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Bonded anchor mortar cartridge W-VD - ANC-(W-VD)-M16

Bonded anchor mortar cartridge W-VD

Compound anchor, mortar cartridge, W-VD
ANC-(W-VD)-M16

Art.-no. 5915016095
EAN 4047376666603
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Bonded anchor mortar cartridge W-VD

Art.-no. 5915016095

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

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 M16/W-VD-IG M12 (without approval)

Effective anchoring depth (h ef)

125 mm

Suitable for anchor rod

M16, M12 IT

Nominal drill-bit diameter (d 0)

18 mm

Drill hole depth (h 0)

125 mm

Suitable cleaning-brush diameter

19 mm

Approval

ETA-06/0074

Min./max. processing temperature

-5 to 35 °C

Torque during anchoring (T inst)

80 Nm

Shelf life from production/conditions

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

Minimum component thickness (h min)

160 mm

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

65 mm

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

250 mm

Min. edge clearance (c min)

65 mm

Edge clearance (c cr, N)

125 mm

Performance data for bonded anchor capsule system W-VD/S
Anchor diameter M8 M10 M12 M16 M20 M24
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) 		7,9 11,9 15,9 19,8 29,8 35,7
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] = C20/25 5,1 8,0 12,0 22,3 34,9 50,3
Admissible bending moment Madm [Nm] 10,9 21,1 37,1 94,9 185,7 320,6
Fire resistance rating F30 [kN] 2,3 3,64 5,26 9,79 15,28 22,01
F60 [kN] 1,29 2,04 3,07 5,72 8,93 12,86
F90 [kN] 0,79 1,3 2,0 3,68 5,75 8,28
F120 [kN] 0,53 1,0 1,5 2,67 4,16 6,0
Characteristic values
Minimum spacing smin [mm] 40 45 55 65 85 105
Spacing scr,N [mm] 240 180 220 250 340 420
Minimum edge distance cmin [mm] 40 45 55 65 85 105
Edge distance ccr,N [mm] 120 90 110 125 170 210
Minimum member thickness hmin [mm] 110 120 140 160 220 260
Effective anchorage depth hef [mm] 80 90 110 125 170 210
Nominal drill diameter d0 [mm] 10 12 14 18 25 28
Diameter of cutting edges dcut ≤ [mm] 10,5 12,5 14,5 18,5 25,5 28,5
Drill hole depth h0 ≥ [mm] 80 90 110 125 170 210
Through hole in the component being connected df ≤ [mm] 9 12 14 18 22 26
Torque while installing anchor Tinst = [Nm] 10 20 40 80 120 180
Cleaning brush diameter D [mm] 10,8 13 15 19 27 29
1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, influence of the edge distance and anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C
2) Maximum long-term temperature
3) Maximum short-term temperature
Performance data for bonded anchor internal thread capsule system W-VD-IG/S, W-VD-IG/A4

Internal thread M8 M10 M12 M16
Recommended tensile load
Compressive zone (uncracked concrete C20/25) 		Nrec [kN]
= C20/25 		7,0 11,1 16,1 25,0
Recommended shear load
Compressive zone (uncracked concrete C20/25) 		Vrec [kN]
= C20/25 		8,0 8,3 9,7 19,5
Recommended bending moment Mrec. [Nm] 10,7 21,4 37,4 94,9
Characteristic values
Minimum spacing smin [mm] 45 45 50 75
Spacing scr,N [mm] 225 225 250 300
Minimum edge distance cmin [mm] 45 45 50 75
Edge distance ccr,N [mm] 115 115 125 150
Minimum member thickness hmin [mm] 140 140 150 170
Effective anchorage depth hef [mm] 90 90 100 120
Nominal drill diameter d0 [mm] 14 16 18 25
Drill hole depth h1 ≥ [mm] 90 90 100 120
Through hole in the component being connected df ≤ [mm] 9 12 14 18
Torque while installing anchor Tinst = [Nm] 10 20 40 80
Performance data for bonded anchor capsule system W-VD/A4, W-VD/HCR
Anchor diameter M8 M10 M12 M16 M20 M24
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) 		7,9 11,9 15,9 19,8 29,8 35,7
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] = C20/25 6,0 9,2 13,3 25,2 39,4 56,8
Admissible bending moment Madm [Nm] 11,9 23,8 42,1 106,7 207,9 359,4
Fire resistance rating F30 [kN] 2,3 3,64 5,26 9,79 15,28 22,01
F60 [kN] 1,29 2,04 3,07 5,72 8,93 12,86
F90 [kN] 0,79 1,3 2,0 3,68 5,75 8,28
F120 [kN] 0,53 1,0 1,5 2,67 4,16 6,0
Characteristic values
Minimum spacing smin [mm] 40 45 55 65 85 105
Spacing scr,N [mm] 240 180 220 250 340 420
Minimum edge distance cmin [mm] 40 45 55 65 85 105
Edge distance ccr,N [mm] 120 90 110 125 170 210
Minimum member thickness hmin [mm] 110 120 140 160 220 260
Effective anchorage depth hef [mm] 80 90 110 125 170 210
Nominal drill diameter d0 [mm] 10 12 14 18 25 28
Diameter of cutting edges dcut ≤ [mm] 10,5 12,5 14,5 18,5 25,5 28,5
Drill hole depth h0 ≥ [mm] 80 90 110 125 170 210
Through hole in the component being connected df ≤ [mm] 9 12 14 18 22 26
Torque while installing anchor Tinst = [Nm] 10 20 40 80 120 180
Cleaning brush diameter D [mm] 11 13 16 20 27 30
1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, influence of the edge distance and anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C
2) Maximum long-term temperature
3) Maximum short-term temperature

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