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Bonded anchor mortar cartridge W-VD

Compound anchor, mortar cartridge, W-VD
ANC-(W-VD)-M10

Art.-no. 5915010080
EAN 4047376666566
Prices for customers after login
Bonded anchor mortar cartridge W-VD

Art.-no. 5915010080

Prices for customers after login
Quantity
PU
x 10 pcs

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For W-VD bonded anchor capsule systems (uncracked concrete)
  • Individual fastening of non-cracked concrete:

  • W-VD-A anchor rod (with approval) or W-VD-IG female thread anchor (with approval)

  • Compound anchor, cartridge system (pre-mixed mortar quantities in a glass cartridge)

  • Anchor rod is placed while rotating and pushing (rotational movement mixes the two mortar components)

  • The hardened composite mortar seals the drill hole as far as possible

  • Attachment with low expansion pressure allows small axial and edge clearances

  • Anchoring occurs due to combination of mortar, anchor rods and anchoring base. Galvanised steel anchor rod in sizes M8, M10, M12, M16, M20 and M24
Proof of Performance
  • European Technical Approval ETA-06/0074: Individual fixing point + uncracked concrete (anchor rod W-VD-A)

  • Zinc-plated steel: European Technical Approval ETA-06/0074

  • Fire resistance: F30, F60, F90, F120: Exposure to fire on one side according to DIN EN 1363-1:1999-10
Notice

Clean the drill hole: 1x blow out, 1x brush out, 1x blow out, 1x brush out


Insert anchor rod using hammer drill or impact drill in rotation + impact mode.

Drill the hole

1x blow-out


1 pc.


1x blow-out


1 pc.

Resin must flow like honey when cartridge is warm to the touch

Push in cartridge

Set threaded rod rotating/impacting

Visual check of mortar filling quantity

Observe the hardening time

Mount component, apply torque

Drill the hole

1x blow-out


1 pc.


1x blow-out


1 pc.

Resin must flow like honey when cartridge is warm to the touch

Push in cartridge

Mount setting tool

Set threaded rod rotating/impacting

Visual check of mortar filling quantity

Observe the hardening time

Mount component, apply torque

  • European Technical Approval ETA-06/0074: Individual fixing point + uncracked concrete (anchor rod W-VD-A)

  • Zinc-plated steel: European Technical Approval ETA-06/0074

  • Fire resistance: F30, F60, F90, F120: Exposure to fire on one side according to DIN EN 1363-1:1999-10
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Application area
  • Anchorage with European Technical Approval in uncracked concrete (compression zone)

  • The anchor may be used for anchorages with predominantly static loads (e.g. own weight, fittings, stored materials) or quasi-static loads

  • Installation in dry or wet concrete (normal weight concrete with a concrete compressive strength of min. C20/25 and max. C50/60)

  • The temperature in the area surrounding the mortar must not exceed +50°C and, in the short-term, +80°C

  • For use in concrete < C20/25 and pressure-resistant natural stone (without approval)

  • Suitable for fastening metal structures, metal profiles, brackets, base plates, supports, wooden structures, beams etc.

Type description

W-VD M10

Effective anchoring depth (h ef)

90 mm

Suitable for anchor rod

M10

Nominal drill-bit diameter (d 0)

12 mm

Drill hole depth (h 0)

90 mm

Suitable cleaning-brush diameter

13 mm

Approval

ETA-06/0074

Min./max. processing temperature

-5 to 35 °C

Torque during anchoring (T inst)

20 Nm

Shelf life from production/conditions

18 Month / cool and dry storage area, 5°C to 25°C

Minimum component thickness (h min)

120 mm

Min. centre-to-centre distance (s min)

45 mm

Centre-to-centre distance (s cr, N)

180 mm

Min. edge clearance (c min)

45 mm

Edge clearance (c cr, N)

90 mm

Performance data for bonded anchor capsule system W-VD/S
Anchor diameterM8M10M12M16M20M24
Characteristic values
Admissible centric tension load1)
on an individual anchor without the influence of the edge distance
Compressive zone
(uncracked concrete C20/25
M8: s ≥ 3 hef, c ≥ 1.5 hef
M10-M24: s ≥ 2 hef, c ≥ 1 hef)
Nadm [kN] = C20/25
50°C2)/80°C3)
7,911,915,919,829,835,7
Admissible shear load1)
on an individual anchor without the influence of the edge distance
Compressive zone
(uncracked concrete C20/25,
c ≥ 10 hef)
Vadm [kN] = C20/255,18,012,022,334,950,3
Admissible bending momentMadm [Nm]10,921,137,194,9185,7320,6
Fire resistance ratingF30 [kN]2,33,645,269,7915,2822,01
F60 [kN]1,292,043,075,728,9312,86
F90 [kN]0,791,32,03,685,758,28
F120 [kN]0,531,01,52,674,166,0
Minimum spacingsmin [mm]4045556585105
Spacingscr,N [mm]240180220250340420
Minimum edge distancecmin [mm]4045556585105
Edge distanceccr,N [mm]12090110125170210
Minimum member thicknesshmin [mm]110120140160220260
Effective anchorage depthhef [mm]8090110125170210
Nominal drill diameterd0 [mm]101214182528
Diameter of cutting edgesdcut ≤ [mm]10,512,514,518,525,528,5
Drill hole depthh0 ≥ [mm]8090110125170210
Through hole in the component being connecteddf ≤ [mm]91214182226
Torque while installing anchorTinst = [Nm]10204080120180
Cleaning brush diameterD [mm]10,81315192729
Performance data for bonded anchor capsule system W-VD/A4, W-VD/HCR
Anchor diameterM8M10M12M16M20M24
Characteristic values
Admissible centric tension load1)
on an individual anchor without the influence of the edge distance
Compressive zone
(uncracked concrete C20/25
M8: s ≥ 3 hef, c ≥ 1.5 hef
M10-M24: s ≥ 2 hef, c ≥ 1 hef)
Nadm [kN] = C20/25
50°C2)/80°C3)
7,911,915,919,829,835,7
Admissible shear load1)
on an individual anchor without the influence of the edge distance
Compressive zone
(uncracked concrete C20/25,
c ≥ 10 hef)
Vadm [kN] = C20/256,09,213,325,239,456,8
Admissible bending momentMadm [Nm]11,923,842,1106,7207,9359,4
Fire resistance ratingF30 [kN]2,33,645,269,7915,2822,01
F60 [kN]1,292,043,075,728,9312,86
F90 [kN]0,791,32,03,685,758,28
F120 [kN]0,531,01,52,674,166,0
Minimum spacingsmin [mm]4045556585105
Spacingscr,N [mm]240180220250340420
Minimum edge distancecmin [mm]4045556585105
Edge distanceccr,N [mm]12090110125170210
Minimum member thicknesshmin [mm]110120140160220260
Effective anchorage depthhef [mm]8090110125170210
Nominal drill diameterd0 [mm]101214182528
Diameter of cutting edgesdcut ≤ [mm]10,512,514,518,525,528,5
Drill hole depthh0 ≥ [mm]8090110125170210
Through hole in the component being connecteddf ≤ [mm]91214182226
Torque while installing anchorTinst = [Nm]10204080120180
Cleaning brush diameterD [mm]111316202730
Performance data for bonded anchor internal thread capsule system W-VD-IG/S, W-VD-IG/A4

Internal threadM8M10M12M16
Characteristic values
Recommended tensile load
Compressive zone (uncracked concrete C20/25)
Nrec [kN]
= C20/25
7,011,116,125,0
Recommended shear load
Compressive zone (uncracked concrete C20/25)
Vrec [kN]
= C20/25
8,08,39,719,5
Recommended bending momentMrec. [Nm]10,721,437,494,9
Minimum spacingsmin [mm]45455075
Spacingscr,N [mm]225225250300
Minimum edge distancecmin [mm]45455075
Edge distanceccr,N [mm]115115125150
Minimum member thicknesshmin [mm]140140150170
Effective anchorage depthhef [mm]9090100120
Nominal drill diameterd0 [mm]14161825
Drill hole depthh1 ≥ [mm]9090100120
Through hole in the component being connecteddf ≤ [mm]9121418
Torque while installing anchorTinst = [Nm]10204080

Art.-no.
Cust. Mat. No.

Hazardous Material

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