fall protection systems - en

FALL

PROT

ECTI

ON SY

STEM

S

Packaged quantities may vary. No liability is assumed for printing, technical data and translation errors.

Pictures partially completed with accessories not included. Images for illustration purposes only.

This catalogue is the exclusive property of Rotho Blaas srl and may not be copied, reproduced or published, totally or in part, without prior written consent. Any violation will be prosecuted according to law.

The values provided must be verified by the designer in charge.

All rights reserved.Copyright © 2016 by rothoblaas

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Rothoblaas is an Italian multinational from the alpine region, aleader in the development and supply of advanced technologicalsolutions for the building sector.

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ABOUT USSpecialists in the wood capentry sector, with a full range of products and solutions, we are the perfect partner for designers and builders.

FASTENING

TOOLS AND MACHINES

Airtightness and

WATERPROOFING

SOUNDPROOFING

FALL PROTECTION

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Rotho Blaas

WE CAN REACH YOU ANYWHEREThanks to an international experience achieved in more than 20 years of activity and to a network of affiliates strategically located throughout the world, we ensure a high quality service where product safety and delivery timing are always the first priority.

Italy - Cortaccia (Bolzano)France - Austria - Spain - Russia - Latvia - Argentina - Brazil - Colombia - Ecuador -

Chile - Australia - Canada

Milan Venice

Munich

SwitzerlandAustria

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RESEARCHBuilding needs of the market requirements.

DEVELOPMENTStudy of new solutions

TESTExperimental trials

CHECKQuality assurance

LAUNCHMarket launch

CERTIFICATIONVerification audits by qualified bodies

FROM IDEA TO MARKETAt Rothoblaas we are proud to say that everything from initial product research, product development, product testing through to the finalised product and its entry to the market is done in house. This ensures that we retain 100% control over the whole development process.

Robert Blaas

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AT YOUR SERVICEWith a wide choice of multilingual training schemes enriched by the presence of international speakers, a dedicated technical service and a website full of specialised documentation, calculation software and building details, we are by your side every day.

1,600CATALOGUES AND TECHNICAL SHEETS

documents available online

10,0006 SPECIALISED ENGINEERS

consultancies/year

260MYPROJECT SOFTWARE

calculable connection types

200BUILDING DETAILS

dxf files in downloadable libraries

18ROTHOSCHOOL

training courses

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KNOW-HOW AND CONSULTANCYA service of specialised technical assistance and a network of consultants are always available to provide comprehensive, competent technical support when designing, implementing and servicing safety systems.

SITE SUPPORT

ROTHOSCHOOL

Wide range of training courses and technical seminars dedicated to updating industry professionals' skills.

The telephone and on-site support by our technicians includes:

real support during the installation of anchoring devices and PPE

possible inspections to be made directly on site

evaluation of special situations that require a more in-depth technical support.

Course for qualified installers of fall protection systems

Course for using personal protective equipment against falls from height and rescue systems

Fall protection system design course

SPECIFIC COURSES

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>>>

CHECK AND REVIEW

CONSULTANCY AND DESIGN

In addition to the normal visual inspection that is done before and after use, all 3rd-class PPE must be checked by experienced personnel at least annually. In addition to notifying the inspection due date, Rothoblaas offers the possibility of an annual review. The inspection is documented in the PPE (Personal Protective Equipment) booklet attached to each product, which must be retained.

PPE

VISUAL INSPECTION E-MAIL NOTIFICATION ANNUAL REVIEW PPE BOOKLET

Roof access position

Inspection of the roof structure on which the anchoring system choice depends

Evaluation of the "air draught" height and possible placement of additional devices

Location of the roof path to reach the primary anchoring system

Location of the primary anchoring system

Rothoblaas offers comprehensive advice in order to make the design of fall protection system effective and safe. In the design of a fall protection system, it is crucial to take the following aspects into account:

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Pat"l + Sפ$L!p

PROTOTYPES AND TESTS

DEVELOPMENT

The design of a new product or system is preceded by its representative draft

The draft is then translated into prototypes, subsequently subjected to experimental tests to verify performance

MODERN MANUFACTURERRothoblaas is a modern manufacturer: it designs, manufactures, certifies and markets its solutions in its name and under its own brand. Each stage of the production process is subject to strict, systematic checks by notified third parties ensuring the smooth progress thereof.

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MANUFACTURER NAME

PRODUCT NAME

USER SYMBOL

"READ THE INSTRUCTIONS"

EN STANDARDS

BATCH NUMBER

Practical Guide included in the package, with clear, detailed instructions for installation and use

DECLARATION OF CONFORMITY

It refers to:

THE MANUFACTURER

THE PRODUCT

THE PRODUCT USE

DIRECTIVE

STANDARD

THE CERTIFICATE DOCUMENT

WITH THE INSTITUTION ISSUING THE CERTIFICATE

THE ANNUAL CHECK METHOD

THE BODY CARRYING OUT THE ANNUAL CHECK

CERTIFICATE

INSTALLATION AND USE MANUAL

CERTIFICATE HOLDER

PRODUCT

MODEL

PARAMETERS

DIRECTIVE

WEIGHT

DATE, VALIDITY, TEST REPORT NUMBER

INFORMATION ON THE BODY NOTIFIED

TYPE OF CERTIFICATE

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working at height

FULL RANGEA wide range of access and transit solutions to carry out operations in total safety:

Anchor lines

Anchor points

Collective Protection Device (CPD)

Personal Protection Equipment (PPE)

Accesses

Dedicated accessories and fastening systems

has never been so safe

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ANCHOR LINES ANCHOR POINTS1 2

3COLLECTIVE PROTECTION

PATROL - TOWER 30

PATROL - SHIELD 36

PATROL KIT 42

PATROL - STEEL 42

PATROL - FACADE 44

PATROL - OVERHEAD LINE 45

ALLinONE - SYST 46

ALLinONE - VARIO 52

TEMP 64

TEMPORARY 66

DIASAFE 58

TAURUS 60

LOOP - LOOP XL - KRAKEN 70

HOOK EVO 72

HOOK 74

KITE 76

AOS 78

AOS 01 80

POINT 86

INDUSTRY-21 88

VARIO 84

DIASAFE 85

MOBILE ANCHORING SYSTEM 90

STEEL ANCHORING SYSTEMS 92

PARAPET BARRIER 98

FALL PROTECTION SAFETY NETS 106

MOBILE PARAPET BARRIERS 108

ROTHONET 1 102

ROTHONET 2 104

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PPE 4

ACCESSES

FASTENING AND ACCESSORIES

FALL PROTECTION SYSTEMS

5

6

PROTECTOR EVO 120

KIT DPI 122

SLINGS 124

MET 164

SKR - SKS (CE) 168CORDS 126

TAPES 131

CONNECTORS 131

REACH TRUCKS 132

ACCESSORIES 133

TRIPODS 134

ROPE ASCENT 138

CONFINED SPACES 140

GLOVES AND ACCESSORIES 142

VERTICAL I 150

VERTICAL II 151

LADDER HOOKS 152

HBS 156

VGS 160

COUNTERPLATES 188

ACCESSORIES 190

ABS 172

AB1 174

AB7 176

ABU 178

INA 179

IHP - IHM 179

VINYLPRO 180

EPOPLUS 184

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ANCHOR DEVICES

ANCHOR DEVICES: CHOICE AND POSITIONINGTo prevent the risk of falling while carrying out work at height, anchoring devices are used, which are applied to both new buildings of any type of use, and existing buildings, when refurbishing the roof. These devices must meet the requirements of standard EN 795 "Personal equipment for protection against falls - Anchoring devices," the EN standards contained therein and subsequent updates.

TYPES

Single anchoring system to which the personal fall protection device is fastened.

Flexible rope line between end anchors to which a personal fall protection device can be fastened through a connector or a mobile anchor point.

Rigid profile line to which a mobile anchoring device is applied to prevent operators from falling.

ANCHOR POINT FLEXIBLE ANCHOR LINE RIGID ANCHOR LINE

RISK ANALYSIS ROOFING STRUCTURE CHECK IDENTIFICATION OF THE ROOFING ACCESS POINT

LOCATION OF THE COVERAGE PATH

LOCATION OF THE PRIMARY ANCHOR SYSTEM

POSITIONING FOR ANY ADDITIONAL ANCHOR POINTS FOR "SCANDINAVIAN

FLICK" ELIMINATION

An anchoring device is chosen depending on a risk analysis, the roofing shape and the type of structure.

DEVICE CHOICE

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A

B

C

4

4

4

4

3

2

1

A

B

C

1

2

3

4

ANCHOR DEVICES

To enable the operator to safely access and move in the roof area, it is necessary to observe some basic aspects, according to the situation in which he/she operates:

POSITIONING OF ANCHOR POINTS

Worker with doublecord for movingbetween anchor points

Worker with afall protection device of a guided typeon an anchor line

Worker with afall protection device of a guided typeon an anchor line and additionalfall protection cord

Safe roofing accessthrough anchor point

Path for reaching theprimary anchoring system throughanchor points (max. 2 m)

Primary anchoring(e.g. flexible anchor line)

Anchor points forScandinavian flick elimination

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ANCHOR DEVICES

Anchoring device with one or more anchor points with a need for structural fastening.

Anchoring device employing a flexible line that diverts from the horizontal by not more than 15°.

Anchoring device for use on surfaces diverting from the horizontal by up to 5° where performance is based solely on the mass and friction between the device itself and the surface.

Anchoring device with one or more anchor points without a need for structural fastening.

Anchoring device employing a rigid line that diverts from the horizontal by not more than 15°.

To obtain certification, anchoring devices have to undergo various tests:

• deformation test • dynamic strength and integrity test • static strength test.

In addition to these tests, in order to certify the anchoring devices to be used by several operators, additional tests are performed according to the technical CEN/TS 16415 specification."Personal equipment for protection against falls - Anchoring devices - Recommendations for anchoring devices to be used by several people at the same time."

ANCHOR DEVICES: STANDARDSIn the absence of collective protection equipment, the law provides for the use of personal protective equipment (PPE) in combination with anchoring systems tested and manufactured in accordance with EN 795, in order to allow the operator to access, transit and carry out work safely.

EN 795:2012 STANDARD

TESTS REQUIRED BY STANDARD EN 795:2012

TYPE A

TYPE C

TYPE E

TYPE B

TYPE D

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ANCHOR DEVICES

DESIGN ACTIONS:FASTENING SYSTEM STATIC VERIFICATIONAnchoring devices are controlled deformation systems, tested in all directions (360°). By stopping a fall, the device is deformed, absorbing some of the energy transmitted by the PPE. Laboratory tests have shown that this deformation may favour fastening systems, which benefit from a reduction in the burden on them and on the underlying structure.

Rothoblaas products are tested and certified in accordance with European standards EN 795:2012 e CEN/TS 16415:2013 by means of tests performed by a notified body with both static and dynamic loads.

Regarding the design action, reference is made to point 7.b of EN 795: 2012, quoting verbatim: "The user shall be equipped with a means of limiting the maximum dynamic forces exerted on the user during the arrest of a fall to a maximum of 6 kN"; this requirement is also reported in all product manuals, therefore we consider this as the design load for the calculation.

The calculation method used is the semi-probabilistic method (limit-state performance). The load is classified as a variable action within the basic combination.The maximum load transmitted by the energy absorber of an operator is thus considered a design action: Qk = 6 kN

Basic combination: Q = Qk · γQ + Wi · γQ

Qk = maximum load transmitted by the energy dissipator EN 355

γQ = 1.5 partial coefficient of variable actions

Wi = 1 kN for each additional operator

RECOMMENDED DESIGN ACTION FOR THE FASTENING SYSTEM STATIC VERIFICATION

LOADS APPLIED DURING TESTS

DEFINITION OF DESIGN LOADS AND METHOD TO TEST

Design values are specified in the individual product pages.

The products marketed by rothoblaas have been tested on different substrates with different fastening systems; these features are specified in the technical sheets and Use and Maintenance manual of each product.

* The static load simulates the operator previously fallen and hanging to the anchoring device

Number ofUsers

Static TestF [kN]

Dynamic TestF [kN]

12 9 (100-kg mass fall)

13 12 (200-kg mass fall)

14 9 dynamic + 2 static*

15 9 dynamic + 3 static*

24

F

Q Q

X

y

Q

300/400/500/600

Mmax = 3 kNm

130Q

ANCHOR DEVICES ANCHOR DEVICES

Number ofUsers

Dynamic action of the falling operator

[kN]

Static Load of the already fallen and hanging operators

[kN]

Anchor designactionQ [kN]

6 x 1.5 + - = 9

6 x 1.5 + 1 x 1.5 = 10.5

6 x 1.5 + 1 x 1.5 x 1.5 = 12

6 x 1.5 + 1 x 1.5 + 1 x 1.5 + 1 x 1.5 = 13.5

DESIGN LOADS: SINGLE POINTS - TYPE A

DESIGN LOADS: ANCHOR LINE - TYPE C

TOWER SUPPORT - CONTROLLED DEFORMATION - FORCE MANAGEMENT

In Anchor Line systems, the Design Actions acting on supports vary depending on the geometry of the system and the type of support. The loads applied during tests act on the rope in the middle of the span as shown in the diagram. By varying the length of the span X and load F, design actions Q acting on supports are determined from laboratory tests. Design values are specified in the individual product pages.

The Tower element has a markedly elastic - plastic behaviour. Thus, for verification purposes, this behaviour must be considered differently from what usually happens when carrying out usual static checks.This behaviour allows reducing the load on the fastening system/structure.

The bending moment that generates the plastic hinge at the base of the metal pole is equal to 3 kNm.

25

Q

3040

100

140

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ANCHOR DEVICES

CALCULATION EXAMPLE:FASTENING SYSTEM STATIC VERIFICATIONThe deformability of the anchoring device reduces stop deceleration, thus decreasing the force transferred to the fastening systems. The behaviour of the device also allows the load to be distributed to the fasteners in a balanced way, maximizing performance.

FASTENING SYSTEM CHECK - e.g. HOOK EVO

Rothoblaas HOOK EVO (page 72) is certified as an anchor device according to EN 795/A:2012 for pitched wood roofs, with or without insulation, for an operator equipped with PPE in accordance with EN 361 (full body harnesses) and fall protection systems in accordance with EN 363 (personal equipment for protection against falls). The device was tested at 360°.

Breakage mechanisms emerged from experimental tests show a mechanism of resistance to extractionof the screw thread.

In the verification phase, the value of resistance to extraction of the fastening system screws, will be calculated as the design resistance value.

B = 100 mmH = 140 mmSolid wood C24

BREAKAGE

VERIFICATION MODEL

JOIST

HBS = 8 x 280 mmPrehole = NO B thread length = 80 mm

Q = 9 kN (see page 25)Load duration = Instantaneous

SCREW CHOICE

DESIGN ACTION

min.80 mm

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ANCHOR DEVICES

CALCULATION OF THE TENSILE STRENGTH OF THE CONNECTOR (EN 1995:2008 and ETA-11/0030)

REGULATORY VALUES CALCULATION WITH myProject SOFTWARE

CALCULATION REPORT

The tensile strengths of the connectors here calculated are shown in the table on page 156.

= 20.13 kN

EN 1995:2008kmod = 1.1γm = 1.3γm2 = 1.25Rax,90°,Rd = 17.03 kNRtens,d = 43.26 kNRax,Rd = 17.03 kN

Italy - NTC 2008kmod = 1γm = 1.5γm2 = 1.25Rax,90°,Rd = 13.42 kNRtens,d = 43.26 kNRax,Rd = 13.42 kN

fax,k = 11,7 N/mm2

ρk = 350 kg/m3

nef = n0.9=2.69lef = b = 80 mmα = 90°d = 8 mm

ftens,k = 20.1 kN

characteristic extraction parameter (ETA-11/0030)characteristic density of solid wood C24effective number for axially loaded screws with n = number of screws = 3penetration length of the threaded part of the screwangle between screw axis and fibre directionexternal diameter of the screw thread

characteristic tensile capacity of the screw

thread extraction

steel traction

Rtens,k = nef • ftens,k = 54.07 kN

Q = 9 kNQ = 9 kN

Rax,Rd > Q Rax,Rd > Q

MyProject calculation programmedownloadable free of charge from the site www.rothoblaas.com.Option to select two different calculation rules(EN 1995:2008 and NTC 2008).

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1. A

NCHO

R LI

NES

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EN 795/C:2012CEN/TS 16415:2013

UNI 11578

ANCHOR LINES COLLECTIVE PROT. ACCESSES FASTENING SYSTEMSANCHOR POINTS PPE

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Anchor line on support Stainless steel / zinc-plated steel

PATROL

EASESupport height between 300 and 600 mm to adapt

to different roofing thicknesses

TRANSMISSIBILITYControlled deformation device to reduce the

load on the fastening system/structure

AESTHETICSSmall-sized cylindrical system,

minimizes the visual impact in the roofing

SAFETYSupport equipped with external reinforcement

bushing to reduce force transmission on the weld

APPLICATIONSFastening for any type of roofing/structure:

directly on ridge beam with a flat base support on roof rafter with sloping pole and TOWER SLOPE accessoryon ridge above roofing package with flat base pole and TOWER PEAK accessory

PATROL-TOWER


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VERSATILEThe system has been designed for installation on wooden, concrete and steel structures

ADAPTABLEPossibility of mounting the support above the roofing package with the aid of dedicated accessories (e.g. TOWER SLOPE)

FUNCTIONALIncludes an integrated energy absorber and a rope tensioner. All the system technical details are imprinted on the tensioner

PATROL-TOWER

<5° 90°

H

H

INOX


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CODES AND DIMENSIONS

Wooden structure min. dimensions 160 x 160 mm Concrete structure min. thickness 140 mm Steel structure min. thickness 6 mm

type description dimensions [mm] support page

TOPLATE 2.0 adjustable plate 350 x 350 x 8

189

TOPLATE fixed counterplate 150 x 150 x 8

TOWER PEAK ridge adapter set 350 x 100 x 30

189

TOWER SLOPE fastening guide set for rafter 1200 x 100 x 20

type description d [mm] support page

8 VGS screws + 4 washers wood screw 9 160 - 164

1 BEF kit TOWER fastening kit 9 191

4 AB1 anchors heavy anchor M12 174

4 threaded bars + VINYLPRO chemical anchor M12 164 - 180

4 bolts bolt M12 -

RANGE OF USE (laboratory tested minimum dimensions)

ACCESSORIES

ADDITIONAL PRODUCTS - HARDWARE

TOWER AND TOWER A2 SUPPORT

TOWER 22 SUPPORT

code H [mm] material pcs/boxTOWER300 300 S235JR zinc-plated steel 1TOWER400 400 S235JR zinc-plated steel 1TOWER500 500 S235JR zinc-plated steel 1TOWER600 600 S235JR zinc-plated steel 1

TOWERA2500 500 stainless steel 1.4301 / AISI304 1

code H [mm] material pcs/boxTOWER22500 500 S235JR zinc-plated steel 1

SURFACE INCLINATION

This manual provides details about laboratory-tested fastening systems

PATROL-TOWER

Ø9,5 Ø9,5Ø15 Ø15

22°120 120

150 150

110 110120 120150 150

30

88

30

300-600

500

Ø48

Ø48

F

Q QY

300/400/500/600

130

Q

Q

Mmax = 3 kNm

TOWER 22

ANCHOR LINES COLLECTIVE PROT. ACCESSESFASTENING SYSTEMS FASTENING SYSTEMSANCHOR POINTS PPE

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GEOMETRY

TOWER AND TOWER A2

TECHNICAL SPECIFICATIONS

EN 795:2012 CEN/TS 16415:2013

STATIC STRENGTH DYNAMIC STRENGTH DESIGN ACTION

code Fs [kN] (1) Fd [kN] (2) Mmax [kNm]TOWER 15 12 3

LABORATORY STRENGTHS DURING CERTIFICATION TESTS

For the definition of strengths and the design action, please refer to the introduction on page 24.(1) Static Strength applied for 3 minutes / (2) Dynamic Strength applied following a 200-kg mass fall

LENGTH OF SPAN X [m] 2 6 8 10 12 15

ARROW Y [m]

NO TOWER pole 0.49 0.84 0.96 1.08 1.18 1.32TOWER300 pole 1.26 1.55 1.77 1.97 2.15 2.40TOWER600 pole 1.33 2.10 2.40 2.66 2.90 3.26

X = max. 15 m X = max. 15 m

PATROL-TOWER


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ANCHOR LINE PASSTHROUGH ELEMENT

ANCHOR LINE NONPASSTHROUGH ELEMENT

ANGULAR PASS-THROUGH ELEMENT WITH SHUTTLE

code PASANG

TERMINAL

TERMINAL/ABSORBER/TENSIONER

code PATROLTERM

code SPEAR2 pcs/box

ACCESS PLATE

code SI102235

code PATROLANG

UNIVERSAL ANGULAR ELEMENT

ROPE

LIMIT SWITCH

LIMIT SWITCH

code SEIL-30

code PATROLSTOP

code PATROLSTOP

PATROL-TOWER


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TERMINAL


code PATROLTERM

code SPEAR2 pcs/box

PASS-THROUGH INTERMEDIATE ELEMENT WITH SHUTTLE

ROPE

PASS-THROUGH INTERMEDIATE ELEMENT WITH CONNECTOR

SLIDING DEVICE (SHUTTLE)

code SEIL-30

code PATROLINT

code SLIDE1 removablecode SLIDE2 fixed

ACCESS PLATE

code SI102235

code PASINT

code PATROLMED

NON-PASS-THROUGH INTERMEDIATE ELEMENT

PATROL-TOWER

EN 795/C:2012CEN/TS 16415:2013

UNI 11578


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Anchor line on SHIELD support Stainless steel

PATROL

PACKAGINGSupplied complete with mounting rivets

and cellular rubber seals for perfect waterproofing

EASEDesigned to ensure simple and fast installation

UNOBTRUSIVEThe device ensures a reduced visual impact

thanks to its small size, which does not affect any photovoltaic systems

DESIGNSystem with modern lines,

for an excellent aesthetic result

APPLICATIONSFastening for any type of corrugated roofing:

with insulation without insulationfor steel and aluminium sheet

PATROL-SHIELD


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FUNCTIONALThe system can be installed on existing roofs without having to remove the metal sheet

ADAPTABLEUsed on all roofs in corrugated sheet with centre distance between frets of up to 420 mm

VERSATILEPossibility of setting up rectilinear and angular anchor lines with the aid of suitable accessories, according to the needs

PATROL-SHIELD

BL

<5° 90°

180 - 420

180 - 420

85

476450

303030

INOX


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SHIELD DEVICE code B [mm] L [mm] material pcs/boxSHIELD 360 476.5 stainless steel 1.4301 / AISI304 1

Min. 0.5-mm thick steel corrugated sheetMin. 1 mm thick aluminium corrugated sheet

RANGE OF USE (laboratory tested minimum dimensions)SURFACE INCLINATION

ADDITIONAL PRODUCTS - FASTENING SYSTEMS (ETA-13/0255)

type description d hole [mm] support

32 rivets rivet 6.3 x 20.2 6.5 included

BEF306-VE50 rivet 6.3 x 20.2 / 1 50-pcs pack 6.5 to order


GEOMETRY

rope axis

PATROL-SHIELD

F

QQ

Q

QQ

Q

1

4

2

5

3

6

180 - 420

Y


39

INSTALLATION


X = max. 7.5 m X = max. 7.5 m

Glue the adhesive strip of cellular rubber to the clamping battens

Fasten the M16 bolt in the centre hole with the washers and nut supplied

Fasten the battens with 32 rivets supplied

Anchor all bolts to stiffen the anchor point

Install the clamping battens making 32 holes Ø6.5 mm centrally with respect to the fretwork

Fasten the base plate on the clamping battens with the 4 M8 bolts supplied

EN 795:2012 CEN/TS 16415:2013


code Fs [kN] (1) Fd [kN] (2) Q [kN]SHIELD 13 12 17.10


For the definition of strengths and the design action, please refer to the introduction on page 24.(1) Static Strength applied for 3 minutes / (2) Dynamic Strength applied following a 200-kg mass fall

SPAN LENGTH X [m] 2 7.5ARROW Y [m] 0.62 1.44

PATROL-SHIELD


40



ANGULAR PASS-THROUGH ELEMENTWITH SHUTTLE

code PASANG

code PATROLANG

TERMINAL

TERMINAL




code PATROLTERM

code PATROLTERM

code SPEAR2 pcs/box

code SPEAR2 pcs/box

PATROL-SHIELD


41

PASS-THROUGH INTERMEDIATE ELEMENT WITH SHUTTLE

ROPE

ROPE

PASS-THROUGH INTERMEDIATE ELEMENT WITH CONNECTOR

code SEIL-30

code SEIL-30

code PATROLINT

ACCESS PLATE

ACCESS PLATE

code SI102235

code SI102235

code SLIDE1 removablecode SLIDE2 fixed


code PASINT

code PATROLMED

NON PASS-THROUGH INTERMEDIATE ELEMENT

LIMIT SWITCH

LIMIT SWITCH

code PATROLSTOP

code PATROLSTOP

PATROL-SHIELD

2

1

3

2

1

3

10 m

15 m

25 m

INOX

INOX

2

3

1

6

4 5

2

3

1

6

4

5

EN 795/C:2012CEN/TS 16415:2013

UNI 11578

EN 795/C:2012CEN/TS 16415:2013

UNI 11578


42

code L [mm] rope Ø pcs/boxPATROLKIT10 10 8 1PATROLKIT15 15 8 1PATROLKIT25 25 8 1


included only in PATROLKIT25

code description pcs/boxPATROLEND terminal element 1SPEAR terminal element/absorber/tensioner 2SEIL-30 rope -PATROLINT pass-through element with connector 1PATROLMED non-pass-through intermediate element 1PATROLANG angular element 1

Patrol anchor line in kit / stainless steelPATROL KIT

Anchor line on a steel structurePATROL

CODES

PATROL

COMING SOON

2

2

7

7

3

3

8

8

1

1

6

6

4

4

9

9

10

5

5

10

INOX

EN 795/C:2012CEN/TS 16415:2013

UNI 11578


44

Facade pass-through anchor line Stainless steel

PATROL

SAFEWith the aid of the sliding devices, it is possible to overstep intermediate

and angular elements without disconnecting from the system

UNIVERSALPossibility of direct installation

on different types of structures (concrete, wood, steel)

COMPLETEThe system allows creating articulated anchor lines with the accessories available

CODES

code description pcs/boxPATROLTERM terminal element (to combine with PARTERM) 1PARTERM terminªl set for facade 1PAREND terminal element with 4 feet per side 1PARIN internal pass-through angular element 1PAREX external pass-through angular element 1PARINTER pass-through intermediate element 1SPEAR terminal element/absorber/tensioner 2SEIL-30 rope -SLIDE1 removable sliding device 1SLIDE2 fixed sliding device 1PATROLSTOP limit switch 1SI102235 access plate 1

PATROL-FACADE

COMING SOON

2

7

3

1

6

4

5

2

7

3

16

4

5

INOX

EN 795/C:2012CEN/TS 16415:2013

UNI 11578


45

code description pcs/boxTOWER* support 1PATROLTERM terminal element 1PASINT pass-through intermediate element 1PASANG angular pass-through element 1SPEAR terminal element/absorber/tensioner 2SEIL-30 rope -SLIDE3 fixed sliding device 1PATROLSTOP limit switch 1SI102235 access plate 1

Overhead pass-through anchor line Stainless steel

PATROL

INSTALLATIONSystem designed for installation

above the operator's head

MODULARIt allows structuring your anchor

line as required by the site

SIMPLETo facilitate and speed up the passage of operators, the system allows overstepping intermediate, rectilinear and angular elements without disconnecting via sliding devices.

CODES

* The system is compatible with TOWER300/400/500/600 support and the stainless steel version TOWERA2500

PATROL-OVERHEAD

EN 795/C:2012CEN/TS 16415:2013

UNI 11578


46

Anchor line on SYST support Stainless steel/aluminium

ALLinONE

VERSATILITYThanks to interchangeable jaws,

it adapts to different types of industrial roofing

EASEThe system can be installed on existing roofs

without having to remove the metal sheet

SIMPLE MOUNTINGEasy, fast and accurate installation

Drilling the roofing is not necessary

RELIABILITYThe device ensures high stability and resistance

in the event of stress

APPLICATIONSAnchor for any type of seamed and industrial roofing:

jaws for standard seamed metal sheetjaws for industrial roofing on request for steel and aluminium sheet

ALLinONE-SYST


47

COMPLETEIncludes an integrated energy absorber and a rope tensioner All the system technical details are imprinted on the tensioner

ADAPTABLEWith the use of appropriate accessories, articulated anchor lines to suit any needs can be created

FUNCTIONALDrilling the roofing is not required to install the system, thereby preventing thermal bridges and ensuring the structure waterproofing

ALLinONE-SYST

<5° 90°

410 - 610 410 - 610

680

395 195

680

395

195

49 494912

L

L

B

B


48


TERMINAL-ANGULAR SYST

RECTILINEAR INTERMEDIATE SYST

code B [mm] L [mm] Material pcs/boxAIOSYST-01 680 395 ALMg3 aluminium 1

code B [mm] L [mm] Material pcs/boxAIOSYST-01SZH 680 195 ALMg3 aluminium 1

Seamed steel sheet thickness ≥ 0.5 mmAluminium seamed sheet, thickness ≥ 0.7 mmIt cannot be installed on copper sheet

RANGE OF USE (laboratory tested minimum dimensions)SURFACE INCLINATION

GEOMETRY

TERMINAL-ANGULAR ELEMENT INTERMEDIATE-RECTILINEAR ELEMENT

ALLinONE-SYST

F

Q Q

Q

QQ

Q

1 3

2 a 2 b 4

>1,5 m

>1,5 m>1,5 m >1,5 m

20 Nm

20 Nm

Y


49

INSTALLATION


EN 795


code Fs [kN] (1) Fd [kN] (2) Q [kN]AIOSYST-01 14 10.5 17AIOSYST-01SZH 14 10.5 6

Tightening force of the bolts with a torque wrench (page 190)

Tightening force of the bolts with a torque wrench (page 190)

Proper positioning on seamed metal sheet

Minimum distance from the edge to prevent the metal sheet from lifting


(1) Static Strength applied for 3 minutes / (2) Dynamic Strength following a 200-kg mass fall

X = max. 7.5 m X = max. 7.5 m

SPAN LENGTH X [m] 7.5ARROW Y [m] 1.15

ALLinONE-SYST


50

PLATE SET

PLATE SET

PASS-THROUGH ELEMENT WITH CONNECTOR

PASS-THROUGH INTERMEDIATE ELEMENTWITH SHUTTLE

ROPE

ROPE

code TYP-20-IT* on request, available in other languages


code KITSZH-10

code AIOSZH-10

code SEIL-30

code SEIL-30




code GLEIT-10 removablecode GLEIT-13 fixed

ALLinONE-SYST


51

PASS-THROUGH 45° ANGULAR ELEMENT WITH SHUTTLE

code AIOEDLE-11



TERMINAL SET

TERMINAL SET

TERMINAL

TERMINAL

code AIOEDLE-14

code AIOEDLE-10

code ENDS-102 pcs/box


code AIOEB-10

code AIOEB-10

ALLinONE-SYST

EN 795 C+E


52

Anchor line on VARIO support Stainless steel

ALLinONE

FLAT ROOFSSuitable for roof slopes up to max. 3°

EASECan be installed on existing roofing without

perforating it

PACKAGINGIncludes fastening screws and drainage mat to

ensure the roofing waterproofing

RELIABILITYThe final weight of the system ensures great

stability under stress

APPLICATIONSAnchor for any type of flat roofing (max. 3° slope):

particularly suitable for green roofing non-drillable roofing terraces

ALLinONE-VARIO


53

FUNCTIONALSupport system which does not require the roofing to be drilled, thereby preventing thermal bridges and ensuring the structure waterproofing

VERSATILEIt allows setting up rectilinear and angular anchor lines using appropriate accessories to suit every needs

UNOBTRUSIVEPossibility of partially hiding the installation of the device on green roofs

ALLinONE-VARIO

B

B

L

L

INOX

INOX


54

ADDITIONAL PRODUCTS

Flat roofs Green roofs

SURFACE INCLINATION

<5° 90°

insert insert description insert dimensions [mm] VARIO loadless weight[kg] final weight [kg]

AIOVARIO-40

12 slabs (4 x 3) prefabricated concrete slabs 500 x 500 x 50 23 350


AIOVARIO-20



APPLICATION


VARIO TERMINAL-ANGULAR ELEMENT

VARIO INTERMEDIATE ELEMENT

code B [mm] L [mm] Material pcs/boxAIOVARIO-40 1675 1675 stainless steel 1.4301 IIA 1

code B [mm] L [mm] Material pcs/boxAIOVARIO-20 555 1675 stainless steel 1.4301 IIA 1

Product consisting of metal parts (concrete slabs not included)

Product consisting of metal parts (concrete slabs not included)

ALLinONE-VARIO

510

510

1120

1675

1675 1675 1675 16751120

167 167555

555

1 2 3


55


The roofing must have an adge beam H ≥ 50 mm along its perimeter

Filling spaces with concrete slabsAssembling and positioning

GEOMETRY

INSTALLATION

TERMINAL-ANGULAR ELEMENT NON PASS-THROUGH INTERMEDIATE

max. 7.5 m max. 7.5 m

max

. 3 m

ALLinONE-VARIO

DATA DEL PROSSIMO

CONTROLLO ANNUALEINSTALLATO DA

DATA DI INSTALLAZIONE 2015 2016

LO SPAZIO LIBERO MIN. SOTTO IL PUNTO DI

CADUTA DALL’ALTO SI DETERMINA DA:

INDICAZIONE DEL FABBRICANTE DEL DPI

UTILIZZATO + INFLESSIONE FUNE + STATURA + 1m

LINEA DI ANCORAGGIO ORIZZONTALE

EN 795:1996 Cl.C 0158

NUMERO PROGETTO:

2017

DATA DEL PROSSIMO

CONTROLLO ANNUALEINSTALLATO DA

DATA DI INSTALLAZIONE 2015 2016

LO SPAZIO LIBERO MIN. SOTTO IL PUNTO DI

CADUTA DALL’ALTO SI DETERMINA DA:

INDICAZIONE DEL FABBRICANTE DEL DPI

UTILIZZATO + INFLESSIONE FUNE + STATURA + 1m

LINEA DI ANCORAGGIO ORIZZONTALE

EN 795:1996 Cl.C 0158

NUMERO PROGETTO:

2017


56



ROPE

code KITSZH-10

code SEIL-30

PLATE SET

PLATE SET

ROPE



code AIOSZH-10

code SEIL-30code GLEIT-10 removablecode GLEIT-13 fixed

ACCESS PLATE

ACCESS PLATE

code SI102235

code SI102235

PASS-THROUGH INTERMEDIATE ELEMENTWITH SHUTTLE


PASS-THROUGH ELEMENT WITH CONNECTOR

ALLinONE-VARIO


57


TERMINAL SET

TERMINAL

code AIOEDLE-14


code AIOEB-10

TERMINAL SET

TERMINAL

code AIOEDLE-10


code AIOEB-10

code AIOEDLE-11



ALLinONE-VARIO

2

1

7

9

3

4

6

8

5

10

EN 795/C:2012CEN/TS 16415:2012


58

Anchor support system Stainless steel / glass fibre reinforced plastic (GFRP)

DIASAFE

FLAT ROOFS Suitable for roof slopes up to max. 5°

FAST INSTALLATION The system consists of few components that

facilitate and speed up mounting

FUNCTIONALSupport system which does not require the roofing

to be drilled, thereby preventing thermal bridges and ensuring the structure waterproofing

VERSATILEIt allows setting up rectilinear and

angular anchor lines using appropriate accessories to suit every needs

APPLICATIONSAnchor for any type of flat roofing (max. 5° slope):

particularly suitable for green roofing non-drillable roofing

DIASAFE

<5° 90°

2

7

3

1

6

8

9

4

5

3000

3000

300

10

INOX


59

APPLICATIONSURFACE INCLINATION

Flat roofs Green roofs


GEOMETRY

INSTALLATION

max. 7.5 m

rope

rope axis

plastic protection cone

≥ 80 kg/sqm gravel or soil ballast

horizontal bearing floor - different types

max. 7.5 m

max

. 2.0

8 m

CODES

code description pcs/boxDD02 Anchor device - LINE 1DD03 Fall protection mat with cone (plastic) 1DD04 Large cone (plastic) 1DD05 Fastening head 1DD06 Fastening ring 1DD07 Square ring 1

code description pcs/boxDD08 Eyelet to form 1DD09 Eyelet to form rope loop 1DD10 Jaw 1DD11 8-mm Ø steel rope (7 x 19) -DD13 documentation 1

Use codes DD02/03/04/05/06 as ANCHOR POINTS. Add codes DD07/08/09/10 for each TERMINAL element.

DIASAFE

EN 795/D:2012CEN/TS 16415:2012

UNI 11578

EN 353-1:2002CNB/P/11.073


60

Rail system Stainless steel / aluminium

TAURUS

FAST INSTALLATIONThanks to the large centre distance between the

rail fasteners, assembly requires a limited number of fastening points

COMPLETEAvailability of three different sliding

devices on ball bearings: horizontal, vertical and multifunction

SAFETYVertical and multi-function sliding devices

equipped with automatic braking unit

UNOBTRUSIVEThe track ensures ensures a small footprint

on the cover and thus a minimal visual impact

APPLICATIONSSuitable for application on:

wood concrete structuressteel structures

VERTICAL

HORIZONTAL

TAURUS

<5° 90°

101

41

175 140LL

162

86 L

30

1034

41

10

Q

Q

Q

Q

Q

200

2003000

700-1000

≤ 2000

≤ 170

≤ Ø47

170

≤ 47

1

2


61

Bearing wooden structure Bearing concrete structureBearing steel structure

SURFACE INCLINATION APPLICATION


INSTALLATION


EN 795


code Fs [kN] (1) Fd [kN] (2) Q [kN]TAUBEF* 15 6 6

(1) Static Strength applied for 3 minutes / (2) Dynamic Strength following a 200-kg mass fall * Please refer to TAUBEF codes on page 62

GEOMETRY

TROLLEY RAIL

LHORIZONTAL = 3000 (recommended:2000)

LOVERHEAD = 1500

LDESCENT = 1000

Horizontal connecting element

Horizontal - vertical connecting element

TAURUS


62

TAURUS RIGID ANCHOR LINE ELEMENTS

code description pcs/boxTAUEA-10 fixed track closing - no possible access 1

code description pcs/boxTAUBEF-12 M10 rectangular nut for steel structures 5

code description pcs/boxTAUEA-11 mobile track closing - possible access 1

code description pcs/boxTAUVB-10 track connecting element 1

code description pcs/boxTAUVB-12 track connecting element for taubef-12 2

code description pcs/boxTAUBEF-90 ladder fastening element 1

code description pcs/boxTAUBEF-20 adjustable track support for facade 1

code description pcs/boxTAUGLEIT-H-11 sliding device on horizontal and overhead bars (0° ± 5°) 1

code description pcs/boxTAUBEF-10 track support 1

code description pcs/boxTAUBEF-30 M16 fastening angular element 1

code description pcs/boxTAUGLEIT-A-30 sliding device on horizontal and vertical bars 1

TAURUS


63

code description pcs/boxTAUGLEIT-V-20 device sliding on a bar, for vertical application only (90°) 1

TAURUS RIGID ANCHOR LINE ELEMENTS

code description L [mm] pcs/boxRAIL-10-3000 horizontal bar (0° ± 5°) 3000 1

code description L [mm] pcs/boxRAIL-20-15 15° bend for TAURUS RAIL system 480 1






code description L [mm] pcs/boxRAIL-30-90 90° bend with bar external profile 825 1RAIL-40-90 90° bend with bar internal profile 829 1

code description pcs/boxTAUTYP-10-IT Plate for horizontal and overhead systems in Italian (on request, available in other languages) 1

TAURUS

EN 795 B+C


64

Mobile anchor line Stainless steel / anodised aluminium / zinc-plated steel

TEMP

VERSATILITYIdeal for carpentry, building facades, industrial

warehouses, bridges, etc.

SIMPLICITYSystem designed to allow fast

and easy installation

COMPLETE SYSTEMTerminal set with integrated energy absorber

FEATURESMobile anchor line suitable for ensuring temporary

safety in short-duration operating environments

APPLICATIONSFastening for any type of construction site:

for internal work for external workfor roofing work

PASS-THROUGH INTERMEDIATE SUPPORT WITH SHUTTLE*

code TEMPSZH-10* GLEIT-10/13 shuttle (page 50)

TERMINAL SET

ROPE

code TEMPENDS-102 pcs/box

code SEIL-30

TEMP

<5° 90°

1 2 3 4

Y

Y

F

Q Q

≥ 900 mm

> 10

0 mm

Ø 220 mm

≥ 50

0 m

m


65



INSTALLATION


EN 795


code Fs [kN] (1) Fd [kN] (2) Q [kN]TEMPENDS-10 15 9 22


(1) Static Strength applied for 3 minutes / (2) Dynamic Strength following a 100-kg mass fall from 2.5 m

X = min. 6 m - max. 20 mX = min. 6 m - max. 20 m

SPAN LENGTH X [m] 6 12 15 20ARROW Y [m] 1.1 1.7 2 2.5

Properly place on bearing structure

Minimum distance before starting tensioning

Wrap several times around the structure

Measures to be complied with to properly assemble the tensioner

TEMP

EN 795/C:2012CEN/TS 16415:2013

≥ 40 kN

≥ 21 kN*


66

INSTALLATION AND USEFast assembly through high-loadconnector and webbing

Mobile anchor line Polyester tape

TEMPORARY

FLEXIBILITYSystem suitable for short-duration operations - ensures the safety of

max. 2 operators

PACKAGINGIt includes ratchet tensioner.

Bag sewn to the tape to simplify the system transport

code L [m] Material pcs/boxAS3080 20 polyester 1


ADDITIONAL PRODUCTS

type description page

2 connectors high-load connector ≥ 40 kN 131

2 webbings high-load webbing ≥ 21 kN* 131

30 mm polyester webbingconnector connector

anchor system anchor system

tensioner

transport bag

TEMPORARY

<5° 90°

F

Q Q

Y

Y

F = 150 kg F > 150 kg


67




EN 795:2012 CEN/TS 16415:2013


code Fs [kN] (1) Fd [kN] (2) Q [kN]AS3080 19 12 21*


(1) Static Strength applied for 3 minutes / (2) Dynamic Strength applied following a 200-kg mass fall* Load exerted on the anchor with a 12 kN Dynamic Force

INSTALLATION

X = min. 2 m - max. 20 mX = min. 2 m - max. 20 m

max. 20 m

min. 2 m

max. 15°

SPAN LENGTH X [m] 2 5 10 15 20ARROW Y [m] 0.3 0.75 1.5 2.25 3

TEMPORARY

2. A

NCHO

R PO

INTS

69

INOX

EN 795/A:2012UNI 11578


70

SIMPLE MOUNTINGThis anchor is suitable for every roofing profile and type of tile, allowing fast and easy installation

WOOD AND CONCRETELOOP and LOOP XL can be installed on wood and, using the KRAKEN fastening device, even on concrete

Anchor point Stainless steel/aluminium

LOOP LOOP XL

UNOBTRUSIVEUnder-tile fastening ensures a very low

visual impact, ideal for installation on the roofs of historic centres

VERSATILEWhen combined with the KRAKEN device,

LOOP and LOOP XL can also be installed on concrete slabs with a minimum

thickness of 40 mm

code L [mm] Dimensions [mm] Material pcs/boxLOOP 456 - stainless steel 1.4404 - AISI316 1LOOPXL 756 - stainless steel 1.4404 - AISI316 1KRAKEN* - 116 x 100 stainless steel 1.4016 IIA - AISI430 1


* Complete with hardware for connection with LOOP and LOOP XL

ACCESSORIES


PALMIFIX universal counterplate 188

LOOP - LOOP XL

Ø9

Ø8,596

65

84

L = 456 LOOP / L = 756 LOOP XL

18

116

36

18

80 100

12

34

3

1 2 3 4 5

Q Q

Q

Q

KRAKEN LOOP - LOOP XL


71

type description d [mm] Anchor min. depth [mm] support page

2 HBS screw wood screw 8 80 156

4 threaded bars + VINYLPRO chemical anchor M8 - 164 - 180


Wooden structure min. dimensions 100 x 100 mmConcrete structure min. thickness 40 mm

SURFACE INCLINATION

<5° 90°

GEOMETRY

INSTALLATION


EN 795:2012


code Qs [kN] (1) Qd [kN] (2) Q [kN]LOOP 12 9 9LOOPXL 12 9 9KRAKEN 12 9 9


For the definition of strengths and the design action, please refer to the introduction on page 24. (1) Static Strength applied for 3 minutes / (2) Dynamic Strength applied following a 100-kg mass fall



Concrete drilling and hole cleaning

Wire mesh bushing insertion

Injection of chemical anchor into holes

Threaded bar positioning Nut positioning and fastening

LOOP - LOOP XL

INOX

EN 795/A:2012UNI 11578


72

FLEXIBILITYFast, simple installation. The base plate with an increased number of holes allows the anchorto be mounted in different positions, depending on the type of roof tiles

MINIMUM SECTIONOptimised proportions for safe application on min. 100 x 100 mm wooden joists

Anchor points Stainless steel

HOOK EVO

UNOBTRUSIVEUnder-tile fastening ensures a low visual impact in the roofing, for an

aesthetically satisfactory result

SAFEMade from a single piece with no

welding points, it is certified for applying force in all directions (360°)

code L [mm] material pcs/boxHOOKEVO 490 stainless steel 1.4016 - AISI430 1


HOOK EVO

Ø9

50

144

409

490

135°

132

3

22222222

40

79

50

Q

Q Q

Q


73

type description d [mm] anchor min. depth [mm] support page



Wooden structure min. dimensions 100 x 100 mm

SURFACE INCLINATION

<5° 90°

GEOMETRY


EN 795:2012


code Qs [kN] (1) Qd [kN] (2) Q [kN]HOOKEVO 12 9 9





Use 3 holes Ø9 mm for fastening on wood

HOOK EVO

INOX

EN 795 A


74

WOOD AND CONCRETEThe fastening hole special shape has been optimised to allow the device to be mounted even on concrete structures

AESTHETICS AND FUNCTIONUnder-tile fastening ensures a low visualimpact on the roofing. Designed for safe application on wooden joists min. dimensions 80 x 100 mm


HOOK

FULL RANGEAvailable in 4 different heights

to match the thickness of any wood or concrete insulation

SAFEMade from a single piece with no

welding points, it is certified for applying force in all directions (360°)

code H [mm] material pcs/boxHOOK20 20 stainless steel 1.4016 - AISI430 10HOOK50 50 stainless steel 1.4016 - AISI430 10HOOK100 100 stainless steel 1.4016 - AISI430 10HOOK140 140 stainless steel 1.4016 - AISI430 10


ACCESSORIES



HOOK

35

20 = H

100 = H 140 = H

50 = H

96

96

96

517 517

517 517

229 229

229 229

Ø11 Ø8,5

113,6

193,6 233,6

143,6

Q

Q Q

Q

HOOK20

HOOK100

HOOK50

HOOK140


75



2 SKR anchors screw anchor 10 100 168

2 AB1 anchors heavy anchor M10 90 174

2 threaded bars + VINYLPRO chemical anchor M10 70 164 - 180



Wooden structure min. dimensions 80 x 100 mmConcrete structure min. thickness 100 mm

2 holes Ø11 mm for fasteing on concrete / 3 holes Ø8.5 mm for fastening on wood

GEOMETRY


EN 795


code Qs [kN] (1) Qd [kN] (2) Q [kN]HOOK20 13 - 10.5HOOK50 13 - 10.5HOOK100 13 - 10.5HOOK140 13 - 10.5

SURFACE INCLINATION

<5° 90°


For the definition of design action, please refer to the introduction on page 24. (1) Static Strength applied for 3 minutes / (2) Dynamic Strength following a 100-kg mass fall from 2.5 m


HOOK

INOX

EN 795/A:2012UNI 11578


76

UNIVERSALExtremely flexible in its applications, it can be installed on wood, concrete and steel structures without impairing its function

VERSATILEIdeal as an anchor point in multiple environments, it allows the operator to safely access roofs and terraces


KITE

PRACTICALThanks to its lightweight and

compact size, this anchor can be installed quickly and easily

SAFELaser cut from a single piece with

no welding points, it improves safety in all its applications

code dimensions [mm] material pcs/boxKITE 101 x 100 Stainless steel 1.4016 - AISI430 1


KITE

Ø9

Ø13 27 101100

339

65

42

26

10059

135°

14

Q

QQ

QQ


77


Wooden structure min. dimensions 100 x 100 mmConcrete structure min. thickness 140 mmSteel structure min. thickness 5 mm

SURFACE INCLINATION

<5° 90°


2 HBS screws + 1 VGS screw wood screws 8 - 11 100 156 - 160

1 BEFKITE kit KITE fastening kit 8 - 11 100 191

1 AB1 anchor heavy anchor M12 90 174

1 threaded bar + VINYLPRO chemical anchor M12 - 164 - 180

1 bolt bolt M12 - -

GEOMETRY


EN 795:2012


code Qs [kN] (1) Qd [kN] (2) Q [kN]KITE 12 9 9





1 hole Ø13-mm for fastening on concrete and steel / 2 holes Ø9-mm + 1 hole Ø13 mm for fastening on wood

KITE

INOX

EN 795/A:2012CEN/TS 16415:2013

UNI 11578


78

UNIVERSALThe threaded bar available in various lengths allows the anchor to adapt to any type of wood, concrete and steel structure

VERSATILEIdeal as an anchor point in multiple environments, it allows the operator to safely access roofs and terraces


AOS

FUNCTIONALThe 360° swivel eyelet

allows the operator total freedom of movement

COMPLETESupplied in a handy kit complete with

bolts and washers for installation

code H [mm] useful H [mm] material pcs/boxAOS50 80 29 stainless steel 1.4301 - AISI304 1AOS130 175 135 stainless steel 1.4301 - AISI304 1AOS200 250 166 stainless steel 1.4301 - AISI304 1AOS300 350 266 stainless steel 1.4301 - AISI304 1AOS400 450 366 stainless steel 1.4301 - AISI304 1AOS500 550 466 sainless steel 1.4301 - AISI304 1


ACCESSORIES



AOS

80

175250

350

450

550

200300

400

500

135

29

166266

366

466

M16

Q

QQ

Q

Q

98

28 60Ø17

AOS50* AOS200 AOS400AOS130** AOS300 AOS500


79


Wooden structure min. dimensions 100 x 120 mmConcrete structure min. thickness 164 mmSteel structure min. thickness 5 mm

SURFACE INCLINATION

<5° 90°


VINYLPRO chemical anchor M16 180


EN 795:2012 CEN/TS 16415:2013


code Qs [kN] (1) Qd [kN] (2) Q [kN]AOS 14 12 12



* recommended for use on steel** Recommended for use on concrete, combined with a chemical anchor

GEOMETRY

ANCHOR EYELET



AOS

INOX

EN 795/A:2012CEN/TS 16415:2013

UNI 11578


80

COMPLETESupplied in a handy kit complete with bolts and washers for installation

VERSATILEDesigned for installation on Shield and Tower, Tower 22 and Tower A2

Anchor point for Tower and Shield Stainless steel

AOS 01

PRACTICALThe 360° swivel eyelet

gives the operator totalfreedom of movement

on TOWER

on SHIELD

PERFORMANCE Capacity up to 4 operators, depending

on the system on which it is installed (TOWER or SHIELD)

code material pcs/boxAOS01 stainless steel 1.4301 - AISI304 1


AOS 01

H

H

BL

INOX

INOX


81


TOWER 22 SUPPORT

SHIELD DEVICE

code H [mm] material pcs/boxTOWER22500 500 S235JR zinc-plated steel 1

code B [mm] L [mm] material pcs/boxSHIELD 360 476.5 stainless steel 1.4301 / AISI304 1

AOS 01 ANCHOR EYELET FOR FALL PROTECTION SUPPORT IN COMBINATION WITH:

For fastening systems, please refer to page 32



code H [mm] material pcs/boxTOWER300 300 S235JR zinc-plated steel 1TOWER400 400 S235JR zinc-plated steel 1TOWER500 500 S235JR zinc-plated steel 1TOWER600 600 S235JR zinc-plated steel 1

TOWERA2500 500 stainless steel 1.4301 / AISI304 1

type description Dimensions [mm] support page

TOPLATE 2.0 adjustable plate 350 x 350 x 8

189

TOPLATE fixed counterplate 150 x 150 x 8

TOWER PEAK ridge adapter set 350 x 100 x 30

189

TOWER SLOPE fastening guide set for rafter 1200 x 100 x 20

TOWER, TOWER A2 AND TOWER 22 ACCESSORIES

AOS 01

<5° 90°

120 120

150

450

30 30 30

293 70

180 - 420

150

110 110120 120150 150

30

30

300-600

500

Ø48

Ø9,5 Ø9,5Ø15 Ø15

Ø48

Q

QQ

Q

22°

8

8


82

on TOWER SUPPORT:Wooden structure min. dimensions 160 x 160 mm Concrete structure min. thickness 140 mm Steel structure min. thickness 6 mm on SHIELD DEVICE:Corrugated steel sheet thickness ≥ 0.4 mmAluminium corrugated sheet ≥ 0.6 mm

SURFACE INCLINATION

GEOMETRY


EN 795:2012 CEN/TS 16415:2013


code Qs [kN] (1) Qd [kN] (2) Mmax [kNm] Q [kN]TOWER+AOS01 15 12 3 -SHIELD+AOS01 13 12 - 10.5




SHIELD DEVICE

TOWER 22 SUPPORT


AOS 01

INOX

EN 795 E


84

FUNCTIONAL Support system that does not require drilling the roofing, thereby preventing thermal bridges and infiltration

UNOBTRUSIVEPossibility of partially hiding the installation of the device on flat green roofs


VARIO

PACKAGINGSupplied in a kit complete with

360° swivel eyelet, draining mat and mounting screws

(concrete slabs not included)

PRACTICALSafe installation on roof slopes of

max. 3°; drilling the roofing is not required

code dimensions [mm] material pcs/boxEAPVARIO-10 1675 x 1675 stainless steel 1.4301 IIA - AISI304 1


Product consisting of metal parts (concrete slabs not included)For technical information, please refer to AIOVARIO-40 on page 52.

VARIO

1

2

1

2

INOX

EN 795/A:2012 EN 795/A:2012CEN/TS 16415:2012


85

For technical information, please refer to page 58.

UNOBTRUSIVEThe device ensures a low visual impact in the roofing, for an aesthetically satisfactory result

Anchor support system Stainless steel / glass fibre reinforced plastic (GFRP)

DIASAFE

FLAT ROOFSSuitable for roof

slopes up to 5°

FUNCTIONAL Support system which does not

require the roofing to be drilled, thereby preventing thermal bridges and

ensuring the structure waterproofing

code description pcs/boxDD01 anchor device 1DD03 fall protection mat 3 x 3 m with cone (plastic) 1DD13 documentation 1


BALLAST > 200 kg/m2BALLAST > 80 kg/m2

DIASAFE

INOX

INOX

INOX

1

1

2

3

2 3

EN 795 A


86

FULL RANGEAnchor device available for installation on wood or concrete structures

VERSATILEIt adapts to the thickness of the roofing, it being between 300 and 600 mm high


POINT

PRACTICALQuick and easy installation in both

the versions for wood, and in the two versions for concrete

SAFEThe version for wood is equipped

with a further internal safety system, in case of breakage


code H [mm] material pcs/boxPOINT-11-300 300 stainless steel 1.4301 IIA - AISI304 1POINT-11-400 400 stainless steel 1.4301 IIA - AISI304 1POINT-11-500 500 stainless steel 1.4301 IIA - AISI304 1POINT-11-600 600 stainless steel 1.4301 IIA - AISI304 1



POINT DEVICE for wood structure

POINT DEVICE for concrete structure

POINT DEVICE for concrete structure

POINT

1 2 3 4 5

125

29 29 3548 48 55

18 18 16

125 125

300-400-500-600 300-400-500-600 300-400-500-600

140 125

100

19

40 Nm

POINT-11 POINT-12 POINT-13


87

ADDITIONAL PRODUCTS - FASTENING FOR POINT-13

Wood structure min. dimensions 140 x 140 mm, alternatively min. dimensions 100 x 140 mm + min. 19 mm planking.Concrete structure min. thickness 150 mm

SURFACE INCLINATION

<5° 90°


VINYLPRO chemical anchor M16 180

GEOMETRY

POINT12/13 INSTALLATION*


EN 795

STATIC STRENGTH DYNAMIC STRENGTH

code Qs [kN] (1) Qd [kN] (2)

POINT-11 14 -POINT-12 14 -POINT-13 14 -


Concrete drilling Hole cleaning by blowing Further cleaning with bristle brush

Fastening with a torque wrench (page 190)

Anchor eyelet positioning

(1) Static Strength applied for 3 minutes / (2) Dynamic Strength following a 100-kg mass fall from 2.5 m

* Use chemical anchor VINYLPRO only for fastening POINT-13

This anchor point is in itself a fastener to the structure, and a deformable product. When it undergoes a stress, When it is undergoing a stress, it deforms absorbing energy, and fastening in the structure withstands the extraction force.



fastening minimumdepth



POINT

EN 795 A+B


88

SAFETYProvided with an adjustable, stabilising bracket to prevent lateral bending of the device

PROTECTION OF EXISTING ELEMENTSThe installation of the device requires no sheet drilling to ensure the roofing to be air and water tight

Anchor point Aluminium/stainless steel

INDUSTRY21

UNOBTRUSIVEIts reduced dimensions ensure

limited visibility of the device on the roofing

PRACTICALIt can be installed quickly and easily directly on the sheet of

already existing structures

code L [mm] Material pcs/boxINDUSTRY-21 395 aluminium + stainless steel 1.4301 - AISI304 1


INDUSTRY-21

Q

QQ

Q

Ø3020

4995

11268

395 112

36

1 2 3 4

20 Nm

>1,5 m

>1,5 m

20 Nm


89

Seamed steel sheet thickness ≥ 0.5 mmAluminium seamed sheet, thickness ≥ 0.7 mmIt cannot be installed on copper sheet

SURFACE INCLINATION

<5° 90°

GEOMETRY

INSTALLATION


EN 795


code Qs [kN] (1) Qd [kN] (2) Q [kN]INDUSTRY-21 13 11.5 10,5

adjustable

Proper positioning on seamed metal sheet

Tightening force of the bolts with a torque wrench (page 190) to ensure sufficient closing without yield of the bolts

Minimum distance from the edge to prevent the metal sheet from lifting


(1) Static Strength applied for 3 minutes / (2) Dynamic Strength applied following a 100-kg mass fall


INDUSTRY-21

EN 795 B


90

ADAPTABLE Allows you to choose a temporary installation point in complete freedom, even in the environment from which the roofing can be accessed

FUNCTIONALIt can be temporarily installed on doors, windows and inclined skylights, with no structural damage

Anchor point Aluminium

MOBILE ANCHORING SYSTEM

REMOVABLEIt can be assembled and

disassembled easily and quickly, to safely ensure temporary

access to the roofing

VERSATILEFor use with fall protection and

positioning devices

code dimensions [mm] weight [kg] material pcs/boxAS4580 1450 x 300 x 200 3.2 aluminium 1



300-1280

1

1

2

2

3

3


91

Roof windows and skylightsDoors

SURFACE INCLINATION

<5° 90°


APPLICATION

fastening plate

anchor ring

bearing cross beam

adjustment screw

adjustment plate

limit switch safety bolt

OPENING DIMENSIONS

INSTALLATION

The hook cross beam must be mounted in the opening frame of a window, door or an inclined opening with static strength of at least 15 kN.

FOR DOOR OR WINDOW

FOR ROOF WINDOW

Place the anchor on a door

Place the anchor on an inclined opening (only with additional plate)

Place the device outside the environment in which the job is to be run

Place the device on the inside of the inclined opening

Bring the adjustment plate close to the side surface and tighten

Bring the adjustment plate close to the side surface and tighten

a a a

aa

a

65-120

Ø30-Ø90 mm

a

a

a

b b ba = 30-100 mmb = 5-100 mm

bbb

bb

b

cc

c

c

c

c

INOX

GALV

EN 795 A

EN 795 B


92

Anchor for steel structures

Sliding anchor for steel structures

UNI ANCHOR

ANCHOR SYSTEM 65-120 mm

code weight [kg] material pcs/boxAS7205 2.5 stainless steel 1

code weight [kg] material pcs/boxAS7209 5.2 galvanised steel 1

STEEL ANCHOR SYSTEM

a = 30-100 mmb = 30-100 mmc = max 12 mm

a = 30-100 mmb = 30-100 mmc = max 12 mm

a = 30-100 mmb = 30-100 mmc = max 12 mm

GALV

EN 795 B

EN 795 B


93





code weight [kg] material pcs/boxAS8055 4 galvanised steel 1

code weight [kg] material pcs/boxAS8054 1.37 aluminium 1

STEEL ANCHOR SYSTEM

Transportable device, thanks to its extreme light weight

3. CO

LLEC

TIVE

PRO

TECT

ION

95


96

COLLECTIVE PROTECTION TEMPORARY AND FIXEDCollective Protective Equipment (CPE) are aimed at safeguarding people's health and safety. The use of CPE should be seen as a priority with respect to the the use of Personal Protective Equipment (PPE). There are different types of product, according to the needs of the construction site.

Temporary protections that prevent falls from heights during repair and installation work on roofing. Compliant with standard 13374.

Permanent protections for roofing. Operators can move freely without PPE. Products compliant with standards EN 14122-3 and EN 13374. A class protection.

TEMPORARY PARAPET BARRIERS PERMANENT PARAPET BARRIERS


97

They protect workers from falling inside the building and are permanently mounted.Compliant with standard EN 1263-1.

They protect workers from falling from heights duringrepair and installation work in sites. They offer freedom of movement and, in case of a fall, the impact is absorbed. Two different types exist, TYPE S (horizontal) and Type U (vertical). Compliant with standard EN 1263-1.

SKYLIGHT NETS TEMPORARY PROTECTION NETS

1

2

3


98 PARAPET BARRIERS

Collective Protection Device Aluminium

PARAPET BARRIER

FASTVersions 1 and 2 provided with

pre-drilled mounting plate; version 3 does not require roofing to be drilled

MODULARModular system design

requirement thanks to the wide range of available accessories


code H [mm] material pcs/box1 AS7215 1100 aluminium 1



SUPPORT AND STANDARD FLAT COLUMN

SUPPORT AND STANDARD BALLAST COLUMN

SUPPORT AND STANDARD VERTICAL COLUMN


AB1 heavy anchor M12 174

threaded bars + VINYLPRO chemical anchor M12 164 - 180


CertificateEN 14122-3

1

2

3


99

SIMPLESystem that can be easily

installed in a few easy steps

PARAPET BARRIERS

Collective Protection Device Aluminium

INCLINED PARAPET BARRIER

AESTHETICSInward column suitable

for most sophisticated architectural solutions





SUPPORT AND SLOPING FLAT COLUMN

SUPPORT AND SLOPING BALLAST COLUMN

SUPPORT AND SLOPING VERTICAL COLUMN


AB1 heavy anchor M12 174

threaded bars + VINYLPRO chemical anchor M12 164 - 180




100 PARAPET BARRIERS

ACCESSORIES

code description L [mm] s [mm] column pitch [m] pcs/boxAS7211 aluminium conduit for columns 3000 2 1.5 1AS7214 aluminium conduit for columns 3000 3 2.0 1

code description pcs/boxAS7221 joint for conduit with screws 1

code description pcs/boxAS7222 40-mm Ø cap for closing conduit hole 1

code description pcs/boxAS7223 angular joint kit with bolt 1

code description pcs/boxAS7224 angular joint kit for toeboard with screws 1

code description pcs/boxAS7225 toe-board fastening bracket for column with screws 1

For fixed parapet barriers

Conduits L = 6000 mm available on request


101PARAPET BARRIERS

code description L [mm] H [mm] pcs/boxAS7228 toe-board for parapet barriers 3000 150 1

code description pcs/boxAS7226 wall conduit support with screws 1

code description pcs/boxAS7229 joint for toeboard with screws 1

code description weight [kg] pcs/boxAS7232 ballast 22.5 1

code description L [mm] pcs/boxAS7230 open/close gate 700 1AS7231 open/close gate 1300 1

Toe-board L = 6000 mm available on request

One ballast for 1.5-m pitch column / Two ballasts for 2-m pitch columns


102

Horizontal fall protection net Elegance type - stainless steel / Classic Type - polypropylene

ROTHONET 1Certificate

EN 1263-1

CertificateEN 10204

Classic type

Elegance type

AESTHETICSMore proportioned and harmonic shapes than traditional nets, for improved yield in the installation in civil and industrial structures

MATERIALSAvailable in stainless steel or polypropylene, to ensure the best value for money in any environment

EASYQuick and easy assembly with the aid

of angular and rectilinear fastening systems. Anti-intrusion plate included

VERSATILEPossibility of application to

structures in various materials (wood, steel, concrete)

ROTHONET 1

<5° 90°

1 2 3

Ø 8,5

Ø 8,53

3

100

30

35

40

20

607575

40


103


Steel structure min. width 100 mmConcrete structure min. thickness 150 mmSteel structure min. thickness 2 mm

SURFACE INCLINATION

type description d [mm] support

8 screws x 100 wood screw 8 included in the package

7.5 screws x 60 self-tapping screw for cement 7.5 included in the package

5.5 screws x 25 self-drilling screw for steel 5.5 included in the package



GEOMETRY

INSTALLATION

Support positioning as described in the manual

Maximum distances to properly position the support elements

Application of the angular / intermediate support element

Fastening of supports with screws included in the package

Anchor of the net to the supports

ANGULAR SUPPORT ELEMENT INTERMEDIATE SUPPORT ELEMENT

< 450 mm < 450 mm

< 45

0 m

m

Angular element

Intermediate element

ROTHONET 1


104

Horizontal fall protection net Zinc-plated steel

ROTHONET 2

EXISTING STRUCTURESIt can be installed on finished buildings without having to disassemble skylights

SIMPLEQuick installation using wooden or metal profiles

code H [mm] L [m] material pcs/boxAS6500 1020 25 zinc-plated steel 1AS6505 1220 25 zinc-plated steel 1AS6510 1520 25 zinc-plated steel 1AS6515 1830 25 zinc-plated steel 1AS6520 2030 25 zinc-plated steel 1AS6525 2230 25 zinc-plated steel 1AS6530 2530 25 zinc-plated steel 1


CertificateEN 15057:2006EN 1873:2006

EN 14963:2007

ADAPTABLEAvailable in various sizes, to meet all

needs of the construction site

EASYSupplied in convenient rolls that

facilitate transport and installation

ROTHONET 2

<5° 90°

51

51

25 252525 51 51102 102 102 102

> 50

> 50

A

B

C


105


Solid or lamellar wood bearing structureConcrete structure min. thickness 50 mmSteel structure min. thickness 3 mm

SURFACE INCLINATION


HBS screws wood screw 6 156

SKR anchor screw anchor for concrete 7.5 168

SBS6360 wood/metal self-drilling screw L = 60 mm

SBS6370 wood/metal self-drilling screw L = 70 mm 6.3 see the "Screws for wood" catalogue

SBS6385 wood/metal self-drilling screw L = 85 mm

PF400043 perforated tape L = 50 m, W = 40 mm, th. = 3 mm - see catalogue "Plates and connectors for wood"


This manual provides details about laboratory-tested rothoblaas fastening systems

GEOMETRY

INSTALLATION

variable H

fast

enin

g ar

ea

fast

enin

g ar

ea

H[mm]

clear width space [mm]

fastening diagram

fastening interaxis

10200 - 770 A - C

10000 - 840 B

1220730 - 970 A - C

900820 - 1040 B

1520930 - 1270 A - C

7001020 - 1340 B

18301230 - 1580 A - C

6001320 - 1650 B

20301530 - 1780 A - C

5001630 - 1850 B

22301730 - 1980 A - C

4001830 - 2050 B

25301930 - 2280 A - C

3002030 - 2350 B

The number of fasteners must be increased In the two ends of the net (at least 3 additional fasteners).

When joining two contiguous networks, it is necessary to provide an overlap of at least 1000 mm and double the fasteners. At the beginning and end of such overlap, the first fasteners shall be placed at a distance less than 150 mm from the beginning of the overlap.

SOLUTION A

SOLUTION B

SOLUTION C

Fastening minimum distance from the edge of the structure

Wood batten 30 x 40 mm / steel angular element 30 x 30 x 3 mm / steel profile 30 x 3 mm

ROTHONET 2

TÜVRheinland

Product SafetygeprüfteSicherheit


106 FALL PROTECTION SAFETY NET

Horizontal fall protection safety net Polypropylene - Type S

FALL PROTECTION SAFETY NET

PRACTICALIt requires a limited number

of fastening systems (maximum distance between anchors: 2.5 m)

MODULARPossibility of combining different

nets to cover larger areas

code mesh [m] dimensions Ø rope [mm] weight [kg] pcs/boxAS6000 5 x 10 100 5 11.4 1AS6010 6 x 10 100 5 13.7 1AS6020 10 x 10 100 5 22.9 1AS6030 7.5 x 15 100 5 25.7 1



Each fastening point must withstand a minimum load of 6 kN

code description Ø [mm]

AS6050 fastening rope 14 it can be ordered by the metre

AS6060 sewing rope 6 it can be ordered by the metre

ACCESSORIES

TÜVRheinland

Product SafetygeprüfteSicherheit


107FALL PROTECTION SAFETY NET

Lateral fall protection safety net Polypropylene - Type U

FALL PROTECTION SAFETY NET

SAFEEdge protection system.

on roofs or scaffolds

FUNCTIONALPossible installation by inserting each

individual link in the scaffold pipe or via fastening straps (optional)

code mesh [m] dimensions Ø rope [mm] weight [kg] pcs/boxAS6040 2 x 10 100 5 4.5 1



code description L [mm] pitch [mm]

AS6045 fastening strap 600 700

ACCESSORIES

GALV

GALV


108

Temporary, for slopes of not more than 10°

Temporary, for slopes of not more than 30°

PARAPET BARRIER 1

PARAPET BARRIER 2

CLASS A certifiedEN 13374

CLASS B certifiedEN 13374

code material degrees weight [kg] pcs/boxAS1005 galvanised steel 90 7.8 1

code material degrees weight [kg] pcs/boxAS1010 galvanised steel 68 10 1

Usable for wooden beams with thickness from 80 to 200 mmRecommended max. distance between supports 1.5 metres

Usable for wooden beams with thickness from 100 to 200 mmRecommended max. distance between supports 1.5 metres

MOBILE PARAPET BARRIERS

370 mm

500 mm

GALV

GALV


109

Temporary protection, for slopes of not more than 30°INCLINING PARAPET BARRIER CLASS B certified

EN 13374

code material weight [kg] pcs/boxAS7158 galvanised steel 11.2 1

code material weight [kg] pcs/boxAS1050 galvanised steel 4.7 1

Possibility of clamp opening from 80 to 500 mmRecommended distance between supports 1.4 to 1.5 metres

Universal, with stemPARAPET BARRIER 3 CLASS A certified

EN 13374

For application on laddersFor use even on roofs with maximum slope of 10°

USE WITH PARALLEL ARMS USE WITH OPEN ARM


4. P

ERSO

NAL P

ROTE

CTIO

N EQ

UIPM

ENT

111


112

PERSONAL PROTECTION EQUIPMENTWhere collective protection systems are not sufficient or applicable, personal protective equipment (PPE) is adopted which can be of the restraint, positioning, recovery or fall arrest type. Personal fall protection equipment includes a sling, an intermediate element (rope) and a connector, and needs an accessible, safe anchor point to be used.

SLINGFALL PROTECTIONOF A GUIDED TYPE

DESCENDERS

RESTRAINT ROPES

HELMETS

LOCKING

CONNECTORS

TAPES

CORDS WITH ENERGYABSORBER

DEVICESREACH TRUCKS

KIT DPI


113

Points transmitting the load to the level of the belt towork comfortably resting on the feet during the suspension, distributing the load between belt and leg loops.

They allow connecting a fall arrest system, ensuring the user a stable, reassuring position after a fall from height.

Automatic adjustment buckles

Ventral ring for positioning CE EN 813

Lateral rings for positioning CE EN 358

Fall protection sternal ring (A) CE EN 361

Automatic adjustment buckles

Ergonomic padded leg loops

Gear loops

Ventilation

Breathable belt

Height adjuster

Fall protection dorsal ring (A) CE EN 361

SLINGS

Positioning and fall arrest slings are suitable for any work situation at height. To allow the operator to work safely, these slings generally have one or more ventral, lateral, sternal and dorsal attachment points.

VENTRAL AND LATERAL ATTACHMENT POINTS

FRONT

STERNAL AND DORSAL ATTACHMENT POINTS

REAR

APPROVED


114

EQUIPMENT CARE AND MAINTENANCE The care and maintenance of your equipment is essential for the safety of the user.Cuts, abrasions, burns and other signs of wear adversely affect safety: a damaged device may operate improperly and cause accidents, which can be avoided with effective preventive inspections.

CUTSA 2-mm edge cut reduces facricresistance by up to 40%

ULTRA VIOLET DEGRADATIONThe sun and welding can damagetextile components.

ABRASIONSAn abrasion on textile components acts just like a cut when fabric threads are torn.

SEAMSBefore each use it is essential to check that there are no loose,torn, worn or missing threads.

BURNSCaused both by heat sources and by contact with chemical and corrosive substances or materials.In particular, nylon is usually damaged when in contact with acids, and polyester with alkaline substances.

In addition to the normal visual inspection that is done before and after each use, all PPE must be checked by experienced personnel at least annually. Rothoblaas offers the possibility of an annual audit, and control is documented on the PPE booklet attached to each product.

TEXTILE DEVICES

SIGNS OF WEARThe frequent use of the device can determine accelerated wear. The frequency of checks must therefore be directly proportional to the frequency of use.

DEFORMATIONExcessive loads or misuse may result in changes and breakdown of the device.

CORROSION AND OXIDATIONKeep the devices away from moisture and atmospheric agents as they may deterioratetheir functions.

LOOSENED PARTSBefore each use, check the device for integrity (loosened screws, signs of breakage, etc.).

MECHANICAL DEVICES

CHECK AND REVIEW

16 kN

2 x 22 kN

8 kN16 kN

2 x 22 kN

1000 kgf 3830 kgf3830 kgf1000 kgf

120o 165o

1000 kgf

580 kgf580 kgf 60o

1000 kgf1000 kgf


115

OPERATING LOADWhen carrying out work at height, the suitability of the equipment being used and determiningthe maximum working load is the responsibility of the operator.

According to the different configurations of the anchor device, variable breaking loads are obtained. This aspect is also entrusted to the discretion of the operator who, depending on the type of intervention, will choose the most suitable installation.

BREAKING LOAD

LOAD VARIABLES

SITUATION 1With a reduced angle the load is contained (optimal situation).

SITUATION 2With a larger angle, the load increases (attention to the connecting element being used).

SITUATION 3With a particularly heavy and continuous angle, an excess load is obtained.

When using safety devices for suspended work, you should always bear in mind the load variables, as shown in the following pictures. The greater the angle between the connecting elements, the greater the operating loads.


116

GENERAL PRINCIPLES OF WORK AT HEIGHTThere are different techniques to work at height using ropes. The choice of the correct working technique depends on the purpose of the intervention to be performed. The operator will choose the most suitable PPE depending on the type of intervention to be performed.

Technique used to prevent an operator to reach an area posing a risk of falling (leash principle): cord + work positioning sling (the length of the cord must be such as to prevent the operator from entering the fall zone).

The fall arrest system has the purpose of:

• reducing the distance required to arrest a fall• absorbing the energy of the fall to limit the arresting force

transmitted to the human body• keeping the injured in an appropriate position to limit the

effects of inert suspension.

The required air draught should be provided for.This distance is the free space required under the userto prevent the latter from hitting any obstacle in case of a fall.

• the length of the cords and energy absorbers shall not exceed two metres

• the falling height must be always reduced to a minimum• the calculation of the air draught varies depending on the

system used.

Lengthof the cord +carabiners

Maximum extensionabsorber of energy = 1.75 m

Distance between the anchor pointof the sling and the operator's feet = 1.5 m

Minimum distance between the operator's feetand the ground = 1 m

MIN

IMU

M A

IR D

RAU

GH

T RE

QU

IRED

RESTRAINT

FALL PROTECTION

PREVENTING FALL-RELATED RISKS

IMPACT AGAINST AN OBSTACLE OR ON THE GROUND

FALL FACTOR 0 FALL FACTOR 1 FALL FACTOR 2


117

Working technique that allows the operator to work under tension with its devices, hands free:

• in the case where the risk of falling into the void is null: Sling and positioning cord

• in the case where there is a risk of falling: sling, positioning cord and fall protection system.

During a fall, the user must in no way suffer an arresting force greater than 6 kN. There are two possibilities:

• make sure that the cords remain constantly attached to the anchor points above the level of the head, so as the drop height and the arresting forces generated by it can be minimised.

• if the fall cannot be limited, the arresting force must be absorbed via the most used energy absorbing PPE (energy absorbers and dynamic rope systems).

In case of a fall, the arrest system is designed to minimise the effects of gravity on the human body.Nevertheless, the consequences of a fall are often serious.Inert suspension in any sling can cause serious physiological problems. These problems occur in the case of a prolonged suspension with an unconscious subject, therefore, not able to continuously and autonomously change the support points in its sling.Teams must be trained to bring help to an operator who is unconscious or incapable of self-rescue.

POSITIONING AT WORK

INERT SUSPENSION

EXCESSIVELY HIGH ARRESTING FORCE

max0.5 m


118

EUROPEAN STANDARDSPPE is divided into first, second and third category devices. The first two categories include devices designed to protect workers performing low to medium risk tasks, whereas the third includes "life saving" devices, designed to ward off the risk of death. The users of these devices are required to take part in specialised courses, in accordance with art. 77 Leg. D. no. 81/2008. Below is a list of the main European Directives on PPE.

UNI EN 341:1993Descenders for rescue

UNI EN 354:2003Cords

UNI EN 358:2001Positioning belts and cords

UNI EN 360:2003Retractable devices

UNI EN 353-1:2003Rigid anchor line

UNI EN 353-2:2003FLEXIBLE ANCHOR LINE

UNI EN 355:2003Energy absorbers

UNI EN 363:2003Fall arrest systems

UNI EN 361:2003Full body sling

UNI EN 364:1993Test methods

UNI EN 362:2005Connectors

UNI EN 365:2003General requirements for use instructions and marking

UNI EN 12841:2007Access system with two ropes


119

CONFINED SPACESConfined space means any limited environment where the risk of death or serious injury is very high, due to the presence of dangerous substances or conditions (e.g. lack of oxygen).

Confined spaces can be easily identified for the presence of small-sized openings, as in the case of:

Several critical situations may occur in confined spaces. The cause is often due to:

LACK OF OXYGEN

FIRES AND EXPLOSIONS

GASES, FUMES OR TOXIC VAPOURS

LIQUID OR SOLID SUBSTANCES

HIGH CONCENTRATIONS OF DUST

HIGH TEMPERATURES

RESIDUES INSIDE CISTERNS AND TANKS

In order to identify the necessary measures to ensure the safety of workers, a proper assessment of the risks related to the activities to be carried out should be made. For operations within confined spaces, this involves identifying the hazards present, the risk assessment and the identification of the precautionary measures to be taken.

HAZARDS LINKED TO CONFINED SPACES

LEGISLATIVE PROVISIONS

• pools• combustion chambers inside ovens • pipelines • environments with inadequate or absent ventilation.

• tanks • silos • containers used as reactors • closed drainage systems • sewage systems• open cisterns

For a correct assessment, consider:

• the type of activity • the type of work environment • the materials and equipment to be used • the suitability of employees • the solutions to be adopted for emergency response.

1 2 3 4 5 6


120

Helmet for work at height, construction site and industry Polycarbonate

PROTECTOR EVO

PRACTICALExtremely light weight to ensure

good comfort at work

SAFEProvided with chin strap designed to open

in case of impact between 15 and 25 kg

CertificateEN 397

code description pcs/box

1 AS7091 clear visor 1

2 AS7092 dark visor 1

3 AS2230 SNR 26 dB ear defenders 1

4 AS7039 Ear defenders adapter 1

5 AS7093 black spare padding 1

6 AS7067 spare head wrap 1

ACCESSORIES

code size shell material weight [g] pcs/boxAS3018 fits-all polycarbonate 375 1


easy adjustment

air feed

washable padding

HELMET

On request, you can order helmets in different colours or customised with company logos

1

1

1 4 5

2

3

2

23

2

2

4

2

1

1

1

3

3

5


122

PROFI KIT

BASE KIT

Backpack style waterproof bagRSBAG + RBBAG


AS9020AS3200 NEOS unisize 1AS4510 LINOSTOP II (10 m) 1RBBAG backpack 1


AS9030

AS3000 MASTER m/l 1AS3050 ROPE I (10 m) 1AS3025 ARRESTER 1AS3018 PROTECTOR EVO 1RSBAG bag 1

code weight [g] capacity [L] height [mm] pcs/boxRSBAG 610 30 700 1RBBAG 390 23.6 400 1

Complete with hook for liftingWaterproof bag with inner pocket for documents

KIT DPI

1

2

2

2

2

6

64

4

4

4

8

8

1

1

1

3

3

3

3

7

755

9

9 10

10


123


AS9040

RSBAG bag 1AS3075 BAND (L = 1200 mm) 1AS3076 BAND (L = 1800 mm) 1AS7122 ROPE (30 m) 1AS3092 ASCEND LEFT 1AS3093 ASCEND RIGHT 1AS3100 descender 1AS3057 CARABINER 2 5AS7043 cable cutting scissors 1AS7242 aluminium pulley with double sheave 2


AS9045

RSBAG bag 1AS3018 PROTECTOR EVO 1AS4550 P32 PRO m/xl 1AS3140 PLATROPE 1

For work in platformsPLATFORM KIT

Suspension rescueRESCUE KIT

KIT DPI


124

Fall protection slingPANTHER

Fall protection and positioning slingMASTER

Fall protection and positioning slingP-71E

Five attachment points: sternal, dorsal, ventral and two lateralBreathable waist band and shoulder strapsTwo tool loops

Five attachment points: sternal, dorsal, ventral and two lateralFully adjustable

Two attachment points: sternal and dorsalSimple and easy to wear, with quick attachments

code leg loops size weight [g] pcs/boxAS3210 openable fits-all 850 1

code one-size weight [g] pcs/boxAS7195 M/XL 1720 1

code size weight [g] pcs/boxAS3000 M/L 1130 1AS3001 XL 1180 1

CertificateEN 361

CertificateEN 813

CertificateEN 813

CertificateEN 358

CertificateEN 1277/A

CertificateEN 1277/A

CertificateEN 358

CertificateEN 361

CertificateEN 361

SLINGS


125

Two attachment points: sternal and dorsalSimple and easy to wear, with quick attachments

Four attachment points: sternal, dorsal, ventral and two lateralEasy to wear

Two attachment points: sternal and dorsalVery light weight

code leg loops size weight [g] pcs/boxAS4550 openable M/XL 1315 1

Fall protection sling

Fall protection and positioning sling

Fall protection sling

P32 PRO

P-60

NEOS

code size weight [g] pcs/boxAS4553 M/XL 1540 1

code one-size weight [g] pcs/boxAS3200 fits-all 580 1

CertificateEN 361

CertificateEN 361

CertificateEN 358

CertificateEN 361

SLINGS


126 CORDS

Single arm cord with energy absorberSICUROPE

Double arm cord with energy absorberDOUBLE SICUROPE

Double arm cord with energy absorberSCAFFOLD DUO

Provided with two aluminium connectors with safety lever and a steel ring nut connector Fitted with elastic straps for greater comfort when carrying out operations

Provided with two steel ring nut connectorsFitted with elastic webbing for greater comfort when carrying out operations

Provided with two aluminium large aperture connectors (56 mm) and a steel ring nut connector Fitted with elastic straps for greater comfort when carrying out operations

code L [m] weight [g] pcs/boxAS3040 1.5 1200 1AS3041 2 1350 1

code L [m] weight [g] pcs/boxAS3035 1.5 1305 1

code L [m] weight [g] pcs/boxAS3030 1.5 980 1AS3031 2 1050 1

CertificateEN 355

CertificateEN 355

CertificateEN 355


127CORDS

Fall protection and positioning deviceARRESTER

Rope with loops and auto block connectorROPE I

Non-adjustable cord with loopsROPE II

Semi-static rope with two sewn loops and steel auto block ring nut connectorSuitable for guided type ARRESTER fall protection device

Dual function: Fall protection and positioningIt stop falls from height, slipping on an incline or uncontrolled descents

Semi-static rope with two sewn loops Provided with protective coating

code weight [g] Ø rope [mm] pcs/boxAS3025 385 10 - 12 1

code L [m] weight [g] Ø corda [mm] pcs/boxAS3050 10 1260 11 1AS3052 15 1630 11 1AS3051 20 2010 11 1

code L [m] weight [g] Ø rope [mm] pcs/boxAS3045 1 135 11 1AS3046 1.5 172 11 1AS3047 2 210 11 1

CertificateEN 12841A/B

CertificateEN 567

CertificateEN 358

CertificateEN 353-2

CertificateEN 795/B

CertificateEN 795/B

CertificateEN 566

CertificateEN 566

CertificateEN 358

CertificateEN 354

Rope not included


128 CORDS

Multi-purpose fall protection deviceBRAKE

SHARK

Guided type fall protection device on anchor lineLINOSTOP II

Multi-function fall protection device with steel core

Chromed steel locking device with integrated energy absorber Polyamide rope Ø12

Use as a fall arrest system, for restraint and positioningAlso suitable for temporary anchor line for two operators

code L [m] weight [g] Ø rope [mm] pcs/boxPSABRAKE-10 10 1600 12 1PSABRAKE-15 15 1980 12 1PSABRAKE-20 20 2500 12 1PSABRAKE-25 25 2950 12 1

code L [m] weight [g] Ø rope [mm] pcs/boxAS4510 10 2000 12 1AS4515 15 2500 12 1AS4520 20 3000 12 1

CertificateEN 358

CertificateEN 358

CertificateEN 795/B

CertificateEN 795/C

CertificateEN 353-2

CertificateEN 354

CertificateEN 354

CertificateEN 353-2

CertificateEN 353-2

code L [m] weight [g] Ø rope [mm] pcs/boxPSASHARK-10 10 3220 12 1PSASHARK-15 15 4180 12 1

Cut resistant rope, not afraid of steel cornersHighly flexible ropeAlso suitable for temporary anchor line for four operators

2

1

3

4

1

2

3 4


129

Semi-static rope with two sewn loops Ø14To be used together with AS7199

code weight [g] Ø rope [mm] pcs/boxAS7199 220 14 1

CertificateEN 353-2

Rope not included

code description pcs/boxAS3142 3 m positioning system 1AS3060 connector for scaffolds 1AS3066 carabiner for connector/cord 1AS3059 connector with double safety lever 1

CORDS

code L [m] Ø rope [mm] pcs/boxAS7200 20 14 1AS7201 30 14 1AS7202 50 14 1

code L rope [m] Ø rope [mm] pcs/boxAS7264 20 11 1

Semi-static ropeROPE III

Positioning deviceTRIMMER

Fall protection deviceAC 010

CertificateEN 358

CertificateEN 341

Descenders for rescue with twistlock connectorsDESCENT

CertificateEN 362

CertificateEN 353-2


130 CORDS

Adjustable cord with energy absorber Safety device for platforms

Blocking slider for rope

ENERGY PLATROPE

DUCK

code L max [m] Ø rope [mm] pcs/boxAS7233 2 12 1

code L max [m] weight [g] pcs/boxAS3140 1.9 1430 1


CertificateEN 567

CertificateEN 1891

CertificateEN 355

CertificateEN 355

CertificateEN 353-2

code L rope [m] Ø rope [mm]AS7101 60 10.5

Static ropeROPE IV

50 kN 15 kN

24 kN 10 kN 7 kN

22 kN 7 kN 7 kN

50 kN 13 kN 20 kN

1

2

1

1

1

2

2

2

1 2


131CONNECTORS

Band

Steel/aluminium connector with screw ring nut

Steel connector for sling

Steel connector with auto block ring nut

BAND

CARABINER 1

QUICKLINK

CARABINER 2

code material weight [g] opening [mm] pcs/boxAS3055 steel structures 143 16 1AS3056 aluminium 65 16 1

code material weight [g] opening [mm] pcs/boxAS3057 steel structures 240 26 1

code material weight [g] pcs/boxAS3065 steel structures 152 1

Certificate*EN 795/B

CertificateEN 362

CertificateEN 362

CertificateEN 12275

CertificateEN 12275

CertificateEN 362

CertificateEN 566

CertificateEN 354

code L [mm] colour weight [g] load breakage [kN] pcs/box

AS3071 1200 red-black 110 23 1AS3072 1800 orange-black 260 23 1AS3075 1200 red 125 35 1AS3076 1800 black 260 35 1

* Only for high load webbing** Indicated for TEMPORARY ANCHOR LINE (page 66)

Band fettuccia ad alto carico**

1 2

1

2

GALV

GALV


132 REACH TRUCKS

Steel retractile cable device

Retractable webbing device

Steel retractile cable device

Retractable webbing device

FALL BLOCK

WEBBING I

FALL ARREST

WEBBING II

code L [m] weight [kg] pcs/boxAS7210 6 5.1 1AS7316* 1.8 0.8 1

code L [m] weight [kg] pcs/boxAS7159 2.5 0.9 1

code L [m] weight [kg] pcs/boxAS7203 6 1.7 1

CertificateEN 360

CertificateEN 360

CertificateEN 360

CertificateEN 360

code L [m] weight [kg] pcs/boxAS3110 10 4.6 1AS3115 15 7.2 1AS3120 20 7.7 1

* If combined with AS7210, it is suitable for horizontal workSuitable for horizontal work

EN 12278

EN 12278

EN 12278

NFPA-T/E

EN 795/B

EN 341 EN 12841/C


133ACCESSORIES

ACCESSORIES For work at height

code description weight [g] pcs/boxAS7242 aluminium pulley with double sheave 490 1

code description pcs/boxAS7207 seat for work in suspension 1

code description weight [g] pcs/boxAS8056 pulley 250 1

code description weight [g] pcs/boxAS3100 antipanic descender 450 1

code description weight [g] pcs/boxAS7243 aluminium pulley with single sheave 260 1

code description pcs/boxAS8053 rescue triangle 1

code description weight [g] pcs/boxAS3094 5 point anchor 106 1

Certificate

Certificate

1 2 3 4

H

L

D


134 TRIPODS

Mobile device with three feet for lowering and lifting Aluminium alloy tripod

TRIPOD I CertificateEN 795/B:2012TS 16415:2012

Height H [cm] 179 - 289Tripod base opening diameter D [cm] 173 - 271Feet distance L [cm] 147 - 232Lifting capacity max. 2 operatorisAnchor points up front 3

code pack. dimensions [cm] weight [kg] material pcs/boxAS8065 190 x 30 x 30 37 aluminium 1

ACCESSORIES


1 AS3125 stainless steel cable retractable device L = 25 m with a recovery device 1

2 AS8051 adapter for tripod and retractable device 1

3 AS7247 25 m lifting sheave for tripod 1

4 AS8052 double rescue loop 1


application of the 1 and 2 devices

H

L

D

1 2 3


135

Height H [cm] 130 - 220Tripod base opening diameter D [cm] 155Feet distance L [cm] 180Lifting capacity max. 1 operatorAnchor points up front 3


TRIPODS


TRIPOD II

ACCESSORIES


1 AS3141 preassembled hoist with rope L = 15 m (force ratio 1/5) 1

2 AS8066 lowering device 1



CertificateEN 795/B

1 2 3 4

H

L

D


136 TRIPODS


TRIPOD III

ACCESSORIES





4 AS7298 pulley 1


CertificateEN 795/B:1996

code pack. dimensions [cm] weight [kg] material pcs/boxAS7206 175 x 23 x 23 16.5 aluminium 1

Height H [cm] 147 - 229Tripod base opening diameter D [cm] 140 - 213Feet distance L [cm] 119 - 182Lifting capacity max. 1 operatorAnchor points up front 4

1 42 3

H

L

X


137

Mobile device with two feet for lowering and lifting Aluminium alloy tripod

BIPOD

ACCESSORIES


1 AS8066 lowering device 1

2 PSABRAKE-20 multi-function fall protection device L = 20 m 1

3 AS3051 cored rope with auto block connector L = 20 m 1

4 AS3025 fall protection and positioning device 1


TRIPODS


Height H [cm] 185Diagonal x [cm] 185Feet distance L [cm] 155Lifting capacity max. 1 operatorAnchor points up front 3


138 ROPE ASCENT

Additional foot locking deviceFOOT

Aditional hand locking deviceHAND

Ventral locking deviceBODY

Handy and safe front gripSupplied with two interchangeable handles of different sizes

Equipped with anti-twist bracketEquipped with a hole for the insertion of a connector blocking the cam which prevents the rope from being accidentally released

Reduced dimensionsReduced weight

code left colour Ø rope [mm] pcs/boxAS3095 foot black 8 - 12 1AS3096 right grey 8 - 12 1

code hand colour Ø rope [mm] pcs/boxAS3097 left grey 8 - 12.7 1AS3098 right black 8 - 12.7 1


CertificateEN 12841/B


CertificateEN 567

CertificateEN 567


139ROPE ASCENT

Small-sized ventral locking deviceExcellent ability to block particularly muddy ropes

Excellent ability to block particularly muddy ropesHigh wear resistance

Excellent ability to block particularly muddy ropesHigh wear resistance




Cam Clean blocking elementWAIST

Mobile locking device for left liftingASCEND LEFT

Mobile locking device for right liftingASCEND RIGHT

CertificateEN 567

CertificateEN 567




CertificateEN 567


140 CONFINED SPACES

Duct fan - Confined spacesBLOWER

code Ø [mm] pcs/boxAS8070 200 1

code Ø [mm] pcs/boxAS8075 290 1

DIMENSIONS

Weight [kg] 14.75Height [mm] 533Length [mm] 431.5Width [mm] 355.5

MOTOR SPECIFICATIONS

Voltage [V] 230 - 250Frequency [Hz] 50 - 60Electric motor [W] 745Noise level [dB] 85Air flow [m3/h] 3552

DIMENSIONS

Weight [kg] 8.1Height [mm] 470Length [mm] 381Width [mm] 317.5

MOTOR SPECIFICATIONS

Voltage [V] 230 - 250Frequency [Hz] 50 - 60Electric motor [W] 185Noise level [dB] 80Air flow [m3/h] 1392

POWERThe more powerful engine

ensures the exchange of air in a short time

DOUBLE FUNCTIONIt can be used for both air

extraction and intake in confined environments

SILENTThe increased motor power does not imply a significant

noise level

LIGHT WEIGHTIts dimensions and low weight

facilitate transport


141CONFINED SPACES

code L [m] Ø [mm] fan pcs/boxAS8073 4 200 AS8070 1AS8074 7.1 200 AS8070 1AS8078 4 290 AS8075 1AS8079 7.1 290 AS8075 1

Air hose for fanPIPE

Connector for air hoseCONNECTOR

Band for tightening air hoseCOLLAR

For use with BLOWER in conjunction with COLLAR

For evenly tightening PIPE on BLOWER and CONNECTOR

To connect two PIPE hoses

code Ø [mm] fan pcs/boxAS8071 200 AS8070 1AS8076 290 AS8075 1

code Ø [mm] fan pcs/boxAS8072 200 AS8070 1AS8077 290 AS8075 1


142 GLOVES

Continuous filament glove - 100% polyester/nitrileECO

Cut-resistant glove - Dyneema / polyurethaneDYNEEMA

Continuous filament nylon glove - elastane/nitrile foamNITRAN

Excellent abrasion resistanceElasticated cuff and ventilated back

Excellent levels of mechanical protectionHigh dexterity, comfort and breathability

Foamed nitrile compound coating on palm to make the glove more breathableExcellent abrasion resistance with optimal grip and water resistant to oils

code one-size pairs/boxAS2205 8 12AS2206 9 12AS2207 10 12



CertificateEN 388

CertificateEN 388

CertificateEN 388

CertificateEN 420

CertificateEN 420

CertificateEN 420

EN 149

EN 352-1

EN 166

EN 166

EN 166

EN 352-2


143ACCESSORIES

ACCESSORIES

code description SNR attenuation [dB] pairs/boxAS2220 disposable polyurethane foam earplugs 37 200

code description SNR attenuation [dB] pcs/ boxAS2225 folding ear muffs 29 1

code description H [mm] weight [kg] pcs/boxAS2201 stanchion 900 1.1 1

code description dimensions [mm] weight [g/m] m/boxAS2202 plastic sign chain 39 x 24 70 25

code description pcs/boxAS2235 temple glasses - wrap-around frame 1

code description pcs/boxAS2240 glasses with temples - silicone rubber nose pad 1

code description pcs/boxAS2245 glasses with temples - grey lenses 1

code description pcs/boxAS2250 non-woven fabric dust mask 20

Ear defenders, glasses, sign chain

5. AC

CESS

ES

145


146

ACCESSES TO ROOFING AND SAFE ROUTESThe term "access" identifies a point, that can be reached via a path allowing the safe transfer of one or more operators, materials and tools to the roofing. Rothoblaas offers a variety of devices that can meet every need of civil and industrial construction sites.

Suitable for installation on ladders, they allowoperators to safely access the roofing.

Walkways that allow creating safety paths suitable for installation on fragile roofs.

They allow operators to hook portable ladders, thus preventing them from slipping and tipping.

Used in industrial applications as they are permanently

fixed and fitted with protective cages.

VERTICAL ANCHOR LINES FOR LADDERS

WALKWAYS

LADDER HOOKS

LADDERS WITH AND WITHOUT CAGES

H1

S

A

H2


147

CUSTOMISED DESIGNOur technical department is at your complete disposal for advice and the design of vertical wall ladders and walkways, according to the specific needs of each site. All rothoblaas solutions for roof access and transit are easy to install and come complete with assembly instructions.

Consisting of modular standard modules with various accessories, it allows safe access to the roofing Designed in accordance with the provisions of Art. 113of Leg. D. 09/04/2008 n. 81 "CONSOLIDATING ACT".

CAGED LADDERS

Fully adaptable, they are designed to make passes on fragile, slippery, and non-walkable roofing safe, or to overcome obstacles.Equipped with regulatory parapet barriers and toe-boards, they allow the transit of non-specialised operators with no need for using appropriate PPE (Personal Protective Equipment).

WALKWAYS

2

1

1

3

3

2

<5° 90°

1

INOX


150

CertificateEN 353-1:2002CNB/P/11.073

Vertical anchor line Stainless steel

VERTICAL I

code description pcs/boxVERTENDS-50 end fastening set with energy absorber 1VERTSZH-50 intermediate support (one every 3 m) 1VERTGLEIT-50 sliding device 1SEIL-30 8-mm Ø rope -VERTTYP-50-IT name plate in ITALIAN (on request, also available in other languages) 1

CODES

SURFACE INCLINATION

APPLICATION

ADAPTABLEPossible installation on

ladders of various lengths to meet every need

SAFESystem complete with

integrated energy absorber

VERTICAL I

<5° 90°

GALV

2

8

2

7

7

9

4

8

3

3

8

1

1

6

6

4

9

5

10

10

11

11

5


151

SIMPLEDevice that can be installed quickly and easily to ensure

operator safety

EASEPractical and functional system,

with an excellent quality/price ratio

CertificateEN 353-1:2002 CNB/P/11.073

Vertical anchor line Zinc-plated steel

VERTICAL II

SURFACE INCLINATION

CODES

code description pcs/boxAS7265 upper terminal support 1AS7266 energy absorber 1AS7267 8-mm Ø cable (custom length) -AS7268 tensioner 1AS7269 lower terminal support 1AS7270 sliding device 1AS7271 intermediate support 1AS7272 connector (one per terminal) 1AS7273 breech 1AS7274 clamp (3 pieces required) 1AS7275 locking set between absorber and cable 1AS7276 identification plate 1

On request availabler for 2 users

VERTICAL II


152

code number of holes Ø holes [mm] pcs/boxAS5200 3 11.5 1

code holes Ø9 [pcs] holes Ø13 [pcs] pcs/boxAS5215 5 4 1

code holes Ø9 [pcs] holes Ø13 [pcs] pcs/boxAS5220 5 4 1

Ladder hook for pitched roofsSTEP I

Ladder hook for wallSTEP II

Ladder hook for flat surfacesSTEP III

LADDER HOOKS

FASTENING SYSTEMS

153

6. FA

STEN

ING S

YSTE

MS A

ND AC

CESS

ORIE

S

155

L

b

D2

A

d1

1000

GALV


156

Countersunk screw Carbon steel with white galvanic zinc coating

HBS


HBS SCREW

TURNED WASHER

code d1 [mm] L [mm] b [mm] A [mm] pcs/boxHBS880

8TX40

80 52 28 100HBS8100 100 52 48 100HBS8120 120 60 60 100HBS8140 140 60 80 100HBS8160 160 80 80 100HBS8180 180 80 100 100HBS8200 200 80 120 100HBS8220 220 80 140 100HBS8240 240 80 160 100HBS8260 260 80 180 100HBS8280 280 80 200 100HBS8300 300 100 200 100HBS8320 320 100 220 100HBS8340 340 100 240 100HBS8360 360 100 260 100HBS8380 380 100 280 100HBS8400 400 100 300 100HBS8440 440 100 340 100HBS8500 500 100 400 100

code D2 [mm] pcs/boxHUS8 25 50

PACKAGINGBox + CE paper + BIT

SPECIAL STEELHighly ductile (moves with

the wood) and high-resistant steel (fy,k = 1000 N/mm2)

HBS

a1 a1a1 a1 a3,t a3,c

a4,t a4,c

a2 a2a2 a2

dk

d2

d1

t1

ds

90°

L

b

s

D1

D2


157

GEOMETRY AND MECHANICAL CHARACTERISTICS

INSTALLATION

HBS SCREW

Nominal diameter d1 [mm] 8Head diameter dk [mm] 14.5Tip diameter d2 [mm] 5.4Shank diameter ds [mm] 5.8Head thickness t1 [mm] 4.5Pre-bored hole diameter dv [mm] 5.0

Characteristic yield moment My,k [Nmm] 20057.5Characteristic extraction-resistance parameter fax,k [N/mm2] 11.7Characteristic head-penetration parameter fhead,k [N/mm2] 10.5Characteristic tensile strength ftens,k [kN] 20.1

TURNED WASHER HUS

Washer HUS8Screw HBS Ø8Internal diameter D1 [mm] 8.5External diameter D2 [mm] 25.0Thickness S [mm] 5.0

NOTES

• The minimum distances are in accordance with the EN 1995:2008 standard, according to ETA-11/0030, considering a mass density of the wood elements equal to ρk ≤ 420 kg/m3.

• In the case of steel-wood joints, the minimum spacings (a1, a2) can be multiplied by a coefficient of 0.7.

MINIMUM DISTANCES FOR SHEAR LOADS

direction of the grain

means of connection

stressed end-90° < α < 90°

discharged end 90° < α < 270°

stressed edge0° < α < 180°

unload edge 180° < α < 360°

SCREWS INSERTED WITH PRE-BORED HOLES

SCREWS INSERTED WITHOUT PRE-BORED HOLES

a1 [mm] 40 96a2 [mm] 24 40a3,t [mm] 96 120a3,c [mm] 56 80a4,t [mm] 24 40a4,c [mm] 24 40

SCREWS INSERTED WITH PRE-BORED HOLES

SCREWS INSERTED WITHOUT PRE-BORED HOLES

a1 [mm] 32 40a2 [mm] 32 40a3,t [mm] 56 80a3,c [mm] 56 80a4,t [mm] 56 80a4,c [mm] 24 40

Angle between strength and grain α = 0° Angle between strength and grain α = 90°

HBS

d1

L

b

A


158

SHEAR TRACTION

GEOMETRY WOOD-WOOD WOOD-WOOD WITH WASHER

THIN STEEL-WOOD PLATE (1)

THICK STEEL-WOOD PLATE (2)

THREAD WITHDRAWAL (3)

HEADPENETRATION (4)

HEAD PENETRATION WITH WASHER (4)

d1 [mm]

L [mm]

b[mm]

A[mm]

RV,k[kN]

RV,k[kN]

RV,k[kN]

RV,k[kN]

Rax,k[kN]

Rhead,k[kN]

Rhead,k[kN]

8

80 52 28 2.57 3.28 3.96 5.06 5.20 2.36 7.01100 52 48 3.25 3.96 3.96 5.06 5.20 2.36 7.01120 60 60 3.25 4.16 4.16 5.26 6.00 2.36 7.01140 60 80 3.25 4.16 4.16 5.26 6.00 2.36 7.01160 80 80 3.25 4.41 4.66 5.76 8.00 2.36 7.01180 80 100 3.25 4.41 4.66 5.76 8.00 2.36 7.01200 80 120 3.25 4.41 4.66 5.76 8.00 2.36 7.01220 80 140 3.25 4.41 4.66 5.76 8.00 2.36 7.01240 80 160 3.25 4.41 4.66 5.76 8.00 2.36 7.01260 80 180 3.25 4.41 4.66 5.76 8.00 2.36 7.01280 80 200 3.25 4.41 4.66 5.76 8.00 2.36 7.01300 100 200 3.25 4.41 5.16 6.26 10.00 2.36 7.01320 100 220 3.25 4.41 5.16 6.26 10.00 2.36 7.01340 100 240 3.25 4.41 5.16 6.26 10.00 2.36 7.01360 100 260 3.25 4.41 5.16 6.26 10.00 2.36 7.01380 100 280 3.25 4.41 5.16 6.26 10.00 2.36 7.01400 100 300 3.25 4.41 5.16 6.26 10.00 2.36 7.01440 100 340 3.25 4.41 5.16 6.26 10.00 2.36 7.01500 100 400 3.25 4.41 5.16 6.26 10.00 2.36 7.01

S PLA

TE ≤

4 mm

S PLA

TE ≥

8 m

m

STATIC VALUES

GENERAL PRINCIPLES

• Characteristic values comply with the EN 1995:2008 standard in accordance with ETA-11/0030.

• Design values are obtained from the following characteristic values: The coefficients y m and kmod should be taken according to the current regulations used for the calculation.

• For the mechanical resistance values and the geometry of the screws, reference was made to ETA-11/0030.

• In the calculations, the density of the wood elements was considered equal to ρk

= 380 kg/m3. Characteristic resistances can also be considered as valid for larger densities, for the purposes of safety.

• Values were calculated considering the threaded part as being completely inserted into the wood.

• Sizing and verification of the wooden elements, panels and steel plates must be done separately.

• The shear characteristic resistances are calculated for screws inserted without pre-bored holes. In the case of screws inserted with pre-bored holes, greater resistance values can be obtained.

• For different calculation methods, the myProject software is available free of charge. (www.rothoblaas.com)

• The characteristic resistances were calculated using solid wood or glulam. In the case of joints with X-Lam elements, the resistance values may be different and should be calculated on the basis of the characteristics of the panel and the connection configuration.

• Full list of codes and technical data available in the "Screws for wood" catalogue (www.rothoblaas.com)

NOTES

(1) The shear characteristic resistances are calculated considering the case of a thin plate (SPLATE ≤ 0.5 d1).(2) The shear characteristic resistances are calculated considering the case of a thick plate (SPLATE ≥ d1).(3) The axial thread-extraction resistance was calculated considering a 90° angle between the grain and the connector and for a fixing length of b.(4) The axial resistance to head penetration was calculated using wood elements. In the case of steel-wood connections, generally the steel tensile strength is binding with respect to head separation or penetration.

Characteristic valuesEN 1995:2008

HBS

Lb

d1

GALV


160

Total thread connector with countersunk headCarbon steel with white galvanic zinc coating

VGS

PACKAGINGBox + CE paper + BIT

COUNTERSUNK HEADCountersunk head for

use on steel plates


VGS SCREW code d1 [mm] L [mm] b [mm] pcs/boxVGS9160

9TX40

160 150 25VGS9200 200 190 25VGS9240 240 230 25VGS9280 280 270 25VGS9320 320 310 25VGS9360 360 350 25

VGS11100

11TX50

100 90 25VGS11150 150 140 25VGS11200 200 190 25VGS11250 250 240 25VGS11300 300 290 25VGS11350 350 340 25VGS11400 400 390 25VGS11450 450 440 25VGS11500 500 490 25VGS11550 550 540 25VGS11600 600 590 25

VGS

VG S

X

X

X

a1 a1a1 a1 a3,t a3,c

a4,t a4,c

a2 a2a2 a2

dk

d2

d1

t1

ds

90°45°

L

L

Tol. SgSg10 10


161

GEOMETRY AND MECHANICAL CHARACTERISTICS

VGS CONNECTOR

Nominal diameter d1 [mm] 9 11Head diameter dk [mm] 16.0 19.3Tip diameter d2 [mm] 5.9 6.6Shank diameter ds [mm] 6.5 7.7Head thickness t1 [mm] 6.5 8.2Pre-bored hole diameter* dv [mm] 5.0 6.0

Characteristic yield moment My,k [Nmm] 27244.1 45905.4Characteristic extraction-resistance parameter fax,k [N/mm2] 11.7 11.7Characteristic tensile strength ftens,k [kN] 25.4 38.0Characteristic yield strength fy,k [N/mm2] 1000 1000

(*) Pre-bored hole required for connectors with Ø11 ≥ 400 mm

INSTALLATIONMINIMUM DISTANCES FOR SHEAR LOADS

b = L - 10 mm represents the entire length of the threaded part.Sg = (L - 10 mm - 10 mm - Tol.) / 2 represents the half-length of the threaded part net of a laying tolerance (Tol.) of 10 mm. The wood-wood extraction, shear and sliding values were calculated placing the centre of gravity of the connector in correspondence with the shear plane and considering an effective thread of Sg.

EFFECTIVE THREAD USED IN CALCULATION

NOTES

• Minimum distances are in accordance with EN 1995:2008 as per ETA-11/0030 considering a volume mass of the wooden elements equal to ρk ≤ 420 kg/m3.

SCREWS INSERTED WITHOUT PRE-BORED HOLES SCREWS INSERTED WITH PRE-BORED HOLES

Angle between strength and grain α = 0° Angle between strength and grain α = 90° Angle between strength and grain α = 0° Angle between strength and grain α = 90°

9 11 9 11 9 11 9 11

a1 [mm] 108 132 45 55 45 55 36 44a2 [mm] 45 55 45 55 27 33 36 44a3,t [mm] 135 165 90 110 108 132 63 77a3,c [mm] 90 110 90 110 63 77 63 77a4,t [mm] 45 55 90 110 27 33 63 77a4,c [mm] 45 55 45 55 27 33 27 33

• In the case of steel-wood joints, the minimum spacings (a1, a2) can be multiplied by a coefficient of 0.7.

VGS

direction of the grain

means of connection

stressed end-90° < α < 90°

discharged end 90° < α < 270°

stressed edge0° < α < 180°

unload edge 180° < α < 360°

d1

L b

Asg

sg

a1,ca1,c a1a1

a2,c

a2,c

a2


162

STATIC VALUES Characteristic valuesEN 1995:2008

GEOMETRY WOOD-WOOD

d1 [mm]

L[mm]

sg[mm]

Amin[mm]

RV,k[kN]

9

160 65 80 5.06200 85 100 5.62240 105 120 6.19280 125 140 6.47320 145 160 6.47360 165 180 6.47

11

100 35 50 4.22150 60 75 6.33200 85 100 7.42250 110 125 8.28300 135 150 9.00350 160 175 9.00400 185 200 9.00450 210 225 9.00500 235 250 9.00550 260 275 9.00600 285 300 9.00

SHEAR

INSTALLATIONMINIMUM DISTANCES FOR AXIAL STRESSES

SCREWS INSERTED WITHOUT PRE-BORED HOLES SCREWS INSERTED WITH PRE-BORED HOLES

Angle between strength and grain α = 0° Angle between strength and grain α = 90°

9 11 9 11

a1 [mm] 45 55 45 55a2 [mm] 45 55 45 55a2,LIM (1) [mm] 23 28 23 28a1,c [mm] 90 110 90 110a2,c [mm] 36 44 27 33

PLAN FRONT

SCREWS INSERTED WITH A 90° ANGLE WITH RESPECT TO THE GRAIN

NOTES

(1) The axial distance a2 can be reduced down to 2.5 · d1 if for each connector a "joint surface" a1 · a2 = 25 · d1

2 is maintained. • The minimum distances for connectors stressed axially are independent

of the insertion angle of the connector and the angle of the force with respect to the grain, in accordance with ETA-11/0030.

VGS

d1

L b A

A

A

sg

sg


163

STATIC VALUES Characteristic valuesEN 1995:2008

GEOMETRY TOTAL THREAD WITHDRAWAL (3) PARTIAL THREAD WITHDRAWAL (3) STEEL TRACTION INSTABILITY

wood wood steel structures steel structures

d1 [mm]

L[mm]

b[mm]

Amin[mm]

Rax,k[kN]

sg[mm]

Amin[mm]

Rax,k[kN]

Rtens,k[kN]

Rki,k[kN]

9

160 150 170 16.87 65 85 7.31

25.40 17.20

200 190 210 21.37 85 105 9.56240 230 250 25.87 105 125 11.81280 270 290 30.36 125 145 14.06320 310 330 34.86 145 165 16.31360 350 370 39.36 165 185 18.56

11

100 90 110 12.37 35 55 4.81

38.00 21.88

150 140 160 19.24 60 80 8.25200 190 210 26.12 85 105 11.68250 240 260 32.99 110 130 15.12300 290 310 39.86 135 155 18.56350 340 360 46.73 160 180 21.99400 390 410 53.61 185 205 25.43450 440 460 60.48 210 230 28.86500 490 510 67.35 235 255 32.30550 540 560 74.22 260 280 35.74600 590 610 81.10 285 305 39.17

TRACTION (1) / COMPRESSION (2)

GENERAL PRINCIPLES

• Characteristic values comply with the EN 1995:2008 standard in accordance with ETA-11/0030.

• Design values are obtained from the following characteristic values: The coefficients y m and kmod should be taken according to the current regulations used for the calculation.

• For the mechanical resistance values and the geometry of the screws, reference was made to ETA-11/0030.

• In the calculations, the density of the wood elements was considered equal to ρk

= 380 kg/m3. Characteristic resistances can also be considered as valid for larger densities, for the purposes of safety.

• Sizing and verification of the wooden elements, panels and steel plates must be done separately.

• The shear characteristic resistances are calculated for screws inserted without pre-bored holes. In the case of screws inserted with pre-bored holes, greater resistance values can be obtained.

• The wood-wood extraction, shear and sliding values were calculated considering the centre of gravity of the connector placed in correspondence with the shear plane.

• The characteristic resistances were calculated using solid wood or glulam. In the case of joints with X-Lam elements, the resistance values may be different and should be calculated on the basis of the characteristics of the panel and the connection configuration.

• Full technical data is available in the "Screws for wood" catalogue (www.rothoblaas.com)

NOTES

(1) The tensile design strength of the connector is the lower between the wood-side design strength (Rax,d) and the steel side design strength (Rtens,d).

(2) The compression design strength of the connector is the lower between the wood-side design strength (Rax,d) and the instability design strength (Rki,d).

(3) The axial resistance of the thread to extraction was calculated considering a 90° angle between the fibres and the connector and for a effective thread length of b or sg. For intermediate sg values it is possible to interpolate linearly.

VGS

d

d

L

L

d1

p

d2

N,ax

N,ax

GALV

GALV


164

Threaded rods, nuts and washers

MET

code rod L [mm] pcs/boxMGS10008 M8 1000 10MGS100010 M10 1000 10MGS100012 M12 1000 10MGS100014 M14 1000 10MGS100016 M16 1000 10

code rod L [mm] pcs/boxMGS10888 M8 1000 1MGS11088 M10 1000 1MGS11288 M12 1000 1MGS11488 M14 1000 1MGS11688 M16 1000 1

Strength grade 4.8 - Hot dip Galvanized carbon steelDIN 975

Strength grade 8.8 - Hot dip Galvanized carbon steelDIN 975

MGS 1000

MGS 1000

Threaded rod

Threaded rod

CHARACTERISTIC VALUES ADMISSIBLE VALUES

strength grade strength grade4.8 8.8 4.8 8.8

rodd1

[mm]

d2[mm]

p[mm]

Aresist[mm2]

Nax,k[kN]

Nax,k[kN]

Nadm[kg]

Nadm[kg]

M8 8.0 6.47 1.25 36.6 13.2 26.4 586 1365M10 10.0 8.16 1.50 58.0 20.9 41.8 928 2163M12 12.0 9.85 1.75 84.3 30.3 60.7 1349 3144M14 14.0 11.55 2.00 115.0 41.4 82.8 1840 4290M16 16.0 13.55 2.00 157.0 56.5 113.0 2512 5856

• Characteristic values according to EN 1993.• Design values can be obtained from characteristic values as follows: Nax,d = Nax,k / γm2

STATIC VALUES - TENSILE STRENGTH

MET

Ch

h

h

Ch

h

d

L

Ch

dINTdEXT

GALV

INOX

INOX

INOX

INOX


165

code rod h [mm] Ch [mm] pcs/boxMUT9348 M8 6.5 13 400MUT93410 M10 8 17 500MUT93412 M12 10 19 500MUT93414 M14 11 22 200MUT93416 M16 13 24 200

* ISO 4032 differs from DIN 934 in diameters M10 and M12 for parameters h and Ch and diameters M10, M12 and M14

* ISO 10511 differs from DIN 934 in diameters M10 and M12 for parameters h and Ch.

code rod h [mm] Ch [mm] pcs/boxMUT9858 M8 8 13 1MUT98510 M10 10 17 1MUT98512 M12 12 19 1MUT98516 M16 16 24 1

A2 stainless steelDIN 985 (ISO 10511*)

Steel grade 8 - Bright zinc platedDIN 934 (ISO 4032*)

MUT 985

MUT 934

Self-blocking nut

Hexagonal nut

code rod L [mm] pcs/boxAI9758 M8 1000 5AI97510 M10 1000 5AI97512 M12 1000 5AI97516 M16 1000 5

code rod h [mm] Ch [mm] pcs/boxAI9348 M8 6.5 13 500AI93410 M10 8 16 200AI93412 M12 10 18 200AI93416 M16 13 24 100

* ISO 4032 differs from DIN 934 in diameters M10 and M12 for parameters h and Ch

A2 stainless steel DIN 975


MGS

AI 934

Threaded rod

Hexagonal nut


AI 9021Washer

code rod dINT [mm] dEXT [mm] s [mm] pz/confAI90218 M8 8.4 24 2 500AI902110 M10 10.5 30 2.5 500AI902112 M12 13 37 3 200AI902116 M16 17 50 3 100

* ISO 9073 differs from DIN 9021 in the surface hardness.

MET

dINT

dINT

dINT

dEXT

dEXT

dEXT

dINTdEXT

GALV

GALV

GALV

GALV


166

code rod dINT [mm] dEXT [mm] s [mm] pcs/boxULS8242 M8 8.4 24 2 200ULS10302 M10 10.5 30 2.5 200ULS13373 M12 13 37 3 200ULS15443 M14 15 44 3 100ULS17503 M16 17 50 3 100

code rod dINT [mm] dEXT [mm] s [mm] pcs/boxULS81616 M8 8.4 16 1.6 1000ULS10202 M10 10.5 20 2 500ULS13242 M12 13 24 2.5 500ULS17303 M16 17 30 3 250

code rod dINT [mm] dEXT [mm] s [mm] pcs/boxULS11343 M10 11 34 3 200ULS13444 M12 13.5 44 4 200ULS17565 M16 17.5 56 5 50

code rod dINT [mm] dEXT [mm] s [mm] pcs/boxULS14586 M12 14 58 6 50ULS18686 M16 18 68 6 50

* ISO 9073 differs from DIN 9021 in the surface hardness.

* ISO 7089 differs from DIN 125 A in the surface hardness.

* ISO 7094 differs from DIN 440 R in the surface hardness.

S235 steel - bright zinc plated DIN 9021 (ISO 9073*)

S235 steel - bright zinc platedDIN 440 R (ISO 7094*)

S235 steel - bright zinc platedDIN 1052

S235 steel - bright zinc platedDIN 125 A (ISO 7089*)

ULS 9021

ULS 440

ULS 1052

ULS 125

Washer

Washer

Washer

Washer

MET

s

dINT

dEXT

N,ax

N,ax N,ax

N > Nax,Max


167

STATIC VALUES WASHERS

CHARACTERISTIC VALUES ADMISSIBLE VALUES

rod standard dINT[mm]

dEXT[mm]

s[mm]

Nax,k[kN]

Nadm[kg]

M10

DIN 125 A 10.5 20.0 2.0 1.84 68DIN 9021 10.5 30.0 2.5 5.02 186DIN 440 R 11 34.0 3.0 6.58 244DIN 1052 - - - - -

M12

DIN 125 A 13.0 24.0 2.5 2.59 96DIN 9021 13.0 37.0 3.0 7.63 283DIN 440 R 13.5 44.0 4.0 11.16 413DIN 1052 14.0 58.0 6.0 20.15 746

M16

DIN 125 A 17.0 30.0 3.0 3.89 144DIN 9021 17.0 50.0 3.0 14.07 521DIN 440 R 17.5 56.0 5.0 18.00 667DIN 1052 18.0 68.0 6.0 27.36 1013

PULL-THROUGH RESISTANCE

CRITICALITY: WASHER PENETRATION INTO TIMBER

NOTES

• Characteristic values according to EN 1995:2008.• Design values can be obtained from characteristic values as follows:

Coeffcients γm and kmod must be taken according to the current Standard adopted for the design.

• For the calculation process a timber density ρk = 380 kg/m3 has been considered.

• The pull-through resistance of a washer is proportional to its contact surface with the timber element.

• Admissible values are obtained according to DIN 1052:1988.

MET

SW

Tinst

tfix

h1 hnom

d0

d1

L

df

GALV

GALV


168

SKR SKSSKR - SKS: screw anchor for concrete

Suitable for uncracked concrete Hexagonal head of increased size

Thread suitable for dry fastening Trivalent chrome Cr3+ coating

code d1 [mm]

L[mm]

tfix [mm]

h1,min [mm]

hnom [mm]

d0 cls[mm]

df wood [mm]

df steel [mm]

SW [mm]

Tinst [Nm] pcs/box

SKR75607.5

60 10 60 50 6 8 8 -10 13 15 50SKR7580 80 30 60 50 6 8 8 -10 13 15 50SKR75100 100 20 90 80 6 8 8 -10 13 15 50

SKR1080

10

80 30 65 50 8 10 10 -12 16 25 50SKR10100 100 20 95 80 8 10 10 -12 16 25 25SKR10120 120 40 95 80 8 10 10 -12 16 25 25SKR10140 140 60 95 80 8 10 10 -12 16 25 25SKR10160 160 80 95 80 8 10 10 -12 16 25 25

SKR12100

12

100 20 100 80 10 12 12 -14 18 50 25SKR12120 120 40 100 80 10 12 12 -14 18 50 25SKR12140 140 60 100 80 10 12 12 -14 18 50 25SKR12160 160 80 100 80 10 12 12 -14 18 50 25SKR12200 200 120 100 80 10 12 12 -14 18 50 25SKR12240 240 160 100 80 10 12 12-14 18 50 25SKR12280 280 200 100 80 10 12 12 -14 18 50 25SKR12320 320 240 100 80 10 12 12 -14 18 50 25SKR12400 400 320 100 80 10 12 12 -14 18 50 25

code d1 [mm]

L[mm]

tfix [mm]

h1,min [mm]

hnom [mm]

d0 cls[mm]

df wood [mm]

df steel [mm]

TX [mm]

Tinst [Nm] pcs/box

SKS7560

7.5

60 10 60 50 6 8 - TX40 - 50SKS7580 80 30 60 50 6 8 - TX40 - 50SKS75100 100 20 90 80 6 8 - TX40 - 50SKS75120 120 40 90 80 6 8 - TX40 - 50SKS75140 140 60 90 80 6 8 - TX40 - 50SKS75160 160 80 90 80 6 8 - TX40 - 50

SKRhexagonal head

SKS countersunk head

d1 = anchor diameterL = anchor lengthtfix = maximum fixing thicknessh1 = minimum hole depthhnom = nominal anchoring depth

d0 = hole diameter in the concrete supportdf = maximum hole diameter in the element to be fastenedSW = wrench sizeTinst = tightening torque

Electrogalvanized carbon steel Through fastenerNo fastener expansion

SKR - SKS

Tinst

1 2 3 4 5

GALV

GALV


169

SKR - SKS CE: screw anchor for concrete CE1

Electrogalvanized carbon steel Through fastenerNo fastener expansion

code d1 [mm]

L[mm]

tfix [mm]

h1,min [mm]

hnom [mm]

d0 cls[mm]

df wood [mm]

df steel [mm]

SW [mm]

Tinst [Nm] pcs/box

SKR8100CE 8 100 40 75 60 6 9 9 10 20 50

SKR1080CE10

80 10 85 70 8 12 12 13 50 50SKR10100CE 100 30 85 70 8 12 12 13 50 25SKR10120CE 120 50 85 70 8 12 12 13 50 25

SKR12110CE12

110 30 100 80 10 14 14 15 80 25SKR12150CE 150 70 100 80 10 14 14 15 80 25SKR12210CE 210 130 100 80 10 14 14 15 80 20

SKR16130CE 16 130 20 140 110 14 18 18 21 160 10

code d1 [mm]

L[mm]

tfix [mm]

h1,min [mm]

hnom [mm]

d0 cls[mm]

df wood [mm]

df steel [mm]

TX [mm]

Tinst [Nm] pcs/box

SKS75100CE 8 100 40 75 60 6 9 - TX30 20 50

SKR CEhexagonal head with mock washer

SKS CEcountersunk flat head

ASSEMBLY

CE option 1Certified use for cracked and uncracked concrete from C20/25 to C50/60 grading

C2 seismic performance category (M8-M16)

Fire resistance R120Self-locking knurling under head (SKR CE)

SKR - SKS

hmin

c

c

s

s


170

SKR - SKS: screw anchor for concrete

Valid for a single anchor in C20/25 grade concrete when spacing and edge-distance are not limiting parameters.

For spacing and distances smaller than the critical ones, the strength values should be reduced depending on the installation parameters.

UNCRACKED CONCRETE

TENSION SHEAR (1) HEAD PENETRATION

N1,rec[kN]

Vrec[kN]

N2,rec[kN]

SKR7.5 2.13 2.50 1.19 (2)

10 6.64 6.65 1.86 (2)

12 8.40 8.18 2.83 (2)

SKS 7.5 2.13 2.50 0.72

ADMISSIBLE VALUES (recommended)

SKR SKS

Spacing and distances for tensile loads 7.5 10 12 7.5

Minimum spacing smin,N [mm] 50 60 65 50Minimum edge distance cmin,N [mm] 50 60 65 50Minimum thickness support on concrete hmin [mm] 100 110 130 100Critical spacing scr,N [mm] 100 150 180 100Critical edge-distance ccr,N [mm] 50 70 80 50

Spacing and distances for shear loads 7.5 10 12 7.5

Minimum spacing smin,V [mm] 50 60 70 50Minimum edge distance cmin,V [mm] 50 60 70 50Minimum thickness of the concrete support hmin [mm] 100 110 130 100Critical spacing scr,V [mm] 140 200 240 140Critical edge-distance ccr,V [mm] 70 110 130 70

INSTALLATION

STATIC VALUES

GENERAL PRINCIPLES NOTES

SKR - SKS

• Shear and tensile admissible values (recommended) are according to the Certificate Nr. 2006/5205/1 released from Politecnico di Milano and obtained by considering a safety factor of 4 for the failure load.

(1) When evaluating the anchor global-strength, the shear strength on the element to be fastened (e.g. timber, concrete, ..) must be considered separately based on the material adopted.(2) All values refer to SKR installed with DIN 9021 (ISO 9073) washer.

hmin

c

c

s

s


171

INSTALLATION

STATIC VALUES

SKR - SKS CE: screw anchor for concrete CE1

UNCRACKED CONCRETE

TENSION (1) SHEAR (2)

NRk,p[kN] γMp

VRk,s[kN] γMs

SKR CE

8 16 2.1 9.4

1.510 20 1.8 20.112 25 2.1 32.416 40 2.1 56.9

SKS CE 8 16 2.1 9.4 1.5

CRACKED CONCRETE


NRk,p[kN] γMp

VRk,s[kN] γMs

SKR CE

8 4 2.1 9.4

1.510 7.5 1.8 20.112 9 2.1 32.416 16 2.1 56.9

SKS CE 8 4 2.1 9.4 1.5

UNCRACKED CONCRETE

TENSION SHEAR

Nrec[kN]

Vrec[kN]

SKR CE

8 5.4 4.510 7.9 9.612 8.5 15.416 13.6 27.1

SKS CE 8 5.4 4.5

CRACKED CONCRETE

TENSION SHEAR

Nrec[kN]

Vrec[kN]

SKR CE

8 1.4 4.510 3.0 9.612 3.1 15.416 5.4 27.1

SKS CE 8 1.4 4.5

CHARACTERISTIC VALUES

Increment factor for NRk,p

ψc

C30/37 1.22C40/50 1.41C50/60 1.55

GENERAL PRINCIPLES

NOTES

• Characteristic values according to ETA and in accordance with the design method A (ETAG001).

• Design values can be obtained from characteristic values as follows:

Coefficients γm are listed in the table and are in accordance with the product certificates.• Admissible values (recommended) are evaluated based on the characteristic

values by applying the material safety factors γm according to ETA and a further partial factor for external actions γf = 1,4.

(1) Pull-out failure mode.(2) Steel failure mode.(3) Concrete cone failure mode.(4) Splitting failure mode.


Spacing and critical distances 8 10 12 16 8

Critical spacing scr,N (3) [mm] 144 168 192 255 144scr,sp (4) [mm] 160 175 195 255 160

Critical edge distance ccr,N (3) [mm] 72 84 96 128 72ccr,sp (4) [mm] 80 85 95 130 80

SKR CE SKS CE

Spacing and minimum distances 8 10 12 16 8

Minimum spacingsmin [mm] 45 50 60 80 45

for c ≥ [mm] 45 50 60 80 45

Minimum edge distancecmin [mm] 45 50 60 80 45

for s ≥ [mm] 45 50 60 80 45Minimum thickness of the concrete support hmin [mm] 100 110 130 170 100

• For the calculation of anchors with reduced spacing, or too close to the edge, please refer to ETA. Similarly, in case of fastening on concrete-supports with a better-grade or limited thickness please see ETA.

SKR - SKS

For spacing and distances smaller than the critical ones, strength values will be reduced depending on the installation parameters.

Valid for a single anchor in C20/25 grade concrete when spacing and edge-distance are not limiting parameters.

SW

Tinst

tfix

h1hef

d0

d

Lt

df

90°

1 2 3 4 5

Tinst

GALV

ABS


172

ABS

code d0 [mm]

Lt [mm]

dscrew[mm]

tfix [mm]

h1,min [mm]

hef [mm]

df [mm]

SW [mm]

Tinst [Nm] pcs/box

FE21035610

70M6

5 80 55 12 10 15 50FE210361 100 35 80 55 12 10 15 50

FE21036612

100M8

30 90 60 14 13 30 50FE210371 120 50 90 60 14 13 30 25

FE21037616

120M10

40 100 70 18 17 50 25FE210381 140 60 100 70 18 17 50 25

Heavy-duty expansion anchor with clamp CE1

ASSEMBLY

ABS

CE option 1Certified use for cracked and uncracked concrete from C20/25 up to C50/60 gradingC1 seismic performance category

Suitable for dense materialsFire resistance R1208.8 grade screw with hexagonal head and washer

Electrogalvanized carbon steelThrough fasteningTorque-controlled expansion

d0 = anchor diameter = hole diameter in the concrete supportd = screw diameterLt = anchor lengthtfix = maximum fixing thickness

h1 = minimum hole depthhef = effective anchor depthdf = maximum hole diameter in the element to be fastenedSW = wrench size Tinst = tightening torque

hmin

c

c

s

s


173

INSTALLATION

UNCRACKED CONCRETE


NRk,p[kN] γMp

VRk,s[kN] γMs

10 / M6 16.01.5

16.01.4512 / M8 16.0 25.0

16 / M10 20.0 43.0

UNCRACKED CONCRETE

TENSION SHEAR

Nrec[kN]

Vrec[kN]

10 / M6 7.6 7.912 / M8 7.6 12.316 / M10 9.5 21.2

CRACKED CONCRETE

TENSION SHEAR

Nrec[kN]

Vrec[kN]

10 / M6 2.4 7.012 / M8 2.9 12.316 / M10 7.6 20.1

CRACKED CONCRETE

TENSION (1) SHEAR

NRk,p[kN] γMp

VRk,s / Rk,cp[kN] γMs,Mc

10 / M6 51.5

14.7 (3) 1.512 / M8 6 25.0 (2) 1.4516 / M10 16 42.2 (3) 1.5


incremental factor for NRk,p

ψc

C30/37 1.22C40/50 1.41C50/60 1.55


(1) Pull-out failure mode.(2) Steel failure mode (VRk,s ).(3) Pry-out failure mode (VRk,cp )(4) Concrete cone failure mode.(5) Splitting failure mode.


Spacing and minimum distance 10 / M6 12 / M8 16 / M10

Minimum spacingsmin [mm] 55 110 80

for c ≥ [mm] 110 145 120

Minimum edge distancecmin [mm] 70 100 90

for s ≥ [mm] 110 160 175Minimum thickness of the concrete support hmin [mm] 110 120 140

Spacing and critical distance 10 / M6 12 / M8 16 / M10

Critical spacing scr,N (4) [mm] 165 180 210scr,sp (5) [mm] 220 320 240

Critical edge distance ccr,N (4) [mm] 85 90 105ccr,sp (5) [mm] 110 160 120

STATIC VALUESValid for a single anchor in C20/25 grade concrete when spacing and edge-distance are not limiting parameters.

ABS




Coefficients γm are listed in the table in and are accordance with the product certificates.• Admissible values (recommended) are evaluated based on the characteristic

values applying the material safety factors γm according to ETA and a further partial factor for actions γf = 1,4.


SW

Tinst

tfix

h1hef

d0

df

Lt

d

f

90°

1 2 3 4 5

Tinst

GALV

INOX

COMING SOON


174

AB1

code d = d0 [mm]

Lt [mm]

tfix [mm]

f [mm]

h1,min [mm]

hef [mm]

df [mm]

SW [mm]

Tinst [Nm] pcs/box

FE210405M8

72 10 32 60 45 9 13 20 100FE210410 92 30 52 60 45 9 13 20 50FE210415 112 50 72 60 45 12 17 20 50

FE210475M10

112 30 67 75 60 12 17 35 25FE210476 132 50 87 75 60 12 17 35 25

FE210440

M12

103 5 53 90 70 14 19 50 25FE210480 118 20 68 90 70 14 19 50 25FE210445 148 50 98 90 70 14 19 50 25FE210490 178 80 115 90 70 14 19 50 25

FE210493 M16 138 20 80 110 85 18 24 120 10

code d = d0 [mm]

Lt [mm]

tfix [mm]

f [mm]

h1,min [mm]

hef [mm]

df [mm]

SW [mm]

Tinst [Nm] pcs/box

AI8095A4M8

92 30 52 60 45 9 13 20 50AI80112A4 112 50 72 60 45 9 13 20 50

AI1095A4M10

92 10 47 75 60 12 17 35 50AI10132A4 132 50 87 75 60 12 17 35 25

AI12110A4M12

118 20 68 90 70 14 19 70 20AI12163A4 163 65 113 90 70 14 19 70 20

AI16123A4 M16 123 5 65 110 85 18 24 120 10

Heavy-duty expansion anchor CE1

AB1 electrogalvanized carbon steel

AB1 A4 stainless steel

ASSEMBLY

AB1

CE option 1Certified use for cracked and uncracked concrete from C20/25 up to C50/60 grading

Suitable for dense materialsFire resistance R120Complete with nut and washer

Electrogalvanized carbon steel and stainless steelThrough fasteningTorque-controlled expansion

d = screw diameterd0 = anchor diameter = hole diameter in the concrete supportLt = anchor lengthtfix = maximum fixing thicknessf = thread length

h1 = minimum hole depthhef = effective anchor depthdf = maximum hole diameter in the element to be fastenedSW = wrench sizeTinst = tightening torque

hmin

c

c

s

s


175

UNCRACKED CONCRETE


NRk,p γMp

VRk,s[kN] γMs

[kN] AB1 zinc-plated AB1 A4M8 9

1.810 11

1.5M10 16 18 17M12 20 23 25M16 35 1.5 44 47

UNCRACKED CONCRETE

TENSION SHEAR

Nrec Vrec[kN]

[kN] AB1 zinc-plated AB1 A4M8 3.6 4.8 5.2M10 6.3 8.6 8.1M12 7.9 11.0 11.9M16 16.7 21.0 22.4

CRACKED CONCRETE

TENSION SHEAR

Nrec Vrec[kN]

[kN] AB1 zinc-plated AB1 A4M8 2.0 4.8 5.2M10 3.6 8.6 8.1M12 4.8 11.0 11.9M16 9.5 21.0 22.4

CRACKED CONCRETE


NRk,p γMp

VRk,s[kN] γMs

[kN] AB1 zinc-plated AB1 A4M8 5

1.810 11

1.5M10 9 18 17M12 12 23 25M16 20 1.5 44 47


increment factor for NRk,p

ψc

C25/30 1.04C30/37 1.10C40/50 1.20C50/60 1.28




Coefficients γm are listed in the table in accordance with the product certificates.• Admissible values (recommended) are evaluated based on the characteristic



(1) Pull-out failure mode.(2) Steel failure mode.(3) Concrete cone failure mode.(4) Splitting failure mode.


Spacing and minimum distances M8 M10 M12 M16

Minimum spacingsmin [mm] 50 55 60 70

for c ≥ [mm] 50 80 90 120

Minimum edge distancecmin [mm] 50 50 55 85

for s ≥ [mm] 50 100 145 150Minimum thickness of the concrete support hmin [mm] 100 120 140 170

Spacing and critical distances M8 M10 M12 M16

Critical spacing scr,N (3) [mm] 135 180 210 255scr,sp (4) [mm] 180 240 280 340

Critical edge distance ccr,N (3) [mm] 68 90 105 128ccr,sp (4) [mm] 90 120 140 170


INSTALLATION


AB1

SW

Tinst

tfix

h1hef

d0

df

Lt

d

f

90°

1 2 3 4 5

Tinst

GALV

GALV


176

AB7

code d = d0 [mm]

Lt [mm]

tfix [mm]

f [mm]

h1,min [mm]

hef [mm]

df [mm]

SW [mm]

Tinst [Nm] pcs/box

FE210730 10 70 3 29 60 42 12 17 35 50

FE21073512

100 23 48 70 50 14 19 60 50FE210740 120 28 / 43* 68 85 / 70* 65 / 50* 14 19 60 20

FE21074516

145 23 80 110 84 18 24 120 15FE210750 220 98 155 110 84 18 24 120 10

code d = d0 [mm]

Lt [mm]

tfix [mm]

f [mm]

h1,min [mm]

hef [mm]

df [mm]

SW [mm]

Tinst [Nm] pcs/box

FE21050016

300 185 120 120 75.8 18 24 100 5FE210495 400 245 120 120 75.8 18 24 100 5

Heavy-duty expansion anchor CE7

AB7 STANDARD

AB7 EXTRALONG

ASSEMBLY

Dual type of insertion: standard/reduced depth

AB7

CE option 7Certified use for cracked and uncracked concrete from C20/25 up to C50/60 gradingSuitable for dense materials

Complete with nut and washerLong threadA2 stainless steel expansion nut (AB7 extra-long)

Electrogalvanized carbon steelThrough fasteningTorque-controlled expansion

d = screw diameterd0 = anchor diameter = hole diameter in the concrete supportLt = anchor lengthtfix = maximum fixing thicknessf = thread length

h1 = minimum hole depthhef = effective anchor depthdf = maximum hole diameter in the element to be fastenedSW = wrench sizeTinst = tightening torque

hmin

c

c

s

s


177



Coefficients γm are listed in the table in accordance with the product certificates.• Admissible values (recommended) are evaluateed based on the characteristic



UNCRACKED CONCRETE


NRk,pkN γMp

VRk,s / VRk,cp[kN] γMs,Mc

AB7 STANDARD

M10 12.0 1.5 13.7 1.5M12x100 16.0 1.5 17.8 1.5M12x120 (3) 25.0 / 16.0 1.8 / 1.5 20.6 / 17.8 1.25 / 1.5M16 35.0 1.8 38.3 1.25

AB7 EXTRALONG M16 25.0 1.8 13.5 1.25

UNCRACKED CONCRETE

TENSION SHEAR

Nrec[kN]

Vrec[kN]

AB7 STANDARD

M10 5.7 6.5M12x100 7.6 8.5M12x120 (3) 9.9 / 7.6 11.8 / 8.5M16 13.9 21.9

AB7 EXTRALONG M16 9.9 7.7


increment factor for NRk,p

ψc

C30/37 1.22C40/50 1.41C50/60 1.55



AB7 STANDARD AB7 EXTRALONG

Spacing and minimum distances M10 M12x100 M12x120 (3) M16 M16

Minimum spacing smin [mm] 70 85 85 110 96Minimum edge distance cmin [mm] 70 85 85 110 128Minimum thickness of the concrete support hmin [mm] 100 100 130 / 100 168 200

Spacing and minimum distances M10 M12x100 M12x120 (3) M16 M16

Critical spacing scr,N (4) [mm] 126 150 195 / 150 252 270scr,sp (5) [mm] 168 200 260 / 200 336 270

Critical edge distance ccr,N (4) [mm] 63 75 98 / 75 126 135ccr,sp (5) [mm] 84 100 130 / 100 168 135

For spacing and distances smaller than the critical ones, strength values have to be reduced depending on the installation parameters.

INSTALLATION


AB7

(1) Pull-out failure mode.(2) Variable failure mode (steel failure or pry-out failure)(3) Values provided in the table refer to the two possible anchoring depths (standard/reduced) (4) Concrete cone failure mode.(5) Splitting failure mode.

SW

Tinst

tfix

h1

d0

Lt

f

d

df

GALV


178

Heavy-duty expansion anchorABU

code d = d0 [mm]

Lt [mm]

tfix[mm]

f[mm]

h1,min [mm]

df [mm]

SW [mm]

Tinst [Nm] pcs/box

FE2105058

95 40 55 40 9 13 20 50FE210510 115 60 70 40 9 13 20 50

FE21051510

90 30 50 50 12 17 60 50FE210520 100 40 60 50 12 17 60 50FE210525 120 60 70 50 12 17 60 25

FE21053012

95 5 55 65 14 19 100 25FE210535 110 30 70 65 14 19 100 25FE210540 160 80 110 65 14 19 100 25

FE210541 14 130 30 80 90 16 22 70 15

FE21054516

125 20 75 85 18 24 140 15FE210550 145 40 95 85 18 24 140 15

ABU

Complete with nut and washerLong threadElectrogalvanized carbon steel

Through fastening Torque-controlled expansionSuitable for dense materials

d = screw diameter d0 = anchor diameter = hole diameter in the concrete supportLt = anchor lengthtfix = maximum fixing thickness

f = thread lengthh1 = minimum hole-depthdf = maximum hole diameter in the element to be fastenedSW = wrench sizeTinst = tightening torque

1

1

2

2

3

3

4

4

5

5

6

6

Tinst

Tinst

hef

GALV

INA


179

5.8 steel-grade threaded-rod for chemical anchors

Mesh bush for hollow materials

INA

IHP - IHM

code d[mm]

Lt[mm]

d0[mm]

df[mm] pcs/box

FE210100 M8 110 10 ≤ 9 10

FE210105M10

110 12 ≤ 12 10FE210110 130 12 ≤ 13 10

FE210115M12

130 14 ≤ 14 10FE210119 180 14 ≤ 15 10

FE210116M16

160 18 ≤ 18 10FE210118 190 18 ≤ 18 10FE210121 230 18 ≤ 18 10

code d0[mm]

L[mm]

bar[mm]

d0[mm] pcs/box

FE210120 16 85 M10 (M8) 16 10FE210125 16 130 M10 (M8) 16 10FE210130 20 85 M12 / M16 20 10

code d0[mm]

L[mm]

bar[mm]

d0[mm] pcs/box

FE210230 12 1000 M8 12 10FE210235 16 1000 M8 / M10 16 10FE210240 22 1000 M12 / M16 22 5

IHP - PLASTIC MESH

IMH - METAL MESH

Complete with nut (ISO4032) and washer (ISO7089)5.8 grade galvanized steel

ASSEMBLY

ASSEMBLY

d0 = hole diameter in the support / df = hole diameter in the element to be fastened

INA - IHP - IHM

Through fastening Torque-controlled expansionSuitable for dense materials

According toLEED® IEQ 4.1

LEED®

1 2 3 4 5 6

Tinst

hef

+20 °C45 min

VINYLPRO


180

code format [ml] pcs/boxFE400055 410 1FE400056 300 1

ASSEMBLY

VINYLPROTwo-component vinyl ester chemical anchor CE Option 1 - C1 seismic performance category

ADDITIONAL PRODUCTS - ACCESSORIES

code description format [ml] pcs/box

MAM400 gun for cartridges 410 1

FLY401 gun for cartridges 300 1

STING nozzle - 12

PONY blowing pump - 1

Expiry from date of manufacturing: 18 months for 410 ml / 12 months for 300 ml.

VINYLPRO

Fire resistance R120 Comply with LEED ®, IEQ Credit 4.1A+ Class: emission of volatile organic compounds (VOC) in lived environments

Dry, wet and soaked concrete hole Certified for use in contact with potable waterNo stress in the supportWithout styrene - odorless

CE option 1Certified use for cracked and uncracked concrete, solid and hollow brick masonry (category of use a,b,c)

C1 seismic performance category (M12-M16)

tfix

h1hef

hmin

d0

d

L

df

Tinst

hmin

c

c

s

s


181

INSTALLATION GEOMETRY – THREADED RODS (TYPE INA O MGS)

INSTALLATION TIME AND TEMPERATURE

INSTALLATION

support temperature cartridge temperature workability time curing time before loadingdry support wet support

- 10 ÷ - 4 °C ≥ + 15 °C 90 min 24 h 48 h- 5 ÷ - 1 °C ≥ + 5 °C 90 min 14 h 24 h

0 ÷ 4 °C ≥ + 5 °C 45 min 7 h 14 h5 ÷ 9 °C ≥ + 5 °C 25 min 2 h 4 h

10 ÷ 19 °C ≥ + 5 °C 15 min 80 min 160 min20 ÷ 29 °C ≥ + 5 °C 6 min 45 min 90 min30 ÷ 34 °C ≥ + 5 °C 4 min 25 min 50 min35 ÷ 39 °C ≥ + 5 °C 2 min 20 min 40 min

40 °C ≥ + 5 °C 1.5 min 15 min 30 min

d [mm] M8 M10 M12 M16

d0 [mm] 10 12 14 18hef,min [mm] 64 80 96 128hef,max [mm] 144 180 216 288df [mm] 9 12 14 18Tinst [Nm] 10 20 40 80

M8 M10 M12 M16

Minimum spacing smin [mm] 40 50 60 80Minimum edge distance cmin [mm] 40 50 60 80Minimum thickness of the concrete support hmin [mm] hef + 30 ≥ 100 mm hef + 2 d0

For spacing and distance smaller than the critical ones, strength values have to be reduced according to the installation parameters.

VINYLPRO

d = anchor diameter d0 = hole diameter in concrete supporthef = effective anchorage depthdf = maximum hole diameter on the element to fasten

Tinst = tightening torqueL = anchor lengthtfix = maximum fixing thicknessh1 = minimum hole depth


182

STATIC CHARACTERISTIC VALUESValid for a single threaded rod (type INA o MGS) in C20/25 grade concrete when spacing and edge-distance are not limiting parameters.

UNCRACKED CONCRETE (1)

CRACKED CONCRETE (1)

bar hef,min[mm]

NRk,p (2) [kN] hef,max

[mm] NRk,s / Rk,p

(3) [kN]

5.8 steel γMp 8.8 steel γMp 5.8 steel γMs 8.8 steel γM

M8 64 13.7 1.5 13.7 1.5 144 18.0

1.5

29.0γMs = 1.5M10 80 25.1

1.825.1

1.8180 29.0 46.0

M12 96 36.2 36.2 216 42.0 67.0M16 128 64.3 64.3 288 78.0 144.8 γMp = 1.8

bar hef,min[mm]


[mm]NRk,p

(2) [kN]

5.8 steel γMp 8.8 steel γMp 5.8 steel γMp 8.8 steel γMp

M12 96 16.31.8

16.31.8

216 36.61.8

36.61.8M16 128 29.0 29.0 288 65.1 65.1

bar hef,min[mm]

Vrec [kN] hef,max

[mm]VRk,s

(4) [kN]

5.8 steel γMs 8.8 steel γMc 5.8 steel γMs 8.8 steel γMs

M12 96 21.01.25 (4) 31.9

1.5 (6) 216 21.01.25

34.01.25M16 128 39.0 57.9 288 39.0 63.0

bar hef[mm]

VRk,s (4) [kN]

5.8 steel γMs 8.8 steel γMs

M8 ≥ 64 9.0

1.25

15.0

1.25M10 ≥ 80 15.0 23.0M12 ≥ 96 21.0 34.0M16 ≥ 128 39.0 63.0

increment factor for NRk,p (5)

ψc

C25/30 1.02C30/37 1.04C40/50 1.08C50/60 1.10

TENSION

TENSION

SHEAR

SHEAR

VINYLPRO


183

STATIC ADMISSIBLE VALUES

bar hef,min[mm]

Vrec [kN] hef,max[mm]

Vrec [kN]

5.8 steel 8.8 steel 5.8 steel 8.8 steelM8 64 6.5 6.5 144 8.6 13.8M10 80 10.0 10.0 180 13.8 21.9M12 96 14.4 14.4 216 20.0 31.9M16 128 25.5 25.5 288 37.1 57.5

bar hef,min[mm]

Vrec [kN]

5.8 steel 8.8 steelM8 ≥ 64 5.1 8.6M10 ≥ 80 8.6 13.1M12 ≥ 96 12.0 19.4M16 ≥ 128 22.3 36.0


TENSION

SHEAR

UNCRACKED CONCRETE

VINYLPRO

• Characteristic values according to ETA and in accordance with the design method contained in TR029 o CEN/TS 1992-4:2009.


Coefficients γm are listed in the table in accordance with the product certificates.• Admissible values (recommended) are evaluated from the characteristic values

by applying the material safety factors γm according to ETA and a further partial factor for external actions γf = 1,4.

• For the design of anchors subjected to seismic loading refer to ETA and to ETAG 001 (Annex E and TR045).


(1) For the calculation of anchors in masonry or in case of high bond bars, please see ETA document.(2) Pull-out and concrete cone failure.(3) Steel failure for 5.8 grade rods and variable failure mode (steel failure / pull-out) for 8.8 grade rods(4) Steel failure.(5) Tensile-strength increment factor (excluding steel failure) for both cracked and uncracked concrete.(6) Pull-out failure mode.


LEED®

1 2 3 4 5 6

Tinst

hef

+20 °C10 h

EPOPLUS


184

ASSEMBLY

EPOPLUSHigh-performance epoxy chemical anchor CE Option 1 - C2 Seismic performance category

ADDITIONAL PRODUCTS - ACCESSORIES

code description format [ml] pcs/box

MAMDB gun for double cartridge 385 1

STING nozzle - 12

PONY blowing pump - 1

code format [ml] pcs/boxFE400070 385 1

Expiry from date of manufacturing: 24 months

EPOPLUS

Fire resistance R120 Comply with LEED ®, IEQ Credit 4.1A+ Class: emission of volatile organic compounds (VOC) in lived environments

Dry, wet and soaked concrete hole Anchoring in cored holesCertified for use in contact with potable water Dielectric fastening

CE option 1Certified use for cracked and uncracked concreteC2 Seismic performance category (M12-M16)

C1 Seismic performance category (M12-M30)

tfix

h1hef

hmin

d0

d

L

df

Tinst

hmin

c

c

s

s


185

INSTALLATION GEOMETRY – THREADED RODS (TYPE INA O MGS)

INSTALLATION TIME AND TEMPERATURE

INSTALLATION

support temperature workability time curing time before loadingdry support wet support

5 ÷ 9 °C 120 min 50 h 4 h10 ÷ 19 °C 90 min 30 h 160 min20 ÷ 29 °C 30 min 10 h 90 min35 ÷ 39 °C 20 min 6 h 40 min

40 °C 12 min 4 h 30 min

d [mm] M8 M10 M12 M16 M20 M24 M27

d0 [mm] 10 12 14 18 24 28 32hef,min [mm] 64 80 96 128 160 192 216hef,max [mm] 96 120 144 192 240 288 324df [mm] 9 12 14 18 22 26 30Tinst [Nm] 10 20 40 80 120 160 180

M8 M10 M12 M16 M20 M24 M27

Minimum spacing smin [mm] 40 50 60 80 100 120 135Minimum edge distance cmin [mm] 40 50 60 80 100 120 135Minimum thickness of concrete support hmin [mm] hef + 30 ≥ 100 mm hef + 2 d0

Cartridge storage temperature + 5 ÷ + 25 °C

For spacing and distance smaller than the critical ones, strength values have to be reduced according to the installation parameters.

EPOPLUS

d = anchor diameter d0 = hole diameter in the concrete supporthef = effective anchor depthdf = maximum hole diameter in the element to be fastened

Tinst = tightening torqueL = anchor lengthtfix = maximum fixing thickness h1 = minimum hole depth


186

STATIC CHARACTERISTIC VALUESValid for a single threaded rod (type INA o MGS) in C20/25 grade concrete when spacing and edge-distance are not limiting parameters.

UNCRACKED CONCRETE (1)

bar hef,min[mm]


[mm] NRk,s / Rk,p

(3) [kN]

steel 5.8 γMp steel 8.8 γMp steel 5.8 γM steel 8.8 γMp

M8 64 20.9

1.8

20.91.8

96 18.0

γMs = 1.5

31.4

1.8M10 80 32.7 32.7 120 29.0 49.0M12 96 43.4 43.4 144 42.0 65.1M16 128 73.1 73.1 1.8 192 78.0 115.8M20 160 102.2

2.1102.2

2.1240 165.9

γMp = 2.1165.9

2.1M24 192 134.4 134.4 288 217.1 217.1M27 216 160.3 160.3 324 274.8 274.8

bar hef,min[mm]


[mm]NRk,p

(2) [kN]

steel 5.8 γMp steel 8.8 γMp steel 5.8 γMp steel 8.8 γMp

M12 96 23.51.8

23.51.8

144 35.31.8

35.31.8M16 128 35.4 35.4 192 53.1 53.1

M20 160 50.32.1

50.32.1

240 75.42.1

75.42.1M24 192 65.1 65.1 288 97.7 97.7

M27 216 82.4 82.4 324 123.7 123.7

bar hef,min[mm]

Vrec [kN] hef,max

[mm]VRk,s

(4) [kN]

steel 5.8 γMs steel 8.8 γM steel 5.8 γMs steel 8.8 γMs

M12 96 21.0

1.25 (4)

34.0 γMs = 1.25 144 21.0

1.25

34.0

1.25M16 128 39.0 70.8

γMs = 1.5

192 39.0 63.0M20 160 61.0 100.5 240 61.0 98.0M24 192 88.0 130.3 288 88.0 141.0M27 216 115.0 164.9 324 115.0 184.0

bar hef[mm]

VRk,s (4) [kN]

steel 5.8 γMs steel 8.8 γMs

M8 ≥ 64 9.0

1.25

15.0

1.25

M10 ≥ 80 15.0 23.0M12 ≥ 96 21.0 34.0M16 ≥ 128 39.0 63.0M20 ≥ 160 61.0 98.0M24 ≥ 192 88.0 141.0M27 ≥ 216 115.0 184.0

increment factor for NRk,p (5)

ψc

C25/30 1.02C30/37 1.04C40/50 1.08C50/60 1.10

TENSION

TENSION

SHEAR

SHEAR

CRACKED CONCRETE (1)

EPOPLUS


187

PERMISSIBLE STATIC VALUES

bar hef,min[mm]


Vrec [kN]

5.8 steel 8.8 steel 5.8 steel 8.8 steelM8 64 8.3 8.3 96 8.6 12.4M10 80 13.0 13.0 120 13.8 19.4M12 96 17.2 17.2 144 20.0 25.9M16 128 29.0 29.0 192 37.1 46.0M20 160 34.8 34.8 240 56.4 56.4M24 192 45.7 45.7 288 73.9 73.9M27 216 54.5 54.5 324 93.5 93.5

bar hef,min[mm]


Vrec [kN]

5.8 steel 8.8 steel 5.8 steel 8.8 steelM12 96 9.3 9.3 144 14.0 14.0M16 128 14.0 14.0 192 21.1 21.1M20 160 17.1 17.1 240 25.6 25.6M24 192 22.2 22.2 288 33.2 33.2M27 216 28.0 28.0 324 42.1 42.1

bar hef,min[mm]


Vrec [kN]

5.8 steel 8.8 steel 5.8 steel 8.8 steelM12 96 12.0 19.4 144 12.0 19.4M16 128 22.3 33.7 192 22.3 36.0M20 160 34.9 47.9 240 34.9 56.0M24 192 50.3 62.0 288 50.3 80.6M27 216 65.7 78.5 324 65.7 105.1

bar hef,min[mm]

Vrec [kN]

5.8 steel 8.8 steelM8 ≥ 64 5.1 8.6M10 ≥ 80 8.6 13.1M12 ≥ 96 12.0 19.4M16 ≥ 128 22.3 36.0M20 ≥ 160 34.9 56.0M24 ≥ 192 50.3 80.6M27 ≥ 216 65.7 105.1


TENSION

TENSION

SHEAR

SHEAR

UNCRACKED CONCRETE

CRACKED CONCRETE

EPOPLUS

• Characteristic values according to ETA and in accordance with the design method contained in TR029 o CEN/TS 1992-4:2009.


Coefficients γm are listed in the table in accordance with the product certificates.• Admissible values (recommended) are evaluated from the characteristic values

by applying the material safety factors γm according to ETA and a further partial factor for actions γf = 1,4.

• For the design of anchors subjected to seismic loading refer to ETA and to ETAG 001 (Annex E and TR045).


(1) For the calculation of anchors in masonry or in case of high bond bars, please refer to ETA document.(2) Pull-out and concrete cone failure.(3) Steel failure for 5.8 grade rods while variable failure mode (steel failure / pull-out) for 8.8 grade rods.(4) Steel failure.(5) Increment factor for tensile strength (excluding steel failure) valid both for cracked and uncracked concrete.(6) Pry-out failure mode.

B

L

160 - 265

130

GALV


188

code B [mm] L [mm] s [mm] pcs/boxBEF510 350 130 6 1

Universal counterplate for HOOK, LOOP and AOS Zinc-plated steel

PALMIFIX

UNIVERSALSystem suitable for the application

of multiple devices

VERSATILESuitable for application on

structures that require special caution


with HOOK with LOOP with AOS EXAMPLE OF SECTION with AOS

code W x L x H [mm] s [mm] pcs/box

BEF515 80 x 290 x 68 8 1

ACCESSORY - OMEGA

INSTALLATION

PALMIFIX

code BEF515

code BEF510

GALV

GALV GALV

150 - 255

120

Ø15

EN 795:2012 A+CCEN/TS 16415:2013

EN 795:2012 A+CCEN/TS 16415:2013

EN 795:2012 A+CCEN/TS 16415:2013

GALV


189

Ridge adapter set for TOWER

Adjustable plate for TOWER

Fastening guide set for rafter

Fixed counterplate for TOWER

TOWER PEAK

TOPLATE 2.0

TOWER SLOPE

TOPLATE

code dimensions [mm] wood min. dim. [mm] pcs/boxTOWERPEAK 350 x 100 x 30 100/100 1

code dimensions [mm] pcs/boxBEF520 350 x 350 x 8 1

code dimensions [mm] wood min. dim. [mm] pcs/boxTOWERSLOPE 1200 x 100 x 20 100/100 1

code dimensions [mm] pcs/boxBEF401-10-SET 150 x 150 x 8 1

Set complete with fastening hardware. M12 threaded bars (page 164) to be ordered separately

24 screws for fastening to the structure (HBS Ø8 - page 156) are not includedScrew minimum penetration into the structure 80 mm

16 screws for fastening to the structure (HBS Ø8 - page 156) are not includedScrew minimum penetration into the structure 80 mm

COUNTERPLATES

1

2


190

ACCESSORIES For mounting on roofing

code torque [Nm] pcs/boxBEAR 10 - 110 1

code Ø rivets [mm] weight [kg] pcs/boxFINCH2 3 - 6.4 1.9 1

code Ø rivets [mm] weight [kg] power [N] pcs/boxBIRD 4.8 - 7.7 2.2 13,000 1

code Ø rivets [mm] weight [kg] pcs/boxFINCH 4 - 5 0.6 1

code description pcs/box1 SI100891 eyelet to form rope loop 12 SI100892 rope tensioner clamp 1

ROPE TENSIONER FOR ANCHOR LINE

TORQUE WRENCH

MANUAL PLIERS FOR BLIND RIVETS

PROFESSIONAL RIVETING MACHINE

BATTERY-OPERATED RIVETING MACHINE

ACCESSORIES

16°

d

L

1

2


191

code content pcs/boxBEF201VGS 8 VGS screws 9 x 160 mm + 4 washers 1BEF202VGS 8 VGS screws 9 x 200 mm + 4 washers 1

code content pcs/boxBEFKITE 1 VGS screw 11 x 100 mm + 2 HBS screws 8 x 100 mm 1

code Ø holes [mm] nail length [mm] taping snap weight [kg]HH3516 10.5 19 - 45 thread sincle / contact 2.3

code d x L [mm] pcs/box kg/packHH10501873 3.0 x 19 galvanised 7200 1.4HH10501874 3.0 x 22 galvanised 7200 1.6HH10501875 3.0 x 25 galvanised 7200 1.8

code material weight [g] Ø support [mm] pcs/box1 SI101615 lead 310 48 12 SI101616 EPDM 76 48 1

code material diameter [mm] glue sup. [mm] colour pcs/boxD66424 alu-butyl 42 - 55 400 x 300 Red brick 5D66435 alu-butyl 42 - 55 230 x 230 aluminium 4

WATERPROOFING

WATERPROOFING SEALING COLLARS

3516 ROOFING NAILING MACHINE 16°

ROOFING RING NAIL ROLL - D16°

FASTENING SET FOR TOWER

FASTENING SET KITE

For more information on the fasteners for REICH nailing machine, please refer to the "Equipment for wood const-ructions" catalogueStainless steel nails available on request

ACCESSORIES

PRODUCT LIST

193

CODESCHAP. 1 ANCHOR LINES

PATROL p. 30Anchor line on support

TOWER300TOWER400TOWER500TOWER600TOWERA2500TOWER22500PATROLTERMSPEARPATROLSTOPPASANGPASINTSLIDE1SLIDE2PATROLANG PATROLINTPATROLMEDSEIL-30SI102235

PATROL p. 36Anchor line on SHIELD support

SHIELDBEF306-VE50PATROLTERMSPEARPASANGPASINTSLIDE1SLIDE2PATROLSTOPPATROLANG PATROLMEDPATROLINTSEIL-30SI102235

PATROL KIT p. 42Patrol anchor line kit

PATROLKIT10PATROLKIT15PATROLKIT25

PATROL p. 42Anchor line on a steel structure

PATROLENDSPEARSEIL-30PATROLINTPATROLMEDPATROLANG

PATROL p. 44Facade pass-through anchor line

PATROLTERMPARTERMPARENDPARINPAREXPARINTERSPEAR SEIL-30SLIDE1SLIDE2PATROLSTOPSI102235

PATROL p. 45Overhead pass-through anchor line

TOWER300TOWER400TOWER500TOWER600TOWERA2500PATROLTERMPASINTPASANGSPEARSEIL-30SLIDE3PATROLSTOPSI102235

ALLinONE p. 46Anchor line on SYST support

AIOSYST-01AIOSYST-01SZHTYP-20-ITSEIL-30AIOSZH-10GLEIT-10GLEIT-13AIOEDLE-11AIOEDLE-10ENDS-10AIOEB-10KITSZH-10AIOEDLE-14

ALLinONE p. 52Anchor line on VARIO support

AIOVARIO-40AIOVARIO-20TYP-21-ITSI102235SEIL-30AIOSZH-10GLEIT-10GLEIT-13AIOEDLE-11AIOEDLE-10ENDS-10AIOEB-10KITSZH-10AIOEDLE-14

DIASAFE p. 58Anchor support system

DD02DD03DD04DD05DD06DD07DD08DD09DD10DD11DD13

TAURUS p. 60Rail system

TAUBEF-10TAUBEF-20TAUBEF-12TAUBEF-30TAUEA-10TAUEA-11

TAUVB-10TAUVB-12TAUBEF-90TAUGLEIT-H-11TAUGLEIT-A-30 TAUGLEIT-V-20RAIL-10-3000RAIL-20-15RAIL-20-30RAIL-20-45RAIL-20-60RAIL-20-75RAIL-20-90RAIL-30-90RAIL-40-90TAUTYP-10-IT

TEMP p. 64Mobile anchor line

TEMPENDS-10TEMPSZH-10SEIL-30

TEMPORARY p. 66Mobile anchor line

AS3080

CHAP. 2 ANCHOR POINTS

LOOP - LOOP XL p. 70Anchor point

LOOPLOOPXLKRAKEN

HOOK EVO p. 72Anchor point

HOOKEVO

HOOK p. 74Anchor point

HOOK20HOOK50HOOK100HOOK140

KITE p. 76Anchor point

KITE

AOS p. 78Anchor point

AOS50AOS130AOS200AOS300AOS400AOS500

AOS 01 p. 80Anchor point for Tower and Shield

AOS01TOWER300TOWER400TOWER500TOWER600

TOWERA2500TOWER22500SHIELD

VARIO p. 84Anchor point

EAPVARIO-10

DIASAFE p. 85Anchor point

DD01DD03DD13

POINT p. 86Anchor point

POINT-11-300POINT-11-400POINT-11-500POINT-11-600POINT-12-300POINT-12-400POINT-12-500POINT-12-600POINT-13-300POINT-13-400POINT-13-500POINT-13-600

INDUSTRY-21 p. 88Anchor point

INDUSTRY-21

p. 90Anchor point

AS4580

p. 92Anchor point

AS7205AS7209AS8055AS8054

CHAP. 3 COLLECTIVE PROTECTION

PARAPET BARRIERS p. 98Collective protection equipment

AS7215AS7216AS7217AS7218AS7219AS7220AS7211AS7214AS7221AS7222AS7223AS7224AS7225AS7226AS7228AS7229AS7232AS7230AS7231


STEEL ANCHOR SYSTEM

PRODUCT LIST

194

ROTHONET 2 p. 104Horizontal fall protection net

AS6500AS6505AS6510AS6515AS6520AS6525 AS6530

p. 106Protection nets

AS6000AS6010AS6020AS6030AS6050AS6060AS6040AS6045

p. 108Temporary protection

AS1005AS1010AS1050AS7158

CHAP. 4 PPE

PROTECTOR EVO p. 120Helmet for work at height, construction site and industry

AS3018AS7091AS7092AS2230AS7039AS7093AS7067

KIT DPI p. 122AS9030AS9020RSBAGRBBAGAS9040AS9045

SLINGS p. 124

AS3210AS3000AS3001AS7195AS4553AS4550AS3200

CORDS p. 126

AS3040AS3041AS3030AS3031AS3035AS3025AS3050AS3052AS3051AS3045AS3046


ROPE ASCENT

CONFINED SPACES

AS3047PSABRAKE-10PSABRAKE-15PSABRAKE-20PSABRAKE-25AS4510AS4515AS4520PSASHARK-10PSASHARK-15AS7200AS7201AS7202AS7199AS3142AS3060AS3066AS3059AS7264AS7233AS3140AS7101AS3091

BAND p. 131Band

AS3071AS3072AS3075AS3076

CONNECTORS p. 131

AS3065AS3055AS3056AS3057

REACH TRUCKS p. 132

AS3110AS3115AS3120AS7210AS7316AS7203AS7159

ACCESSORIES p. 133For work at height

AS7242AS7243AS8056AS3094AS7207AS8053AS3100

TRIPOD I p. 134Mobile device with three feet

AS8065AS3125AS8051AS7247AS8052

TRIPOD II p. 135Mobile device with three feet

AS8068AS3141AS8066AS8052

TRIPOD III p. 136Mobile device with three feet

AS7206AS7248AS7247AS8052AS7298

BIPOD p. 137Mobile device with two feet

AS8069AS8066PSABRAKE-20AS3051AS3025

p. 138


p. 140

AS8070AS8075AS8073AS8074AS8078AS8079AS8071AS8076AS8072AS8077

GLOVES p. 142

AS2205AS2206AS2207AS2210AS2211AS2212AS2215AS2216AS2217

ACCESSORIES p. 143Earphones, glasses, sign chain


CHAP. 5 ACCESSES

VERTICAL SYSTEMS p. 150Vertical anchor line

VERTENDS-50VERTSZH-50VERTGLEIT-50SEIL-30VERTTYP-50-IT

VERTICAL II p. 151Vertical anchor line

AS7265AS7266AS7267AS7268AS7269AS7270AS7271AS7272AS7273AS7274AS7275AS7276

STEP I p. 152Ladder hook for pitched roofs

AS5200

STEP II p. 152Ladder hook for walls

AS5215

STEP III p. 152Extending ladder hook for flat roofs

AS5220

CHAP. 6 FASTENING SYSTEMS AND ACCESSORIES

HBS p. 156Countersunk screw

HBS880HBS8100HBS8120HBS8140HBS8160HBS8180HBS8200HBS8220HBS8240HBS8260HBS8280HBS8300HBS8320HBS8340HBS8360HBS8380HBS8400HBS8440HBS8500HUS8

VGS p. 160Total thread connector with countersunk head

VGS9160VGS9200VGS9240VGS9280VGS9320VGS9360VGS11100VGS11150VGS11200VGS11250VGS11300VGS11350VGS11400VGS11450

CODES

FALL PROTECTION SAFETY NETS

PRODUCT LIST PRODUCT LIST

195

VGS11500VGS11550VGS11600

MET p. 164Threaded rods, nuts and washers

MGS10008MGS100010MGS100012MGS100014MGS100016MGS10888MGS11088MGS11288MGS11488MGS11688MUT9348MUT93410MUT93412MUT93414MUT93416MUT9858MUT98510MUT98512MUT98516AI9758AI97510AI97512AI97516AI9348AI93410AI93412AI93416AI90218AI902110AI902112AI902116ULS8242ULS10302ULS13373ULS15443ULS17503ULS11343ULS13444ULS17565ULS14586ULS18686ULS81616ULS10202ULS13242ULS17303

SKR - SKS p. 168Screw anchor for concrete

SKR7560SKR7580SKR75100SKR1080SKR10100SKR10120SKR10140SKR10160SKR12100SKR12120SKR12140SKR12160SKR12200SKR12240SKR12280

SKR12320SKR12400SKS7560SKS7580SKS75100SKS75120SKS75140SKS75160SKR8100CESKR1080CESKR10100CESKR10120CESKR12110CESKR12150CESKR12210CESKR16130CESKS75100CE

ABS p. 172Heavy-duty expansion anchor with clamp

FE210356FE210361FE210366FE210371FE210376FE210381

AB1 p. 174Heavy-duty expansion anchor

FE210405FE210410FE210415FE210475FE210476FE210440FE210480FE210445FE210490FE210493AI8095A4AI80112A4AI1095A4AI10132A4AI12110A4AI12163A4AI16123A4

AB7 p. 176Heavy-duty expansion anchor

FE210730FE210735FE210740FE210745FE210750FE210500FE210495

ABU p. 178Heavy-duty expansion anchor

FE210505FE210510FE210515FE210520FE210525FE210530FE210535FE210540FE210541FE210545FE210550

INA p. 179Bar for chemical anchor

FE210100FE210105FE210110FE210115FE210119FE210116FE210118FE210121

IHP - IHM p. 179Mesh bush for hollow materials

FE210120FE210125FE210130FE210230FE210235FE210240

VINYLPRO p. 180Two component vinyl ester chemical anchor

FE400055FE400056MAM400FLY401STINGPONY

EPOPLUS p. 184High performance epoxy chemical anchor

FE400070MAMDBSTINGPONY

PALMIFIX p. 188Universal counterplate

BEF510BEF515

TOPLATE 2.0 page 189Adjustable plate for TOWER

BEF520

TOPLATE p. 189Fixed counterplate for TOWER

BEF401-10-SET

TOWER PEAK p. 189Ridge adapter

TOWERPEAK

TOWER SLOPE p. 189Fastening guide

TOWERSLOPE

ACCESSORIES p. 190For mounting on roofing

SI100891SI100892BEARBIRDFINCHFINCH2HH3516

HH10501873HH10501874HH10501875SI101615SI101616D66424D66435BEF201VGSBEF202VGSBEFKITE

NOTES

196

NOTES

197

1

2

3

4

5

6

COLLECTIVE PROTECTION

PERSONAL PROTECTION EQUIPMENT

ANCHOR LINES

ANCHOR POINTS

ACCESSES

FASTENING SYSTEMS AND ACCESSORIES

INOX

GALV


LEED®

<5°

90°

KEY

stainless steel

suitable for 1 person

wood

flat

suitable for 2 people

concrete

inclined

steel structures

vertical

corrugated sheet

flat roofs

hot-dip galvanizing


seamed sheet

green roofs

aluminium material


CE marking

CERTIFICATIONS

MATERIALS AND COATINGS

APPLICATIONS

SURFACE INCLINATION

NUMBER OF USERS

fire resistance certificate

seismic suitability certificate

compliance with LEED® requirements

emission class of volatile organic compounds (VOC)

zinc plating

01AN

TICA

DE2

EN

CODE 1500

557_

03 0

2|16Rotho Blaas srl - I-39040 Cortaccia (BZ) - Via Dell‘Adige 2/1

Tel. +39 0471 81 84 00 - Fax +39 0471 81 84 [email protected] - www.rothoblaas.com

fall protection systems - en

Documents