hilti hsc submission folder · hsc-i / -ir m10x60 te-c hsc-b 18x60 1 00030709 te-c hsc-mw 18 1...

87
Submission folder Customer Hotline Customer Hotline Hong Kong 8228 8118 Macau (Toll free) 00800- 8228 8118 Hilti HSC Submission Folder Sample Submission and Approval Form 2 - 3 Product Information 4 - 5 Technical Data 6 - 15 Method Statement 16 Test Reports according to BS5080 HSC-A 17 - 25 HSC-AR 26 - 34 HSC-I 35 - 45 HSC-IR 46 - 56 European Technical Approval HSC-A / HSC-I 57 - 65 HSC-AR / HSC-IR 66 - 74 Government Letter 75 - 76 Country of Origin 77 Job Reference 78 - 87 Page 1 Dec 2012

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Page 1: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Submission folder

Customer Hotline Customer Hotline Hong Kong 8228 8118Macau (Toll free) 00800- 8228 8118

Hilti HSC Submission Folder

Sample Submission and Approval Form 2 - 3

Product Information 4 - 5

Technical Data 6 - 15

Method Statement 16

Test Reports according to BS5080 HSC-A 17 - 25HSC-AR 26 - 34HSC-I 35 - 45HSC-IR 46 - 56

European Technical ApprovalHSC-A / HSC-I 57 - 65HSC-AR / HSC-IR 66 - 74

Government Letter 75 - 76

Country of Origin 77

Job Reference 78 - 87

Page 1 Dec 2012

Page 2: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Page 1 of 2

SAMPLE SUBMISSION AND APPROVAL FORM

Contract Title: ________________________________ Ref. No.: ________________________

________________________________ Date: ________________________

Ref. No. of Previous Submission:

________________________

Contract No: ________________________________ (1) ________________________

File Reference: ________________________________ (2) ________________________

DETAILS OF SUBMISSION

To: Contract Manager’s Representative Attention: ________________________

From: ________________________________

The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval. 1. General Information

a. Material Description HSC-A / HSC-AR / HSC-I / HSC-IR safety anchor __________________________________________________________ __________________________________________________________ b. Location: __________________________________________________________ __________________________________________________________ __________________________________________________________ c. Specification Ref. Page: __________________________ Item: _______________________ __________________________ _______________________ __________________________ _______________________ d. Drawing Ref. No. __________________________________________________________ __________________________________________________________ __________________________________________________________ e. B.Q. Ref.No.: __________________________________________________________ __________________________________________________________ __________________________________________________________ f. Anticipated date of approval: __________________________________________________________

2. Technical Information

The submitted sample has been checked against the specification and drawings as listed below:-

Specification Requirements Submitted Sample (State details against each item)

a. Brand Not specified Hilti b. Country of Origin Not specified Republic of China c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein d. Factory’s Name & Address(es) Not specified Hilti (China Zhangjiang) Co Ltd, Yongping Road South,

Zhangjiang Development Zone, 524022 Zhangjiang, Guangdong Province, China

e. Supplier (with Applicator, if any)

Page 2 Dec 2012

Page 3: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Page 2 of 2

Not specified Hilti (Hong Kong) Ltd f. Appearance Not specified According to the sample submitted g. Color + Not specified NIL h. Specification Not specified Attached i. Manufacturer’s Catalogue Not specified Attached j. Test Report (Original/Certificated True Copy) Not specified Attached k. Previous Job Reference Not specified Attached l. Supplementary Information Not specified NIL For and on behalf of the Contractor ____________________________

(Quality Control Manager)

CONTRACT MANAGER’S COMMENTS To: From: Contract Manager’s Representative: ________________________________

On the basis of the sample and information given, the above sample submitted is:

(1) * Approved. (2) * Not approved because ____________________________________________________ _______________________________________________________________________ _______________________________________________________________________ Remarks: _______________________________________________________________________ _______________________________________________________________________ _______________________________________________________________________ Approval does not alter the requirements of the Contract Contract Manager’s Representative: ____________________________

_____________________________ Date:

cc. _______________________________________ _______________________________________ _______________________________________ (* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark)

Page 3 Dec 2012

Page 4: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Anchoring Systems

200Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk

7

Safety anchorHSC

Installation procedureshef

h1

I

df

tfix

do

hef

h1

IS

df

tfix

do

Approvals

Applications Fastening where safety is at stake e.g. to secure cladding and facades,

installation and ceiling with low embedment depth and small edge and spacing distance

Base material Cracked or non-cracked concrete

Hard natural stone

Material Steel strength grade 8.8, galvanized at least 5 µm (M6-M12)

A4 stainless steel (M6-M12)

Technical data Recommended load (kN), non-cracked concrete at 25N/mm², safety factor(�)=3

Model Size M8x40 M8x50 M10x40 M12x60

HSC-ATensile Load, Nrec 4.3 5.9 4.3 7.8

Shear Load, Vrec 4.9 4.9 7.7 11.2

HSC-ARTensile Load, Nrec 4.3 5.9 4.3 7.8

Shear Load, Vrec 4.3 4.3 6.8 9.8

Model Size M6x40 M8x40 M10x50 M10x60 M12x60

HSC-lTensile Load, Nrec 4.3 4.3 5.9 7.8 7.8

Shear Load, Vrec 2.7 4.1 5.1 5.1 6.1

HSC-lRTensile Load, Nrec 4.3 4.3 5.9 7.8 7.8

Shear Load, Vrec 2.3 3.6 4.4 4.4 5.3

Remarks:1) All the data applies to no edge distance, spacing and other influences 2) For detail design method and cracked concrete information, please refer to Fastening Technology Manual

AdvantagesAutomatic undercutting by anchor when anchor sleeve is driven onto stud taper

Reliable performance with short embedment depth

Flexible in design with short spacing and edge distance required

VdS

Insert type I anchor into hole. Set with setting tool. Secure part being fastened.

Drill hole with stop drill bit. Blow out dust and fragments. Insert type A anchor into hole. Check setting of type A anchor.

Check setting of type I anchor.

Page 4 Dec 2012

Page 5: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Anchoring Systems

201 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk

HSC-AR: stud head (A4 stainless steel) 14 46.0 40 71.5 10 15 9 13 25 HSC-AR M8x40/15 0003114814 56.0 50 81.5 10 15 9 13 25 HSC-AR M8x50/15 0003115016 46.5 40 79.5 20 20 12 17 25 HSC-AR M10x40/20 0003114918 68.0 60 103.5 30 20 14 19 20 HSC-AR M12x60/20 00015506

HSC programmeHSC-A: stud head (galv. to min. 5µm) Drill bit Tighten. Max. Clear- Width nom. Min. hole Anchorage Anchor torque fasten. ance across dia., do depth, h1 depth, hef length, I Tinst thk. tfix hole, df flats, Sw Package Order designation Item no. (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)

14 46.0 40 71.5 10 15 9 13 25 HSC-A M8x40/15 0003113914 56.0 50 81.5 10 15 9 13 25 HSC-A M8x50/15 0003114116 46.5 40 79.5 20 20 12 17 25 HSC-A M10x40/20 0003114018 68.0 60 103.5 30 20 14 19 20 HSC-A M12x60/20 00015507

Special Request

Required toolsTE 7-C/ TE 16/ TE25 TE30 TE35 TE 40/

Anchor TE 7-A 16-C/16-M TE30-C-AVR 40-AVR Stop drill bit Package Setting tool Package Anchor description TE30-M-AVR Order designation (pcs) Item no. Order designation (pcs) Item no.

HSC-A / -AR M8x40/15 TE-C HSC-B 14x40 1 00031157 TE-C HSC-MW 14 1 00031169HSC-A / -AR M8x50/15 TE-C HSC-B 14x50 1 00031158 TE-C HSC-MW 14 1 00031169HSC-A / -AR M10x40/20 TE-C HSC-B 16x40 1 00028568 TE-C HSC-MW 16 1 00011267

HSC-A / -AR M12x60/20 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352

HSC-I / -IR M6x40 TE-C HSC-B 14x40 1 00031157 TE-C HSC-MW 14 1 00031169 HSC-I / -IR M8x40 TE-C HSC-B 16x40 1 00028568 TE-C HSC-MW 16 1 00011267 HSC-I / -IR M10x50 TE-C HSC-B 18x50 1 00030708 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353

HSC-I: internal thread (galv. to min. 5µm) Drill bit Tighten. Clear- Width nom. Min. hole Anchorage Anchor torque Screw depth ance across dia., do depth, h1 depth, hef length, I Tinst Smin / Smax hole, df flats, Sw Package Order designation Item no. (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)

14 46.0 40 43.0 10 6 / 16 7 10 25 HSC-I M6x40 0003114216 46.5 40 43.5 10 8 / 22 9 13 25 HSC-I M8x40 0003114318 56.0 50 54.5 20 10 / 28 12 17 25 HSC-I M10x50 0003114418 68.0 60 64.5 30 10 / 28 12 17 25 HSC-I M10x60 0003114520 68.5 60 64.5 30 12 / 30 14 19 25 HSC-I M12x60 00031146

HSC-IR: internal thread (A4 stainless steel)

14 46.0 40 43.0 10 6 / 16 7 10 25 HSC-IR M6x40 0003115116 46.5 40 43.5 10 8 / 22 9 13 25 HSC-IR M8x40 0003115218 56.0 50 54.5 20 10 / 28 12 17 25 HSC-IR M10x50 0003115318 68.0 60 64.5 30 10 / 28 12 17 25 HSC-IR M10x60 0003115420 68.5 60 64.5 30 12 / 30 14 19 25 HSC-IR M12x60 00031155

Page 5 Dec 2012

Page 6: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

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Page 6 Dec 2012

Page 7: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

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For d

etai

led

info

rmat

ion

on in

stal

latio

n se

e in

stru

ctio

n fo

r use

giv

en w

ith th

e pa

ckag

e of

the

prod

uct.

Setti

ng d

etai

ls: d

epth

of d

rill h

ole

h 1 a

nd e

ffect

ive

anch

orag

e de

pth

h ef

Page 7 Dec 2012

Page 8: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

HS

C-A

| S

afet

y an

chor

2 / 2

011

98Setti

ng d

etai

ls H

SC-A

(R)

Anc

hor v

ersi

on

M8x

40M

10x4

0M

8x50

M12

x60

Nom

inal

dia

met

er o

f dril

l bit

d o[m

m]

14

16

14

18

Cut

ting

diam

eter

of d

rill b

it d c

ut

[mm

]14

,5

16,5

14

,5

18,5

Dep

th o

f dril

l hol

e h 1

[mm

]46

46

56

68

Dia

met

er o

f cle

aran

ce h

ole

in th

e fix

ture

d f[m

m]

9 12

10

30

Effe

ctiv

e an

chor

age

dept

h h e

f[m

m]

40

40

50

60

Max

imum

fast

enin

g th

ickn

ess

t fix

[mm

]15

20

15

20

Torq

ue m

omen

t T i

nst

[Nm

]10

20

10

30

Wid

th a

cros

s S

W

[mm

]13

17

13

19

Bas

e m

ater

ial t

hick

ness

, anc

hor s

paci

ng a

nd e

dge

dist

ance

A

ncho

r siz

e M

8x40

M10

x40

M8x

50M

12x6

0M

inim

um b

ase

mat

eria

l thi

ckne

ssh m

in

[mm

] 10

0 10

0 10

0 13

0

Min

imum

spa

cing

s m

in

[mm

] 40

40

50

60

M

inim

um e

dge

dist

ance

c min

[mm

] 40

40

50

60

Crit

ical

spa

cing

for

conc

rete

con

e fa

ilure

s c

r,N

[mm

] 12

0 12

0 15

0 18

0

Crit

ical

edg

e di

stan

ce

for c

oncr

ete

cone

fa

ilure

c cr,N

[m

m]

60

60

75

90

Crit

ical

spa

cing

for

split

ting

failu

re

s cr,s

p [m

m]

130

120

170

180

Crit

ical

edg

e di

stan

ce

for s

plitt

ing

failu

re

c cr,s

p [m

m]

65

60

85

90

For

spac

ing

(edg

e di

stan

ce)

smal

ler

than

crit

ical

spa

cing

(cr

itica

l ed

ge d

ista

nce)

the

des

ign

load

s ha

ve t

o be

re

duce

d.

Crit

ical

spa

cing

and

crit

ical

edg

e di

stan

ce fo

r spl

ittin

g fa

ilure

app

ly o

nly

for n

on-c

rack

ed c

oncr

ete.

For

cra

cked

co

ncre

te o

nly

the

criti

cal s

paci

ng a

nd c

ritic

al e

dge

dist

ance

for c

oncr

ete

cone

failu

re a

re d

ecis

ive.

HS

C-A

| S

afet

y an

chor

2 / 2

011

99

Sim

plifi

ed d

esig

n m

etho

d S

impl

ified

ver

sion

of

the

desi

gn m

etho

d ac

cord

ing

ETA

G 0

01,

Ann

ex C

. D

esig

n re

sist

ance

ac

cord

ing

data

giv

en in

ETA

-02/

0027

issu

e 20

07-0

9-20

.

Influ

ence

of c

oncr

ete

stre

ngth

Influ

ence

of e

dge

dist

ance

Influ

ence

of s

paci

ng

V

alid

for

a g

roup

of

two

anch

ors.

(Th

e m

etho

d m

ay a

lso

be a

pplie

d fo

r an

chor

gro

ups

with

mor

e th

an tw

o an

chor

s or

mor

e th

an o

ne e

dge.

The

influ

enci

ng fa

ctor

s m

ust t

hen

be

cons

ider

ed fo

r eac

h ed

ge d

ista

nce

and

spac

ing.

The

cal

cula

ted

desi

gn lo

ads

are

then

on

the

save

sid

e: T

hey

will

be lo

wer

than

the

exac

t val

ues

acco

rdin

g E

TAG

001

, Ann

ex C

. To

avo

id th

is, i

t is

reco

mm

ende

d to

use

the

anch

or d

esig

n so

ftwar

e P

RO

FIS

anc

hor)

Th

e de

sign

met

hod

is b

ased

on

the

follo

win

g si

mpl

ifica

tion:

No

diffe

rent

load

s ar

e ac

ting

on in

divi

dual

anc

hors

(no

ecce

ntric

ity)

The

valu

es a

re v

alid

for o

ne a

ncho

r.

For m

ore

com

plex

fast

enin

g ap

plic

atio

ns p

leas

e us

e th

e an

chor

des

ign

softw

are

PR

OFI

S A

ncho

r.

Tens

ion

load

ing

The

desi

gn te

nsile

resi

stan

ce is

the

low

er v

alue

of

- S

teel

resi

stan

ce:

NR

d,s

- C

oncr

ete

pull-

out r

esis

tanc

e:

NR

d,p

= N

0 Rd,

p f B

- C

oncr

ete

cone

resi

stan

ce:

NR

d,c

= N

0 Rd,

c f B

f 1,N

f 2,N

f 3,N

f re,

N

-C

oncr

ete

split

ting

resi

stan

ce (o

nly

non-

crac

ked

conc

rete

): N

Rd,

sp

= N

0 Rd,

c f B

f 1,s

p f 2

,sp

f 3,s

p f

h,sp

f re,

N

Bas

ic d

esig

n te

nsile

resi

stan

ce

Des

ign

stee

l res

ista

nce

NR

d,s

Ms

1.5

Anc

hor s

ize

M8x

40M

10x4

0M

8x50

M12

x60

NR

d,s

HS

C-A

[k

N]

19,5

30

,9

19,5

44

,9

HS

C-A

R

[kN

] 13

,7

21,7

13

,7

31,6

Des

ign

pull-

out r

esis

tanc

e N

Rd,

p = N

0 Rd,

p f B

for H

SC-A

and

HSC

-AR

M

p =

1.5

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M8x

40M

10x4

0M

8x50

M12

x60

M8x

40M

10x4

0M

8x50

M12

x60

N0 R

d,p

[kN

] N

o pu

ll-ou

t fai

lure

N

o pu

ll-ou

t fai

lure

Page 8 Dec 2012

Page 9: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

HS

C-A

| S

afet

y an

chor

2 / 2

011

100

Des

ign

conc

rete

con

e re

sist

ance

NR

d,c =

N0 R

d,c

f B f 1

,N f 2

,N f 3

,N f r

e,N

Des

ign

split

ting

resi

stan

ce a)

NR

d,sp

= N

0 Rd,

c f B

f 1,s

p f 2

,sp

f 3,s

p f

h,sp

f re,

NM

c =

1.5

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M8x

40M

10x4

0M

8x50

M12

x60

M8x

40M

10x4

0 M

8x50

M12

x60

N0 R

d,c

[kN

] 8,

5 8,

5 11

,9

15,6

6,1

6,1

8,5

11,2

a) S

plitt

ing

resi

stan

ce m

ust o

nly

be c

onsi

dere

d fo

r non

-cra

cked

con

cret

e

Influ

enci

ng fa

ctor

s

Influ

ence

of c

oncr

ete

stre

ngth

Con

cret

e st

reng

th d

esig

natio

n (E

NV

206)

C

20/

25

C 2

5/30

C

30/

37

C 3

5/45

C

40/

50

C 4

5/55

C

50/

60

f B =

(f c

k,cu

be/2

5N/m

m²)

1/2

a)

1 1,

1 1,

22

1,34

1,

41

1,48

1,

55

a)

f ck,c

ube =

con

cret

e co

mpr

essi

ve s

treng

th, m

easu

red

on c

ubes

with

150

mm

sid

e le

ngth

b)

Fo

r des

ign

data

of f

ck,c

ube =

15

and

20, p

leas

e co

ntac

t Hilt

i tec

hnic

al a

dvis

ory

serv

ice

Influ

ence

of e

dge

dist

ance

a)

c/c c

r,N0,

10,

20,

30,

40,

50,

60,

70,

80,

91

c/c c

r,sp

f 1,N =

0,

7 +

0,3

c/c c

r,N 1

0,

73

0,76

0,

79

0,82

0,

85

0,88

0,

91

0,94

0,

97

1 f 1,

sp =

0,

7 +

0,3

c/c c

r,sp

1

f 2,N =

0,

5(1

+ c

/ccr

,N)

1

0,55

0,

60

0,65

0,

70

0,75

0,

80

0,85

0,

90

0,95

1

f 2,sp

=

0,5

(1 +

c/c

cr,s

p) 1

a)

Th

e ed

ge d

ista

nce

shal

l not

be

smal

ler t

han

the

min

imum

edg

e di

stan

ce c

min g

iven

in th

e ta

ble

with

the

setti

ng

deta

ils. T

hese

influ

enci

ng fa

ctor

s m

ust b

e co

nsid

ered

for e

very

edg

e di

stan

ce.

Influ

ence

of a

ncho

r spa

cing

a)

s/s c

r,N0,

10,

20,

30,

40,

50,

60,

70,

80,

91

s/s c

r,sp

f 3,N =

0,5

(1 +

s/s

cr,N

) 1

0,

55

0,60

0,

65

0,70

0,

75

0,80

0,

85

0,90

0,

95

1 f 3,

sp =

0,

5(1

+ s

/scr

,sp)

1

a)

The

anch

or s

paci

ng s

hall

not

be s

mal

ler

than

the

min

imum

anc

hor

spac

ing

s min g

iven

in t

he t

able

with

the

se

tting

det

ails

. Thi

s in

fluen

cing

fact

or m

ust b

e co

nsid

ered

for e

very

anc

hor s

paci

ng.

Influ

ence

of b

ase

mat

eria

l thi

ckne

ssh/

h ef

2,0

2,2

2,4

2,6

2,8

3,0

3,2

3,4

3,6

3,6

8f h

,sp

= [h

/(2h e

f)]2/

31

1,07

1,

13

1,19

1,

25

1,31

1,

37

1,42

1,

48

1,5

Influ

ence

of r

einf

orce

men

tA

ncho

r siz

e M

8x40

M10

x40

M8x

50M

12x6

0f re

,N =

0,5

+ h e

f/200

mm

1

0,7

a)

0,7

a)

0,75

a)

0,8

a)

a)

This

fac

tor

appl

ies

only

for

den

se r

einf

orce

men

t. If

in t

he a

rea

of a

ncho

rage

the

re is

rei

nfor

cem

ent

with

a

spac

ing

150

mm

(any

dia

met

er) o

r with

a d

iam

eter

1

0 m

m a

nd a

spa

cing

1

00 m

m, t

hen

a fa

ctor

f re,

N =

1

may

be

appl

ied.

HS

C-A

| S

afet

y an

chor

2 / 2

011

101

Shea

r loa

ding

The

desi

gn s

hear

resi

stan

ce is

the

low

er v

alue

of

- S

teel

resi

stan

ce:

V Rd,

s

-C

oncr

ete

pryo

ut re

sist

ance

: V R

d,cp

= V

0 Rd,

cp f B

f 1,N

f 2,N

f 3,N

f re,

N

- C

oncr

ete

edge

resi

stan

ce:

V Rd,

c =

V0 Rd,

c f B

f ß f

h f 4

Bas

ic d

esig

n sh

ear r

esis

tanc

e

Des

ign

stee

l res

ista

nce

V Rd,

sM

s 1

.25

Anc

hor s

ize

M8x

40M

10x4

0M

8x50

M12

x60

VR

d,s

HS

C-A

[k

N]

11,7

18

,6

11,7

27

,0

HS

C-A

R

[kN

] 8,

2 13

,0

8,2

18,9

Des

ign

conc

rete

pry

out r

esis

tanc

e V R

d,cp

= V

0 Rd,

cp f B

f 1,N

f 2,N

f 3,N

f re,

NM

c =

1.5

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M8x

40M

10x4

0M

8x50

M12

x60

M8x

40M

10x4

0M

8x50

M12

x60

V0 R

d,cp

[k

N]

17,0

17

,0

23,8

31

,2

12,1

12

,1

17,0

22

,3

Des

ign

conc

rete

edg

e re

sist

ance

a) V

Rd,

c = V

0 Rd,

c f B

f ß f

h f 4

Mc

= 1.

5

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M8x

40M

10x4

0M

8x50

M12

x60

M8x

40M

10x4

0M

8x50

M12

x60

V0 R

d,c

[kN

]2,

5 2,

6 3,

6 5,

3 1,

8 1,

8 2,

6 3,

8 a)

For

anc

hor g

roup

s on

ly th

e an

chor

s cl

ose

to th

e ed

ge m

ust b

e co

nsid

ered

.

Influ

enci

ng fa

ctor

s

Influ

ence

of c

oncr

ete

stre

ngth

Con

cret

e st

reng

th d

esig

natio

n (E

NV

206)

C

20/

25

C 2

5/30

C

30/

37

C 3

5/45

C

40/

50

C 4

5/55

C

50/

60

f B =

(f c

k,cu

be/2

5N/m

m²)

1/2

a)

1 1,

1 1,

22

1,34

1,

41

1,48

1,

55

a)

f ck,c

ube =

con

cret

e co

mpr

essi

ve s

treng

th, m

easu

red

on c

ubes

with

150

mm

sid

e le

ngth

b)

Fo

r des

ign

data

of f

ck,c

ube =

15

and

20, p

leas

e co

ntac

t Hilt

i tec

hnic

al a

dvis

ory

serv

ice

Influ

ence

of e

dge

dist

ance

a)

c/c c

r,N0,

10,

20,

30,

40,

50,

60,

70,

80,

91

f 1,N =

0,

7 +

0,3

c/c c

r,N 1

0,

73

0,76

0,

79

0,82

0,

85

0,88

0,

91

0,94

0,

97

1

f 2,N =

0,

5(1

+ c

/ccr

,N)

1

0,55

0,

60

0,65

0,

70

0,75

0,

80

0,85

0,

90

0,95

1

a)

The

edge

dis

tanc

e sh

all n

ot b

e sm

alle

r tha

n th

e m

inim

um e

dge

dist

ance

cm

in g

iven

in th

e ta

ble

with

the

setti

ng

deta

ils. T

hese

influ

enci

ng fa

ctor

s m

ust b

e co

nsid

ered

for e

very

edg

e di

stan

ce.

Page 9 Dec 2012

Page 10: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

HS

C-A

| S

afet

y an

chor

2 / 2

011

102

Influ

ence

of a

ncho

r spa

cing

a)

s/s c

r,N0,

10,

20,

30,

40,

50,

60,

70,

80,

91

f 3,N =

0,

5(1

+ s

/scr

,N)

1

0,55

0,

60

0,65

0,

70

0,75

0,

80

0,85

0,

90

0,95

1

a)

The

anch

or s

paci

ng s

hall

not

be s

mal

ler

than

the

min

imum

anc

hor

spac

ing

s min g

iven

in t

he t

able

with

the

se

tting

det

ails

. Thi

s in

fluen

cing

fact

or m

ust b

e co

nsid

ered

for e

very

anc

hor s

paci

ng.

Influ

ence

of r

einf

orce

men

tA

ncho

r siz

e M

8x40

M10

x40

M8x

50M

12x6

0f re

,N =

0,5

+ h e

f/200

mm

1

0,7

a)

0,7

a)

0,75

a)

0,8

a)

a)

This

fac

tor

appl

ies

only

for

den

se r

einf

orce

men

t. If

in t

he a

rea

of a

ncho

rage

the

re is

rei

nfor

cem

ent

with

a

spac

ing

150

mm

(any

dia

met

er) o

r with

a d

iam

eter

1

0 m

m a

nd a

spa

cing

1

00 m

m, t

hen

a fa

ctor

f re,

N =

1

may

be

appl

ied.

Influ

ence

of a

ngle

bet

wee

n lo

ad a

pplie

d an

d th

e di

rect

ion

perp

endi

cula

r to

the

free

edg

eA

ngle

ß

0° -

55°

60°

65°

70°

75°

80°

85°

90° -

180°

f ß1

1,07

1,

14

1,23

1,

35

1,50

1,

71

2

Influ

ence

of b

ase

mat

eria

l thi

ckne

ssh/

c0,

150,

30,

450,

60,

750,

91,

051,

21,

35 1

,5

f h =

{h

/(1,5

c)}

2/3

1

0,22

0,

34

0,45

0,

54

0,63

0,

71

0,79

0,

86

0,93

1,

00

Influ

ence

of a

ncho

r spa

cing

and

edg

e di

stan

ce a)

for c

oncr

ete

edge

resi

stan

ce: f

4f 4

= (c

/hef

)1,5

(1 +

s /

[3

c])

0,5

c/h e

fSi

ngle

anch

orG

roup

of t

wo

anch

ors

s/h e

f

0,75

1,50

2,25

3,00

3,75

4,50

5,25

6,00

6,75

7,50

8,25

9,00

9,75

10,50

11,25

0,50

0,35

0,

27

0,35

0,35

0,

35

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,

35

0,35

0,35

0,35

0,75

0,65

0,43

0,54

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

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1,00

1,00

0,

63

0,75

0,88

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00

1,00

1,00

1,00

1,00

1,00

1,00

1,00

1,

00

1,00

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1,40

0,84

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1,26

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1,40

1,40

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1,40

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1,50

1,84

1,

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1,22

1,38

1,

53

1,68

1,84

1,84

1,84

1,84

1,84

1,84

1,

84

1,84

1,84

1,84

1,75

2,32

1,32

1,49

1,65

1,82

1,98

2,15

2,32

2,32

2,32

2,32

2,32

2,32

2,32

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2,32

2,00

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1,

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1,77

1,94

2,

12

2,30

2,47

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2,83

2,83

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83

2,83

2,83

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2,44

2,63

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2,50

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2,

17

2,37

2,57

2,

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2,96

3,16

3,36

3,56

3,76

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3,95

3,

95

3,95

3,95

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4,56

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3,11

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3,73

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4,56

4,56

4,56

4,56

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2,

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3,03

3,25

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3,68

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4,33

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5,

20

5,20

5,20

5,20

3,25

5,86

3,15

3,38

3,61

3,83

4,06

4,28

4,51

4,73

4,96

5,18

5,41

5,63

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5,86

5,86

3,50

6,55

3,

51

3,74

3,98

4,

21

4,44

4,68

4,91

5,14

5,38

5,61

5,85

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6,31

6,55

6,55

3,75

7,26

3,87

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6,54

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4,00

8,00

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25

4,50

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5,

00

5,25

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00

7,25

7,50

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8,25

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5,

04

5,30

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5,

83

6,10

6,36

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7,

95

8,22

8,49

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4,75

10,3

55,

455,

725,

996,

276,

546,

817,

087,

367,

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265,

0011

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997,

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10,02

10,31

5,50

12,9

0 6,

74

7,04

7,33

7,

62

7,92

8,21

8,50

8,79

9,09

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97

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10,85

a)

The

anch

or s

paci

ng a

nd th

e ed

ge d

ista

nce

shal

l not

be

smal

ler t

han

the

min

imum

anc

hor s

paci

ng s

min a

nd th

e m

inim

um e

dge

dist

ance

cm

in.

HS

C-A

| S

afet

y an

chor

2 / 2

011

103

Com

bine

d te

nsio

n an

d sh

ear l

oadi

ng

For c

ombi

ned

tens

ion

and

shea

r loa

ding

see

sec

tion

“Anc

hor D

esig

n”.

Page 10 Dec 2012

Page 11: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

HS

C-I

| S

afet

y an

chor

2 / 2

011

104

HS

C-I

Saf

ety

anch

or

Anc

hor v

ersi

onB

enef

itsIn

tern

al th

read

ed

vers

ion:

HS

C-I

carb

on s

teel

in

tern

al v

ersi

on

HS

C-IR

Sta

inle

ss

stee

l ver

sion

(A4)

- th

e pe

rfect

sol

utio

n fo

r sm

all

edge

and

spa

ce d

ista

nce

- su

itabl

e fo

r thi

n co

ncre

te b

lock

s du

e to

low

em

bedm

ent d

epth

-

suita

ble

for c

rack

ed c

oncr

ete

- se

lf-cu

tting

und

ercu

t anc

hor

- in

tern

al th

read

ed

- st

ainl

ess

stee

l ava

ilabl

e fo

r ex

tern

al a

pplic

atio

ns

Conc

rete

Tens

ilezo

neSm

all ed

ge

distan

cean

d spa

cing

Fire

resis

tance

Shoc

kCo

rrosio

nre

sistan

ceEu

rope

anTe

chnic

alAp

prov

alCE

confo

rmity

Hilti

anch

or

desig

nso

ftwar

e

App

rova

ls /

cert

ifica

tes

Des

crip

tion

Aut

horit

y / L

abor

ator

y N

o. /

date

of i

ssue

E

urop

ean

tech

nica

l app

rova

l a)

CS

TB, P

aris

E

TA-0

2/00

27 /

2007

-09-

20

Sho

ckpr

oof f

aste

ning

s in

civ

il de

fenc

e in

stal

latio

ns

Bun

desa

mt f

ür Z

ivils

chut

z, B

ern

BZS

D 0

6-60

1 / 2

006-

07-1

7

Fire

test

repo

rt IB

MB

, Bra

unsc

hwei

g U

B 3

177/

1722

-1 /

2006

-06-

28

Ass

essm

ent r

epor

t (fir

e)

war

ringt

onfir

e W

F 16

6402

/ 20

07-1

0-26

- A

ll da

ta g

iven

in th

is s

ectio

n ac

cord

ing

ETA

-02/

0027

issu

e 20

07-0

9-20

Bas

ic lo

adin

g da

ta

All

data

in th

is s

ectio

n ap

plie

s to

Fo

r det

ails

see

Sim

plifi

ed d

esig

n m

etho

d -

Cor

rect

set

ting

(See

set

ting

inst

ruct

ion)

-

No

edge

dis

tanc

e an

d sp

acin

g in

fluen

ce

- C

oncr

ete

as s

peci

fied

in th

e ta

ble

- S

teel

failu

re

- M

inim

um b

ase

mat

eria

l thi

ckne

ss

- C

oncr

ete

C 2

0/25

, fck

,cub

e = 2

5 N

/mm

²

Mea

n ul

timat

e re

sist

ance

HSC

-I an

d H

SC-IR

N

on-c

rack

ed c

oncr

ete

Cra

cked

con

cret

e A

ncho

r siz

e M

6x 40M

8x 40M

10x

50M

10x

60M

12x

16M

6x 40M

8x 40M

10x

50M

10x

60M

12x

60Te

nsile

NR

u,m

H

SC

-I [k

N]

16,6

16,6

23,3

30,6

30,6

13,3

13,3

18,6

24,5

24,5

H

SC

-IR

[kN

] 14

,816

,6 23

,3 30

,6 30

,6 13

,3 13

,3 18

,6 24

,5 24

,5 S

hear

VR

u,m

H

SC

-I [k

N]

10,4

15,9

19,8

19,8

23,4

10,4

15,9

19,8

19,8

23,4

H

SC

-IR

[kN

] 9,

113

,917

,317

,320

,89,

113

,917

,317

,320

,8

HS

C-I

| S

afet

y an

chor

2 / 2

011

105

Cha

ract

eris

tic re

sist

ance

HSC

-I an

d H

SC-IR

N

on-c

rack

ed c

oncr

ete

Cra

cked

con

cret

e A

ncho

r siz

e M

6x 40M

8x 40M

10x

50M

10x

60M

12x

16M

6x 40M

8x 40M

10x

50M

10x

60M

12x

16Te

nsile

NR

k

HS

C-I

[kN

] 12

,8 12

,8 17

,8 23

,4 23

,4 9,1

9,1

12

,7 16

,7 16

,7

HS

C-IR

[k

N]

12,8

12,8

17,8

23,4

23,4

9,1

9,1

12,7

16,7

16,7

She

ar V

Rk

H

SC

-I [k

N]

8,0

12,2

15,2

15,2

18,2

8,0

12,2

15,2

15,2

18,2

H

SC

-IR

[kN

] 7,

010

,713

,313

,316

,07,

010

,713

,313

,316

,0

Des

ign

resi

stan

ce H

SC-I

and

HSC

-IR

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M6x 40

M8x 40

M10

x50

M10

x60

M12

x16

M6x 40

M8x 40

M10

x50

M10

x60

M12

x16

Tens

ile N

Rd

H

SC

-I [k

N]

8,5

8,5

11,9

15,6

15,6

6,1

6,1

8,5

11,2

11,2

H

SC

-IR

[kN

] 7,

5 8,5

11

,9 14

,2

15,6

6,1

6,1

8,5

11,2

11,2

She

ar V

Rd

H

SC

-I [k

N]

6,4

9,8

12,2

12,2

14,6

6,4

9,8

12,2

12,2

14,6

H

SC

-IR

[kN

] 4,

56,

98,

58,

510

,34,

56,

98,

58,

510

,3

Rec

omm

ende

d lo

ads

HSC

-I an

d H

SC-IR

N

on-c

rack

ed c

oncr

ete

Cra

cked

con

cret

e A

ncho

r siz

e M

6x 40M

8x 40M

10x

50M

10x

60M

12x

16M

6x 40M

8x 40M

10x

50M

10x

60M

12x

16Te

nsile

Nre

ca)

H

SC

-I [k

N]

4,3

4,3

5,9

7,8

7,8

3,0

3,0

4,2

5,6

5,6

H

SC

-IR

[kN

] 4,3

4,3

5,9

7,8

7,8

3,0

3,0

4,2

5,6

5,6

S

hear

Vre

ca)

H

SC

-I [k

N]

2,7

4,1

5,1

5,1

6,1

2,7

4,1

5,1

5,1

6,1

H

SC

-IR

[kN

] 2,3

3,6

4,4

4,4

5,3

2,3

3,6

4,4

4,4

5,3

a)

With

ove

rall

glob

al s

afet

y fa

ctor

=

3. T

he re

com

men

ded

load

s va

ry a

ccor

ding

to th

e sa

fety

fact

or re

quire

men

t fro

m n

atio

nal r

egul

atio

ns.

Mat

eria

lsM

echa

nica

l pro

pert

ies

Anc

hor s

ize

HSC

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

Nom

inal

tens

ile s

treng

th f u

k[N

/mm

²]-I

800

800

800

800

800

-IR60

0 60

0 70

0 70

0 70

0

Yie

ld s

treng

th f y

k[N

/mm

²]-I

640

640

640

640

640

-IR35

5 35

5 35

0 35

0 34

0 St

ress

ed cr

oss-s

ectio

n for

int

erna

l thre

aded

versi

on A

s,I

[mm

²] -I,

IR22

,0

28,3

34

,6

34,6

40

,8

Stre

ssed

cro

ss-s

ectio

n fo

r bo

lt ve

rsio

n A

s,A

[mm

²] -I,

IR20

,1

36,6

58

,0

58,0

84

,3

Mom

ent o

f res

ista

nce

W

[mm

³] -I,

IR12

,7

31,2

62

,3

62,3

10

9,2

Des

ign

bend

ing

resi

stan

ce

with

out s

leev

e M

Rd,

s[N

m]

-I9,

6 24

48

48

84

-IR

7,1

16,7

33

,3

33,3

59

,0

Page 11 Dec 2012

Page 12: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

HS

C-I

| S

afet

y an

chor

2 / 2

011

106

Mat

eria

l qua

lity

Part

Mat

eria

l

HSC-I

Con

e bo

lt w

ith ,

with

inte

rnal

or

ext

erna

l thr

ead

stee

l gra

de 8

.8, g

alva

nise

d to

min

. 5 μ

m

Exp

ansi

on s

leev

e an

d w

ashe

r G

alva

nise

d st

eel

Hex

agon

nut

G

rade

8

HSC-IR

Con

e bo

lt w

ith ,

with

inte

rnal

or

ext

erna

l thr

ead

stee

l gra

de 1

.440

1, 1

.457

1 A

4-70

Exp

ansi

on s

leev

e an

d w

ashe

r st

eel g

rade

1.4

401,

1.4

571

Hex

agon

nut

st

eel g

rade

1.4

401,

1.4

571

A4-

70

Anc

hor d

imen

sion

s D

imen

sion

s of

HSC

-I an

d H

SC-IR

Anc

hor v

ersi

on

Thre

ad s

ize

b[m

m]

l s [m

m]

d[m

m]

l b[m

m]

HS

C-I(

R) M

6x40

M

6 13

,5

40,8

13

,5

43,3

HS

C-I(

R) M

8x40

M

8 15

,5

40,8

15

,5

43,8

HS

C-I(

R) M

10x5

0 M

10

17,5

50

,8

17,5

54

,8

HS

C-I(

R) M

10x6

0 M

10

17,5

60

,8

17,5

64

,8

HS

C-I(

R) M

12x6

0 M

12

19,5

60

,8

19,5

64

,8

Setti

ngIn

stal

latio

n eq

uipm

ent

Anc

hor s

ize

HSC-

I/IRHS

C-I/IR

HSC-

I/IRHS

C-I/IR

HSC-

I/IRM6

x40

M8x4

0M1

0x50

M10x

60M1

2x60

Rot

ary

ham

mer

for s

ettin

g TE

7-C;

TE

7-A;

TE

16; T

E 16

-C; T

E 16

-M; T

E 25

; TE

35

TE 16

; TE

16-C

; TE

16-M

; TE

25, T

E 35

; TE

40;

TE 40

-AVR

S

top

drill

bit

TE-C

HS

C-B

14

x40

16x4

0 18

x50

18x6

0 20

x60

Set

ting

Tool

TE

-C H

SC

-MW

14

16

18

18

20

In

sert

Tool

TE

-C H

SC

-EW

14

16

18

18

20

HS

C-I

| S

afet

y an

chor

2 / 2

011

107

Setti

ng in

stru

ctio

n

For H

SC

-I: fa

sten

ing

carb

on s

teel

scr

ew o

r thr

eade

d ro

d. M

inim

um s

treng

th c

lass

8.8

acc

ordi

ng to

ES

O 8

898-

1

For H

SC

-IR: f

aste

ning

sta

inle

ss s

teel

scr

ew o

r thr

eade

d ro

d: m

inim

um s

treng

th c

lass

A4-

70 a

ccor

ding

to E

N IS

O

3506 Fo

r det

aile

d in

form

atio

n on

inst

alla

tion

see

inst

ruct

ion

for u

se g

iven

with

the

pack

age

of th

e pr

oduc

t.

Setti

ng d

etai

ls: d

epth

of d

rill h

ole

h 1 a

nd e

ffect

ive

anch

orag

e de

pth

h ef

Page 12 Dec 2012

Page 13: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

HS

C-I

| S

afet

y an

chor

2 / 2

011

108

Setti

ng d

etai

ls

Anc

hor v

ersi

on

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

Nom

inal

dia

met

er o

f dril

l bit

d 0[m

m]

14

16

18

18

20

Cut

ting

diam

eter

of d

rill b

it d c

ut

[mm

]14

,5

16,5

18

,5

18,5

20

,5

Dep

th o

f dril

l hol

e h 1

[mm

]46

46

56

68

68

Dia

met

er o

f cle

aran

ce h

ole

in th

e fix

ture

d f[m

m]

7 9

12

12

14

Effe

ctiv

e an

chor

age

dept

h h e

f[m

m]

40

40

50

60

60

Scr

ewin

g de

pth

min

s

[mm

]6

8 10

10

12

max

s

[mm

]16

22

28

28

30

Wid

th a

cros

s S

W

[mm

]10

13

17

17

19

Inst

alla

tion

torq

ue

T ins

t [N

m]

10

10

20

30

30

Bas

e m

ater

ial t

hick

ness

, anc

hor s

paci

ng a

nd e

dge

dist

ance

A

ncho

r siz

e M

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0M

inim

um b

ase

mat

eria

l thi

ckne

ssh m

in

[mm

] 10

0 10

0 11

0 13

0 13

0

Min

imum

spa

cing

s m

in

[mm

] 40

40

50

60

60

M

inim

um e

dge

dist

ance

c min

[mm

] 40

40

50

60

60

Crit

ical

spa

cing

for

conc

rete

con

e fa

ilure

s c

r,N

[mm

] 12

0 12

0 15

0 18

0 18

0

Crit

ical

edg

e di

stan

ce

for c

oncr

ete

cone

fa

ilure

c cr,N

[m

m]

60

60

75

90

90

Crit

ical

spa

cing

for

split

ting

failu

re

s cr,s

p [m

m]

130

120

170

180

180

Crit

ical

edg

e di

stan

ce

for s

plitt

ing

failu

re

c cr,s

p [m

m]

65

60

85

90

90

For

spac

ing

(edg

e di

stan

ce)

smal

ler

than

crit

ical

spa

cing

(cr

itica

l ed

ge d

ista

nce)

the

des

ign

load

s ha

ve t

o be

re

duce

d.

Crit

ical

spa

cing

and

crit

ical

edg

e di

stan

ce f

or s

plitt

ing

failu

re a

pply

onl

y fo

r no

n-cr

acke

d co

ncre

te.

For

crac

ked

conc

rete

onl

y th

e cr

itica

l spa

cing

and

crit

ical

edg

e di

stan

ce fo

r con

cret

e co

ne fa

ilure

are

dec

isiv

e.

HS

C-I

| S

afet

y an

chor

2 / 2

011

109

Sim

plifi

ed d

esig

n m

etho

d S

impl

ified

ver

sion

of

the

desi

gn m

etho

d ac

cord

ing

ETA

G 0

01,

Ann

ex C

. D

esig

n re

sist

ance

ac

cord

ing

data

giv

en in

ETA

-02/

0027

issu

e 20

07-0

9-20

.

Influ

ence

of c

oncr

ete

stre

ngth

Influ

ence

of e

dge

dist

ance

Influ

ence

of s

paci

ng

V

alid

for

a g

roup

of

two

anch

ors.

(Th

e m

etho

d m

ay a

lso

be a

pplie

d fo

r an

chor

gro

ups

with

mor

e th

an tw

o an

chor

s or

mor

e th

an o

ne e

dge.

The

influ

enci

ng fa

ctor

s m

ust t

hen

be

cons

ider

ed fo

r eac

h ed

ge d

ista

nce

and

spac

ing.

The

cal

cula

ted

desi

gn lo

ads

are

then

on

the

save

sid

e: T

hey

will

be lo

wer

than

the

exac

t val

ues

acco

rdin

g E

TAG

001

, Ann

ex C

. To

avo

id th

is, i

t is

reco

mm

ende

d to

use

the

anch

or d

esig

n so

ftwar

e P

RO

FIS

anc

hor)

Th

e de

sign

met

hod

is b

ased

on

the

follo

win

g si

mpl

ifica

tion:

No

diffe

rent

load

s ar

e ac

ting

on in

divi

dual

anc

hors

(no

ecce

ntric

ity)

The

valu

es a

re v

alid

for o

ne a

ncho

r.

For m

ore

com

plex

fast

enin

g ap

plic

atio

ns p

leas

e us

e th

e an

chor

des

ign

softw

are

PR

OFI

S A

ncho

r.

Tens

ion

load

ing

The

desi

gn te

nsile

resi

stan

ce is

the

low

er v

alue

of

- S

teel

resi

stan

ce:

NR

d,s

- C

oncr

ete

pull-

out r

esis

tanc

e:

NR

d,p

= N

0 Rd,

p f B

- C

oncr

ete

cone

resi

stan

ce:

NR

d,c

= N

0 Rd,

c f B

f 1,N

f 2,N

f 3,N

f re,

N

-C

oncr

ete

split

ting

resi

stan

ce (o

nly

non-

crac

ked

conc

rete

): N

Rd,

sp

= N

0 Rd,

c f B

f 1,s

p f 2

,sp

f 3,s

p f

h,sp

f re,

N

Bas

ic d

esig

n te

nsile

resi

stan

ce

Des

ign

stee

l res

ista

nce

NR

d,s

Ms

1.5

Anc

hor s

ize

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

NR

d,s

HS

C-I

[kN

] 10

,7

16,3

20

,2

20,2

24

,3

HS

C-IR

[k

N]

7,5

11,4

14

,2

14,2

17

,1

Des

ign

pull-

out r

esis

tanc

e N

Rd,

p = N

0 Rd,

p f B

Mp

= 1.

5

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M6x 40

M8x 40

M10

x50

M10

x60

M12

x60

M6x 40

M8x 40

M10

x50

M10

x60

M12

x60

N0 R

d,p

[kN

] N

o pu

ll-ou

t fai

lure

N

o pu

ll-ou

t fai

lure

Page 13 Dec 2012

Page 14: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

HS

C-I

| S

afet

y an

chor

2 / 2

011

110

Des

ign

conc

rete

con

e re

sist

ance

NR

d,c =

N0 R

d,c

f B f 1

,N f 2

,N f 3

,N f r

e,N

Des

ign

split

ting

resi

stan

ce a)

NR

d,sp

= N

0 Rd,

c f B

f 1,s

p f 2

,sp

f 3,s

p f

h,sp

f re,

NM

c =

1.5

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M6x 40

M8x 40

M10

x50

M10

x60

M12

x60

M6x 40

M8x 40

M10

x50

M10

x60

M12

x60

N0 R

d,c

[kN

] 8,

5 8,

5 11

,9

15,6

15

,66,

1 6,

1 8,

5 11

,2

11,2

- S

plitt

ing

resi

stan

ce m

ust o

nly

be c

onsi

dere

d fo

r non

-cra

cked

con

cret

e

Influ

enci

ng fa

ctor

s

Influ

ence

of c

oncr

ete

stre

ngth

Con

cret

e st

reng

th d

esig

natio

n (E

NV

206)

C

20/

25

C 2

5/30

C

30/

37

C 3

5/45

C

40/

50

C 4

5/55

C

50/

60

f B =

(f c

k,cu

be/2

5N/m

m²)

1/2

a)

1 1,

1 1,

22

1,34

1,

41

1,48

1,

55

- f ck

,cub

e = c

oncr

ete

com

pres

sive

stre

ngth

, mea

sure

d on

cub

es w

ith 1

50 m

m s

ide

leng

th

- Fo

r des

ign

data

of f

ck,c

ube =

15

and

20, p

leas

e co

ntac

t Hilt

i tec

hnic

al a

dvis

ory

serv

ice

Influ

ence

of e

dge

dist

ance

a)

c/c c

r,N0,

10,

20,

30,

40,

50,

60,

70,

80,

91

c/c c

r,sp

f 1,N =

0,

7 +

0,3

c/c c

r,N 1

0,

73

0,76

0,

79

0,82

0,

85

0,88

0,

91

0,94

0,

97

1 f 1,

sp =

0,

7 +

0,3

c/c c

r,sp

1

f 2,N =

0,

5(1

+ c

/ccr

,N)

1

0,55

0,

60

0,65

0,

70

0,75

0,

80

0,85

0,

90

0,95

1

f 2,sp

=

0,5

(1 +

c/c

cr,s

p) 1

-

The

edge

dis

tanc

e sh

all n

ot b

e sm

alle

r th

an th

e m

inim

um e

dge

dist

ance

cm

in g

iven

in th

e ta

ble

with

the

setti

ng

deta

ils. T

hese

influ

enci

ng fa

ctor

s m

ust b

e co

nsid

ered

for e

very

edg

e di

stan

ce.

Influ

ence

of a

ncho

r spa

cing

a)

s/s c

r,N0,

10,

20,

30,

40,

50,

60,

70,

80,

91

s/s c

r,sp

f 3,N =

0,5

(1 +

s/s

cr,N

) 1

0,

55

0,60

0,

65

0,70

0,

75

0,80

0,

85

0,90

0,

95

1 f 3,

sp =

0,

5(1

+ s

/scr

,sp)

1

- Th

e an

chor

spa

cing

sha

ll no

t be

smal

ler t

han

the

min

imum

anc

hor s

paci

ng s

min g

iven

in th

e ta

ble

with

the

setti

ng

deta

ils. T

his

influ

enci

ng fa

ctor

mus

t be

cons

ider

ed fo

r eve

ry a

ncho

r spa

cing

.

Influ

ence

of b

ase

mat

eria

l thi

ckne

ssh/

h ef

2,0

2,2

2,4

2,6

2,8

3,0

3,2

3,4

3,6

3,6

8f h

,sp

= [h

/(2h e

f)]2/

31

1,07

1,

13

1,19

1,

25

1,31

1,

37

1,42

1,

48

1,5

Influ

ence

of r

einf

orce

men

tA

ncho

r siz

e M

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0f re

,N =

0,

5 +

h ef/2

00m

m 1

0,

7 a)

0,

7 a)

0,

75 a)

0,

8 a)

0,

8 a)

- Th

is fa

ctor

app

lies

only

for d

ense

rein

forc

emen

t. If

in th

e ar

ea o

f anc

hora

ge th

ere

is re

info

rcem

ent w

ith a

spa

cing

1

50 m

m (

any

diam

eter

) or

with

a d

iam

eter

1

0 m

m a

nd a

spa

cing

1

00 m

m,

then

a f

acto

r f re

,N =

1 m

ay b

e ap

plie

d.

HS

C-I

| S

afet

y an

chor

2 / 2

011

111

Shea

r loa

ding

The

desi

gn s

hear

resi

stan

ce is

the

low

er v

alue

of

- S

teel

resi

stan

ce:

V Rd,

s

-C

oncr

ete

pryo

ut re

sist

ance

: V R

d,cp

= V

0 Rd,

cp f B

f 1,N

f 2,N

f 3,N

f re,

N

- C

oncr

ete

edge

resi

stan

ce:

V Rd,

c =

V0 Rd,

c f B

f ß f

h f 4

Bas

ic d

esig

n sh

ear r

esis

tanc

e

Des

ign

stee

l res

ista

nce

V Rd,

sM

s 1

.25

Anc

hor s

ize

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

VR

d,s

HS

C-I

[kN

] 6,

4 9,

8 12

,2

12,2

14

,6

HS

C-IR

[k

N]

4,5

6,9

8,5

8,5

10,3

Des

ign

conc

rete

pry

out r

esis

tanc

e V R

d,cp

= V

0 Rd,

cp f B

f 1,N

f 2,N

f 3,N

f re,

NM

c =

1.5

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M6x 40

M8x 40

M10

x50

M10

x60

M12

x60

M6x 40

M8x 40

M10

x50

M10

x60

M12

x60

V0 R

d,cp

[k

N]

17,0

17

,0

23,8

31

,2

31,2

12

,1

12,1

17

,0

22,3

22

,3

Des

ign

conc

rete

edg

e re

sist

ance

a) V

Rd,

c = V

0 Rd,

c f B

f ß f

h f 4

Mc

= 1.

5

Non

-cra

cked

con

cret

e C

rack

ed c

oncr

ete

Anc

hor s

ize

M6x 40

M8x 40

M10

x50

M10

x60

M12

x60

M6x 40

M8x 40

M10

x50

M10

x60

M12

x60

V0 R

d,c

[kN

] 2,

5 2,

6 3,

9 5,

3 5,

4 1,

8 1,

8 2,

8 3,

8 3,

9 -

For a

ncho

r gro

ups

only

the

anch

ors

clos

e to

the

edge

mus

t be

cons

ider

ed.

Influ

enci

ng fa

ctor

s

Influ

ence

of c

oncr

ete

stre

ngth

Con

cret

e st

reng

th d

esig

natio

n (E

NV

206)

C

20/

25

C 2

5/30

C

30/

37

C 3

5/45

C

40/

50

C 4

5/55

C

50/

60

f B =

(f c

k,cu

be/2

5N/m

m²)

1/2

a)

1 1,

1 1,

22

1,34

1,

41

1,48

1,

55

- f ck

,cub

e = c

oncr

ete

com

pres

sive

stre

ngth

, mea

sure

d on

cub

es w

ith 1

50 m

m s

ide

leng

th

- Fo

r des

ign

data

of f

ck,c

ube =

15

and

20, p

leas

e co

ntac

t Hilt

i tec

hnic

al a

dvis

ory

serv

ice

Influ

ence

of e

dge

dist

ance

a)

c/c c

r,N0,

10,

20,

30,

40,

50,

60,

70,

80,

91

f 1,N =

0,

7 +

0,3

c/c c

r,N 1

0,

73

0,76

0,

79

0,82

0,

85

0,88

0,

91

0,94

0,

97

1

f 2,N =

0,

5(1

+ c

/ccr

,N)

1

0,55

0,

60

0,65

0,

70

0,75

0,

80

0,85

0,

90

0,95

1

- Th

e ed

ge d

ista

nce

shal

l not

be

smal

ler

than

the

min

imum

edg

e di

stan

ce c

min g

iven

in th

e ta

ble

with

the

setti

ng

deta

ils. T

hese

influ

enci

ng fa

ctor

s m

ust b

e co

nsid

ered

for e

very

edg

e di

stan

ce.

Page 14 Dec 2012

Page 15: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

HS

C-I

| S

afet

y an

chor

2 / 2

011

112

Influ

ence

of a

ncho

r spa

cing

a)

s/s c

r,N0,

10,

20,

30,

40,

50,

60,

70,

80,

91

f 3,N =

0,

5(1

+ s

/scr

,N)

1

0,55

0,

60

0,65

0,

70

0,75

0,

80

0,85

0,

90

0,95

1

- Th

e an

chor

spa

cing

sha

ll no

t be

smal

ler t

han

the

min

imum

anc

hor s

paci

ng s

min g

iven

in th

e ta

ble

with

the

setti

ng

deta

ils. T

his

influ

enci

ng fa

ctor

mus

t be

cons

ider

ed fo

r eve

ry a

ncho

r spa

cing

.

Influ

ence

of r

einf

orce

men

tA

ncho

r siz

e M

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0f re

,N =

0,

5 +

h ef/2

00m

m 1

0,

7 a)

0,

7 a)

0,

75 a)

0,

8 a)

0,

8 a)

- Th

is fa

ctor

app

lies

only

for d

ense

rein

forc

emen

t. If

in th

e ar

ea o

f anc

hora

ge th

ere

is re

info

rcem

ent w

ith a

spa

cing

1

50 m

m (

any

diam

eter

) or

with

a d

iam

eter

1

0 m

m a

nd a

spa

cing

1

00 m

m,

then

a f

acto

r f re

,N =

1 m

ay b

e ap

plie

d.

Influ

ence

of a

ngle

bet

wee

n lo

ad a

pplie

d an

d th

e di

rect

ion

perp

endi

cula

r to

the

free

edg

eA

ngle

ß

0° -

55°

60°

65°

70°

75°

80°

85°

90° -

180°

f ß1

1,07

1,

14

1,23

1,

35

1,50

1,

71

2

Influ

ence

of b

ase

mat

eria

l thi

ckne

ssh/

c0,

150,

30,

450,

60,

750,

91,

051,

21,

35 1

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Page 15 Dec 2012

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Customer Hotline: Hong Kong 8228 8118 | Macau 00800 8228 8118 | (Mon – Fri 8:30 am – 6:00 pm / Sat 8:30 am – 1:00 pm)

Page 1 of 1

Hilti HSC Safety Anchor

SETTING OPERATION Hilti HSC Safety Anchor Versions : HSC-A / HSC-AR / HSC-I / HSC-IR

Accessories : Hilti stop bits & setting tools Reference : Product Information / Fastening Technology Manual

Setting Operation: 1. Drill the hole with appropriate stop drill bit

2. Blow out dust and fragments

3. Insert HSC-A / HSC-I type anchor into the hole

HSC-A HSC-I

HSC-A

HSC-I

4. Set the anchor with appropriate setting tools

5. Secure part being fastened

Page 16 Dec 2012

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Summary of Test result of Hilti HSC-A Safety Anchor

Sample Description: [supplied by Hilti (Hong Kong) Ltd.]

Product:

Size: M8 - M12

Material:

Coating: min. 5 microns meter thick of zinc plating

Concrete Description: [supplied and tested by ETS Testconsult Ltd]

Concrete Strength: 30MPa at 26days

Mix Proportion: Grade 30/20

Laboratory Information:

Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)

Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986

Date Tested: Nov-05

Test Result:

Result 1 Result 2 Result 3 Result 4 Result 5 Avg. Value

Std. Dev.

Charact. Load

[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 25.80 23.70 24.10 24.30 23.60 24.30 0.89 21.28Shear 21.60 20.50 21.60 24.90 21.00 21.92 1.73 16.03Tensile 29.80 31.00 26.70 30.70 32.80 30.20 2.24 22.56Shear 26.30 23.20 25.80 25.00 25.40 25.14 1.19 21.09Tensile 23.60 20.40 19.80 23.60 19.20 21.32 2.12 14.08Shear 28.10 29.40 32.70 31.90 32.70 30.96 2.09 23.82Tensile 29.60 36.30 38.10 38.00 38.20 36.04 3.68 23.48Shear 45.40 46.00 45.90 46.20 46.80 46.06 0.51 44.33

HSC-A M10x40

HSC-A M12x60

HSC-A M8x40

HSC-A M8x50

Size Type

HSC-A

Galvanized steel

Page 17 Dec 2012

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Summary of Test result of Hilti HSC-AR Safety Anchor

Sample Description: [supplied by Hilti (Hong Kong) Ltd.]

Product:

Size: M8 - M12

Material:

Coating: N/A

Concrete Description: [supplied and tested by ETS Testconsult Ltd]

Concrete Strength: 30MPa at 26days

Mix Proportion: Grade 30/20

Laboratory Information:

Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)

Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986

Date Tested: Nov-05

Test Result:

Result 1 Result 2 Result 3 Result 4 Result 5 Avg. Value

Std. Dev.

Charact. Load

[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 22.80 19.80 20.40 22.40 19.50 20.98 1.52 15.80Shear 24.40 24.90 23.80 24.00 24.50 24.32 0.43 22.85Tensile 24.60 21.20 22.50 24.20 24.20 23.34 1.44 18.41Shear 27.50 22.30 24.70 24.80 27.20 25.30 2.12 18.05Tensile 22.30 28.10 23.00 24.50 23.10 24.20 2.32 16.28Shear 39.90 38.80 38.00 39.10 40.00 39.16 0.83 36.34Tensile 37.40 35.80 34.90 37.90 35.90 36.38 1.24 32.17Shear 45.70 46.20 44.90 43.50 43.60 44.78 1.22 40.64

HSC-AR M10x40

HSC-AR M12x60

HSC-AR M8x40

HSC-AR M8x50

Size Type

HSC-AR

A4 stainless steel

Page 26 Dec 2012

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Summary of Test result of Hilti HSC-I Safety Anchor

Sample Description: [supplied by Hilti (Hong Kong) Ltd.]

Product:

Size: M6 - M12

Material:

Coating: min. 5 microns meter thick of zinc plating

Concrete Description: [supplied and tested by ETS Testconsult Ltd]

Concrete Strength: 30MPa at 26days

Mix Proportion: Grade 30/20

Laboratory Information:

Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)

Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986

Date Tested: Nov-05

Test Result:

Result 1 Result 2 Result 3 Result 4 Result 5 Avg. Value

Std. Dev.

Charact. Load

[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 17.90 17.40 16.90 17.00 17.20 17.28 0.40 15.93Shear 11.20 10.60 11.20 11.20 11.10 11.06 0.26 10.17Tensile 21.00 23.00 20.20 23.10 20.50 21.56 1.39 16.82Shear 16.20 17.80 18.00 19.30 17.90 17.84 1.10 14.08Tensile 32.80 32.60 32.00 31.80 31.50 32.14 0.55 30.28Shear 28.60 28.70 28.80 28.90 29.40 28.88 0.31 27.82Tensile 35.30 35.70 32.80 32.30 33.00 33.82 1.56 28.50Shear 26.80 26.80 22.80 26.90 28.70 26.40 2.17 19.00Tensile 37.80 38.40 33.20 35.80 34.70 35.98 2.15 28.63Shear 22.60 21.80 21.30 22.90 21.70 22.06 0.67 19.79

HSC-I M12x60

HSC-I M10x50

HSC-I M10x60

HSC-I M6x40

HSC-I M8x40

Size Type

HSC-I

Galvanized steel

Page 35 Dec 2012

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Summary of Test result of Hilti HSC-IR Safety Anchor

Sample Description: [supplied by Hilti (Hong Kong) Ltd.]

Product:

Size: M6 - M12

Material:

Coating: N/A

Concrete Description: [supplied and tested by ETS Testconsult Ltd]

Concrete Strength: 30MPa at 26days

Mix Proportion: Grade 30/20

Laboratory Information:

Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)

Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986

Date Tested: Nov-05

Test Result:

Result 1 Result 2 Result 3 Result 4 Result 5 Avg. Value

Std. Dev.

Charact. Load

[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 17.30 17.60 16.40 17.30 15.40 16.80 0.90 13.72Shear 11.60 11.70 10.70 10.80 10.30 11.02 0.61 8.95Tensile 22.00 23.70 22.50 22.60 23.00 22.76 0.63 20.60Shear 18.10 19.60 19.10 19.70 18.20 18.94 0.76 16.36Tensile 33.10 28.90 25.30 29.80 29.70 29.36 2.78 19.87Shear 29.90 29.70 29.90 28.10 30.10 29.54 0.82 26.75Tensile 32.80 33.30 32.10 32.50 31.90 32.52 0.56 30.62Shear 23.40 24.60 22.30 24.00 22.20 23.30 1.05 19.72Tensile 35.10 34.80 34.30 34.70 35.90 34.96 0.60 32.92Shear 28.00 26.70 26.90 26.30 27.70 27.12 0.71 24.70

HSC-IR M12x60

HSC-IR M10x50

HSC-IR M10x60

HSC-IR M6x40

HSC-IR M8x40

Size Type

HSC-IR

A4 stainless steel

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Page 48 Dec 2012

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Page 49 Dec 2012

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Cen

tre

Sci

entif

ique

et

Tec

hniq

ue d

u B

âtim

ent

4, a

venu

e du

Rec

teur

Poi

ncar

éF

-757

82 P

AR

IS C

edex

16

Tél

. :(3

3) 0

1 40

50

28 2

8F

ax :

(33)

01

45 2

5 61

51

Aut

oris

é et

notif

ié c

onfo

rmém

ent à

l’art

icle

10

de la

dire

ctiv

e89

/106

/EE

C d

u C

onse

il, d

u21

déc

embr

e 19

88, r

elat

ive

aura

ppro

chem

ent d

es d

ispo

sitio

nslé

gisl

ativ

es, r

égle

men

taire

set

adm

inis

trat

ives

des

Eta

tsm

embr

es c

once

rnan

tle

s pr

odui

ts d

eco

nstr

uctio

n.

ME

MB

RE

DE

L’E

OT

A

Eu

rop

ean

Tec

hn

ical

Ap

pro

val

ET

A-0

2/00

27(E

nglis

h la

ngua

ge tr

ansl

atio

n, th

e or

igin

al v

ersi

on is

in F

renc

h la

ngua

ge)

Nom

com

mer

cial

:T

rad

e n

ame:

Hilt

i HS

C

Titu

laire

:H

old

er o

f ap

pro

val:

Hilt

i AG

, Bu

sin

ess

Un

it A

nch

ors

FL

-949

4 S

CH

AA

NP

rin

cip

alit

y o

f L

iech

ten

stei

n

Typ

e gé

nériq

ue e

t util

isat

ion

prév

ue d

upr

odui

t de

cons

truc

tion

:C

hevi

lle m

étal

lique

en

acie

r ga

lvan

isé,

à v

erro

uilla

ge d

e fo

rme

par

auto

ancr

age,

de

fixat

ion

dans

le b

éton

: di

amèt

res

M6,

M8,

M10

et M

12.

Gen

eric

typ

e an

d u

se o

fco

nst

ruct

ion

pro

du

ct:

Sel

f-cu

ttin

g u

nd

ercu

t an

cho

r, m

ade

of

gal

van

ised

ste

el, f

or

use

in c

on

cret

e: s

izes

M6,

M8,

M10

an

d M

12.

Val

idité

du :

au :

Val

idit

y fr

om

/ to

:

20/0

9/20

0220

/09/

2007

Usi

ne d

e fa

bric

atio

n :

Man

ufa

ctu

rin

g p

lan

t:H

ilti C

o.L

td.,

pla

nt

8, Z

han

jian

g, C

hin

a

Le p

rése

nt A

grém

ent t

echn

ique

eur

opée

nco

ntie

nt :

Th

is E

uro

pea

n T

ech

nic

al A

pp

rova

lco

nta

ins:

17 p

ages

incl

uant

10

anne

xes

fais

ant p

artie

inté

gran

te d

u do

cum

ent.

17 p

ages

incl

ud

ing

10

ann

exes

wh

ich

fo

rm a

n in

teg

ral p

art

of

the

do

cum

ent.

Org

anis

atio

n po

ur l’

Agr

émen

t Tec

hniq

ue E

urop

éen

Eur

opea

n O

rgan

isat

ion

for

Tec

hnic

al A

ppro

vals

Pag

e 2

of E

urop

ean

tech

nica

l App

rova

l ET

A-0

2/00

27

I L

EG

AL

BA

SE

S A

ND

GE

NE

RA

L C

ON

DIT

ION

S

1.

Thi

s E

urop

ean

Tec

hnic

al

App

rova

l is

is

sued

by

th

e C

entr

e S

cien

tifiq

ue

et

Tec

hniq

ue

duB

âtim

ent i

n ac

cord

ance

with

:

− C

ounc

il D

irect

ive

89/1

06/E

EC

of

21

D

ecem

ber

1988

on

th

e ap

prox

imat

ion

of

law

s,re

gula

tions

an

d ad

min

istr

ativ

e pr

ovis

ions

of

M

embe

r S

tate

s re

latin

g to

co

nstr

uctio

npr

oduc

ts1 , m

odifi

ed b

y th

e C

ounc

il D

irect

ive

93/6

8/E

EC

of 2

2 Ju

ly 1

9932 ;

− D

écre

t n°

92-

647

du

8 ju

illet

19

923

conc

erna

nt

l’apt

itude

à

l’usa

ge

des

prod

uits

de

cons

truc

tion;

− C

omm

on

Pro

cedu

ral

Rul

es

for

Req

uest

ing,

P

repa

ring

and

the

Gra

ntin

g of

E

urop

ean

Tec

hnic

al A

ppro

vals

set

out

in th

e A

nnex

of C

omm

issi

on D

ecis

ion

94/2

3/E

C4 ;

− G

uide

line

for

Eur

opea

n T

echn

ical

A

ppro

val

of

« M

etal

A

ncho

rs

for

use

in

Con

cret

e »

ET

AG

001

, edi

tion

1997

, Par

t 1 «

Anc

hors

in g

ener

al »

and

Par

t 3 «

Und

ercu

t anc

hors

».

2.

The

C

entr

e S

cien

tifiq

ue

et

Tec

hniq

ue

du

Bât

imen

t is

au

thor

ised

to

ch

eck

whe

ther

th

epr

ovis

ions

of

this

Eur

opea

n T

echn

ical

App

rova

l ar

e m

et.

Che

ckin

g m

ay t

ake

plac

e in

the

man

ufac

turin

g pl

ant

(for

ex

ampl

e co

ncer

ning

th

e fu

lfilm

ent

of

assu

mpt

ions

m

ade

in

this

Eur

opea

n T

echn

ical

App

rova

l with

reg

ard

to m

anuf

actu

ring)

. Nev

erth

eles

s, th

e re

spon

sibi

lity

for

the

conf

orm

ity o

f the

pro

duct

s w

ith th

e E

urop

ean

Tec

hnic

al A

ppro

val a

nd f

or th

eir

fitne

ss f

or th

ein

tend

ed u

se r

emai

ns w

ith th

e ho

lder

of t

he E

urop

ean

Tec

hnic

al A

ppro

val.

3.

Thi

s E

urop

ean

Tec

hnic

al A

ppro

val

is n

ot t

o be

tra

nsfe

rred

to

man

ufac

ture

rs o

r ag

ents

of

man

ufac

ture

r ot

her

than

tho

se i

ndic

ated

on

page

1;

or m

anuf

actu

ring

plan

ts o

ther

tha

n th

ose

indi

cate

d on

pag

e 1

of th

is E

urop

ean

Tec

hnic

al A

ppro

val.

4.

Thi

s E

urop

ean

Tec

hnic

al A

ppro

val m

ay b

e w

ithdr

awn

by t

he C

entr

e S

cien

tifiq

ue e

t T

echn

ique

du B

âtim

ent p

ursu

ant t

o A

rtic

le 5

(1)

of t

he C

ounc

il D

irect

ive

89/1

06/E

EC

.

5.

Rep

rodu

ctio

n of

thi

s E

urop

ean

Tec

hnic

al A

ppro

val

incl

udin

g tr

ansm

issi

on b

y el

ectr

onic

mea

nssh

all

be i

n fu

ll. H

owev

er,

part

ial

repr

oduc

tion

can

be m

ade

with

the

writ

ten

cons

ent

of t

heC

entr

e S

cien

tifiq

ue e

t T

echn

ique

du

Bât

imen

t. In

thi

s ca

se p

artia

l re

prod

uctio

n ha

s to

be

desi

gnat

ed a

s su

ch.

Tex

ts a

nd d

raw

ings

of

adve

rtis

ing

broc

hure

s sh

all n

ot c

ontr

adic

t or

mis

use

the

Eur

opea

n T

echn

ical

App

rova

l.

6.

The

Eur

opea

n T

echn

ical

App

rova

l is

iss

ued

by t

he a

ppro

val

body

in

its o

ffic

ial

lang

uage

. T

his

vers

ion

corr

espo

nds

to t

he v

ersi

on c

ircul

ated

with

in E

OT

A.

Tra

nsla

tions

int

o ot

her

lang

uage

sha

ve to

be

desi

gnat

ed a

s su

ch.

1O

ffic

ial J

ourn

al o

f th

e E

urop

ean

Com

mun

ities

L 4

0, 1

1.2.

1989

, p. 1

22

Off

icia

l Jou

rnal

of

the

Eur

opea

n C

omm

uniti

es n

° L

220

, 30.

8.19

93, p

. 13

Jour

nal o

ffic

iel d

e la

Rép

ubliq

ue f

ranç

aise

du

14 ju

illet

199

24

Off

icia

l Jou

rnal

of

the

Eur

opea

n C

omm

uniti

es n

° L

17,

20.

1.19

94, p

. 34

Page 57 Dec 2012

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Pag

e 3

of E

urop

ean

tech

nica

l App

rova

l ET

A-0

2/00

27

II S

PE

CIF

IC C

ON

DIT

ION

S O

F T

HE

EU

RO

PE

AN

TE

CH

NIC

AL

AP

PR

OV

AL

1D

efin

itio

n o

f p

rod

uct

an

d in

ten

ded

use

1.1.

Def

init

ion

of

pro

du

ct

The

Hilt

i H

SC

anc

hor

in t

he r

ange

of

M6

to M

12 i

s a

self-

cutti

ng u

nder

cut

anch

or m

ade

ofga

lvan

ised

ste

el.

The

Hilt

i H

SC

anc

hor

is a

vaila

ble

in t

wo

vers

ions

: a

n ex

tern

ally

thr

eade

dve

rsio

n (H

SC

-A)

and

an in

tern

ally

thre

aded

ver

sion

(H

SC

-I).

It is

pla

ced

into

a h

ole

drill

ed w

ith a

spec

ial

step

dril

l bi

t an

d se

lf-cu

tting

und

ercu

t us

ing

a sp

ecia

l se

tting

too

l. T

he n

ut i

s to

rque

tight

ened

to

com

plet

e th

e fa

sten

ing

of t

he f

ixtu

re.

In t

he c

ase

of H

SC

-I v

ersi

on,

the

fixtu

re s

hall

be a

ncho

red

with

a fa

sten

ing

scre

w o

r a

thre

aded

rod

acc

ordi

ng to

Ann

ex 4

.F

or th

e in

stal

led

anch

or s

ee F

igur

es g

iven

in A

nnex

es 1

and

2.

1.2.

Inte

nd

ed u

se

The

anc

hor

is i

nten

ded

to b

e us

ed f

or a

ncho

rage

s fo

r w

hich

req

uire

men

ts f

or m

echa

nica

lre

sist

ance

and

sta

bilit

y an

d sa

fety

in u

se in

the

sen

se o

f th

e E

ssen

tial R

equi

rem

ents

1 a

nd 4

of

Cou

ncil

Dire

ctiv

e 89

/106

/EE

C s

hall

be f

ulfil

led

and

failu

re o

f an

chor

ages

mad

e w

ith t

hese

prod

ucts

wou

ld c

ompr

omis

e th

e st

abili

ty o

f th

e w

orks

, ca

use

risk

to h

uman

life

and

/or

lead

to

cons

ider

able

eco

nom

ic c

onse

quen

ces.

The

anc

hor

is to

be

used

onl

y fo

r an

chor

ages

sub

ject

to

stat

ic o

r qu

asi-s

tatic

loa

ding

in

rein

forc

ed o

r un

rein

forc

ed n

orm

al w

eigh

t co

ncre

te o

f st

reng

thcl

asse

s C

20/

25 m

inim

um t

o C

50/6

0 m

axim

um a

ccor

ding

to

EN

V 2

06-1

: 20

00-1

2. I

t m

ay b

ean

chor

ed in

cra

cked

and

non

-cra

cked

con

cret

e.

The

anc

hor

may

onl

y be

use

d in

con

cret

e su

bjec

t to

dry

inte

rnal

con

ditio

ns.

The

pro

visi

ons

mad

e in

thi

s E

urop

ean

Tec

hnic

al A

ppro

val a

re b

ased

on

an a

ssum

ed in

tend

edw

orki

ng l

ife o

f th

e an

chor

of

50 y

ears

. T

he i

ndic

atio

ns g

iven

on

the

wor

king

life

can

not

bein

terp

rete

d as

a g

uara

ntee

giv

en b

y th

e pr

oduc

er,

but

are

to b

e re

gard

ed o

nly

as a

mea

ns f

orch

oosi

ng t

he r

ight

pro

duct

s in

rel

atio

n to

the

exp

ecte

d ec

onom

ical

ly r

easo

nabl

e w

orki

ng li

fe o

fth

e w

orks

.

2C

har

acte

rist

ics

of

pro

du

ct a

nd

met

ho

ds

of

veri

fica

tio

n

2.1.

Ch

arac

teri

stic

s o

f p

rod

uct

The

anc

hor

in t

he r

ange

of

M6

to M

12 c

orre

spon

ds t

o th

e dr

awin

gs a

nd p

rovi

sion

s gi

ven

inA

nnex

es 1

to

4. T

he c

hara

cter

istic

mat

eria

l va

lues

, di

men

sion

s an

d to

lera

nces

of

the

anch

orno

t in

dica

ted

in A

nnex

es 2

to

4 sh

all

corr

espo

nd t

o th

e re

spec

tive

valu

es l

aid

dow

n in

the

tech

nica

l do

cum

enta

tion5

of

this

E

urop

ean

Tec

hnic

al

App

rova

l. T

he

char

acte

ristic

an

chor

valu

es f

or t

he d

esig

n of

anc

hora

ges

are

give

n in

Ann

exes

5 t

o 8.

The

spe

cial

too

ls r

equi

red

tous

e th

is a

ncho

r ar

e de

scrib

ed i

n A

nnex

es 9

to

10.

In t

he c

ase

of t

he H

SC

-I v

ersi

on,

the

fast

enin

g sc

rew

or

th

e th

read

ed

rod

shal

l at

le

ast

corr

espo

nd

to

the

stre

ngth

cl

ass

8.8

acco

rdin

g to

EN

ISO

898

-1 a

nd g

alva

nise

d F

e/Z

n 5

acco

rdin

g to

EN

ISO

404

2.

Eac

h an

chor

is

mar

ked

on t

he b

olt

with

the

pro

duct

nam

e (H

SC

-A o

r H

SC

-I),

the

nom

inal

diam

eter

of

the

thre

ad,

the

embe

dmen

t de

pth

and

the

max

imum

thi

ckne

ss o

f th

e fix

ture

acco

rdin

g to

Ann

ex 3

.

5T

he te

chni

cal d

ocum

enta

tion

of th

is E

urop

ean

Tec

hnic

al A

ppro

val i

s de

posi

ted

at th

e C

entr

e S

cien

tifiq

ueet

Tec

hniq

ue d

u B

âtim

ent a

nd, a

s fa

r as

rel

evan

t for

the

task

s of

the

appr

oved

bod

ies

invo

lved

in th

eat

test

atio

n of

con

form

ity p

roce

dure

, is

hand

ed o

ver

to th

e ap

prov

ed b

odie

s.

Pag

e 4

of E

urop

ean

tech

nica

l App

rova

l ET

A-0

2/00

27

As

exam

ple

: HS

C-A

M10

*40/

20

The

anc

hor

shal

l onl

y be

pac

kage

d an

d su

pplie

d as

a c

ompl

ete

unit.

2.2.

Met

ho

ds

of

veri

fica

tio

n

The

ass

essm

ent

of f

itnes

s of

the

anc

hor

for

the

inte

nded

use

in r

elat

ion

to t

he r

equi

rem

ents

for

mec

hani

cal

resi

stan

ce

and

stab

ility

an

d sa

fety

in

us

e in

th

e se

nse

of

the

Ess

entia

lR

equi

rem

ents

1 a

nd 4

has

bee

n m

ade

in a

ccor

danc

e w

ith t

he «

Gui

delin

e fo

r E

urop

ean

Tec

hnic

al A

ppro

val o

f M

etal

Anc

hors

for

use

in C

oncr

ete

», P

art

1 «

Anc

hors

in g

ener

al »

and

Par

t 3 «

Und

ercu

t anc

hors

», o

n th

e ba

sis

of O

ptio

n 1.

3E

valu

atio

n o

f C

on

form

ity

and

CE

mar

kin

g

3.1.

Att

esta

tio

n o

f co

nfo

rmit

y sy

stem

The

sys

tem

of

atte

stat

ion

of c

onfo

rmity

2 (

i) (r

efer

red

to a

s sy

stem

1)

acco

rdin

g to

Cou

ncil

Dire

ctiv

e 89

/106

/EE

C A

nnex

III l

aid

dow

n by

the

Eur

opea

n C

omm

issi

on p

rovi

des:

a) ta

sks

for

the

man

ufac

ture

r:

1. fa

ctor

y pr

oduc

tion

cont

rol,

2. fu

rthe

r te

stin

g of

sam

ples

take

n at

the

fact

ory

by th

e m

anuf

actu

rer

in a

ccor

danc

ew

ith a

pre

scrib

ed te

st p

lan.

b) ta

sks

for

the

appr

oved

bod

y:

3. in

itial

type

-tes

ting

of th

e pr

oduc

t,4.

initi

al in

spec

tion

of fa

ctor

y an

d of

fact

ory

prod

uctio

n co

ntro

l,5.

con

tinuo

us s

urve

illan

ce, a

sses

smen

t and

app

rova

l of f

acto

ry p

rodu

ctio

n co

ntro

l.

3.2.

Res

po

nsi

bili

ties

3.2.

1.T

asks

of t

he m

anuf

actu

rer,

fact

ory

prod

uctio

n co

ntro

l

The

man

ufac

ture

r ha

s a

fact

ory

prod

uctio

n co

ntro

l sys

tem

in th

e pl

ant a

nd e

xerc

ises

per

man

ent

inte

rnal

con

trol

of

prod

uctio

n. A

ll th

e el

emen

ts,

requ

irem

ents

and

pro

visi

ons

adop

ted

by t

hem

anuf

actu

rer

are

docu

men

ted

in a

sys

tem

atic

man

ner

in t

he f

orm

of

writ

ten

polic

ies

and

proc

edur

es.

Thi

s pr

oduc

tion

cont

rol

syst

em e

nsur

es t

hat

the

prod

uct

is i

n co

nfor

mity

with

the

Eur

opea

n T

echn

ical

App

rova

l.

The

man

ufac

ture

r sh

all o

nly

use

raw

mat

eria

ls s

uppl

ied

with

the

rel

evan

t in

spec

tion

docu

men

tsas

lai

d do

wn

in t

he p

resc

ribed

tes

t pl

an6 .

The

inc

omin

g ra

w m

ater

ials

sha

ll be

sub

ject

to

cont

rols

and

tes

ts b

y th

e m

anuf

actu

rer

befo

re a

ccep

tanc

e. C

heck

of

inco

min

g m

ater

ials

suc

has

nut

s, w

ashe

rs,

wire

for

bol

ts a

nd s

leev

es s

hall

incl

ude

cont

rol

of t

he i

nspe

ctio

n do

cum

ents

pres

ente

d by

su

pplie

rs

(com

paris

on

with

no

min

al

valu

es)

by

verif

ying

di

men

sion

an

dde

term

inin

g m

ater

ial p

rope

rtie

s, e

.g. t

ensi

le s

tren

gth,

har

dnes

s, s

urfa

ce fi

nish

.

The

man

ufac

ture

d co

mpo

nent

s of

the

anch

or s

hall

be s

ubje

cted

to th

e fo

llow

ing

test

s:

− D

imen

sion

s of

com

pone

nt p

arts

:bo

lt (d

iam

eter

s, le

ngth

s, th

read

and

mar

king

, geo

met

ry o

f the

con

e);

slee

ve (

leng

ths,

inte

rnal

and

ext

erna

l dia

met

ers,

geo

met

ry o

f the

exp

ansi

on p

art,

cutti

ng e

dge)

;he

xago

nal n

ut (

prop

er r

unni

ng, w

renc

h si

ze a

cros

s fla

ts);

6T

he p

resc

ribed

test

pla

n ha

s be

en d

epos

ited

at th

e C

entr

e S

cien

tifiq

ue e

t Tec

hniq

ue d

u B

âtim

ent a

nd is

only

mad

e av

aila

ble

to th

e ap

prov

ed b

odie

s in

volv

ed in

the

conf

orm

ity a

ttest

atio

n pr

oced

ure.

Page 58 Dec 2012

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Pag

e 5

of E

urop

ean

tech

nica

l App

rova

l ET

A-0

2/00

27

was

her

(dia

met

ers,

thic

knes

s).

− M

ater

ial

prop

ertie

s:

bolt

(ulti

mat

e te

nsile

st

reng

th),

sl

eeve

(u

ltim

ate

tens

ile

stre

ngth

),he

xago

nal n

ut (

proo

f loa

d), w

ashe

r (h

ardn

ess)

.−

Vis

ual c

ontr

ol o

f cor

rect

ass

embl

y an

d of

com

plet

enes

s of

the

anch

or.

The

fre

quen

cy o

f co

ntro

ls a

nd t

ests

con

duct

ed d

urin

g pr

oduc

tion

and

on t

he a

ssem

bled

anc

hor

is la

id d

own

in t

he p

resc

ribed

tes

t pl

an t

akin

g ac

coun

t of

the

aut

omat

ed m

anuf

actu

ring

proc

ess

of th

e an

chor

.

The

res

ults

of

fact

ory

prod

uctio

n co

ntro

l ar

e re

cord

ed a

nd e

valu

ated

. T

he r

ecor

ds i

nclu

de a

tle

ast t

he fo

llow

ing

info

rmat

ion:

− de

sign

atio

n of

the

prod

uct,

basi

c m

ater

ial a

nd c

ompo

nent

s;−

type

of c

ontr

ol o

r te

stin

g;−

date

of

man

ufac

ture

of

the

prod

uct

and

date

of

test

ing

of t

he p

rodu

ct o

r ba

sic

mat

eria

l and

com

pone

nts;

− re

sult

of c

ontr

ol a

nd te

stin

g an

d, if

app

ropr

iate

, com

paris

on w

ith r

equi

rem

ents

;−

sign

atur

e of

per

son

resp

onsi

ble

for

fact

ory

prod

uctio

n co

ntro

l.

The

rec

ords

sha

ll be

pre

sent

ed t

o th

e in

spec

tion

body

dur

ing

the

cont

inuo

us s

urve

illan

ce.

On

requ

est,

they

sha

ll be

pre

sent

ed to

the

Cen

tre

Sci

entif

ique

et T

echn

ique

du

Bât

imen

t.

Det

ails

of

the

exte

nt,

natu

re a

nd f

requ

ency

of

test

ing

and

cont

rols

to

be p

erfo

rmed

with

in t

hefa

ctor

y pr

oduc

tion

cont

rol

shal

l co

rres

pond

to

the

pres

crib

ed t

est

plan

whi

ch i

s pa

rt o

f th

ete

chni

cal d

ocum

enta

tion

of th

is E

urop

ean

Tec

hnic

al A

ppro

val.

3.2.

2.T

asks

of a

ppro

ved

bodi

es

3.2.

2.1.

Initi

al ty

pe-t

estin

g of

the

prod

uct

For

ini

tial

type

-tes

ting

the

resu

lts o

f th

e te

sts

perf

orm

ed a

s pa

rt o

f th

e as

sess

men

t fo

r th

eE

urop

ean

Tec

hnic

al A

ppro

val s

hall

be u

sed

unle

ss t

here

are

cha

nges

in t

he p

rodu

ctio

n lin

e or

plan

t. In

suc

h ca

ses

the

nece

ssar

y in

itial

typ

e-te

stin

g ha

s to

be

agre

ed b

etw

een

the

Cen

tre

Sci

entif

ique

et T

echn

ique

du

Bât

imen

t and

the

appr

oved

bod

ies

invo

lved

.

3.2.

2.2.

Initi

al in

spec

tion

of fa

ctor

y an

d of

fact

ory

prod

uctio

n co

ntro

l

The

app

rove

d bo

dy s

hall

asce

rtai

n th

at,

in a

ccor

danc

e w

ith t

he p

resc

ribed

tes

t pl

an,

the

fact

ory

and

the

fact

ory

prod

uctio

n co

ntro

l are

sui

tabl

e to

ens

ure

cont

inuo

us a

nd o

rder

ly m

anuf

actu

ring

of t

he a

ncho

r ac

cord

ing

to t

he s

peci

ficat

ions

men

tione

d in

2.1

. as

wel

l as

to t

he A

nnex

es t

o th

eE

urop

ean

Tec

hnic

al A

ppro

val.

3.2.

2.3.

Con

tinuo

us s

urve

illan

ce

The

app

rove

d bo

dy s

hall

visi

t the

fac

tory

at l

east

onc

e a

year

for

reg

ular

insp

ectio

n. I

t ha

s to

be

verif

ied

that

th

e sy

stem

of

fa

ctor

y pr

oduc

tion

cont

rol

and

the

spec

ified

au

tom

ated

man

ufac

turin

g pr

oces

s ar

e m

aint

aine

d ta

king

acc

ount

of t

he p

resc

ribed

test

pla

n.

Con

tinuo

us s

urve

illan

ce a

nd a

sses

smen

t of

fac

tory

pro

duct

ion

cont

rol

have

to

be p

erfo

rmed

acco

rdin

g to

the

pres

crib

ed te

st p

lan.

The

res

ults

of

prod

uct

cert

ifica

tion

and

cont

inuo

us s

urve

illan

ce s

hall

be m

ade

avai

labl

e on

dem

and

by t

he c

ertif

icat

ion

body

or

insp

ectio

n bo

dy,

resp

ectiv

ely,

to

the

Cen

tre

Sci

entif

ique

et

Tec

hniq

ue d

u B

âtim

ent.

In c

ases

whe

re t

he p

rovi

sion

s of

the

Eur

opea

n T

echn

ical

App

rova

l and

the

pres

crib

ed te

st p

lan

are

no lo

nger

fulfi

lled

the

conf

orm

ity c

ertif

icat

e sh

all b

e w

ithdr

awn.

Pag

e 6

of E

urop

ean

tech

nica

l App

rova

l ET

A-0

2/00

27

3.3.

CE

-Mar

kin

g

The

CE

mar

king

sha

ll be

aff

ixed

on

each

pac

kagi

ng o

f an

chor

s. T

he s

ymbo

l «

CE

» s

hall

beac

com

pani

ed b

y th

e fo

llow

ing

info

rmat

ion:

− id

entif

icat

ion

num

ber

of th

e ce

rtifi

catio

n bo

dy;

− na

me

or id

entif

ying

mar

k of

the

prod

ucer

and

man

ufac

turin

g pl

ant;

− th

e la

st tw

o di

gits

of t

he y

ear

in w

hich

the

CE

-mar

king

was

aff

ixed

;−

num

ber

of th

e E

C c

ertif

icat

e of

con

form

ity;

− nu

mbe

r of

the

Eur

opea

n T

echn

ical

App

rova

l;−

use

cate

gory

(E

TA

G 0

01-1

Opt

ion1

);−

size

.

4A

ssu

mp

tio

ns

un

der

wh

ich

th

e fi

tnes

s o

f th

e p

rod

uct

fo

r th

e in

ten

ded

use

was

favo

ura

bly

ass

esse

d

4.1.

Man

ufa

ctu

rin

g

The

anc

hor

is m

anuf

actu

red

in a

ccor

danc

e w

ith t

he p

rovi

sion

s of

the

Eur

opea

n T

echn

ical

App

rova

l us

ing

the

auto

mat

ed m

anuf

actu

ring

proc

ess

as i

dent

ified

dur

ing

insp

ectio

n of

the

plan

t by

the

Cen

tre

Sci

entif

ique

et

Tec

hniq

ue d

u B

âtim

ent

and

the

appr

oved

bod

y an

d la

iddo

wn

in th

e te

chni

cal d

ocum

enta

tion.

4.2.

Inst

alla

tio

n

4.2.

1.D

esig

n of

anc

hora

ges

The

fitn

ess

of th

e an

chor

s fo

r th

e in

tend

ed u

se is

giv

en u

nder

the

follo

win

g co

nditi

ons:

The

anc

hora

ges

are

desi

gned

in

acco

rdan

ce w

ith t

he «

Gui

delin

e fo

r E

urop

ean

Tec

hnic

alA

ppro

val

of M

etal

Anc

hors

for

Use

in

Con

cret

e »,

Ann

ex C

, M

etho

d A

, fo

r un

derc

ut a

ncho

rsun

der

the

resp

onsi

bilit

y of

an

en

gine

er

expe

rienc

ed

in

anch

orag

es

and

conc

rete

w

ork.

Ver

ifiab

le c

alcu

latio

n no

tes

and

draw

ings

are

pre

pare

d ta

king

acc

ount

of

the

load

s to

be

anch

ored

.

The

pos

ition

of

the

anch

or i

s in

dica

ted

on t

he d

esig

n dr

awin

gs (

e.g.

pos

ition

of

the

anch

orre

lativ

e to

rei

nfor

cem

ent o

r to

sup

port

, etc

.).

The

min

imum

str

engt

h cl

ass

and

the

min

imum

scr

ewin

g de

pth

of t

he f

aste

ning

scr

ew o

rth

read

ed r

od f

or i

nsta

llatio

n of

the

fix

ture

sha

ll m

eet

the

requ

irem

ents

acc

ordi

ng t

o A

nnex

4.

The

le

ngth

of

th

e fa

sten

ing

scre

w

or

thre

aded

ro

d sh

all

be

defin

ed

acco

rdin

g to

th

ere

quire

men

ts g

iven

in

Ann

ex 4

, ta

king

int

o ac

coun

t th

e av

aila

ble

thre

ad l

engt

h, t

he m

inim

umsc

rew

ing

dept

h, th

e th

ickn

ess

of fi

xtur

e an

d to

lera

nces

of m

embe

r an

d fix

ture

.

4.2.

2.In

stal

latio

n of

anc

hors

The

fitn

ess

for

use

of th

e an

chor

can

onl

y be

ass

umed

if th

e an

chor

is in

stal

led

as fo

llow

s:

− an

chor

inst

alla

tion

carr

ied

out

by a

ppro

pria

tely

qua

lifie

d pe

rson

nel a

nd u

nder

the

sup

ervi

sion

of th

e pe

rson

res

pons

ible

for

tech

nica

l mat

ters

on

the

site

;

Page 59 Dec 2012

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Pag

e 7

of E

urop

ean

tech

nica

l App

rova

l ET

A-0

2/00

27

− us

e of

the

anc

hor

only

as

supp

lied

by t

he m

anuf

actu

rer

with

out

exch

angi

ng t

he c

ompo

nent

sof

an

anch

or;

− an

chor

in

stal

latio

n in

ac

cord

ance

w

ith

the

man

ufac

ture

r’s

spec

ifica

tions

an

d dr

awin

gspr

epar

ed fo

r th

at p

urpo

se a

nd u

sing

the

appr

opria

te s

peci

al to

ols;

− th

ickn

ess

of t

he f

ixtu

re c

orre

spon

ding

to

the

rang

e of

req

uire

d th

ickn

ess

valu

es f

or t

he t

ype

of a

ncho

r;−

chec

ks b

efor

e pl

acin

g th

e an

chor

to

ensu

re t

hat

the

stre

ngth

cla

ss o

f th

e co

ncre

te in

whi

chth

e an

chor

is t

o be

pla

ced

is in

the

ran

ge g

iven

and

is n

ot lo

wer

tha

n th

at o

f th

e co

ncre

te t

ow

hich

the

char

acte

ristic

load

s ap

ply;

− ch

eck

of c

oncr

ete

bein

g w

ell c

ompa

cted

, e.g

. with

out s

igni

fican

t voi

ds;

− cl

earin

g th

e ho

le o

f dril

ling

dust

;−

anch

or i

nsta

llatio

n en

surin

g th

e sp

ecifi

ed e

mbe

dmen

t de

pth

usin

g th

e sp

ecia

l re

quire

dst

eppe

d dr

ill b

it.−

anch

or i

nsta

llatio

n en

surin

g co

mpl

ete

expa

nsio

n of

the

sle

eve

usin

g th

e sp

ecia

l re

quire

dse

tting

to

ol,

that

is

th

e en

d fa

ce

of

the

expa

nsio

n sl

eeve

re

ache

s th

e de

pth

of

the

embe

dmen

t mar

k on

the

stud

;−

keep

ing

of th

e ed

ge d

ista

nce

and

spac

ing

to th

e sp

ecifi

ed v

alue

s w

ithou

t min

us to

lera

nces

;−

posi

tioni

ng o

f the

dril

l hol

es w

ithou

t dam

agin

g th

e re

info

rcem

ent;

− in

cas

e of

abo

rted

hol

e: n

ew d

rillin

g at

a m

inim

um d

ista

nce

away

of

twic

e th

e de

pth

of t

heab

orte

d ho

le o

r sm

alle

r di

stan

ce if

the

abor

ted

drill

hol

e is

fill

ed w

ith h

igh

stre

ngth

mor

tar

and

if un

der

shea

r or

obl

ique

ten

sion

loa

d it

is n

ot t

o th

e an

chor

in

the

dire

ctio

n of

loa

dap

plic

atio

n;−

the

fast

enin

g sc

rew

or

thre

aded

rod

sha

ll co

rres

pond

to th

e re

quire

men

ts g

iven

in A

nnex

4;

− ap

plic

atio

n of

the

torq

ue m

omen

t giv

en in

Ann

ex 4

usi

ng a

cal

ibra

ted

torq

ue w

renc

h.

4.2.

3.R

espo

nsib

ility

of t

he m

anuf

actu

rer

It is

the

man

ufac

ture

r’s r

espo

nsib

ility

to

ensu

re t

hat

the

info

rmat

ion

on t

he s

peci

fic c

ondi

tions

acco

rdin

g to

1 a

nd 2

incl

udin

g A

nnex

es r

efer

red

to in

4.2

.1. a

nd 4

.2.2

. is

give

n to

thos

e w

ho a

reco

ncer

ned.

Thi

s in

form

atio

n m

ay b

e m

ade

by r

epro

duct

ion

of t

he r

espe

ctiv

e pa

rts

of t

heE

urop

ean

Tec

hnic

al A

ppro

val.

In a

dditi

on a

ll in

stal

latio

n da

ta s

hall

be s

how

n cl

early

on

the

pack

age

and/

or o

n an

enc

lose

d in

stru

ctio

n sh

eet,

pref

erab

ly u

sing

illu

stra

tion(

s).

The

min

imum

dat

a re

quire

d ar

e:

− dr

ill b

it di

amet

er,

− th

read

dia

met

er,

− m

axim

um th

ickn

ess

of th

e fix

ture

,−

requ

ired

inst

alla

tion

and

hole

dep

th,

− m

inim

um s

crew

ing

dept

h of

the

fast

enin

g sc

rew

or

thre

aded

rod

(H

SC

-I v

ersi

on),

− m

inim

um s

tren

gth

clas

s of

the

fas

teni

ng s

crew

or

thre

aded

rod

acc

ordi

ng t

o E

N I

SO

898

-1(H

SC

-I v

ersi

on),

− re

quire

d to

rque

mom

ent,

− in

form

atio

n on

the

inst

alla

tion

proc

edur

e, in

clud

ing

clea

ning

of

the

hole

, pr

efer

ably

by

mea

nsof

an

illus

trat

ion,

− re

fere

nce

to a

ny s

peci

al in

stal

latio

n eq

uipm

ent n

eede

d,−

iden

tific

atio

n of

the

man

ufac

turin

g ba

tch.

All

data

sha

ll be

pre

sent

ed in

a c

lear

and

exp

licit

form

.

The

ori

gina

l Fre

nch

vers

ion

is s

igne

d by

Le

Dir

ecte

ur T

echn

ique

J.-D

. ME

RL

ET

Pag

e 8

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

1

of E

urop

ean

Pro

du

ct a

nd

inte

nd

ed u

seT

echn

ical

App

rova

lE

TA

-02/

0027

HS

C s

afet

y an

chor

(ex

tern

ally

and

inte

rnal

ly th

read

ed v

ersi

on)

HS

C-A

HS

C-I

b

olt w

ithsl

eeve

was

her

hexa

gon

bolt

with

slee

veco

nenu

tco

ne

Inst

alle

d co

nditi

on: H

SC

-A s

afet

y an

chor

(ex

tern

ally

thre

aded

ver

sion

)

effe

ctiv

e an

chor

age

dept

h

dept

h of

dril

led

hole

fixtu

reth

ickn

ess

Inst

alle

d co

nditi

on: H

SC

-I s

afet

y an

chor

(in

tern

ally

thre

aded

ver

sion

)

scre

win

g de

pth

effe

ctiv

e an

chor

age

dept

h

dept

h of

dril

led

hole

Page 60 Dec 2012

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Pag

e 9

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

2

of E

urop

ean

Mat

eria

lsT

echn

ical

App

rova

lE

TA

-02/

0027

h ef =

40

mm

h ef =

50

mm

h ef =

60

mm

mar

king

for

1 1

2 2

34

HSC .. HSC ..

HS

C-I

HS

C-A

par

td

esig

nat

ion

mat

eria

l (g

alva

nis

ed s

teel

1))

1co

ne b

olt w

ith e

xter

nal t

hrea

dgr

ade

8.8

EN

ISO

898

-1

cone

bol

t with

inte

rnal

thre

adgr

ade

8.8

EN

ISO

898

-1

2ex

pans

ion

slee

vega

lvan

ised

ste

el

3w

ashe

rga

lvan

ised

ste

el

4he

xago

n nu

tgr

ade

8E

N 2

0898

-2

1) g

al. Z

n ≥

5µm

Tab

le 1

: M

ater

ials

Pag

e 10

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

3

of E

urop

ean

Dim

ensi

on

s o

f an

cho

rT

echn

ical

App

rova

lE

TA

-02/

0027

Ext

ern

al t

hre

ad a

nch

or

HS

C-A

mar

king

HIL

TI 8

.8m

arki

ng e

.g. H

SC

-A M

8 x

40 /t

fix

øb

ød

øe

l s

M..

HSC -A

Anc

hor

type

HS

C-A

size

diam

eter

of

cone

bol

t

b [

mm

]

leng

th o

fex

pans

ion

slee

ve

l s [m

m]

diam

eter

of

expa

nsio

n sl

eeve

d [

mm

]

diam

eter

of

was

her

e [m

m]

M8

x 40

M8

13,5

40,8

13,5

16

M10

x 4

0M

1015

,540

,815

,520

M8

x 50

M8

13,5

50,8

13,5

16

M12

x 6

0M

1217

,560

,817

,524

Tab

le 2

: D

imen

sion

s fo

r ex

tern

ally

thre

aded

ver

sion

HS

C-A

Inte

rnal

th

read

an

cho

r H

SC

-I

mar

king

HIL

TI 8

.8m

arki

ng e

.g.

HS

C-I

M6

x 40

øb

ød

l bl s

M..

HSC-I

Anc

hor

type

HS

C-I

size

leng

th o

f con

ebo

lt

l b [

mm

]

diam

eter

of

cone

bol

t

b [

mm

]

leng

th o

fex

pans

ion

slee

ve

l s [m

m]

diam

eter

of

expa

nsio

n sl

eeve

d [

mm

]

M6

x 40

M6

43,3

13,5

40,8

13,5

M8

x 40

M8

43,8

15,5

40,8

15,5

M10

x 5

0M

1054

,817

,550

,817

,5

M10

x 6

0M

1064

,817

,560

,817

,5

M12

x 6

0M

1264

,819

,560

,819

,5

Tab

le 3

: D

imen

sion

s fo

r in

tern

ally

thre

aded

ver

sion

HS

C-I

Page 61 Dec 2012

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Pag

e 11

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

4

of E

urop

ean

Inst

alla

tio

n d

ata

Tec

hnic

al A

ppro

val

ET

A-0

2/00

27

Tab

le 4

:H

SC

-A E

xter

nal t

hrea

d an

chor

An

cho

r ty

pe

HS

C-A

M8x

40/t

fix

M10

x40/

t fix

M8x

50/t

fix

M12

x60/

t fix

Nom

inal

dia

met

er o

f dril

l bit

d 0 [m

m]

1416

1418

Dep

th o

f dril

l hol

eh 1

[mm

]46

46,5

5668

Tor

que

mom

ent

Tin

st [N

m]

1020

1030

Dia

met

er o

f cle

aran

ce h

ole

in th

e fix

ture

d f [m

m]

912

914

Tab

le 5

:H

SC

-I I

nter

nal t

hrea

d an

chor

Fas

teni

ng s

crew

or

thre

aded

rod

: Min

imum

stre

ngth

cla

ss 8

.8 a

ccor

ding

to E

N IS

O 8

98-1

;m

inim

um s

crew

dep

th m

in s

; the

leng

th o

f the

fast

enin

g sh

all b

e de

term

ined

dep

endi

ng o

nth

ickn

ess

of fi

xtur

e t fi

x, a

dmis

sibl

e to

lera

nces

and

avai

labl

e th

read

leng

th.

An

cho

r ty

pe

HS

C-I

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

Nom

inal

dia

met

er o

f dril

l bit

d 0 [m

m]

1416

1818

20

Dep

th o

f dril

led

hole

h 1 [m

m]

4646

,556

6868

,5

Tor

que

mom

ent

Tin

st [N

m]

1010

2030

30

Dia

met

er o

f cle

aran

ce h

ole

in th

e fix

ture

d f [m

m]

79

1212

14

Scr

ewin

g de

pth

min

s [m

m]

68

1010

12

max

s [m

m]

1622

2828

30

h ef

h 1

t fix

s

h ef

h 1

Pag

e 12

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

5

Min

imu

m d

ista

nce

s ;

char

acte

rist

icof

Eur

opea

nre

sist

ance

to

ten

sio

n lo

ads

Tec

hnic

al A

ppro

val

(des

ign

met

ho

d A

)E

TA

-02/

0027

Tab

le 6

:M

inim

um th

ickn

ess

of c

oncr

ete

mem

ber,

min

imum

spa

cing

and

min

imum

edg

e di

stan

ces

of a

ncho

rs

HS

C-A

M8x

40M

10x4

0M

8x50

M12

x60

Min

imum

thic

knes

s of

conc

rete

mem

ber

h min

[mm

]10

010

010

013

0

Min

imum

spa

cing

s min

[mm

]40

4050

60M

inim

um e

dge

dist

ance

c min

[mm

]40

4050

60

HS

C-I

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

Min

imum

thic

knes

s of

conc

rete

mem

ber

h min

[mm

]10

010

011

013

013

0

Min

imum

spa

cing

s min

[mm

]40

4050

6060

Min

imum

edg

e di

stan

cec m

in[m

m]

4040

5060

60

Tab

le 7

:C

hara

cter

istic

res

ista

nce

to te

nsio

n lo

ads

(des

ign

met

hod

A)

HS

C-A

M8x

40M

10x4

0M

8x50

M12

x60

Ste

el f

ailu

reC

hara

cter

istic

res

ista

nce

NR

k,s

[kN

]29

,346

,429

,367

,4P

artia

l saf

ety

fact

orγ M

s1,

50

Co

ncr

ete

con

e an

d s

plit

tin

g f

ailu

reE

ffect

ive

anch

orag

e de

pth

h ef

[mm

]40

4050

60

γ 21,

0P

artia

l saf

ety

fact

or in

crac

ked

and

non

crac

ked

conc

rete

γ Mc

= γ M

,sp

1,80

Spa

cing

s cr,

N[m

m]

120

120

150

180

Edg

e di

stan

cec c

r,N

[mm

]60

6075

90S

paci

ngs c

r,sp

[mm

]13

012

017

018

0E

dge

dist

ance

c cr,

sp[m

m]

6560

8590

HS

C-I

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

Ste

el f

ailu

reC

hara

cter

istic

res

ista

nce

NR

k,s

[kN

]16

,124

,430

,330

,336

,5P

artia

l saf

ety

fact

orγ M

s1,

50

Co

ncr

ete

con

e an

d s

plit

tin

g f

ailu

reE

ffect

ive

anch

orag

e de

pth

h ef

[mm

]40

4050

6060

γ 21,

0P

artia

l saf

ety

fact

or in

crac

ked

and

non

crac

ked

conc

rete

γ Mc

= γ M

,sp

1,80

Spa

cing

s cr,

N[m

m]

120

120

150

180

180

Edg

e di

stan

cec c

r,N

[mm

]60

6075

9090

Spa

cing

s cr,

sp[m

m]

130

120

170

180

180

Edg

e di

stan

cec c

r,sp

[mm

]65

6085

9090

Page 62 Dec 2012

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Pag

e 13

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

6

Ch

arac

teri

stic

res

ista

nce

to

of E

urop

ean

shea

r lo

ads

(des

ign

met

ho

d A

)T

echn

ical

App

rova

lE

TA

-02/

0027

Tab

le 8

:C

hara

cter

istic

res

ista

nce

to s

hear

load

s (d

esig

n m

etho

d A

)

HS

C-A

M8x

40M

10x4

0M

8x50

M12

x60

Ste

el f

ailu

re w

ith

ou

t le

ver

arm

Cha

ract

eris

tic r

esis

tanc

e V

Rk,

s[k

N]

14,6

23,2

14,6

33,7

Par

tial s

afet

y fa

ctor

γ Ms

1,25

Ste

el f

ailu

re w

ith

leve

r ar

m

Cha

ract

eris

tic r

esis

tanc

e M

Rk,

s[N

m]

3060

3010

5

Par

tial s

afet

y fa

ctor

γ Ms

1,25

Co

ncr

ete

pry

ou

t fa

ilure

Fac

tor

in e

quat

ion

(5.6

) of

ET

AG

Ann

ex C

, §5.

2.3.

3k

22

22

γ 21,

0P

artia

l saf

ety

fact

or

γ Mc

1,80

Co

ncr

ete

edg

e fa

ilure

Effe

ctiv

e le

ngth

of a

ncho

rin

she

ar lo

adin

gl f

[mm

]40

4050

60

Ext

erna

l dia

met

er o

f anc

hor

d nom

[mm

]14

1614

18

γ 21,

0P

artia

l saf

ety

fact

or

γ Mc

1,80

HS

C-I

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

Ste

el f

ailu

re w

ith

ou

t le

ver

arm

Cha

ract

eris

tic r

esis

tanc

eV

Rk,

s[k

N]

8,0

12,2

15,2

15,2

18,2

Par

tial s

afet

y fa

ctor

γ

Ms

1,25

Ste

el f

ailu

re w

ith

leve

r ar

m

Cha

ract

eris

tic r

esis

tanc

e M

Rk,

s[N

.m]

1230

6060

105

Par

tial s

afet

y fa

ctor

γ Ms

1,25

Co

ncr

ete

pry

ou

t fa

ilure

Fac

tor

in e

quat

ion

(5.6

) of

ET

AG

Ann

ex C

, §5.

2.3.

3k

22

22

2

γ 21,

0P

artia

l saf

ety

fact

or

γ Mc

1,80

Co

ncr

ete

edg

e fa

ilure

Effe

ctiv

e le

ngth

of a

ncho

rin

she

ar lo

adin

gl f

[mm

]40

4050

6060

Ext

erna

l dia

met

er o

f anc

hor

d nom

[mm

]14

1618

1820

γ 21,

0P

artia

l saf

ety

fact

or

γ Mc

1,80

Pag

e 14

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

7

of E

urop

ean

Dis

pla

cem

ent

valu

es u

nd

er t

ensi

on

Tec

hnic

al A

ppro

val

load

sE

TA

-02/

0027

Tab

le 9

:D

ispl

acem

ents

und

er te

nsio

n lo

ads

HS

C-A

M8x

40M

10x4

0M

8x50

M12

x60

Ten

sion

load

in C

20/2

5(C

50/6

0) c

rack

ed c

oncr

ete

[kN

]3,

6 (

5,6)

3,6

(5,

6)5,

1 (

7,8)

6,6

(10

,3)

δ N0

[mm

]0,

2 (

0,4)

0,2

(0,

4)0,

3 (

0,4)

0,4

(0,

4)D

ispl

acem

ent

δ N∞

[mm

]0,

7 (

0,7)

0,7

(0,

7)0,

6 (

0,6)

0,4

(0,

4)

HS

C-I

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

Ten

sion

load

in C

20/2

5(C

50/6

0) c

rack

ed c

oncr

ete

[kN

]3,

6 (

5,6)

3,6

(5,

6)5,

1 (

7,8)

6,6

(10

,3)

6,6

(10

,3)

δ N0

[mm

]0,

2 (

0,4)

0,2

(0,

4)0,

3 (

0,4)

0,4

(0,4

)0,

4 (

0,4)

Dis

plac

emen

t

δ N∞

[mm

]0,

7 (

0,7)

0,7

(0,

7)0,

6 (

0,6)

0,4

(0,

4)0,

4 (

0,4)

HS

C-A

M8x

40M

10x4

0M

8x50

M12

x60

Ten

sion

load

in C

20/2

5(C

50/6

0)no

n-cr

acke

dco

ncre

te

[kN

]5,

1 (

7,8)

5,1

(7,

8)7,

1 (

11,0

)9,

3 (

14,4

)

δ N0

[mm

]0,

1 (

0,2)

0,1

(0,

2)0,

1 (

0,2)

0,1

(0,

2)D

ispl

acem

ent

δ N∞

[mm

]0,

2 (

0,2)

0,2

(0,

2)0,

2 (

0,2)

0,2

(0,

2)

HS

C-I

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

Ten

sion

load

in C

20/2

5(C

50/6

0) n

on-c

rack

edco

ncre

te

[kN

]5,

1 (

7,6)

5,1

(7,8

)7,

1 (

11,0

)9,

3 (

14,4

)9,

3 (

14,4

)

δ N0

[mm

]0,

1 (

0,2)

0,1

(0,

2)0,

1 (

0,2)

0,1

(0,

2)0,

1 (

0,2)

Dis

plac

emen

t

δ N∞

[mm

]0,

2 (

0,2)

0,2

(0,

2)0,

2 (

0,2)

0,2

(0,

2)0,

2 (

0,2)

Page 63 Dec 2012

Page 64: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Pag

e 15

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

8

of E

urop

ean

Dis

pla

cem

ent

valu

es u

nd

er s

hea

rT

echn

ical

App

rova

llo

ads

ET

A-0

2/00

27

Tab

le 1

0:D

ispl

acem

ents

und

er s

hear

load

s*

HS

C-A

M8x

40/1

5M

10x4

0/20

M8x

50/1

5M

12x6

0/20

She

ar lo

ad in

C20

/25

to C

50/6

0cr

acke

d an

d no

n-cr

acke

d co

ncre

te[k

N]

8,4

13,3

8,4

19,3

δ V0

[mm

]3,

0

(+1,

7)

3,0

(+1,

7)

2,8

(+1,

7)

3,0

(+1,

7)

Dis

plac

emen

t

δ V∞

[mm

]4,

5

(+1,

7)

4,5

(+1,

7)

4,3

(+1,

7)

4,5

(+1,

7)

HS

C-I

M6x

40M

8x40

M10

x50

M10

x60

M12

x60

She

ar lo

ad in

C20

/25

to C

50/6

0cr

acke

d an

d no

n-cr

acke

d co

ncre

te[k

N]

4,6

7,0

8,7

8,7

10,4

δ V0

[mm

]3,

0

(+1,

7)

3,0

(+1,

7)

2,8

(+1,

7)

3,0

(+1,

7)

3,0

(+1,

7)

Dis

plac

emen

t

δ V∞

[mm

]4,

5

(+1,

7)

4,5

(+1,

7)

4,3

(+1,

7)

4,5

(+1,

7)

4,5

(+1,

7)*

The

dis

plac

emen

ts v

alue

s gi

ven

in ta

ble

10 c

orre

spon

d to

the

anch

or’s

ow

n de

form

atio

n. T

his

disp

lace

men

t is

acco

mpa

nied

by

adi

spla

cem

ent,

indi

cate

d in

bra

cket

s, li

nked

to th

e br

ingi

ng in

to c

onta

ct o

f th

e an

chor

’s b

ody

and

the

edge

of

the

drill

ed h

ole

in th

eco

ncre

te s

ubst

rate

on

the

one

hand

and

on

the

fixt

ure

on th

e ot

her

hand

.

Pag

e 16

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

9

of E

urop

ean

Dri

llin

g a

nd

set

tin

g t

oo

lT

echn

ical

App

rova

lE

TA

-02/

0027

Ste

pp

ed d

rill

bit

HS

C-B

HS

C-B

...

conn

ectio

n en

d

t

ød0

typ

edi

amet

er o

f dril

l bit

d0

[mm

]to

tal l

engt

ht

[mm

]H

SC

-B 1

4 x

4014

46H

SC

-B 1

6 x

4016

46,5

HS

C-B

14

x 50

1456

HS

C-B

18

x 50

1858

HS

C-B

18

x 60

1868

HS

C-B

20

x 60

2068

,5

Tab

le 1

1: D

imen

sion

s of

ste

pped

dril

l bit

Set

tin

g t

oo

l HS

C-M

W

inse

rtse

tting

tool

conn

ectio

n en

d

hf

øg

øc

øk

HS

C-M

W...

sett

ing

to

ol /

inse

rt t

oo

lh

[m

m]

c [m

m]

g [

mm

]k

[mm

]f

[mm

]

HS

C-M

W 1

437

,58,

113

,5-

-H

SC

-EW

14

-8

-4,

917

HS

C-M

W 1

640

10,1

16-

-H

SC

-EW

16

-10

-6,

624

,5

HS

C-M

W 1

847

12,1

18-

-H

SC

-EW

18

-12

-8,

331

HS

C-M

W 2

047

14,1

20-

-H

SC

-EW

20

-13

,9-

10,1

34

Tab

le 1

2: S

ettin

g to

ol H

SC

-MW

/ in

sert

tool

HS

C-E

WT

he s

ettin

g to

ol H

SC

-MW

.. is

nee

ded

for

both

ver

sion

s of

HS

C s

afet

y an

chor

. T

he i

nser

t to

ol H

SC

-EW

.. is

nee

ded

only

for

the

HS

C-I

ver

sion

.

Page 64 Dec 2012

Page 65: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Pag

e 17

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0027

Hilt

i Saf

ety

An

cho

r H

SC

An

nex

10

of E

urop

ean

Dri

llin

g a

nd

set

tin

g t

oo

lT

echn

ical

App

rova

lE

TA

-02/

0027

Tab

le 1

3: R

equi

red

setti

ng to

ols

and

step

ped

drill

bits

for

HS

C-A

An

cho

r ty

pe

HS

C-A

M8

x 40

/ tfi

x

HS

C-A

M10

x 4

0/ t

fix

HS

C-A

M8

x 50

/ tfi

x

HS

C-A

M12

x 6

0/ t

fix

Ste

pped

dril

l bit

HS

C-B

14 x

40

HS

C-B

16 x

40

HS

C-B

14 x

50

HS

C-B

18 x

60

Set

ting

tool

HS

C-M

W14

HS

C-M

W16

HS

C-M

W14

HS

C-M

W18

Tab

le 1

4: R

equi

red

setti

ng to

ols

and

step

ped

drill

bits

for

HS

C-I

An

cho

r ty

pe

HS

C-I

M6

x 40

HS

C-I

M8

x 40

HS

C-I

M10

x 5

0H

SC

-IM

10 x

60

HS

C-I

M12

x 6

0

Ste

pped

dril

l bit

HS

C-B

14 x

40

HS

C-B

16 x

40

HS

C-B

18 x

50

HS

C-B

18 x

60

HS

C-B

20 x

60

Set

ting

tool

HS

C-M

W14

HS

C-M

W16

HS

C-M

W18

HS

C-M

W18

HS

C-M

W20

Inse

rt to

olH

SC

-EW

14H

SC

-EW

16H

SC

-EW

18H

SC

-EW

18H

SC

-EW

20

Page 65 Dec 2012

Page 66: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Cen

tre

Sci

entif

ique

et

Tec

hniq

ue d

u B

âtim

ent

4, a

venu

e du

Rec

teur

Poi

ncar

éF

-757

82 P

AR

IS C

edex

16

Tél

. :(3

3) 0

1 40

50

28 2

8F

ax :

(33)

01

45 2

5 61

51

Aut

oris

é et

notif

ié c

onfo

rmém

ent à

l’art

icle

10

de la

dire

ctiv

e89

/106

/EE

C d

u C

onse

il, d

u21

déc

embr

e 19

88, r

elat

ive

aura

ppro

chem

ent d

es d

ispo

sitio

nslé

gisl

ativ

es, r

égle

men

taire

set

adm

inis

trat

ives

des

Eta

tsm

embr

es c

once

rnan

tle

s pr

odui

ts d

eco

nstr

uctio

n.

ME

MB

RE

DE

L’E

OT

A

Eu

rop

ean

Tec

hn

ical

Ap

pro

val

ET

A-0

2/00

28(E

nglis

h la

ngua

ge tr

ansl

atio

n, th

e or

igin

al v

ersi

on is

in F

renc

h la

ngua

ge)

Nom

com

mer

cial

:T

rad

e n

ame:

Hilt

i HS

C-R

Titu

laire

:H

old

er o

f ap

pro

val:

Hilt

i AG

, Bu

sin

ess

Un

it A

nch

ors

FL

-949

4 S

CH

AA

NP

rin

cip

alit

y o

f L

iech

ten

stei

n

Typ

e gé

nériq

ue e

t util

isat

ion

prév

ue d

upr

odui

t de

cons

truc

tion

:C

hevi

lle m

étal

lique

en

acie

r in

oxyd

able

, à v

erro

uilla

ge d

e fo

rme

par

auto

ancr

age,

de

fixat

ion

dans

le b

éton

: di

amèt

res

M6,

M8,

M10

et M

12.

Gen

eric

typ

e an

d u

se o

fco

nst

ruct

ion

pro

du

ct:

Sel

f-cu

ttin

g u

nd

ercu

t an

cho

r, m

ade

of

stai

nle

ss s

teel

, fo

ru

se in

co

ncr

ete:

siz

es M

6, M

8, M

10 a

nd

M12

.

Val

idité

du :

au :

Val

idit

y fr

om

/ to

:

20/0

9/20

0220

/09/

2007

Usi

ne d

e fa

bric

atio

n :

Man

ufa

ctu

rin

g p

lan

t:H

ilti C

o.L

td.,

pla

nt

8, Z

han

jian

g, C

hin

a

Le p

rése

nt A

grém

ent t

echn

ique

eur

opée

nco

ntie

nt :

Th

is E

uro

pea

n T

ech

nic

al A

pp

rova

lco

nta

ins:

17 p

ages

incl

uant

10

anne

xes

fais

ant p

artie

inté

gran

te d

u do

cum

ent.

17 p

ages

incl

ud

ing

10

ann

exes

wh

ich

fo

rm a

n in

teg

ral p

art

of

the

do

cum

ent.

Org

anis

atio

n po

ur l’

Agr

émen

t Tec

hniq

ue E

urop

éen

Eur

opea

n O

rgan

isat

ion

for

Tec

hnic

al A

ppro

vals

Pag

e 2

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

I L

EG

AL

BA

SE

S A

ND

GE

NE

RA

L C

ON

DIT

ION

S

1.

Thi

s E

urop

ean

Tec

hnic

al

App

rova

l is

is

sued

by

th

e C

entr

e S

cien

tifiq

ue

et

Tec

hniq

ue

duB

âtim

ent i

n ac

cord

ance

with

:

− C

ounc

il D

irect

ive

89/1

06/E

EC

of

21

D

ecem

ber

1988

on

th

e ap

prox

imat

ion

of

law

s,re

gula

tions

an

d ad

min

istr

ativ

e pr

ovis

ions

of

M

embe

r S

tate

s re

latin

g to

co

nstr

uctio

npr

oduc

ts1 , m

odifi

ed b

y th

e C

ounc

il D

irect

ive

93/6

8/E

EC

of 2

2 Ju

ly 1

9932 ;

− D

écre

t n°

92-

647

du

8 ju

illet

19

923

conc

erna

nt

l’apt

itude

à

l’usa

ge

des

prod

uits

de

cons

truc

tion;

− C

omm

on

Pro

cedu

ral

Rul

es

for

Req

uest

ing,

P

repa

ring

and

the

Gra

ntin

g of

E

urop

ean

Tec

hnic

al A

ppro

vals

set

out

in th

e A

nnex

of C

omm

issi

on D

ecis

ion

94/2

3/E

C4 ;

− G

uide

line

for

Eur

opea

n T

echn

ical

A

ppro

val

of

« M

etal

A

ncho

rs

for

use

in

Con

cret

e »

ET

AG

001

, edi

tion

1997

, Par

t 1 «

Anc

hors

in g

ener

al »

and

Par

t 3 «

Und

ercu

t anc

hors

».

2.

The

C

entr

e S

cien

tifiq

ue

et

Tec

hniq

ue

du

Bât

imen

t is

au

thor

ised

to

ch

eck

whe

ther

th

epr

ovis

ions

of

this

Eur

opea

n T

echn

ical

App

rova

l ar

e m

et.

Che

ckin

g m

ay t

ake

plac

e in

the

man

ufac

turin

g pl

ant

(for

ex

ampl

e co

ncer

ning

th

e fu

lfilm

ent

of

assu

mpt

ions

m

ade

in

this

Eur

opea

n T

echn

ical

App

rova

l with

reg

ard

to m

anuf

actu

ring)

. Nev

erth

eles

s, th

e re

spon

sibi

lity

for

the

conf

orm

ity o

f the

pro

duct

s w

ith th

e E

urop

ean

Tec

hnic

al A

ppro

val a

nd f

or th

eir

fitne

ss f

or th

ein

tend

ed u

se r

emai

ns w

ith th

e ho

lder

of t

he E

urop

ean

Tec

hnic

al A

ppro

val.

3.

Thi

s E

urop

ean

Tec

hnic

al A

ppro

val

is n

ot t

o be

tra

nsfe

rred

to

man

ufac

ture

rs o

r ag

ents

of

man

ufac

ture

r ot

her

than

tho

se i

ndic

ated

on

page

1;

or m

anuf

actu

ring

plan

ts o

ther

tha

n th

ose

indi

cate

d on

pag

e 1

of th

is E

urop

ean

Tec

hnic

al A

ppro

val.

4.

Thi

s E

urop

ean

Tec

hnic

al A

ppro

val m

ay b

e w

ithdr

awn

by t

he C

entr

e S

cien

tifiq

ue e

t T

echn

ique

du B

âtim

ent p

ursu

ant t

o A

rtic

le 5

(1)

of t

he C

ounc

il D

irect

ive

89/1

06/E

EC

.

5.

Rep

rodu

ctio

n of

thi

s E

urop

ean

Tec

hnic

al A

ppro

val

incl

udin

g tr

ansm

issi

on b

y el

ectr

onic

mea

nssh

all

be i

n fu

ll. H

owev

er,

part

ial

repr

oduc

tion

can

be m

ade

with

the

writ

ten

cons

ent

of t

heC

entr

e S

cien

tifiq

ue e

t T

echn

ique

du

Bât

imen

t. In

thi

s ca

se p

artia

l re

prod

uctio

n ha

s to

be

desi

gnat

ed a

s su

ch.

Tex

ts a

nd d

raw

ings

of

adve

rtis

ing

broc

hure

s sh

all n

ot c

ontr

adic

t or

mis

use

the

Eur

opea

n T

echn

ical

App

rova

l.

6.

The

Eur

opea

n T

echn

ical

App

rova

l is

iss

ued

by t

he a

ppro

val

body

in

its o

ffic

ial

lang

uage

. T

his

vers

ion

corr

espo

nds

to t

he v

ersi

on c

ircul

ated

with

in E

OT

A.

Tra

nsla

tions

int

o ot

her

lang

uage

sha

ve to

be

desi

gnat

ed a

s su

ch.

1O

ffic

ial J

ourn

al o

f th

e E

urop

ean

Com

mun

ities

L 4

0, 1

1.2.

1989

, p. 1

22

Off

icia

l Jou

rnal

of

the

Eur

opea

n C

omm

uniti

es n

° L

220

, 30.

8.19

93, p

. 13

Jour

nal o

ffic

iel d

e la

Rép

ubliq

ue f

ranç

aise

du

14 ju

illet

199

24

Off

icia

l Jou

rnal

of

the

Eur

opea

n C

omm

uniti

es n

° L

17,

20.

1.19

94, p

. 34

Page 66 Dec 2012

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Pag

e 3

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

II S

PE

CIF

IC C

ON

DIT

ION

S O

F T

HE

EU

RO

PE

AN

TE

CH

NIC

AL

AP

PR

OV

AL

1D

efin

itio

n o

f p

rod

uct

an

d in

ten

ded

use

1.1.

Def

init

ion

of

pro

du

ct

The

Hilt

i H

SC

-R a

ncho

r in

the

ran

ge o

f M

6 to

M12

is

a se

lf-cu

tting

und

ercu

t an

chor

mad

e of

stai

nles

s st

eel.

The

Hilt

i H

SC

-R a

ncho

r is

ava

ilabl

e in

tw

o ve

rsio

ns :

an

exte

rnal

ly t

hrea

ded

vers

ion

(HS

C-A

R)

and

an i

nter

nally

thr

eade

d ve

rsio

n (H

SC

-IR

). I

t is

pla

ced

into

a h

ole

drill

edw

ith a

spe

cial

ste

p dr

ill b

it an

d se

lf-cu

tting

und

ercu

t us

ing

a sp

ecia

l se

tting

too

l. T

he n

ut i

sto

rque

tig

hten

ed t

o co

mpl

ete

the

fast

enin

g of

the

fix

ture

. In

the

cas

e of

HS

C-I

R v

ersi

on,

the

fixtu

re s

hall

be a

ncho

red

with

a fa

sten

ing

scre

w o

r th

read

ed r

od a

ccor

ding

to A

nnex

4.

For

the

inst

alle

d an

chor

see

Fig

ures

giv

en in

Ann

exes

1 a

nd 2

.

1.2.

Inte

nd

ed u

se

The

anc

hor

is i

nten

ded

to b

e us

ed f

or a

ncho

rage

s fo

r w

hich

req

uire

men

ts f

or m

echa

nica

lre

sist

ance

and

sta

bilit

y an

d sa

fety

in u

se in

the

sen

se o

f th

e E

ssen

tial R

equi

rem

ents

1 a

nd 4

of

Cou

ncil

Dire

ctiv

e 89

/106

/EE

C s

hall

be f

ulfil

led

and

failu

re o

f an

chor

ages

mad

e w

ith t

hese

prod

ucts

wou

ld c

ompr

omis

e th

e st

abili

ty o

f th

e w

orks

, ca

use

risk

to h

uman

life

and

/or

lead

to

cons

ider

able

eco

nom

ic c

onse

quen

ces.

The

anc

hor

is to

be

used

onl

y fo

r an

chor

ages

sub

ject

to

stat

ic o

r qu

asi-s

tatic

loa

ding

in

rein

forc

ed o

r un

rein

forc

ed n

orm

al w

eigh

t co

ncre

te o

f st

reng

thcl

asse

s C

20/

25 m

inim

um t

o C

50/6

0 m

axim

um a

ccor

ding

to

EN

V 2

06-1

: 20

00-1

2. I

t m

ay b

ean

chor

ed in

cra

cked

and

non

-cra

cked

con

cret

e.

The

anc

hor

may

be

used

in

conc

rete

sub

ject

to

dry

inte

rnal

con

ditio

ns a

nd a

lso

in c

oncr

ete

subj

ect

to e

xter

nal

atm

osph

eric

exp

osur

e (in

clud

ing

indu

stria

l an

d m

arin

e en

viro

nmen

t),

orex

posu

re i

n pe

rman

ently

dam

p in

tern

al c

ondi

tions

, if

no p

artic

ular

agg

ress

ive

cond

ition

s ex

ist.

Suc

h pa

rtic

ular

agg

ress

ive

cond

ition

s ar

e e.

g. p

erm

anen

t, al

tern

atin

g im

mer

sion

in s

eaw

ater

or

the

spla

sh z

one

of s

eaw

ater

, ch

lorid

e at

mos

pher

e of

ind

oor

swim

min

g po

ols

or a

tmos

pher

ew

ith e

xtre

me

chem

ical

pol

lutio

n (e

.g.

in d

esul

phur

izat

ion

plan

ts o

r ro

ad t

unne

ls w

here

de-

icin

gm

ater

ials

are

use

d).

The

pro

visi

ons

mad

e in

thi

s E

urop

ean

Tec

hnic

al A

ppro

val a

re b

ased

on

an a

ssum

ed in

tend

edw

orki

ng l

ife o

f th

e an

chor

of

50 y

ears

. T

he i

ndic

atio

ns g

iven

on

the

wor

king

life

can

not

bein

terp

rete

d as

a g

uara

ntee

giv

en b

y th

e pr

oduc

er,

but

are

to b

e re

gard

ed o

nly

as a

mea

ns f

orch

oosi

ng t

he r

ight

pro

duct

s in

rel

atio

n to

the

exp

ecte

d ec

onom

ical

ly r

easo

nabl

e w

orki

ng li

fe o

fth

e w

orks

.

2C

har

acte

rist

ics

of

pro

du

ct a

nd

met

ho

ds

of

veri

fica

tio

n

2.1.

Ch

arac

teri

stic

s o

f p

rod

uct

The

anc

hor

in t

he r

ange

of

M6

to M

12 c

orre

spon

ds t

o th

e dr

awin

gs a

nd p

rovi

sion

s gi

ven

inA

nnex

es 1

to

4. T

he c

hara

cter

istic

mat

eria

l va

lues

, di

men

sion

s an

d to

lera

nces

of

the

anch

orno

t in

dica

ted

in A

nnex

es 2

to

4 sh

all

corr

espo

nd t

o th

e re

spec

tive

valu

es l

aid

dow

n in

the

tech

nica

l do

cum

enta

tion5

of

this

E

urop

ean

Tec

hnic

al

App

rova

l. T

he

char

acte

ristic

an

chor

valu

es f

or t

he d

esig

n of

anc

hora

ges

are

give

n in

Ann

exes

5 t

o 8.

The

spe

cial

too

ls r

equi

red

tous

e th

is a

ncho

r ar

e de

scrib

ed in

Ann

exes

9 to

10.

5T

he te

chni

cal d

ocum

enta

tion

of th

is E

urop

ean

Tec

hnic

al A

ppro

val i

s de

posi

ted

at th

e C

entr

e S

cien

tifiq

ueet

Tec

hniq

ue d

u B

âtim

ent a

nd, a

s fa

r as

rel

evan

t for

the

task

s of

the

appr

oved

bod

ies

invo

lved

in th

eat

test

atio

n of

con

form

ity p

roce

dure

, is

hand

ed o

ver

to th

e ap

prov

ed b

odie

s.

Pag

e 4

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

In t

he c

ase

of t

he H

SC

-IR

ver

sion

, th

e fa

sten

ing

scre

w o

r th

read

ed r

od s

hall

be a

t le

ast

stee

lgr

ade

A4-

70 a

ccor

ding

to E

N IS

O 3

506.

Eac

h an

chor

is

mar

ked

on t

he b

olt

with

the

pro

duct

nam

e (H

SC

-AR

or

HS

C-I

R),

the

nom

inal

diam

eter

of

the

thre

ad,

the

embe

dmen

t de

pth

and

the

max

imum

thi

ckne

ss o

f th

e fix

ture

acco

rdin

g to

Ann

ex 3

.

As

exam

ple

: HS

C-A

R M

10*4

0/20

The

anc

hor

shal

l onl

y be

pac

kage

d an

d su

pplie

d as

a c

ompl

ete

unit.

2.2.

Met

ho

ds

of

veri

fica

tio

n

The

ass

essm

ent

of f

itnes

s of

the

anc

hor

for

the

inte

nded

use

in r

elat

ion

to t

he r

equi

rem

ents

for

mec

hani

cal

resi

stan

ce

and

stab

ility

an

d sa

fety

in

us

e in

th

e se

nse

of

the

Ess

entia

lR

equi

rem

ents

1 a

nd 4

has

bee

n m

ade

in a

ccor

danc

e w

ith t

he «

Gui

delin

e fo

r E

urop

ean

Tec

hnic

al A

ppro

val o

f M

etal

Anc

hors

for

use

in C

oncr

ete

», P

art

1 «

Anc

hors

in g

ener

al »

and

Par

t 3 «

Und

ercu

t anc

hors

», o

n th

e ba

sis

of O

ptio

n 1.

3E

valu

atio

n o

f C

on

form

ity

and

CE

mar

kin

g

3.1.

Att

esta

tio

n o

f co

nfo

rmit

y sy

stem

The

sys

tem

of

atte

stat

ion

of c

onfo

rmity

2 (

i) (r

efer

red

to a

s sy

stem

1)

acco

rdin

g to

Cou

ncil

Dire

ctiv

e 89

/106

/EE

C A

nnex

III l

aid

dow

n by

the

Eur

opea

n C

omm

issi

on p

rovi

des:

a) ta

sks

for

the

man

ufac

ture

r:

1. fa

ctor

y pr

oduc

tion

cont

rol,

2. fu

rthe

r te

stin

g of

sam

ples

take

n at

the

fact

ory

by th

e m

anuf

actu

rer

in a

ccor

danc

ew

ith a

pre

scrib

ed te

st p

lan.

b) ta

sks

for

the

appr

oved

bod

y:

3. in

itial

type

-tes

ting

of th

e pr

oduc

t,4.

initi

al in

spec

tion

of fa

ctor

y an

d of

fact

ory

prod

uctio

n co

ntro

l,5.

con

tinuo

us s

urve

illan

ce, a

sses

smen

t and

app

rova

l of f

acto

ry p

rodu

ctio

n co

ntro

l.

3.2.

Res

po

nsi

bili

ties

3.2.

1.T

asks

of t

he m

anuf

actu

rer,

fact

ory

prod

uctio

n co

ntro

l

The

man

ufac

ture

r ha

s a

fact

ory

prod

uctio

n co

ntro

l sys

tem

in th

e pl

ant a

nd e

xerc

ises

per

man

ent

inte

rnal

con

trol

of

prod

uctio

n. A

ll th

e el

emen

ts,

requ

irem

ents

and

pro

visi

ons

adop

ted

by t

hem

anuf

actu

rer

are

docu

men

ted

in a

sys

tem

atic

man

ner

in t

he f

orm

of

writ

ten

polic

ies

and

proc

edur

es.

Thi

s pr

oduc

tion

cont

rol

syst

em e

nsur

es t

hat

the

prod

uct

is i

n co

nfor

mity

with

the

Eur

opea

n T

echn

ical

App

rova

l.

The

man

ufac

ture

r sh

all o

nly

use

raw

mat

eria

ls s

uppl

ied

with

the

rel

evan

t in

spec

tion

docu

men

tsas

lai

d do

wn

in t

he p

resc

ribed

tes

t pl

an6 .

The

inc

omin

g ra

w m

ater

ials

sha

ll be

sub

ject

to

cont

rols

and

tes

ts b

y th

e m

anuf

actu

rer

befo

re a

ccep

tanc

e. C

heck

of

inco

min

g m

ater

ials

suc

has

nut

s, w

ashe

rs,

wire

for

bol

ts a

nd s

leev

es s

hall

incl

ude

cont

rol

of t

he i

nspe

ctio

n do

cum

ents

6T

he p

resc

ribed

test

pla

n ha

s be

en d

epos

ited

at th

e C

entr

e S

cien

tifiq

ue e

t Tec

hniq

ue d

u B

âtim

ent a

nd is

only

mad

e av

aila

ble

to th

e ap

prov

ed b

odie

s in

volv

ed in

the

conf

orm

ity a

ttest

atio

n pr

oced

ure.

Page 67 Dec 2012

Page 68: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Pag

e 5

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

pres

ente

d by

su

pplie

rs

(com

paris

on

with

no

min

al

valu

es)

by

verif

ying

di

men

sion

an

dde

term

inin

g m

ater

ial p

rope

rtie

s, e

.g. t

ensi

le s

tren

gth,

har

dnes

s, s

urfa

ce fi

nish

.

The

man

ufac

ture

d co

mpo

nent

s of

the

anch

or s

hall

be s

ubje

cted

to th

e fo

llow

ing

test

s:

− D

imen

sion

s of

com

pone

nt p

arts

:bo

lt (d

iam

eter

s, le

ngth

s, th

read

and

mar

king

, geo

met

ry o

f the

con

e);

slee

ve (

leng

ths,

inte

rnal

and

ext

erna

l dia

met

ers,

geo

met

ry o

f the

exp

ansi

on p

art,

cutti

ng e

dge)

;he

xago

nal n

ut (

prop

er r

unni

ng, w

renc

h si

ze a

cros

s fla

ts);

was

her

(dia

met

ers,

thic

knes

s).

− M

ater

ial

prop

ertie

s:

bolt

(ulti

mat

e te

nsile

st

reng

th),

sl

eeve

(u

ltim

ate

tens

ile

stre

ngth

),he

xago

nal n

ut (

proo

f loa

d), w

ashe

r (h

ardn

ess)

.−

Vis

ual c

ontr

ol o

f cor

rect

ass

embl

y an

d of

com

plet

enes

s of

the

anch

or.

The

fre

quen

cy o

f co

ntro

ls a

nd t

ests

con

duct

ed d

urin

g pr

oduc

tion

and

on t

he a

ssem

bled

anc

hor

is la

id d

own

in t

he p

resc

ribed

tes

t pl

an t

akin

g ac

coun

t of

the

aut

omat

ed m

anuf

actu

ring

proc

ess

of th

e an

chor

.

The

res

ults

of

fact

ory

prod

uctio

n co

ntro

l ar

e re

cord

ed a

nd e

valu

ated

. T

he r

ecor

ds i

nclu

de a

tle

ast t

he fo

llow

ing

info

rmat

ion:

− de

sign

atio

n of

the

prod

uct,

basi

c m

ater

ial a

nd c

ompo

nent

s;−

type

of c

ontr

ol o

r te

stin

g;−

date

of

man

ufac

ture

of

the

prod

uct

and

date

of

test

ing

of t

he p

rodu

ct o

r ba

sic

mat

eria

l and

com

pone

nts;

− re

sult

of c

ontr

ol a

nd te

stin

g an

d, if

app

ropr

iate

, com

paris

on w

ith r

equi

rem

ents

;−

sign

atur

e of

per

son

resp

onsi

ble

for

fact

ory

prod

uctio

n co

ntro

l.

The

rec

ords

sha

ll be

pre

sent

ed t

o th

e in

spec

tion

body

dur

ing

the

cont

inuo

us s

urve

illan

ce.

On

requ

est,

they

sha

ll be

pre

sent

ed to

the

Cen

tre

Sci

entif

ique

et T

echn

ique

du

Bât

imen

t.

Det

ails

of

the

exte

nt,

natu

re a

nd f

requ

ency

of

test

ing

and

cont

rols

to

be p

erfo

rmed

with

in t

hefa

ctor

y pr

oduc

tion

cont

rol

shal

l co

rres

pond

to

the

pres

crib

ed t

est

plan

whi

ch i

s pa

rt o

f th

ete

chni

cal d

ocum

enta

tion

of th

is E

urop

ean

Tec

hnic

al A

ppro

val.

3.2.

2.T

asks

of a

ppro

ved

bodi

es

3.2.

2.1.

Initi

al ty

pe-t

estin

g of

the

prod

uct

For

ini

tial

type

-tes

ting

the

resu

lts o

f th

e te

sts

perf

orm

ed a

s pa

rt o

f th

e as

sess

men

t fo

r th

eE

urop

ean

Tec

hnic

al A

ppro

val s

hall

be u

sed

unle

ss t

here

are

cha

nges

in t

he p

rodu

ctio

n lin

e or

plan

t. In

suc

h ca

ses

the

nece

ssar

y in

itial

typ

e-te

stin

g ha

s to

be

agre

ed b

etw

een

the

Cen

tre

Sci

entif

ique

et T

echn

ique

du

Bât

imen

t and

the

appr

oved

bod

ies

invo

lved

.

3.2.

2.2.

Initi

al in

spec

tion

of fa

ctor

y an

d of

fact

ory

prod

uctio

n co

ntro

l

The

app

rove

d bo

dy s

hall

asce

rtai

n th

at,

in a

ccor

danc

e w

ith t

he p

resc

ribed

tes

t pl

an,

the

fact

ory

and

the

fact

ory

prod

uctio

n co

ntro

l are

sui

tabl

e to

ens

ure

cont

inuo

us a

nd o

rder

ly m

anuf

actu

ring

of t

he a

ncho

r ac

cord

ing

to t

he s

peci

ficat

ions

men

tione

d in

2.1

. as

wel

l as

to t

he A

nnex

es t

o th

eE

urop

ean

Tec

hnic

al A

ppro

val.

3.2.

2.3.

Con

tinuo

us s

urve

illan

ce

The

app

rove

d bo

dy s

hall

visi

t the

fac

tory

at l

east

onc

e a

year

for

reg

ular

insp

ectio

n. I

t ha

s to

be

verif

ied

that

th

e sy

stem

of

fa

ctor

y pr

oduc

tion

cont

rol

and

the

spec

ified

au

tom

ated

man

ufac

turin

g pr

oces

s ar

e m

aint

aine

d ta

king

acc

ount

of t

he p

resc

ribed

test

pla

n.

Pag

e 6

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Con

tinuo

us s

urve

illan

ce a

nd a

sses

smen

t of

fac

tory

pro

duct

ion

cont

rol

have

to

be p

erfo

rmed

acco

rdin

g to

the

pres

crib

ed te

st p

lan.

The

res

ults

of

prod

uct

cert

ifica

tion

and

cont

inuo

us s

urve

illan

ce s

hall

be m

ade

avai

labl

e on

dem

and

by t

he c

ertif

icat

ion

body

or

insp

ectio

n bo

dy,

resp

ectiv

ely,

to

the

Cen

tre

Sci

entif

ique

et

Tec

hniq

ue d

u B

âtim

ent.

In c

ases

whe

re t

he p

rovi

sion

s of

the

Eur

opea

n T

echn

ical

App

rova

l and

the

pres

crib

ed te

st p

lan

are

no lo

nger

fulfi

lled

the

conf

orm

ity c

ertif

icat

e sh

all b

e w

ithdr

awn.

3.3.

CE

-Mar

kin

g

The

CE

mar

king

sha

ll be

aff

ixed

on

each

pac

kagi

ng o

f an

chor

s. T

he s

ymbo

l «

CE

» s

hall

beac

com

pani

ed b

y th

e fo

llow

ing

info

rmat

ion:

− id

entif

icat

ion

num

ber

of th

e ce

rtifi

catio

n bo

dy;

− na

me

or id

entif

ying

mar

k of

the

prod

ucer

and

man

ufac

turin

g pl

ant;

− th

e la

st tw

o di

gits

of t

he y

ear

in w

hich

the

CE

-mar

king

was

aff

ixed

;−

num

ber

of th

e E

C c

ertif

icat

e of

con

form

ity;

− nu

mbe

r of

the

Eur

opea

n T

echn

ical

App

rova

l;−

use

cate

gory

(E

TA

G 0

01-1

Opt

ion1

);−

size

.

4A

ssu

mp

tio

ns

un

der

wh

ich

th

e fi

tnes

s o

f th

e p

rod

uct

fo

r th

e in

ten

ded

use

was

favo

ura

bly

ass

esse

d

4.1.

Man

ufa

ctu

rin

g

The

anc

hor

is m

anuf

actu

red

in a

ccor

danc

e w

ith t

he p

rovi

sion

s of

the

Eur

opea

n T

echn

ical

App

rova

l us

ing

the

auto

mat

ed m

anuf

actu

ring

proc

ess

as i

dent

ified

dur

ing

insp

ectio

n of

the

plan

t by

the

Cen

tre

Sci

entif

ique

et

Tec

hniq

ue d

u B

âtim

ent

and

the

appr

oved

bod

y an

d la

iddo

wn

in th

e te

chni

cal d

ocum

enta

tion.

4.2.

Inst

alla

tio

n

4.2.

1.D

esig

n of

anc

hora

ges

The

fitn

ess

of th

e an

chor

s fo

r th

e in

tend

ed u

se is

giv

en u

nder

the

follo

win

g co

nditi

ons:

The

anc

hora

ges

are

desi

gned

in

acco

rdan

ce w

ith t

he «

Gui

delin

e fo

r E

urop

ean

Tec

hnic

alA

ppro

val

of M

etal

Anc

hors

for

Use

in

Con

cret

e »,

Ann

ex C

, M

etho

d A

, fo

r un

derc

ut a

ncho

rsun

der

the

resp

onsi

bilit

y of

an

en

gine

er

expe

rienc

ed

in

anch

orag

es

and

conc

rete

w

ork.

Ver

ifiab

le c

alcu

latio

n no

tes

and

draw

ings

are

pre

pare

d ta

king

acc

ount

of

the

load

s to

be

anch

ored

.

The

pos

ition

of

the

anch

or i

s in

dica

ted

on t

he d

esig

n dr

awin

gs (

e.g.

pos

ition

of

the

anch

orre

lativ

e to

rei

nfor

cem

ent o

r to

sup

port

, etc

.).

The

min

imum

str

engt

h cl

ass

and

the

min

imum

scr

ewin

g de

pth

of t

he f

aste

ning

scr

ew o

rth

read

ed r

od f

or i

nsta

llatio

n of

the

fix

ture

sha

ll m

eet

the

requ

irem

ents

acc

ordi

ng t

o A

nnex

4.

The

le

ngth

of

th

e fa

sten

ing

scre

w

or

thre

aded

ro

d sh

all

be

defin

ed

acco

rdin

g to

th

ere

quire

men

ts g

iven

in

Ann

ex 4

, ta

king

int

o ac

coun

t th

e av

aila

ble

thre

ad l

engt

h, t

he m

inim

umsc

rew

ing

dept

h, th

e th

ickn

ess

of fi

xtur

e an

d to

lera

nces

of m

embe

r an

d fix

ture

.

Page 68 Dec 2012

Page 69: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Pag

e 7

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

4.2.

2.In

stal

latio

n of

anc

hors

The

fitn

ess

for

use

of th

e an

chor

can

onl

y be

ass

umed

if th

e an

chor

is in

stal

led

as fo

llow

s:

− an

chor

inst

alla

tion

carr

ied

out

by a

ppro

pria

tely

qua

lifie

d pe

rson

nel a

nd u

nder

the

sup

ervi

sion

of th

e pe

rson

res

pons

ible

for

tech

nica

l mat

ters

on

the

site

;−

use

of t

he a

ncho

r on

ly a

s su

pplie

d by

the

man

ufac

ture

r w

ithou

t ex

chan

ging

the

com

pone

nts

of a

n an

chor

;−

anch

or

inst

alla

tion

in

acco

rdan

ce

with

th

e m

anuf

actu

rer’s

sp

ecifi

catio

ns

and

draw

ings

prep

ared

for

that

pur

pose

and

usi

ng th

e ap

prop

riate

spe

cial

tool

s;−

thic

knes

s of

the

fix

ture

cor

resp

ondi

ng t

o th

e ra

nge

of r

equi

red

thic

knes

s va

lues

for

the

typ

eof

anc

hor;

− ch

ecks

bef

ore

plac

ing

the

anch

or t

o en

sure

tha

t th

e st

reng

th c

lass

of

the

conc

rete

in w

hich

the

anch

or is

to

be p

lace

d is

in t

he r

ange

giv

en a

nd is

not

low

er t

han

that

of

the

conc

rete

to

whi

ch th

e ch

arac

teris

tic lo

ads

appl

y;−

chec

k of

con

cret

e be

ing

wel

l com

pact

ed, e

.g. w

ithou

t sig

nific

ant v

oids

;−

clea

ring

the

hole

of d

rillin

g du

st;

− an

chor

ins

talla

tion

ensu

ring

the

spec

ified

em

bedm

ent

dept

h us

ing

the

spec

ial

requ

ired

step

ped

drill

bit.

− an

chor

ins

talla

tion

ensu

ring

com

plet

e ex

pans

ion

of t

he s

leev

e us

ing

the

spec

ial

requ

ired

setti

ng

tool

, th

at

is

the

end

face

of

th

e ex

pans

ion

slee

ve

reac

hes

the

dept

h of

th

eem

bedm

ent m

ark

on th

e st

ud;

− ke

epin

g of

the

edge

dis

tanc

e an

d sp

acin

g to

the

spec

ified

val

ues

with

out m

inus

tole

ranc

es;

− po

sitio

ning

of t

he d

rill h

oles

with

out d

amag

ing

the

rein

forc

emen

t;−

in c

ase

of a

bort

ed h

ole:

new

dril

ling

at a

min

imum

dis

tanc

e aw

ay o

f tw

ice

the

dept

h of

the

abor

ted

hole

or

smal

ler

dist

ance

if th

e ab

orte

d dr

ill h

ole

is f

illed

with

hig

h st

reng

th m

orta

r an

dif

unde

r sh

ear

or o

bliq

ue t

ensi

on l

oad

it is

not

to

the

anch

or i

n th

e di

rect

ion

of l

oad

appl

icat

ion;

− th

e fa

sten

ing

scre

w o

r th

read

ed r

od s

hall

corr

espo

nd to

the

requ

irem

ents

giv

en in

Ann

ex 4

;−

appl

icat

ion

of th

e to

rque

mom

ent g

iven

in A

nnex

4 u

sing

a c

alib

rate

d to

rque

wre

nch.

4.2.

3.R

espo

nsib

ility

of t

he m

anuf

actu

rer

It is

the

man

ufac

ture

r’s r

espo

nsib

ility

to

ensu

re t

hat

the

info

rmat

ion

on t

he s

peci

fic c

ondi

tions

acco

rdin

g to

1 a

nd 2

incl

udin

g A

nnex

es r

efer

red

to in

4.2

.1. a

nd 4

.2.2

. is

give

n to

thos

e w

ho a

reco

ncer

ned.

Thi

s in

form

atio

n m

ay b

e m

ade

by r

epro

duct

ion

of t

he r

espe

ctiv

e pa

rts

of t

heE

urop

ean

Tec

hnic

al A

ppro

val.

In a

dditi

on a

ll in

stal

latio

n da

ta s

hall

be s

how

n cl

early

on

the

pack

age

and/

or o

n an

enc

lose

d in

stru

ctio

n sh

eet,

pref

erab

ly u

sing

illu

stra

tion(

s).

The

min

imum

dat

a re

quire

d ar

e:

− dr

ill b

it di

amet

er,

− th

read

dia

met

er,

− m

axim

um th

ickn

ess

of th

e fix

ture

,−

requ

ired

inst

alla

tion

and

hole

dep

th,

− m

inim

um s

crew

ing

dept

h of

the

fast

enin

g sc

rew

or

thre

aded

rod

(H

SC

-IR

ver

sion

),−

min

imum

str

engt

h cl

ass

of t

he f

aste

ning

scr

ew o

r th

read

ed r

od a

ccor

ding

to

EN

IS

O 3

506

(HS

C-I

R v

ersi

on),

− re

quire

d to

rque

mom

ent,

− in

form

atio

n on

the

inst

alla

tion

proc

edur

e, in

clud

ing

clea

ning

of

the

hole

, pr

efer

ably

by

mea

nsof

an

illus

trat

ion,

− re

fere

nce

to a

ny s

peci

al in

stal

latio

n eq

uipm

ent n

eede

d,−

iden

tific

atio

n of

the

man

ufac

turin

g ba

tch.

All

data

sha

ll be

pre

sent

ed in

a c

lear

and

exp

licit

form

.

The

ori

gina

l Fre

nch

vers

ion

is s

igne

d by

Le

Dir

ecte

ur T

echn

ique

J.-D

. ME

RL

ET

Pag

e 8

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 1

of E

urop

ean

Pro

du

ct a

nd

inte

nd

ed u

seT

echn

ical

App

rova

lE

TA

-02/

0028

HS

C-R

saf

ety

anch

or (

exte

rnal

ly a

nd in

tern

ally

thre

aded

ver

sion

)

HS

C-A

RH

SC

-IR

b

olt w

ithsl

eeve

was

her

hexa

gon

bolt

with

slee

veco

nenu

tco

ne

Inst

alle

d co

nditi

on: H

SC

-AR

saf

ety

anch

or (

exte

rnal

ly th

read

ed v

ersi

on)

effe

ctiv

e an

chor

age

dept

h

dept

h of

dril

led

hole

fixtu

reth

ickn

ess

Inst

alle

d co

nditi

on: H

SC

-IR

saf

ety

anch

or (

inte

rnal

ly th

read

ed v

ersi

on)

scre

win

g de

pth

effe

ctiv

e an

chor

age

dept

h

dept

h of

dril

led

hole

Page 69 Dec 2012

Page 70: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Pag

e 9

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 2

of E

urop

ean

Mat

eria

lsT

echn

ical

App

rova

lE

TA

-02/

0028

h ef =

40

mm

h ef =

50

mm

h ef =

60

mm

mar

king

for

1 1

2 2

34

HSC .. HSC ..

HS

C-I

R

HS

C-A

R

par

td

esig

nat

ion

mat

eria

l (st

ain

less

ste

el)

1co

ne b

olt w

ith e

xter

nal t

hrea

d1.

4401

, 1.4

571

EN

100

88A

4-70

E

N IS

O 3

506

cone

bol

t with

inte

rnal

thre

ad1.

4401

, 1.4

571

EN

100

88A

4-70

E

N IS

O 3

506

2ex

pans

ion

slee

ve1.

4401

, 1.4

571

EN

100

88

3w

ashe

r1.

4401

, 1.4

571

EN

100

88

4he

xago

n nu

t1.

4401

, 1.4

571

EN

100

88A

4-70

E

N IS

O 3

506

Tab

le 1

: M

ater

ials

Pag

e 10

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 3

of E

urop

ean

Dim

ensi

on

s o

f an

cho

rT

echn

ical

App

rova

lE

TA

-02/

0028

Ext

ern

al t

hre

ad a

nch

or

HS

C-A

Rm

arki

ng H

ILT

I A4

mar

king

e.g

. HS

C-A

R M

8 x

40 /t

fix A

4

øb

ød

øe

l s

M..

HSC -AR

Anc

hor

type

HS

C-A

Rsi

ze

diam

eter

of

cone

bol

t

b [

mm

]

leng

th o

fex

pans

ion

slee

ve

l s [m

m]

diam

eter

of

expa

nsio

n sl

eeve

d [

mm

]

diam

eter

of

was

her

e [m

m]

M8

x 40

M8

13,5

40,8

13,5

16

M10

x 4

0M

1015

,540

,815

,520

M8

x 50

M8

13,5

50,8

13,5

16

M12

x 6

0M

1217

,560

,817

,524

Tab

le 2

: D

imen

sion

s fo

r ex

tern

ally

thre

aded

ver

sion

HS

C-A

R

Inte

rnal

th

read

an

cho

r H

SC

-IR

mar

king

HIL

TI A

4m

arki

ng e

.g.

HS

C-I

R M

6 x

40 A

4

øb

ød

l bl s

M..

HSC-IR

Anc

hor

type

HS

C-I

Rsi

ze

leng

th o

f con

ebo

lt

l b [

mm

]

diam

eter

of

cone

bol

t

b [

mm

]

leng

th o

fex

pans

ion

slee

ve

l s [m

m]

diam

eter

of

expa

nsio

n sl

eeve

d [

mm

]

M6

x 40

M6

43,3

13,5

40,8

13,5

M8

x 40

M8

43,8

15,5

40,8

15,5

M10

x 5

0M

1054

,817

,550

,817

,5

M10

x 6

0M

1064

,817

,560

,817

,5

M12

x 6

0M

1264

,819

,560

,819

,5

Tab

le 3

: D

imen

sion

s fo

r in

tern

ally

thre

aded

ver

sion

HS

C-I

R

Page 70 Dec 2012

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Pag

e 11

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 4

of E

urop

ean

Inst

alla

tio

n d

ata

Tec

hnic

al A

ppro

val

ET

A-0

2/00

28

Tab

le 4

:H

SC

-AR

Ext

erna

l thr

ead

anch

or

An

cho

r ty

pe

HS

C-A

RM

8x40

/ tfi

xM

10x4

0/ t

fix

M8x

50/ t

fix

M12

x60/

tfi

x

Nom

inal

dia

met

er o

f dril

l bit

d 0 [m

m]

1416

1418

Dep

th o

f dril

l hol

eh 1

[mm

]46

46,5

5668

Tor

que

mom

ent

Tin

st [N

m]

1020

1030

Dia

met

er o

f cle

aran

ce h

ole

in th

e fix

ture

d f [m

m]

912

914

Tab

le 5

:H

SC

-IR

Int

erna

l thr

ead

anch

or

Fas

teni

ng s

crew

or

thre

aded

rod

: Min

imum

str

engt

hcl

ass

A4-

70 a

ccor

ding

to E

N IS

O 3

506;

min

imum

scre

w d

epth

min

s; t

he le

ngth

of t

he fa

sten

ing

shal

lbe

det

erm

ined

dep

endi

ng o

n th

ickn

ess

of fi

xtur

e t fi

x,ad

mis

sibl

e to

lera

nces

and

ava

ilabl

e th

read

leng

thm

ax s

as

wel

l as

min

imum

scr

ewin

g de

pth

min

s.

An

cho

r ty

pe

HS

C-I

RM

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0

Nom

inal

dia

met

er o

f dril

l bit

d 0 [m

m]

1416

1818

20

Dep

th o

f dril

led

hole

h 1 [m

m]

4646

,556

6868

,5

Tor

que

mom

ent

Tin

st [N

m]

1010

2030

30

Dia

met

er o

f cle

aran

ce h

ole

in th

e fix

ture

d f [m

m]

79

1212

14

Scr

ewin

g de

pth

min

s [m

m]

68

1010

12

max

s [m

m]

1622

2828

30

h ef

h 1

t fix

s

h ef

h 1

Pag

e 12

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 5

Min

imu

m d

ista

nce

s ;

char

acte

rist

icof

Eur

opea

nre

sist

ance

to

ten

sio

n lo

ads

Tec

hnic

al A

ppro

val

(des

ign

met

ho

d A

)E

TA

-02/

0028

Tab

le 6

:M

inim

um th

ickn

ess

of c

oncr

ete

mem

ber,

min

imum

spa

cing

and

min

imum

edg

e di

stan

ces

of a

ncho

rs

HS

C-A

RM

8x40

M10

x40

M8x

50M

12x6

0

Min

imum

thic

knes

s of

conc

rete

mem

ber

h min

[mm

]10

010

010

013

0

Min

imum

spa

cing

s min

[mm

]40

4050

60M

inim

um e

dge

dist

ance

c min

[mm

]40

4050

60

HS

C-I

RM

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0

Min

imum

thic

knes

s of

conc

rete

mem

ber

h min

[mm

]10

010

011

013

013

0

Min

imum

spa

cing

s min

[mm

]40

4050

6060

Min

imum

edg

e di

stan

cec m

in[m

m]

4040

5060

60

Tab

le 7

:C

hara

cter

istic

res

ista

nce

to te

nsio

n lo

ads

(des

ign

met

hod

A)

HS

C-A

RM

8x40

M10

x40

M8x

50M

12x6

0

Ste

el f

ailu

reC

hara

cter

istic

res

ista

nce

NR

k,s

[kN

]25

,640

,625

,659

,0P

artia

l saf

ety

fact

orγ M

s1,

87

Co

ncr

ete

con

e an

d s

plit

tin

g f

ailu

reE

ffect

ive

anch

orag

e de

pth

h ef

[mm

]40

4050

60

γ 21,

0P

artia

l saf

ety

fact

or in

crac

ked

and

non

crac

ked

conc

rete

γ Mc

= γ M

,sp

1,80

Spa

cing

s cr,

N[m

m]

120

120

150

180

Edg

e di

stan

cec c

r,N

[mm

]60

6075

90S

paci

ngs c

r,sp

[mm

]13

012

017

018

0E

dge

dist

ance

c cr,

sp[m

m]

6560

8590

HS

C-I

RM

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0

Ste

el f

ailu

reC

hara

cter

istic

res

ista

nce

NR

k,s

[kN

]14

,121

,426

,526

,531

,9P

artia

l saf

ety

fact

orγ M

s1,

87

Co

ncr

ete

con

e an

d s

plit

tin

g f

ailu

reE

ffect

ive

anch

orag

e de

pth

h ef

[mm

]40

4050

6060

γ 21,

0P

artia

l saf

ety

fact

or in

crac

ked

and

non

crac

ked

conc

rete

γ Mc

= γ M

,sp

1,80

Spa

cing

s cr,

N[m

m]

120

120

150

180

180

Edg

e di

stan

cec c

r,N

[mm

]60

6075

9090

Spa

cing

s cr,

sp[m

m]

130

120

170

180

180

Edg

e di

stan

cec c

r,sp

[mm

]65

6085

9090

Page 71 Dec 2012

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Pag

e 13

of E

urop

ean

Tec

hnic

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val E

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0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 6

Ch

arac

teri

stic

res

ista

nce

to

of E

urop

ean

shea

r lo

ads

(des

ign

met

ho

d A

)T

echn

ical

App

rova

lE

TA

-02/

0028

Tab

le 8

:C

hara

cter

istic

res

ista

nce

to s

hear

load

s (d

esig

n m

etho

d A

)

HS

C-A

RM

8x40

M10

x40

M8x

50M

12x6

0

Ste

el f

ailu

re w

ith

ou

t le

ver

arm

Cha

ract

eris

tic r

esis

tanc

e V

Rk,

s[k

N]

12,8

20,3

12,8

29,5

Par

tial s

afet

y fa

ctor

γ Ms

1,56

Ste

el f

ailu

re w

ith

leve

r ar

m

Cha

ract

eris

tic r

esis

tanc

e M

Rk,

s[N

m]

2652

2692

Par

tial s

afet

y fa

ctor

γ Ms

1,56

Co

ncr

ete

pry

ou

t fa

ilure

Fac

tor

in e

quat

ion

(5.6

) of

ET

AG

Ann

ex C

, §5.

2.3.

3k

22

22

γ 21

Par

tial s

afet

y fa

ctor

γ Mc

1,80

Co

ncr

ete

edg

e fa

ilure

Effe

ctiv

e le

ngth

of a

ncho

rin

she

ar lo

adin

gl f

[mm

]40

4050

60

Ext

erna

l dia

met

er o

f anc

hor

d nom

[mm

]14

1614

18

γ 21

Par

tial s

afet

y fa

ctor

γ Mc

1,80

HS

C-I

RM

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0

Ste

el f

ailu

re w

ith

ou

t le

ver

arm

Cha

ract

eris

tic r

esis

tanc

e V

Rk,

s[k

N]

7,0

10,7

13,3

13,3

16,0

Par

tial s

afet

y fa

ctor

γ Ms

1,56

Ste

el f

ailu

re w

ith

leve

r ar

m

Cha

ract

eris

tic r

esis

tanc

e

M

Rk,

s[k

N]

1126

5252

92

Par

tial s

afet

y fa

ctor

γ

Ms

1,56

Co

ncr

ete

pry

ou

t fa

ilure

Fac

tor

in e

quat

ion

(5.6

) of

ET

AG

Ann

ex C

, §5.

2.3.

3k

22

22

2

γ 21

Par

tial s

afet

y fa

ctor

γ Mc

1,80

Co

ncr

ete

edg

e fa

ilure

Effe

ctiv

e le

ngth

of a

ncho

rin

she

ar lo

adin

gl f

[mm

]40

4050

6060

Ext

erna

l dia

met

er o

f anc

hor

d nom

[mm

]14

1618

1820

γ 21

Par

tial s

afet

y fa

ctor

γ Mc

1,80

Pag

e 14

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 7

of E

urop

ean

Dis

pla

cem

ent

valu

es u

nd

er t

ensi

on

Tec

hnic

al A

ppro

val

load

sE

TA

-02/

0028

Tab

le 9

:D

ispl

acem

ents

und

er te

nsio

n lo

ads

HS

C-A

RM

8x40

M10

x40

M8x

50M

12x6

0

Ten

sion

load

in C

20/2

5(C

50/6

0) c

rack

ed c

oncr

ete

[kN

]3,

6 (

5,6)

3,6

(5,

6)5,

1 (

7,8)

6,6

(10

,3)

δ N0

[mm

]0,

4 (

0,5)

0,4

(0,

5)0,

4 (

0,5)

1,0

(0,

5)D

ispl

acem

ent

δ N∞

[mm

]0,

9 (

0,9)

1,0

(1,

0)0,

9 (

0,9)

1,0

(0,

9)

HS

C-I

RM

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0

Ten

sion

load

in C

20/2

5(C

50/6

0) c

rack

ed c

oncr

ete

[kN

]3,

6 (

5,6)

3,6

(5,

6)5,

1 (

7,8)

6,6

(10

,3)

6,6

(10

,3)

δ N0

[mm

]0,

4 (

0,5)

0,4

(0,

5)0,

5 (

1,0)

0,5

(1,

0)1,

0 (

1,0)

Dis

plac

emen

t

δ N∞

[mm

]0,

9 (

0,9)

1,0

(1,

0)1,

2 (

1,2)

0,9

(1,

0)1,

0 (

1,0)

HS

C-A

RM

8x40

M10

x40

M8x

50M

12x6

0

Ten

sion

load

in C

20/2

5(C

50/6

0) n

on-c

rack

edco

ncre

te

[kN

]5,

1 (

7,8)

5,1

(7,

8)7,

1 (

11,0

)9,

3 (

14,4

)

δ N0

[mm

]0,

1 (

0,2)

0,1

(0,

2)0,

1 (

0,2)

0,2

(0,

2)D

ispl

acem

ent

δ N∞

[mm

]0,

3 (

0,3)

0,3

(0,

3)0,

3 (

0,3)

0,3

(0,

3)

HS

C-I

RM

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0

Ten

sion

load

in C

20/2

5(C

50/6

0) n

on-c

rack

edco

ncre

te

[kN

]5,

1 (

7,6)

5,1

(7,

8)7,

1 (

11,0

)9,

3 (

14,4

)9,

3 (

14,4

)

δ N0

[mm

]0,

1 (

0,2)

0,1

(0,

2)0,

1 (

0,2)

0,2

(0,

2)0,

2 (

0,2)

Dis

plac

emen

t

δ N∞

[mm

]0,

3 (

0,3)

0,3

(0,

3)0,

3 (

0,3)

0,3

(0,

3)0,

3 (

0,3)

Page 72 Dec 2012

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Pag

e 15

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 8

of E

urop

ean

Dis

pla

cem

ent

valu

es u

nd

er s

hea

rT

echn

ical

App

rova

llo

ads

ET

A-0

2/00

28

Tab

le 1

0:D

ispl

acem

ents

und

er s

hear

load

s*

HS

C-A

RM

8x40

/15

M10

x40/

20M

8x50

/15

M12

x60/

20

She

ar lo

ad in

C20

/25

to C

50/6

0cr

acke

d an

d no

n-cr

acke

d co

ncre

te[k

N]

8,4

13,3

8,4

19,3

δ V0

[mm

]3,

0

(+1,

7)

3,0

(+1,

7)

2,8

(+1,

7)

3,0

(+1,

7)

Dis

plac

emen

t

δ V∞

[mm

]4,

5

(+1,

7)

4,5

(+1,

7)

4,3

(+1,

7)

4,5

(+1,

7)

HS

C-I

RM

6x40

M8x

40M

10x5

0M

10x6

0M

12x6

0

She

ar lo

ad in

C20

/25

to C

50/6

0cr

acke

d an

d no

n-cr

acke

d co

ncre

te[k

N]

4,6

7,0

8,7

8,7

10,4

δ V0

[mm

]3,

0

(+1,

7)

3,0

(+1,

7)

2,8

(+1,

7)

3,0

(+1,

7)

3,0

(+1,

7)

Dis

plac

emen

t

δ V∞

[mm

]4,

5

(+1,

7)

4,5

(+1,

7)

4,3

(+1,

7)

4,5

(+1,

7)

4,5

(+1,

7)*

The

dis

plac

emen

ts v

alue

s gi

ven

in ta

ble

10 c

orre

spon

d to

the

anch

or’s

ow

n de

form

atio

n. T

his

disp

lace

men

t is

acco

mpa

nied

by

adi

spla

cem

ent,

indi

cate

d in

bra

cket

s, li

nked

to th

e br

ingi

ng in

to c

onta

ct o

f th

e an

chor

’s b

ody

and

the

edge

of

the

drill

ed h

ole

in th

eco

ncre

te s

ubst

rate

on

the

one

hand

and

on

the

fixt

ure

on th

e ot

her

hand

.

Pag

e 16

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 9

of E

urop

ean

Dri

llin

g a

nd

set

tin

g t

oo

lsT

echn

ical

App

rova

lE

TA

-02/

0028

Ste

pp

ed d

rill

bit

HS

C-B

HS

C-B

...

conn

ectio

n en

d

t

ød0

typ

edi

amet

er o

f dril

l bit

d0

[mm

]to

tal l

engt

ht

[mm

]H

SC

-B 1

4 x

4014

46H

SC

-B 1

6 x

4016

46,5

HS

C-B

14

x 50

1456

HS

C-B

18

x 50

1858

HS

C-B

18

x 60

1868

HS

C-B

20

x 60

2068

,5

Tab

le 1

1: D

imen

sion

s of

ste

pped

dril

l bit

Set

tin

g t

oo

l HS

C-M

W

inse

rtse

tting

tool

conn

ectio

n en

d

hf

øg

øc

øk

HS

C-M

W...

sett

ing

to

ol /

inse

rt t

oo

lh

[m

m]

c [m

m]

g [

mm

]k

[mm

]f

[mm

]

HS

C-M

W 1

437

,58,

113

,5-

-H

SC

-EW

14

-8

-4,

917

HS

C-M

W 1

640

10,1

16-

-H

SC

-EW

16

-10

-6,

624

,5

HS

C-M

W 1

847

12,1

18-

-H

SC

-EW

18

-12

-8,

331

HS

C-M

W 2

047

14,1

20-

-H

SC

-EW

20

-13

,9-

10,1

34

Tab

le 1

2: S

ettin

g to

ol H

SC

-MW

/ in

sert

tool

HS

C-E

WT

he s

ettin

g to

ol H

SC

-MW

.. is

nee

ded

for

both

ver

sion

s of

HS

C-R

saf

ety

anch

or. T

he in

sert

tool

HS

C-E

W..

is n

eede

d on

ly fo

r th

e H

SC

-IR

ver

sion

.

Page 73 Dec 2012

Page 74: Hilti HSC Submission Folder · HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353 HSC-I:

Pag

e 17

of E

urop

ean

Tec

hnic

al A

ppro

val E

TA

-02/

0028

Hilt

i Saf

ety

An

cho

r H

SC

-RA

nn

ex 1

0

of E

urop

ean

Dri

llin

g a

nd

set

tin

g t

oo

lT

echn

ical

App

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Page 74 Dec 2012

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Page 76 Dec 2012

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Page 77 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference07-Apr-11

40649 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

TOP BUILDERS INTERNATIONAL CO.LTD

Safety anchor HSC-A M12x60/20 steel bracket fixing

40643 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

TOP BUILDERS GROUP LTD Safety anchor HSC-A M12x60/20 steel bracket fixing

40414 09-10 SHK Development, Tseung Kwan O (Area 56)

YKK AP FACADE HONG KONG LTD

Safety anchor HSC-A M12x60/20 cladding / pre-cast panel fixing

40385 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD

Safety anchor HSC-I M8x40 steel bracket fixing

40384 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD

Safety anchor HSC-I M12x60 steel bracket fixing

40383 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD

Safety anchor HSC-I M10x50 steel bracket fixing

40382 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD

Safety anchor HSC-A M8x40/15 steel bracket fixing

40381 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD

Safety anchor HSC-A M12x60/20 steel bracket fixing

40033 05-10 KCRC Tai Wai Depot MAINTOP ENGINEERING LIMITED

Safety anchor HSC-A M12x60/20 cladding / pre-cast panel fixing

40032 05-10 KCRC Tai Wai Depot MAINTOP ENGINEERING LIMITED

Safety anchor HSC-A M10x40/20 cladding / pre-cast panel fixing

39826 02-10 Union Square 7, Kowloon Station KAM KEE STEEL WORKS LTD Safety anchor HSC-AR M12x60/20 steel hanger fixing

39744 01-10 Union Square 7, Kowloon Station HANG CHUN METAL WORKS LTD.

Safety anchor HSC-IR M10x50 cladding / pre-cast panel fixing

39682 01-10 PTM Projects - Sun Hung Kai CHEVALIER (ALUMINIUM ENG) LTD

Safety anchor HSC-I M12x60 glass rail fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1Hotline : 8228 8118 Fax : 29541751

Page 78 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Feb-10

39616 12-09 Wynn Macau Casino VAFORD CONTRACTING CO LTD

Safety anchor HSC-I M12x60 hand rail fixing

39617 12-09 Wynn Macau Casino VAFORD CONTRACTING CO LTD

Setting tool TE-C-HSC-MW20 hand rail fixing

39384 11-09 Union Square 7, Kowloon Station HANG CHUN METAL WORKS LTD.

Safety anchor HSC-IR M12x60 cladding / pre-cast panel fixing

39162 10-09 PTM Projects - Sun Hung Kai HANG CHUN METAL WORKS LTD.

Safety anchor HSC-IR M8x40 cladding / pre-cast panel fixing

38902 09-09 Union Square 7, Kowloon Station WAH ON (CHINA HONGKONG) ENG CO LTD

Setting tool TE-C HSC-MW18 hand rail fixing

38901 09-09 Union Square 7, Kowloon Station WAH ON (CHINA HONGKONG) ENG CO LTD

Stop drill bit TE-C-HSC-B 18x60 hand rail fixing

38900 09-09 Union Square 7, Kowloon Station WAH ON (CHINA HONGKONG) ENG CO LTD

Safety anchor HSC-AR M12x60/20 hand rail fixing

38598 08-09 PTM Projects - Hsin Chong TEAMBO ENGINEERING LTD Setting tool TE-C-HSC-MW14 hand rail fixing

38597 08-09 PTM Projects - Hsin Chong TEAMBO ENGINEERING LTD Safety anchor HSC-I M6x40 hand rail fixing

38309 07-09 PTM Projects - Yau Lee YUK KWAN ENG CO. Safety anchor HSC-I M6x40 hand rail fixing

38018 06-09 PTM Projects - Paul Y HANG YICK GATE ENG CO Safety anchor HSC-A M12*60/20 staircase fencing fixing

38111 06-09 Wynn Macau Casino LUEN HING ENGINEERING CO Safety anchor HSC-I M12*60 steel hanger fixing

38020 06-09 PTM Projects - Shui On HANG YICK GATE ENG CO Safety anchor HSC-A M10*40/20 staircase fencing fixing

37524 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD

Safety anchor HSC-A M8*50/15 hand rail fixing

37523 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD

Safety anchor HSC-A M8*40/15 hand rail fixing

37103 03-09 PTM Projects - Paul Y HANG YICK GATE ENG CO Safety anchor HSC-I M12*60 staircase fencing fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1Hotline : 8228 8118 Fax : 29541751

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Feb-10

36829 02-09 Lohas Park Phase 1 & Phase 2 SAN PO METAL WORKS & ENG CO.

Safety anchor HSC-I M12*60 glass rail fixing

36553 01-09 Airport HONGAN CONSTRUCTION CO LTD

Safety anchor HSC-A M12*60/20 steel hanger fixing

36620 01-09 KCRC Fo Tan Depot - Ho Tung Lau MAXGRAND LIMITED Safety anchor HSC-I M8*40 roofing fixing

36619 01-09 KCRC Fo Tan Depot - Ho Tung Lau MAXGRAND LIMITED Safety anchor HSC-I M10*50 roofing fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2Hotline : 8228 8118 Fax : 29541751

Page 79 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Jul-09

33359 12-08 PTM Projects - Sun Hung Kai CHEVALIER (ALUMINIUM ENG) LTD

Safety anchor HSC-I M10*60 cladding / pre-cast panel fixing

33954 12-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD

Safety anchor HSC-I M10*50 steel bracket fixing

33466 12-08 KCRC Tai Wai Depot MIDI ALUM FABRICATOR LTD Safety anchor HSC-A M8*50/15 curtain wall fixing

33953 12-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD

Safety anchor HSC-AR M10*40/20 steel bracket fixing

33450 12-08 PTM Projects - Sun Hung Kai ACME METAL WORKS INT'L LTD

Safety anchor HSC-I M10*50 window fixing

33451 12-08 PTM Projects - Sun Hung Kai ACME METAL WORKS INT'L LTD

Safety anchor HSC-I M12*60 window fixing

32213 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

CHEUNG WAH ENGINEERING LTD

Safety anchor HSC-AR M12*60/20 MVAC fixing

32212 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

CHEUNG WAH ENGINEERING LTD

Safety anchor HSC-A M12*60/20 MVAC fixing

32377 11-08 PTM Projects - Sun Hung Kai ACME METAL WORKS INT'L LTD

Safety anchor HSC-I M10*50 window fixing

32355 11-08 PTM Projects - China State HACELY FACADE ENGINEERING LTD

Safety anchor HSC-AR M12*60/20 curtain wall fixing

32286 11-08 PTM Projects - Sun Hung Kai CHEVALIER (ALUMINIUM ENG) LTD

Safety anchor HSC-I M10*60 cladding / pre-cast panel fixing

32940 11-08 KCRC NOBLE ENG LTD Safety anchor HSC-AR M8*50/15 steel bracket fixing

32965 11-08 KCRC MAXGRAND LTD Safety anchor HSC-I M10*50 electrical services fixing

32002 11-08 PTM Projects - Hanison YUK KWAN ENG CO. Safety anchor HSC-A M10*40/20 steel hanger fixing

32359 11-08 PTM Projects - E-man KO SING ENG LTD Safety anchor HSC-A M8*50/15 window fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong.Hotline : 8228 8118 Fax : 29541751

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Jul-09

32424 11-08 PTM Projects - Sun Hung Kai HOP KEE (KAM FAI) ENG CO LTD

Safety anchor HSC-IR M10*50 steel hanger fixing

31981 11-08 PTM Projects - Yau Lee HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing

32304 11-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Safety anchor HSC-I M6*40 cladding / pre-cast panel fixing

31213 10-08 PTM Projects - Sun Hung Kai ACME METAL WORKS INT'L LTD

Safety anchor HSC-I M10*50 window fixing

30848 10-08 PTM Projects - Hanison YUK KWAN ENG CO. Safety anchor HSC-A M10*40/20 steel bracket fixing

31022 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

CHEUNG WAH ENGINEERING LTD

Safety anchor HSC-AR M12*60/20 MVAC fixing

31710 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

VAFORD CONTRACTING CO LTD

Safety anchor HSC-A M12*60/20 hand rail fixing

31711 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

VAFORD CONTRACTING CO LTD

Safety anchor HSC-I M10*50 hand rail fixing

31912 10-08 Airport STEADY ENGINEERING COMPANY LTD

Safety anchor HSC-I M10*50 lighting euqipment fixing

31911 10-08 Airport STEADY ENGINEERING COMPANY LTD

Safety anchor HSC-A M10*40/20 lighting euqipment fixing

30124 09-08 PTM Projects - E-man SHUN TAI STEEL WORKS LTD Safety anchor HSC-I M12*60 steel hanger fixing

29683 09-08 PTM Projects - Yau Lee HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing

30043 09-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M12*60/20 cladding / pre-cast panel fixing

30063 09-08 PTM Projects - China State HACELY FACADE ENGINEERING LTD

Safety anchor HSC-AR M12*60/20 curtain wall fixing

29905 09-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

HUGE TRUMP ENGINEERING LIMITED

Safety anchor HSC-A M12*60/20 electrical services fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2Hotline : 8228 8118 Fax : 29541751

Page 80 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Jul-09

30106 09-08 KCRC MIDI ALUM FABRICATOR LTD Safety anchor HSC-A M8*50/15 window fixing

29896 09-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

COMPANHIA DE ENGENHARIS HUNG LEE,

Safety anchor HSC-A M12*60/20 electrical services fixing

29247 08-08 Four Seasons Hotel, Macau (Parcel 2) TOPFINE CURTAIN WALL ENGINEERING

Safety anchor HSC-AR M12*60/20 window fixing

28977 08-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M12*60/20 cladding / pre-cast panel fixing

29465 08-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

VAFORD CONTRACTING CO LTD

Safety anchor HSC-A M12*60/20 hand rail fixing

29660 08-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety anchor HSC-IR M10*50 cladding / pre-cast panel fixing

29046 08-08 Airport WOO KEE STEEL WORKS Safety anchor HSC-I M12*60 steel hanger fixing

29350 08-08 PTM Projects - Sun Hung Kai JUMBO ORIENT CONTRACTING LTD

Safety anchor HSC-IR M10*50 steel hanger fixing

29659 08-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety anchor HSC-AR M8*40/15 cladding / pre-cast panel fixing

29076 08-08 PTM Projects - Sun Hung Kai HOP KEE (KAM FAI) ENG CO LTD

Safety anchor HSC-A M8*40/15 steel hanger fixing

28300 07-08 PTM Projects - E-man JUMBO ORIENT CONTRACTING LTD

Safety anchor HSC-IR M10*50 steel hanger fixing

28026 07-08 PTM Projects - Hip Hing HOP KEE (KAM FAI) ENG CO LTD

Safety anchor HSC-A M8*40/15 steel hanger fixing

27924 07-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M8*50/15 cladding / pre-cast panel fixing

27939 07-08 PTM Projects - China State APEX CURTAIN WALL & WINDOW LTD

Safety anchor HSC-I M6*40 window fixing

27979 07-08 KCRC MIDI ALUM FABRICATOR LTD Safety anchor HSC-A M12*60/20 window fixing

Hong Kong.Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 3Hotline : 8228 8118 Fax : 29541751

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Jul-09

28444 07-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

VAFORD CONTRACTING CO LTD

Safety anchor HSC-A M12*60/20 catch fence fixing

28445 07-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

VAFORD CONTRACTING CO LTD

Safety anchor HSC-AR M12*60/20 catch fence fixing

27824 07-08 PTM Projects - E-man KERVIN ENGINEERING COMPANY LIMITED

Safety anchor HSC-A M8*50/15 electrical services fixing

28400 07-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Safety anchor HSC-I M12*60 catch fence fixing

27581 07-08 PTM Projects - Shui On MING TAI ENG CO LTD Safety anchor HSC-I M6*40 hand rail fixing

27923 07-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M12*60/20 cladding / pre-cast panel fixing

28645 07-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety anchor HSC-IR M10*50 cladding / pre-cast panel fixing

28399 07-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Safety anchor HSC-A M12*60/20 catch fence fixing

26571 06-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing

26572 06-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-IR M6*40 hand rail fixing

27020 06-08 PTM Projects - Hsin Chong HSIN CHONG CONSTRUCTION (ASIA) LTD

Safety anchor HSC-A M8*50/15 steel hanger fixing

26790 06-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

HUGE TRUMP ENGINEERING LIMITED

Safety anchor HSC-A M12*60/20 MVAC fixing

26597 06-08 PTM Projects - Shui On MING TAI ENG CO LTD Safety anchor HSC-I M6*40 hand rail fixing

27308 06-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Safety anchor HSC-AR M8*40/15 glass fencing / balustrade fixing

26575 06-08 PTM Projects - Paul Y HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 4Hotline : 8228 8118 Fax : 29541751

Page 81 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Jul-09

26908 06-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M8*50/15 cladding / pre-cast panel fixing

26589 06-08 Airport MPS CONSTRUCTION MATERIALS LTD

Safety anchor HSC-I M12*60 hand rail fixing

27348 06-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD

Safety anchor HSC-AR M10*40/20 window fixing

26907 06-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M12*60/20 cladding / pre-cast panel fixing

25498 05-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing

25531 05-08 PTM Projects - Shui On MING TAI ENG CO LTD Safety anchor HSC-I M6*40 hand rail fixing

26327 05-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Safety anchor HSC-I M12*60 glass fencing / balustrade fixing

26141 05-08 Four Seasons Hotel, Macau (Parcel 2) TOPFINE CURTAIN WALL ENGINEERING

Safety anchor HSC-IR M12*60 window fixing

25752 05-08 PTM Projects - E-man KERVIN ENGINEERING COMPANY LIMITED

Safety anchor HSC-A M8*50/15 MVAC fixing

25499 05-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-IR M6*40 hand rail fixing

25701 05-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

HUGE TRUMP ENG. LTD. Safety anchor HSC-A M12*60/20 MVAC fixing

25530 05-08 PTM Projects - Paul Y YUK KWAN ENG CO. Safety anchor HSC-I M6*40 hand rail fixing

24140 04-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Safety anchor HSC-A M12*60/20 hand rail fixing

23353 04-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-IR M6*40 hand rail fixing

23365 04-08 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 hand rail fixing

24185 04-08 PTM Projects - E-man LUEN ON DECORATION WORK COMPANY

Safety anchor HSC-IR M10*50 cladding / pre-cast panel fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 5Hotline : 8228 8118 Fax : 29541751

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Jul-09

24141 04-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Safety anchor HSC-I M12*60 hand rail fixing

23979 04-08 Four Seasons Hotel, Macau (Parcel 2) TOPFINE CURTAIN WALL ENGINEERING

Safety anchor HSC-AR M12*60/20 window fixing

23352 04-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing

23081 03-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

TOPFINE CURTAIN WALL ENGINEERING

Safety anchor HSC-IR M12*60 window fixing

22920 03-08 Airport WING DIK ENGINEERING CO. LTD.

Safety anchor HSC-I M10*50 steel hanger fixing

23183 03-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Safety anchor HSC-I M12*60 catch fence fixing

23209 03-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD

Safety anchor HSC-AR M10*40/20 window fixing

23092 03-08 PTM Projects - China State CHINA STATE CONST ENG COR

Safety anchor HSC-A M10*40/20 curtain wall fixing

23207 03-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD

Safety anchor HSC-A M10*40/20 window fixing

23208 03-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD

Safety anchor HSC-A M8*50/15 window fixing

23214 03-08 PTM Projects - E-man LUEN ON DECORATION WORK COMPANY

Safety anchor HSC-AR M8*50/15 window fixing

23215 03-08 PTM Projects - E-man LUEN ON DECORATION WORK COMPANY

Safety anchor HSC-IR M10*50 window fixing

22637 03-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-IR M6*40 hand rail fixing

22870 03-08 PTM Projects - China State APEX CURTAIN WALL & WINDOW LTD

Safety anchor HSC-I M10*50 window fixing

23252 03-08 The Venetian Casino Resort (Parcel 1) CHONG HING HONG Safety anchor HSC-AR M8*50/15 marble / granite fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong.6Hotline : 8228 8118 Fax : 29541751

Page 82 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Jul-09

22584 02-08 Metro Harbour View Phase 3 LUEN ON DECORATION WORK COMPANY

Stephen Cheng / MECS Safety anchor HSC-IR M10*50 window fixing

22332 02-08 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-A M12*60/20 steel bracket fixing

22506 02-08 Four Seasons Hotel, Macau (Parcel 2) TOPFINE CURTAIN WALL ENGINEERING

Safety anchor HSC-AR M12*60/20 window fixing

22567 02-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Safety anchor HSC-A M8*40/15 catch fence fixing

22625 02-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety anchor HSC-I M10*50 glass fencing / balustrade fixing

22049 01-08 Chinese University Shatin Hotel Development

MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-IR M12*60 curtain wall fixing

22292 01-08 Four Seasons Hotel, Macau (Parcel 2) DING LIK METAL MANUFACTURER LTD

Safety anchor HSC-I M12*60 glass rail fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 7Hotline : 8228 8118 Fax : 29541751

Page 83 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference29-Apr-08

20386 12-07 Pacific Place Renovation REX DECORATION LTD Wong & Ouyang Setting tool TE-C-HSC-MW14 steel hanger fixing

21378 12-07 Metro Harbour View Phase 3 LUEN ON ALUM ENGRG CO LTD

Stephen Cheng / MECS Safety anchor HSC-A M8*50/15 curtain wall fixing

20385 12-07 Pacific Place Renovation REX DECORATION LTD Wong & Ouyang Safety anchor HSC-I M6*40 steel hanger fixing

20789 12-07 Chinese University Shatin Hotel Development

MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 curtain wall fixing

18294 11-07 Chinese University Shatin Hotel Development

HOI PAK ENG CO LTD Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 steel bracket fixing

18620 11-07 Chinese University Shatin Hotel Development

MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 curtain wall fixing

19025 11-07 Four Seasons Hotel, Macau VAFORD CONTRACTING CO LTD

OAP / PBA / Arup Façade Safety anchor HSC-I M10*50 overhead line fixing

18219 11-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing

18575 11-07 Tai Lin Pai Road Commercial Development

ACME METAL WORKS INT'L LTD

OAP Setting tool TE-C HSC-MW18 curtain wall fixing

19024 11-07 Four Seasons Hotel, Macau VAFORD CONTRACTING CO LTD

OAP / PBA / Arup Façade Safety anchor HSC-A M8*50/15 overhead line fixing

18426 11-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*50/15 MVAC fixing

18574 11-07 Tai Lin Pai Road Commercial Development

ACME METAL WORKS INT'L LTD

OAP Safety anchor HSC-I M10*50 curtain wall fixing

17314 10-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 air duct fixing

18151 10-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-A M12*60/20 glass rail fixing

18143 10-07 Chinese University Shatin Hotel Development

SHUN HOO ENGINEERING CO Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 glass fencing / balustrade fixing

17510 10-07 Chinese University Shatin Hotel Development

MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 cladding / pre-cast panel fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1Hotline : 8228 8118 Fax : 29541751

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference29-Apr-08

16776 09-07 Arcdetriomphe Macau YING WAH CONSTRUCTION (MACAU) CO

Wong Pak Lam / JRP Safety anchor HSC-A M8*40/15 hand rail fixing

16778 09-07 Arcdetriomphe Macau YING WAH CONSTRUCTION (MACAU) CO

Wong Pak Lam / JRP Stop drill bit TE-C HSC-B 14*40 hand rail fixing

16624 09-07 Public Housing Fanling Area 36 Phase 2

CHINA STATE CONST ENG COR

Housing Authority Safety anchor HSC-A M10*40/20 metal gate fixing

16777 09-07 Arcdetriomphe Macau YING WAH CONSTRUCTION (MACAU) CO

Wong Pak Lam / JRP Setting tool TE-C-HSC-MW14 hand rail fixing

16552 09-07 MGM Grand Macau SAN TAK POU ENGINEERING &

Siu Yin Wai / JRP / Hyder Setting tool TE-C HSC-MW18 machine fixing

15980 09-07 Union Square Phase 7 SZE CHEONG (HK) ENG CO LTD

OAP / JRP Safety anchor HSC-A M12*60/20 steel bracket fixing

16551 09-07 MGM Grand Macau SAN TAK POU ENGINEERING &

Siu Yin Wai / JRP / Hyder Safety anchor HSC-AR M12*60/20 machine fixing

16626 09-07 Public Housing Fanling Area 36 Phase 2

CHINA STATE CONST ENG COR

Housing Authority Stop drill bit TE-C HSC-B 16*40 metal gate fixing

16402 09-07 Development of Ponte 16, Macau ACME GONDOLA SYSTEMS LIMITED

CAA / Maunsell Safety anchor HSC-I M12*60 gondola fixing

16561 09-07 Development of Ponte 16, Macau ACME GONDOLA SYSTEMS LIMITED

CAA / Maunsell Safety anchor HSC-I M12*60 machine fixing

16583 09-07 The Venetian Casino Resort, Macau OFIC FERRAGENS OU SON OAP / PBA / Hyder / Arup Façade

Safety anchor HSC-A M10*40/20 hanger fixing

16586 09-07 The Venetian Casino Resort, Macau OFIC FERRAGENS OU SON OAP / PBA / Hyder / Arup Façade

Stop drill bit TE-C HSC-B 16*40 hanger fixing

16553 09-07 MGM Grand Macau SAN TAK POU ENGINEERING &

Siu Yin Wai / JRP / Hyder Stop drill bit TE-C HSC-B 18*60 machine fixing

15989 09-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 hand rail fixing

16232 09-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M10*40/20 MVAC fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2Hotline : 8228 8118 Fax : 29541751

Page 84 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference29-Apr-08

16415 09-07 Chinese University Shatin Hotel Development

MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M8*50/15 curtain wall fixing

16759 09-07 Chinese University Shatin Hotel Development

PENTA-OCEAN CONST CO LTD

Wong Pak Lam / PBA Setting tool TE-C HSC-MW18 steel bracket fixing

16231 09-07 Hong Kong Disneyland ALLIANCE BUILDING SERVICES ENG LTD.

OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 MVAC fixing

16758 09-07 Chinese University Shatin Hotel Development

PENTA-OCEAN CONST CO LTD

Wong Pak Lam / PBA Safety anchor HSC-I M10*50 steel bracket fixing

16233 09-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 MVAC fixing

16760 09-07 Chinese University Shatin Hotel Development

PENTA-OCEAN CONST CO LTD

Wong Pak Lam / PBA Stop drill bit TE-C HSC-B 18*50 steel bracket fixing

16625 09-07 Public Housing Fanling Area 36 Phase 2

CHINA STATE CONST ENG COR

Housing Authority Setting tool TE-C-HSC-MW16 metal gate fixing

16460 09-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 electrical services fixing

14918 08-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing

15503 08-07 MGM Grand Macau HING WAH CONSTRUCTION COMPANY LTD

Siu Yin Wai / JRP / Hyder Stop drill bit TE-C HSC-B 14*40 steel bracket fixing

15498 08-07 MGM Grand Macau HING WAH CONSTRUCTION COMPANY LTD

Siu Yin Wai / JRP / Hyder Safety anchor HSC-IR M6*40 steel bracket fixing

15356 08-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-IR M10*50 electrical services fixing

15156 08-07 Hong Kong Disneyland ALLIANCE BUILDING SERVICES ENG LTD.

OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 air duct fixing

15157 08-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*50/15 air duct fixing

15358 08-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Setting tool TE-C HSC-MW18 electrical services fixing

15499 08-07 MGM Grand Macau HING WAH CONSTRUCTION COMPANY LTD

Siu Yin Wai / JRP / Hyder Setting tool TE-C-HSC-MW14 steel bracket fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 3Hotline : 8228 8118 Fax : 29541751

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference29-Apr-08

15217 08-07 Kowloon Southern Link LINK 200 JOINT VENTURE Maunsell / Mott Connell / Jacobs Babtie

Safety anchor HSC-A M10*40/20 steel hanger fixing

15256 08-07 Public Housing Fanling Area 36 Phase 2

CHINA STATE CONST ENG COR

Housing Authority Safety anchor HSC-A M10*40/20 steel hanger fixing

15359 08-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Stop drill bit TE-C HSC-B 18*50 electrical services fixing

15924 08-07 Metro Harbour View Phase 3 LUEN ON ALUM ENGRG CO LTD

Stephen Cheng / MECS Setting tool TE-C-HSC-MW14 window fixing

15306 08-07 Chinese University Shatin Hotel Development

MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M8*50/15 window fixing

15925 08-07 Metro Harbour View Phase 3 LUEN ON ALUM ENGRG CO LTD

Stephen Cheng / MECS Stop drill bit TE-C HSC-B 14*40 window fixing

15923 08-07 Metro Harbour View Phase 3 LUEN ON ALUM ENGRG CO LTD

Stephen Cheng / MECS Safety anchor HSC-IR M10*50 window fixing

15895 08-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-A M12*60/20 steel hanger fixing

14474 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI

Siu Yin Wai / JRP / Hyder Safety anchor HSC-A M12*60/20 glass fencing / balustrade fixing

14475 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI

Siu Yin Wai / JRP / Hyder Safety anchor HSC-A M8*40/15 glass fencing / balustrade fixing

14478 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI

Siu Yin Wai / JRP / Hyder Stop drill bit TE-C HSC-B 14*40 glass fencing / balustrade fixing

14477 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI

Siu Yin Wai / JRP / Hyder Setting tool TE-C-HSC-MW14 glass fencing / balustrade fixing

14479 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI

Siu Yin Wai / JRP / Hyder Stop drill bit TE-C HSC-B 18*60 glass fencing / balustrade fixing

14476 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI

Siu Yin Wai / JRP / Hyder Setting tool TE-C HSC-MW18 glass fencing / balustrade fixing

14128 07-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 MVAC fixing

14840 07-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-I M12*60 steel hanger fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 4Hotline : 8228 8118 Fax : 29541751

Page 85 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference29-Apr-08

13871 07-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing

14837 07-07 Chinese University Shatin Hotel Development

SHUN HOO ENGINEERING CO Wong Pak Lam / PBA Stop drill bit TE-C HSC-B 14*50 glass rail fixing

14291 07-07 Union Square Phase 5 WOO KEE STEEL WORKS OAP / PBA Safety anchor HSC-I M12*60 steel bracket fixing

13788 06-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-I M12*60 singage / advertising sign fixing

13645 06-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M10*40/20 electrical services fixing

13789 06-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Setting tool TE-C-HSC-MW20 singage / advertising sign fixing

13435 06-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 electrical services fixing

13628 06-07 Union Square Phase 5 WOO KEE STEEL WORKS OAP / PBA Safety anchor HSC-I M12*60 steel bracket fixing

13770 06-07 Hong Kong Disneyland CHIEF ENGINEERING COMPANY

OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW20 machine fixing

13358 06-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW16 steel hanger fixing

13646 06-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 electrical services fixing

13432 06-07 Hong Kong Disneyland ALLIANCE BUILDING SERVICES ENG LTD.

OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 electrical services fixing

13647 06-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 electrical services fixing

13357 06-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 steel hanger fixing

13356 06-07 Hong Kong Disneyland LAP KEI LEADER ENG CO. LTD.

OAP / Maunsell / Meinhardt Safety anchor HSC-A M12*60/20 steel hanger fixing

13359 06-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW20 steel hanger fixing

13135 05-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M10*40/20 electrical services fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 5Hotline : 8228 8118 Fax : 29541751

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference29-Apr-08

13111 05-07 Union Square Phase 5 WOO KEE STEEL WORKS OAP / PBA Safety anchor HSC-I M12*60 steel bracket fixing

12897 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-A M12*60/20 steel hanger fixing

12901 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Stop drill bit TE-C HSC-B 20*60 steel hanger fixing

13295 05-07 Hong Kong Disneyland EASTBOUND CEILING AND RAISE

OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW20 cladding / pre-cast panel fixing

12899 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing

12898 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 steel hanger fixing

12900 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Stop drill bit TE-C HSC-B 16*40 steel hanger fixing

13136 05-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M10*50 electrical services fixing

13079 05-07 Chinese University Shatin Hotel Development

MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-A M8*50/15 window fixing

13275 05-07 Hong Kong Disneyland BRILLIANT HOPE ENG LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M12*60/20 window fixing

13184 05-07 Grand Waterfront, Tokwawan JUMBO ORIENT CONTRACTING LTD

Stephen Cheng / Meinhardt Safety anchor HSC-AR M12*60/20 steel hanger fixing

13060 05-07 The Venetian Casino Resort, Macau FAR EAST ALUMINIUM WORKS CO LTD

OAP / PBA / Hyder / Arup Façade

Safety anchor HSC-IR M6*40 window fixing

11513 04-07 Hong Kong Disneyland LAP KEI LEADER ENG CO. LTD.

OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 steel hanger fixing

11735 04-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M10*40/20 electrical services fixing

11738 04-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-IR M10*50 electrical services fixing

11585 04-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW16 air duct fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 6Hotline : 8228 8118 Fax : 29541751

Page 86 Dec 2012

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Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference29-Apr-08

11829 04-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Safety anchor HSC-A M12*60/20 machine fixing

11828 04-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Safety anchor HSC-A M10*40/20 machine fixing

11516 04-07 Hong Kong Disneyland LAP KEI LEADER ENG CO. LTD.

OAP / Maunsell / Meinhardt Stop drill bit TE-C HSC-B 20*60 steel hanger fixing

11923 04-07 MGM Grand Macau MAXLONG INDUSTRIAL LIMITED

Siu Yin Wai / JRP / Hyder Safety anchor HSC-A M12*60/20 window fixing

11830 04-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Setting tool TE-C-HSC-MW16 machine fixing

11582 04-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M10*50 air duct fixing

11583 04-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 air duct fixing

11736 04-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-AR M10*40/20 electrical services fixing

11514 04-07 Hong Kong Disneyland LAP KEI LEADER ENG CO. LTD.

OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW20 steel hanger fixing

11737 04-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M10*50 electrical services fixing

11831 04-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Stop drill bit TE-C HSC-B 16*40 machine fixing

11518 04-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing

11071 03-07 Wynn Macau Casino, Macau CHAN'S (E&M) ENG CO LTD Wong & Ouyang Safety anchor HSC-AR M12*60/20 electrical services fixing

11004 03-07 Wynn Macau Casino, Macau CHAN'S (E&M) ENG CO LTD Wong & Ouyang Safety anchor HSC-AR M10*40/20 electrical services fixing

11010 03-07 HSBC Data Center FAS ENGINEERING LTD Meinhardt Stop drill bit TE-C HSC-B 18*50 cladding / pre-cast panel fixing

10946 03-07 HSBC Data Center BRILLIANT HOPE ENG LTD Meinhardt Safety anchor HSC-IR M12*60 window fixing

10903 03-07 Hong Kong Cyberport SI-O ENGINEERING CO Siu Yin Wai & Associates Safety anchor HSC-A M10*40/20 steel bracket fixing

10947 03-07 HSBC Data Center FAS ENGINEERING LTD Meinhardt Setting tool TE-C HSC-MW18 cladding / pre-cast panel fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 7Hotline : 8228 8118 Fax : 29541751

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference29-Apr-08

10887 03-07 HSBC Data Center FAS ENGINEERING LTD Meinhardt Safety anchor HSC-IR M10*50 cladding / pre-cast panel fixing

10859 03-07 Hotel Grand Lisboa, Macau ASIA ADVANCED FEDERAL CURTAIN WALL

Maunsell / PBA Safety anchor HSC-AR M12*60/20 cladding / pre-cast panel fixing

10820 03-07 Wynn Macau Casino, Macau CHAN'S (E&M) ENG CO LTD Wong & Ouyang Safety anchor HSC-AR M12*60/20 steel bracket fixing

10782 03-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 steel bracket fixing

10765 03-07 Wynn Macau Casino, Macau CHAN'S (E&M) ENG CO LTD Wong & Ouyang Safety anchor HSC-AR M10*40/20 steel bracket fixing

10646 03-07 HSBC Data Center BRILLIANT HOPE ENG LTD Meinhardt Stop drill bit TE-C HSC-B 20*60 window fixing

10584 03-07 HSBC Data Center BRILLIANT HOPE ENG LTD Meinhardt Setting tool TE-C-HSC-MW20 window fixing

10477 03-07 Lok Ma Chau - Others KAM HUNG ENG LTD KCRC Safety anchor HSC-AR M10*40/20 steel bracket fixing

10417 02-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Safety anchor HSC-A M12*60/20 machine fixing

10257 02-07 The Beverly Hills FAT CHEONG CONST CO LTD Stephen Cheng / JRP Safety anchor HSC-AR M8*50/15 steel bracket fixing

10122 01-07 Hong Kong Cyberport SI-O ENGINEERING CO Siu Yin Wai & Associates Setting tool TE-C-HSC-MW14 steel bracket fixing

10115 01-07 Union Square Phase 5 KAM KEE STEEL WORKS LTD OAP / PBA Safety anchor HSC-AR M10*40/20 structural steel / I-beam fixing

10075 01-07 Hong Kong Cyberport SI-O ENGINEERING CO Siu Yin Wai & Associates Safety anchor HSC-I M10*50 steel bracket fixing

9927 01-07 Tsuen Wan Town Center Redevelopment

MIDI ALUM FABRICATOR LTD C M Wong / Wong & Ouyang Safety anchor HSC-A M10*40/20 window fixing

9702 01-07 MGM Grand Macau HING WAH CONSTRUCTION COMPANY LTD

Siu Yin Wai / JRP / Hyder Safety anchor HSC-A M10*40/20 structural steel / I-beam fixing

5673 12-06 Hong Kong Disneyland TONG KEE ENGINEERING LTD

OAP / Maunsell / Meinhardt Safety anchor HSC-AR M12*60/20 steel bracket fixing

6408 12-06 Hoi Fai Road Lot 11152 YKK AP HONG KONG LTD Safety anchor HSC-AR M12*60/20 cladding / pre-cast panel fixing

Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 8Hotline : 8228 8118 Fax : 29541751

Page 87 Dec 2012