general applications and uses -...
TRANSCRIPT
![Page 1: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/1.jpg)
www.DEWALT.com/anchors 117
aDHeS
iVe
an
CHo
rS
GeneRal InfoRMaTIon
TecH
Man
Ual
– aD
HesI
Ve a
ncHo
Rs ©
2013
DeW
alT
PRI
nTeD
6/1
3
geneRal InfoRmaTIon
Pure110-ProEpoxy Injection Adhesive Anchoring System
ProDUCt DeSCriPtion
The Pure110-PRo is our latest development. This two-component epoxy adhesive is based on a complete new formulation. The anchoring system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The Pure110-PRo is a high strength adhesive designed for bonding steel elements to cracked and uncracked concrete. The adhesive is suitable for a medium range of ambient temperatures but also for water filled holes.
General aPPliCationS anD USeS
+10C̊
40/24˚C
72/43˚C
featUreS anD BenefitS•Designed for use with threaded rod, internal threaded sleeve or rebar•consistent performance in uncracked and cracked concrete of variable strength•Wide range of steel element diameter and embedment depth•flexible fixture thicknesses•simple installation•Versatile low odor formula with long working time•High strengths in medium range of ambient temperatures•cartridge design fits in popular competitor dispensers and allows multiple uses using extra
mixing nozzles
aPProValS anD liStinGS
ETAG 001 Option 1 F120
loaDinG ConDitionS
STATIC QUASI-STATIC SEISMIC
SUitaBle BaSe materialS
secTIon conTenTsGeneral Information
Installation Information
Design Information
Material Information
ordering Information
sysTem componenTs
Pure110-PRo epoxy
Threaded Rod
Reinforcement bar
gRaDescarbon steel 5.8
carbon steel 8.8
stainless steel a4
stainless steel HcR
Rebar fy = 400 to 600 MPa
appRoVals• eTa-13/0897
• esR-Pending
DEWALT DESIGN ASSISTReal-Time anchor Design software
www.DeWalTdesignassist.com
![Page 2: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/2.jpg)
118
aDHeS
iVe a
nCHo
rS
InsTallaTIon InfoRMaTIon
TecH ManUal – aDHesIVe ancHoRs ©
2013 DeW
alT PRInTeD 6/13
InsTallaTIon InfoRmaTIon
inStallation Data - tHreaDeD roD
notation Unitpure110-pRo - Threaded rod
m10 m12 m16 m20 m24 m27 m30
anchor diameter d [mm] 10 12 16 20 24 27 30
nominal drill bit diameter d0 [mm] 12 14 18 24 28 32 35
Diameter of hole clearance in fixture df [mm] 12 14 18 22 26 30 33
Diameter of steel brush db [mm] 14 16 20 26 30 34 37
Minimum embedment and drill hole depth Maximum embedment and drill hole depth
hef,min = h1 hef,min = h1
[mm] [mm]
60 200
70 240
80 320
90 400
96 480
108 540
120 600
Minimum member thickness hmin [mm] hef + 30 mm ≥ 100 mm hef + 2 · d0
Minimum spacing smin [mm] 50 60 80 100 120 135 150
Minimum edge distance cmin [mm] 50 60 80 100 120 135 150
Thickness of fixture tfix [mm] 0 mm ≤ tfix ≤ 1500 mm
Maximum torque Tmax [nm] 20 40 80 120 160 180 200
Torque wrench socket size sw [mm] 17 19 24 30 36 41 46
hmin
h1
hef
d0
Sw
Tmax
df
tfix
inStallation Data - reinforCement Bar
notation Unitpure110-pRo - Reinforcement bar
Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø30 Ø32
nominal diameter of rebar d0 [mm] 10 12 14 16 20 25 30 32
nominal drill bit diameter dcut [mm] 14 16 18 20 24 32 35 37
Diameter of steel brush db [mm] 16 18 20 22 26 34 37 40
Minimum embedment and drill hole depth Maximum embedment and drill hole depth
hef,min = h1 hef,max = h1
[mm] [mm]
60 200
70 240
75 280
80 320
90 400
100 500
112 540
128 640
Minimum member thickness hmin [mm] hef + 30 mm ≥ 100 mm hef + 2 · d0
Minimum edge distance cmin [mm] 50 60 70 80 100 125 140 160
Minimum spacing smin [mm] 50 60 70 80 100 125 140 160
hef
d0
h1
www.DeWalT.com/anchors
![Page 3: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/3.jpg)
www.DEWALT.com/anchors 119
TecH
Man
Ual
– aD
HesI
Ve a
ncHo
Rs ©
2013
DeW
alT
PRI
nTeD
6/1
3aDHeS
iVe
an
CHo
rS
InsTallaTIon InfoRMaTIon
inStallation inStrUCtionS
2X 2X 2X
e.g.
20˚C
8 hr
1.) Using the proper drill bit size, drill a hole into the base material to the required depth.
2.) Blow the hole clean using a hand pump or compressed air 2 times minimum.
3.) Brush the hole with the proper wire brush 2 times minimum.
4.) Blow the hole clean using a hand pump or compressed air 2 times minimum.
5.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive.
6.) Push the steel element into the hole while turning slightly.
7.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load.
for complete installation instructions, see technical approval.
concrete temperature working time minimum curing time1)
≥ + 10°c 90 min 24 h
≥ + 20°c 25 min 8 h
≥ + 30°c 20 min 8 h
≥ + 40°c 12 min 4 h
1) Time data for dry concrete, double curing time for wet concrete
![Page 4: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/4.jpg)
www.DEWALT.com/anchors 120
TecH ManUal – aDHesIVe ancHoRs ©
2013 DeW
alT PRInTeD 6/13aDHeS
iVe a
nCHo
rS
DesIGn InfoRMaTIon
DesIgn InfoRmaTIon
tenSion loaD CaPaCitieS - ParameterS for CalCUlation of DeSiGn StrenGtHAccording to EOTA TR 029.
notation Unitpure110-pRo - Threaded rod
m10 m12 m16 m20 m24 m27 m30
steel failure
Carbon steel
characteristic resistance, strength class 5.8 nRk,s [kn] 29 42 78 122 176 230 280
characteristic resistance, strength class 8.8 nRk,s [kn] 46 67 125 196 282 368 449
Partial safety factor gMs
1) [-] 1.5
A4 and HCR steel
characteristic resistance, strength class 50 nRk,s [kn] - - - - - 230 280
characteristic resistance, strength class 70 nRk,s [kn] 41 59 110 171 247 - -
Partial safety factor gMs
1) [-] 1.87 2.86
combined pullout and concrete failure
Characteristic resistance in cracked concrete, dry and wet concrete
Temperature Range: 40°c / 24°c tRk,cr [n/mm²] 6.5 6.0 6.0 6.0 6.0 6.0 5.5
Temperature Range: 72°c / 43°c tRk,cr [n/mm²] 6.0 6.0 5.5 5.5 5.5 5.0 5.0
Partial safety factor gMc = gMp
1) [-] 1.92)
Characteristic resistance in uncracked concrete, dry and wet concrete
Temperature Range: 40°c / 24°c tRk,uncr [n/mm²] 13 12 12 11 11 11 10
Temperature Range: 72°c / 43°c tRk,uncr [n/mm²] 12 12 11 11 11 10 10
Partial safety factor gMc = gMp
1) [-] 1.82)
Increasing factor for concrete strength
c30/37 cc [-] 1.10
c40/50 cc [-] 1.18
c50/60 cc [-] 1.23
seismic reduction factor an,seis [-] 1.00
concrete failure
Concrete cone failure
characteristic spacing scr,n [mm] 3.0·hef
characteristic edge distance ccr,n [mm] 1.5·hef
Partial safety factor for cracked concrete gMc
1) [-] 1.92)
Partial safety factor for uncracked concrete gMc
1) [-] 1.82)
Splitting failure
characteristic spacing scr,sp [mm] 2.0·ccr,sp
characteristic edge distance ccr,sp [mm] 2·hef - 2·h but ≥ 1·hef and ≤ 2.4·hef
Partial safety factor for cracked concrete gMsp
1) [-] 1.92)
Partial safety factor for uncracked concrete gMsp
1) [-] 1.82)
Increasing factor for concrete strength
c30/37 cc [-] 1.10
c40/50 cc [-] 1.18
c50/60 cc [-] 1.23
1) In absence of other national regulations
2) Partial safety factor g2 = 1.2 is included
DEWALT DESIGN ASSIST
The DeWalT Design assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all DeWalT anchor products is readily available. To download this software for free, go to www.DeWalTdesignassist.com
![Page 5: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/5.jpg)
www.DEWALT.com/anchors 121
TecH
Man
Ual
– aD
HesI
Ve a
ncHo
Rs ©
2013
DeW
alT
PRI
nTeD
6/1
3aDHeS
iVe
an
CHo
rS
DesIGn InfoRMaTIon
SHear loaD CaPaCitieS - Parameter for CalCUlation of DeSiGn StrenGtHAccording to EOTA TR 029.
notation Unitpure110-pRo - Threaded rod
m10 m12 m16 m20 m24 m27 m30
steel failure
Steel failure without lever arm
Carbon steel
characteristic resistance, strength class 5.8 VRk,s [kn] 15 21 39 61 88 115 140
characteristic resistance, strength class 8.8 VRk,s [kn] 23 34 63 98 141 184 224
Partial safety factor gMs
1) [-] 1.25
A4 and HCR steel
characteristic resistance, strength class 50 VRk,s [kn] - - - - - 115 140
characteristic resistance, strength class 70 VRk,s [kn] 20 30 55 86 124 - -
Partial safety factor gMs
1) [-] 1.56 2.17
seismic reduction factor aV,seis [-] 0.95 0.93
Steel failure with lever arm
Carbon steel
characteristic resistance, strength class 5.8 M0Rk,s [nm] 37 65 166 324 560 833 1123
characteristic resistance, strength class 8.8 M0Rk,s [nm] 60 105 266 519 896 1333 1797
Partial safety factor gMs
1) [-] 1.25
A4 and HCR steel
characteristic resistance, strength class 50 M0Rk,s [nm] - - - - - 832 1125
characteristic resistance, strength class 70 M0Rk,s [nm] 52 92 232 454 784 - -
Partial safety factor gMs
1) [-] 1.56 2.17
concrete failure
Pry-out failure
factor in equation (5.7) of TR 029 k [-] 2
Partial safety factor gMcp
1) [-] 1.52)
Edge failure
Partial safety factor gMc
1) [-] 1.52)
1) In absence of other national regulations
2) Partial safety factor g2 = 1.2 is included
DEWALT DESIGN ASSIST
The DeWalT Design assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all DeWalT anchor products is readily available. To download this software for free, go to www.DeWalTdesignassist.com
![Page 6: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/6.jpg)
www.DEWALT.com/anchors 122
TecH ManUal – aDHesIVe ancHoRs ©
2013 DeW
alT PRInTeD 6/13aDHeS
iVe a
nCHo
rS
DesIGn InfoRMaTIon
PreCalCUlateD tenSion anD SHear CaPaCitieS According to EOTA TR 029.
•Thefollowingtablesaremeanttogivethedesigneraidinthepreliminarydesignprocess.Noresponsibilityistakenfor the correctness of these data.
•ThegivenvaluesarevalidfornormalconcreteC20/25andstatic/quasi-staticloadswiththeexactdimensionalinformation given. for any other conditions, the use of DDa is recommended.
•Thevaluesinthetablebelowaredesignlevelloads.Thisassumesasafetyfactorisincludedbothontheloadingand the resistance.
•Forcrackedconcrete,splittingfailureisnotconsideredassumingthatareinforcementispresentwhichlimitsthecrack width to 0.3 mm.
•Precalculateddesignresistancecapacitiesaregivenforthreadedrodsonly,valuesforinternalsleevesandreinforcement bars can be found in the relevant approval documents.
•Forfurtherdetailsandbackgroundinformationpleaseseetheintroductionofthismanual.
N
V
F
sh
c
Influence of steel gradesInstructions:
•Thesteelgradepotentiallyinfluences the load capacity of the anchor. left table depicts ultimate steel strengths of threaded rods for given steel grades.
•Thesteelstrengthequalsthe load capacity of the anchor provided other failure modes, i.e. concrete failure or pullout failure, do not yield lower strengths and therefore do not control the anchor capacity.
•Todeterminethecriticalfailure mode, the steel strength identified in left table has to be compared with the concrete and pullout strengths in the following tables.
size property 5.8 8.8 a4 / hcR
M10nRd [kn] 19.3 30.7 21.9
VRd [kn] 12.0 18.4 12.8
M12nRd [kn] 28.0 44.7 31.6
VRd [kn] 16.8 27.2 19.2
M16nRd [kn] 52.0 83.3 58.8
VRd [kn] 31.2 50.4 35.3
M20nRd [kn] 81.3 130.7 91.4
VRd [kn] 48.8 78.4 55.1
M24nRd [kn] 117.3 188.0 132.1
VRd [kn] 70.4 112.8 79.5
M27nRd [kn] 153.3 245.3 80.4
VRd [kn] 92.0 147.2 48.3
M30nRd [kn] 186.7 299.3 98.3
VRd [kn] 112.0 179.2 58.8
m10c20/25
8.8 steel dry/wetconcrete
anchoring located far from any edge anchoring located close to an edge
embedment depth hef [mm] 100
Member thickness h [mm] 130
edge distance c [mm] - - - - - 50 50 50 50 50
anchor spacing s [mm] 0 50 300 50 300 0 50 300 50 300
40/24˚c nRd [kn] 10.7 14.5 21.5 20.2 43.0 6.0 8.1 12.1 12.1 24.1
fRd45° [kn] 11.5 17.7 23.0 24.5 46.1 4.0 5.4 8.0 6.1 10.0
VRd [kn] 18.4 36.8 36.8 51.1 73.6 3.9 5.2 7.7 5.2 7.7
72/43˚c nRd [kn] 9.9 13.6 19.8 19.2 39.7 5.7 7.8 11.3 11.7 22.7
fRd45° [kn] 10.9 16.5 21.9 23.3 43.8 3.9 5.3 7.8 6.1 9.8
VRd [kn] 18.4 34.4 36.8 48.5 73.6 3.9 5.2 7.7 5.2 7.7
40/24˚c nRd [kn] 22.7 28.7 45.4 37.0 90.8 12.7 14.3 21.0 16.7 42.7
fRd45° [kn] 17.2 27.4 34.5 41.8 69.0 6.5 8.2 12.2 8.6 14.8
VRd [kn] 18.4 36.8 36.8 73.6 73.6 5.5 7.3 10.9 7.3 10.9
72/43˚c nRd [kn] 20.9 27.1 41.9 35.9 83.8 12.0 14.3 21.0 16.7 42.7
fRd45° [kn] 16.6 26.5 33.2 40.9 66.5 6.4 8.2 12.2 8.6 14.8
VRd [kn] 18.4 36.8 36.8 73.6 73.6 5.5 7.3 10.9 7.3 10.9
n - steel strengths controls n - concrete strength controls n - anchor pullout strength controls
DEWALT DESIGN ASSIST
The DeWalT Design assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all DeWalT anchor products is readily available. To download this software for free, go to www.DeWalTdesignassist.com
![Page 7: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/7.jpg)
www.DEWALT.com/anchors 123
TecH
Man
Ual
– aD
HesI
Ve a
ncHo
Rs ©
2013
DeW
alT
PRI
nTeD
6/1
3aDHeS
iVe
an
CHo
rS
DesIGn InfoRMaTIon
m12c20/25
8.8 steel dry/wetconcrete
anchoring located far from any edge anchoring located close to an edge
embedment depth hef [mm] 120
Member thickness h [mm] 150
edge distance c [mm] - - - - - 60 60 60 60 60
anchor spacing s [mm] 0 60 360 60 360 0 60 360 60 360
40/24˚c nRd [kn] 14.3 19.3 28.6 27.0 57.1 8.2 11.0 16.3 16.5 32.6
fRd45° [kn] 15.9 23.5 31.8 32.8 63.6 5.4 7.3 10.9 8.4 13.6
VRd [kn] 27.2 49.0 54.4 68.3 108.8 5.3 7.1 10.6 7.1 10.6
72/43˚c nRd [kn] 14.3 19.3 28.6 27.0 57.1 8.2 11.0 16.3 16.5 32.6
fRd45° [kn] 15.9 23.5 31.8 32.8 63.6 5.4 7.3 10.9 8.4 13.6
VRd [kn] 27.2 49.0 54.4 68.3 108.8 5.3 7.1 10.6 7.1 10.6
40/24˚c nRd [kn] 30.2 38.2 60.3 49.4 120.6 17.0 18.8 27.6 22.0 56.2
fRd45° [kn] 24.3 38.1 48.5 57.7 97.1 8.8 11.0 16.5 11.6 20.0
VRd [kn] 27.2 54.4 54.4 108.8 108.8 7.5 10.0 15.0 10.0 15.0
72/43˚c nRd [kn] 30.2 38.2 60.3 49.4 120.6 17.0 18.8 27.6 22.0 56.2
fRd45° [kn] 24.3 38.1 48.5 57.7 97.1 8.8 11.0 16.5 11.6 20.0
VRd [kn] 27.2 54.4 54.4 108.8 108.8 7.5 10.0 15.0 10.0 15.0
n - steel strengths controls n - concrete strength controls n - anchor pullout strength controls
m16c20/25
8.8 steel dry/wetconcrete
anchoring located far from any edge anchoring located close to an edge
embedment depth hef [mm] 160
Member thickness h [mm] 196
edge distance c [mm] - - - - - 80 80 80 80 80
anchor spacing s [mm] 0 80 480 80 480 0 80 480 80 480
40/24˚c nRd [kn] 25.4 33.7 50.8 45.8 101.6 14.5 19.2 29.0 28.0 58.0
fRd45° [kn] 28.7 41.0 57.3 55.7 114.6 9.2 12.3 18.4 13.9 22.7
VRd [kn] 50.4 85.3 100.8 116.1 201.6 8.7 11.6 17.3 11.6 17.3
72/43˚c nRd [kn] 23.3 31.4 46.6 43.7 93.1 13.5 18.3 27.1 27.2 54.2
fRd45° [kn] 27.0 38.3 54.1 53.1 108.1 9.0 12.0 17.9 13.8 22.3
VRd [kn] 50.4 79.7 100.8 110.6 201.6 8.7 11.6 17.3 11.6 17.3
40/24˚c nRd [kn] 53.6 65.3 107.2 77.3 214.5 26.2 28.9 42.5 33.9 86.5
fRd45° [kn] 44.1 67.3 88.2 92.6 176.4 14.2 17.7 26.4 18.7 32.4
VRd [kn] 50.4 100.8 100.8 185.5 201.6 12.2 16.3 24.5 16.3 24.5
72/43˚c nRd [kn] 49.1 61.8 98.3 77.3 196.6 26.2 28.9 42.5 33.9 86.5
fRd45° [kn] 42.2 65.0 84.5 92.6 168.9 14.2 17.7 26.4 18.7 32.4
VRd [kn] 50.4 100.8 100.8 185.5 201.6 12.2 16.3 24.5 16.3 24.5
n - steel strengths controls n - concrete strength controls n - anchor pullout strength controls
DEWALT DESIGN ASSIST
The DeWalT Design assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all DeWalT anchor products is readily available. To download this software for free, go to www.DeWalTdesignassist.com
![Page 8: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/8.jpg)
www.DEWALT.com/anchors 124
TecH ManUal – aDHesIVe ancHoRs ©
2013 DeW
alT PRInTeD 6/13aDHeS
iVe a
nCHo
rS
DesIGn InfoRMaTIon
m20c20/25
8.8 steel dry/wetconcrete
anchoring located far from any edge anchoring located close to an edge
embedment depth hef [mm] 200
Member thickness h [mm] 248
edge distance c [mm] - - - - - 100 100 100 100 100
anchor spacing s [mm] 0 100 600 100 600 0 100 600 100 600
40/24˚c nRd [kn] 39.7 51.8 79.4 69.3 158.7 23.1 30.2 46.2 41.7 92.4
fRd45° [kn] 44.7 63.1 89.4 84.3 178.9 13.9 18.4 27.8 20.4 33.8
VRd [kn] 78.4 131.3 156.8 175.6 313.6 12.7 16.9 25.4 16.9 25.4
72/43˚c nRd [kn] 36.4 48.3 72.8 65.8 145.5 21.2 28.1 42.3 41.0 84.7
fRd45° [kn] 42.2 58.8 84.3 80.0 168.7 13.5 17.9 27.0 20.3 33.2
VRd [kn] 78.4 122.3 156.8 166.6 313.6 12.7 16.9 25.4 16.9 25.4
40/24˚c nRd [kn] 76.8 92.6 153.6 108.0 307.2 36.6 40.4 59.4 47.3 120.9
fRd45° [kn] 65.8 98.8 131.7 129.4 263.3 20.4 25.5 38.0 27.0 47.0
VRd [kn] 78.4 156.8 156.8 259.2 313.6 17.9 23.9 35.9 23.9 35.9
72/43˚c nRd [kn] 76.8 92.6 153.6 108.0 307.2 36.6 40.4 59.4 47.3 120.9
fRd45° [kn] 65.8 98.8 131.7 129.4 263.3 20.4 25.5 38.0 27.0 47.0
VRd [kn] 78.4 156.8 156.8 259.2 313.6 17.9 23.9 35.9 23.9 35.9
n - steel strengths controls n - concrete strength controls n - anchor pullout strength controls
m24c20/25
8.8 steel dry/wetconcrete
anchoring located far from any edge anchoring located close to an edge
embedment depth hef [mm] 240
Member thickness h [mm] 296
edge distance c [mm] - - - - - 120 120 120 120 120
anchor spacing s [mm] 0 120 720 120 720 0 120 720 120 720
40/24˚c nRd [kn] 57.1 73.2 114.3 95.6 228.6 33.3 42.6 66.5 54.8 133.0
fRd45° [kn] 64.4 89.1 128.7 116.3 257.5 19.4 25.5 38.7 27.6 46.7
VRd [kn] 112.8 185.4 225.6 242.1 451.2 17.4 23.2 34.7 23.2 34.7
72/43˚c nRd [kn] 52.4 68.4 104.8 91.3 209.5 30.5 39.8 61.0 54.8 121.9
fRd45° [kn] 60.7 83.2 121.4 111.1 242.8 18.8 24.8 37.6 27.6 45.9
VRd [kn] 112.8 173.2 225.6 231.3 451.2 17.4 23.2 34.7 23.2 34.7
40/24˚c nRd [kn] 104.3 121.7 208.6 142.0 417.2 48.1 53.1 78.1 62.2 158.9
fRd45° [kn] 92.0 134.2 183.9 170.1 367.9 27.6 34.3 51.1 36.4 63.6
VRd [kn] 112.8 225.6 225.6 340.8 451.2 24.5 32.7 49.0 32.7 49.0
72/43˚c nRd [kn] 104.3 121.7 208.6 142.0 417.2 48.1 53.1 78.1 62.2 158.9
fRd45° [kn] 92.0 134.2 183.9 170.1 367.9 27.6 34.3 51.1 36.4 63.6
VRd [kn] 112.8 225.6 225.6 340.8 451.2 24.5 32.7 49.0 32.7 49.0
n - steel strengths controls n - concrete strength controls n - anchor pullout strength controls
DEWALT DESIGN ASSIST
The DeWalT Design assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all DeWalT anchor products is readily available. To download this software for free, go to www.DeWalTdesignassist.com
![Page 9: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/9.jpg)
www.DEWALT.com/anchors 125
TecH
Man
Ual
– aD
HesI
Ve a
ncHo
Rs ©
2013
DeW
alT
PRI
nTeD
6/1
3aDHeS
iVe
an
CHo
rS
DesIGn InfoRMaTIon
m27c20/25
8.8 steel dry/wetconcrete
anchoring located far from any edge anchoring located close to an edge
embedment depth hef [mm] 270
Member thickness h [mm] 334
edge distance c [mm] - - - - - 135 135 135 135 135
anchor spacing s [mm] 0 135 810 135 810 0 135 810 135 810
40/24˚c nRd [kn] 72.3 91.3 144.6 114.4 289.3 42.1 52.3 84.2 65.4 168.4
fRd45° [kn] 82.3 111.1 164.6 139.2 329.2 24.0 31.2 47.9 33.6 57.6
VRd [kn] 147.2 231.3 294.4 289.9 588.8 21.3 28.3 42.5 28.3 42.5
72/43˚c nRd [kn] 60.3 79.8 120.5 108.1 241.1 35.8 47.4 71.7 65.4 143.4
fRd45° [kn] 72.6 97.0 145.1 131.5 290.3 22.6 30.1 45.3 33.6 55.6
VRd [kn] 147.2 202.0 294.4 273.8 588.8 21.3 28.3 42.5 28.3 42.5
40/24˚c nRd [kn] 124.5 145.2 248.9 169.4 497.9 57.3 63.3 93.2 74.2 189.6
fRd45° [kn] 114.5 165.0 228.9 202.9 457.8 33.4 41.6 61.9 44.1 77.4
VRd [kn] 147.2 294.4 294.4 406.6 588.8 30.0 40.0 60.0 40.0 60.0
72/43˚c nRd [kn] 124.5 145.2 248.9 169.4 497.9 57.3 63.3 93.2 74.2 189.6
fRd45° [kn] 114.5 165.0 228.9 202.9 457.8 33.4 41.6 61.9 44.1 77.4
VRd [kn] 147.2 294.4 294.4 406.6 588.8 30.0 40.0 60.0 40.0 60.0
n - steel strengths controls n - concrete strength controls n - anchor pullout strength controls
m30c20/25
8.8 steel dry/wetconcrete
anchoring located far from any edge anchoring located close to an edge
embedment depth hef [mm] 300
Member thickness h [mm] 370
edge distance c [mm] - - - - - 150 150 150 150 150.0
anchor spacing s [mm] 0 150 900 150 900 0 150 900 150 900
40/24˚c nRd [kn] 81.8 105.0 163.7 134.0 327.4 48.7 61.3 97.3 76.6 194.7
fRd45° [kn] 95.3 127.8 190.7 163.1 381.4 28.4 37.1 56.7 39.9 68.5
VRd [kn] 179.2 266.0 358.4 339.5 716.8 25.5 33.9 50.9 33.9 50.9
72/43˚c nRd [kn] 74.4 97.5 148.8 130.5 297.6 44.2 58.0 88.5 76.6 177.0
fRd45° [kn] 89.2 118.6 178.4 158.8 356.9 27.4 36.3 54.9 39.9 67.1
VRd [kn] 179.2 246.9 358.4 330.6 716.8 25.5 33.9 50.9 33.9 50.9
40/24˚c nRd [kn] 145.8 170.1 291.6 198.4 583.1 67.2 74.2 109.1 86.9 222.0
fRd45° [kn] 136.4 195.7 272.8 237.7 545.7 39.7 49.4 73.6 52.4 92.2
VRd [kn] 179.2 358.4 358.4 476.2 716.8 35.9 47.9 71.9 47.9 71.9
72/43˚c nRd [kn] 145.8 170.1 291.6 198.4 583.1 67.2 74.2 109.1 86.9 222.0
fRd45° [kn] 136.4 195.7 272.8 237.7 545.7 39.7 49.4 73.6 52.4 92.2
VRd [kn] 179.2 358.4 358.4 476.2 716.8 35.9 47.9 71.9 47.9 71.9
n - steel strengths controls n - concrete strength controls n - anchor pullout strength controls
DEWALT DESIGN ASSIST
The DeWalT Design assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all DeWalT anchor products is readily available. To download this software for free, go to www.DeWalTdesignassist.com
![Page 10: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/10.jpg)
www.DEWALT.com/anchors 126
TecH ManUal – aDHesIVe ancHoRs ©
2013 DeW
alT PRInTeD 6/13aDHeS
iVe a
nCHo
rS
MaTeRIal InfoRMaTIon
maTeRIal InfoRmaTIon
material SPeCifiCationS - tHreaDeD roD
231
part no. Designation materialcarbon steel 5.8
1 anchor rod steel zinc plated ≥ 5 μm or hot-dip galvanized ≥ 40 μm; strength class 5.8, Rm = 500 MPa; Rp 0.2 = 400 MPa
2 Hexagon nut steel zinc plated ≥ 5 μm or hot-dip galvanized ≥ 40 μm; strength class 5
3 Washer steel zinc plated ≥ 5 μm or hot-dip galvanized ≥ 40 μm
carbon steel 8.8
1 anchor rod steel zinc plated ≥ 5 μm or hot-dip galvanized ≥ 40 μm; strength class 8.8, Rm = 800 MPa; Rp 0.2 = 640 MPa
2 Hexagon nut steel zinc plated ≥ 5 μm or hot-dip galvanized ≥ 40 μm; strength class 8
3 Washer steel zinc plated ≥ 5 μm or hot-dip galvanized ≥ 40 μm
stainless steel a4
1 anchor rod stainless steel 1.4401 / 1.4571; strength class 50, Rm = 500 MPa; Rp 0.2 = 210 MPa (for > M24)strength class 70, Rm = 700 MPa; Rp 0.2= 450 MPa (for ≤ M24)
2 Hexagon nut stainless steel 1.4401 / 1.4571; strength class 50 for class rod; strength class 70 for class 70 rod
3 Washer stainless steel 1.4401 / 1.4571
stainless steel hcR
1 anchor rod stainless steel 1.4529 / 1.4565; strength class 50, Rm = 500 MPa; Rp 0.2= 210 MPa (for > M24)strength class 70, Rm = 700 MPa; Rp 0.2 = 450 MPa (for ≤ M24)
2 Hexagon nut stainless steel 1.4529 / 1.4565; strength class 50 for class rod; strength class 70 for class 70 rod
3 Washer stainless steel 1.4529 / 1.4565
material SPeCifiCationS - reinforCement Bar
extract of en 1992-1-1 annex c, Table c.1 class b class c
characteristic yield strength fyk or f0.2k [MPa] 400 to 600
Minimum value of k = (ft / fy)k [-] ≥ 1.08 ≥ 1.15 < 1.35
characteristic strain at maximum force euk [%] ≥ 5.0 ≥ 7.5
bendability bend/Rebend test
Maximum deviation from nominal mass [%] ± 6.0 for nominal bar size ≤ 8 mm; ± 4.5 for nominal bar size > 8 mm
extract of en 1992-1-1 annex c, Table c.2n class b class c
Minimum value of related rib area fR,min 0.040 for nominal bar size 8 mm to 12 mm; 0.056 for nominal bar size > 12 mm
![Page 11: General aPPliCationS anD USeS - DeWaltanchors.dewalt.com/pdf_files/technical_data/pure110-pro.pdfGeneRal InfoRMaTIon T ec H M an U al – aDH es IV e a nc H o R s ©2013 D e Wal T](https://reader031.vdocuments.net/reader031/viewer/2022030600/5accd0497f8b9ab10a8ce9ff/html5/thumbnails/11.jpg)
www.DEWALT.com/anchors 127
TecH
Man
Ual
– aD
HesI
Ve a
ncHo
Rs ©
2013
DeW
alT
PRI
nTeD
6/1
3aDHeS
iVe
an
CHo
rS
oRDeRInG InfoRMaTIon
oRDeRIng InfoRmaTIonPure110-PRO adhesive
art. no. Type box
qty.carton
qty.
Dfc1130000 265ml adhesive cartridge 1 12
Dfc1130050 620ml adhesive cartridge 1 12PuRe110-PRO CaRTRiDge
Mixing nozzles
art. no. Type length
[mm]box qty.
cartonqty.
Dfc1640500 adhesive mixing nozzle extension - 200mm 200 10 1000
Dfc1640200 adhesive mixing nozzle extension - 500mm 500 10 1000
Dfc1640250 adhesive mixing nozzle extension - 1000mm 1000 10 1000
Dfc1640300 adhesive mixing nozzle extension - 2000mm 2000 10 1000
Dfc1640350 adhesive mixing nozzle - white - 18 element - 10 600
nOzzLe anD exTenSiOn
Cartridge guns
art. no. Type box
qty.carton
qty.
Dfc1610300 620ml Manual adhesive dispensing tool 1 8
Dfc1610250 300ml Manual adhesive dispensing tool 1 36
DFC1610300
DFC1610250
Accessories
art. no. Type anchor
dia.length[mm]
box qty.
carton qty.
Dfc1650050 DeWalT blow pump - - 1 -
Dfc1670000 sDs connection for steel brushes - - 1 20
Dfc1670050 300mm extension for steel brushes - 300 1 20
Dfc1670100 steel brush for sDs - 12mm diameter M8 170 1 10
Dfc1670150 steel brush for sDs - 14mm diameter M10 170 1 10
Dfc1670200 steel brush for sDs - 16mm diameter M12 200 1 10
Dfc1670250 steel brush for sDs - 18mm diameter - 200 1 10
Dfc1670300 steel brush for sDs - 20mm diameter M16 300 1 10
Dfc1670350 steel brush for sDs - 22mm diameter - 300 1 10
Dfc1670400 steel brush for sDs - 26mm diameter M20 300 1 10
Dfc1670450 steel brush for sDs - 30mm diameter M24 300 1 10
Dfc1670500 steel brush for sDs - 34mm diameter M27 300 1 10
Dfc1670550 steel brush for sDs - 37mm diameter M30 300 1 10
Dfc1670600 steel brush for sDs - 40mm diameter - 300 1 10
Dfc1690000 adhesive piston plug #14 M12 - 10 100
Dfc1690050 adhesive piston plug #16 - - 10 100
Dfc1690100 adhesive piston plug #18 M16 - 10 100
Dfc1690150 adhesive piston plug #20 - - 10 100
Dfc1690200 adhesive piston plug #24(22) M20 - 10 100
Dfc1690250 adhesive piston plug #25 - - 10 100
Dfc1690300 adhesive piston plug #28(27/29) M24 - 10 100
Dfc1690350 adhesive piston plug #32 M27 - 10 100
Dfc1690400 adhesive piston plug #35(34/36) M30 - 10 100
BLOw PuMP
SDS COnneCTiOn
STeeL BRuSh
PiSTOn PLug