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Bonded anchor mortar cartridge W-VD

Compound anchor, mortar cartridge, W-VD
ANC-(W-VD)-M8

Art.-no. 5915008080
EAN 4047376669871

Prices for customers after login
Bonded anchor mortar cartridge W-VD

Art.-no. 5915008080

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
Product information

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

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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 M8

Effective anchoring depth (h ef)

80 mm

Suitable for anchor rod

M8

Nominal drill-bit diameter (d 0)

10 mm

Drill hole depth (h 0)

80 mm

Suitable cleaning-brush diameter

10.8 mm

Approval

ETA-06/0074

Min./max. processing temperature

-5 to 35 °C

Torque during anchoring (T inst)

10 Nm

Shelf life from production/conditions

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

Minimum component thickness (h min)

110 mm

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

40 mm

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

240 mm

Min. edge clearance (c min)

40 mm

Edge clearance (c cr, N)

120 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
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Important information:

The information given is based on experience and laboratory conditions and is designed as a guide. However, the actual suitability of a glove depends on the individual conditions of its use and must be confirmed by an appropriate test under operational conditions. Given the variety of materials and chemicals used, the possibility of incompatibility or usage problems for the wearer cannot be excluded in individual cases. We would be happy to advise you about optimum solutions.

Art.-no.
Cust. Mat. No.

Hazardous Material

Product information

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