Bonded anchor mortar cartridge W-VD

Name: Bonded anchor mortar cartridge W-VD
Brand: Würth
SKU: 5915012095

Compound anchor, mortar cartridge, W-VD
ANC-(W-VD)-M12

Art.-no. 5915012095

EAN 4045989744541

All versions

Prices for customers after login

Bonded anchor mortar cartridge W-VD

Art.-no. 5915012095

Prices for customers after login

Quantity

x 10 pcs

Exclusively for trade customers

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Specification

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

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.

Technical information

Type description	W-VD M12/W-VD IG M8 (without approval)
Effective anchoring depth (h ef)	110 mm
Suitable for anchor rod	M12, M8 IT
Nominal drill-bit diameter (d 0)	14 mm
Drill hole depth (h 0)	110 mm
Suitable cleaning-brush diameter	15 mm
Approval	ETA-06/0074
Min./max. processing temperature	-5 to 35 °C
Torque during anchoring (T inst)	40 Nm
Shelf life from production/conditions	18 Month / cool and dry storage area, 5°C to 25°C
Minimum component thickness (h min)	140 mm
Min. centre-to-centre distance (s min)	55 mm
Centre-to-centre distance (s cr, N)	220 mm
Min. edge clearance (c min)	55 mm
Edge clearance (c cr, N)	110 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 h_ef, c ≥ 1.5 h_ef M10-M24: s ≥ 2 h_ef, c ≥ 1 h_ef)	N_adm [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 h_ef)	V_adm [kN] = C20/25	5,1	8,0	12,0	22,3	34,9	50,3
Admissible bending moment		M_adm [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		s_min [mm]	40	45	55	65	85	105
Spacing		s_cr,N [mm]	240	180	220	250	340	420
Minimum edge distance		c_min [mm]	40	45	55	65	85	105
Edge distance		c_cr,N [mm]	120	90	110	125	170	210
Minimum member thickness		h_min [mm]	110	120	140	160	220	260
Effective anchorage depth		h_ef [mm]	80	90	110	125	170	210
Nominal drill diameter		d₀ [mm]	10	12	14	18	25	28
Diameter of cutting edges		d_cut ≤ [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		d_f ≤ [mm]	9	12	14	18	22	26
Torque while installing anchor		T_inst = [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 γ_F = 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)	N_rec [kN] = C20/25	7,0	11,1	16,1	25,0
Recommended shear load Compressive zone (uncracked concrete C20/25)	V_rec [kN] = C20/25	8,0	8,3	9,7	19,5
Recommended bending moment	M_rec. [Nm]	10,7	21,4	37,4	94,9
Characteristic values
Minimum spacing	s_min [mm]	45	45	50	75
Spacing	s_cr,N [mm]	225	225	250	300
Minimum edge distance	c_min [mm]	45	45	50	75
Edge distance	c_cr,N [mm]	115	115	125	150
Minimum member thickness	h_min [mm]	140	140	150	170
Effective anchorage depth	h_ef [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	d_f ≤ [mm]	9	12	14	18
Torque while installing anchor	T_inst = [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 h_ef, c ≥ 1.5 h_ef M10-M24: s ≥ 2 h_ef, c ≥ 1 h_ef)	N_adm [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 h_ef)	V_adm [kN] = C20/25	6,0	9,2	13,3	25,2	39,4	56,8
Admissible bending moment		M_adm [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		s_min [mm]	40	45	55	65	85	105
Spacing		s_cr,N [mm]	240	180	220	250	340	420
Minimum edge distance		c_min [mm]	40	45	55	65	85	105
Edge distance		c_cr,N [mm]	120	90	110	125	170	210
Minimum member thickness		h_min [mm]	110	120	140	160	220	260
Effective anchorage depth		h_ef [mm]	80	90	110	125	170	210
Nominal drill diameter		d₀ [mm]	10	12	14	18	25	28
Diameter of cutting edges		d_cut ≤ [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		d_f ≤ [mm]	9	12	14	18	22	26
Torque while installing anchor		T_inst = [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 γ_F = 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