Concrete screw with large pan head W-BS/S - CONCSCR-(W-BS/LP)-(A2K)-TX30-5-25-6X60

Concrete screw with large pan head W-BS/S - CONCSCR-(W-BS/LP)-(A2K)-TX30-5-25-6X60 - 1

Concrete screw with large pan head W-BS/S

Name: Concrete screw with large pan head W-BS/S
Brand: Würth
SKU: 5929156025

Concrete screw W-BS steel zp large pan head type P
CONCSCR-(W-BS/LP)-(A2K)-TX30-5-25-6X60

Art.-no. 5929156025

EAN 4046777685428

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Concrete screw with large pan head W-BS/S

Art.-no. 5929156025

Prices for customers after login

Quantity

x 100 pcs

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Extra-large contact surface specifically designed for fastening mounting rails, zinc-plated steel

For anchorage in concrete and masonry

Extremely flexible application thanks to up to three effective anchorage depths

Extra-large pan head with large contact surface

Fastening can be adjusted up to two times after installation, for example in order to align rails or anchor plates (please refer to the installation instructions)

High loads

Very low spacing and edge distances thanks to very low expansion effect

Very fast and easy installation and immediate load-bearing capacity

Proof of Performance

European Technical Assessment ETA-16/0043 for individual fixing point, option 1, cracked and uncracked concrete:

Static and quasi-static action (dia. 6)

Seismic action, performance category C1 (dia. 6)

Fire resistance R30, R60, R90, R120

European Technical Assessment ETA-23/0196 for anchorage in masonry

Static and quasi-static action (dia. 6)

Fire resistance R30, R60, R90, R120 (dia. 6)

European Technical Assessment ETA-16/0128 for anchors in a redundant non-structural system:

Cracked and uncracked concrete, (dia. 6)

Hollow-core prestressed concrete ceilings C30/37-C50/60, (dia. 6)

Fire resistance R30, R60, R90, R120

Fire resistance rating when exposed to fire according to the standard temperature time curve in masonry (Mz, KSL, KS) and reinforced concrete - expert report no 2101/173/18 - 2018

Notice

When installing with a tangential impact driver, the recommended maximum nominal torque must be observed. When used in masonry, the stone-specific installation data according to ETA-23/0196 must be observed.

Application area

Adjustment - subsequent aligning possible

Create the drill hole

Clean the drill hole

Place screw

Screw in the screw

Considered installed when the head is close fitting

Screw out the screw max. 2x each by max. 10 mm. Underlay. Screw in

Considered installed when the head is close fitting. Lining max. 10 mm. The required embedment depth must be maintained as a minimum

Locate the tensioning strand

Mark the tensioning strand and locate the next one

Mark the tensioning strands. Specify the drilling range

Create the drill hole. Observe spacing

Clean the drill hole

Screw in the screw

Considered installed when the head is close fitting. Observe the embedment depth/mirror thickness

European Technical Assessment ETA-16/0043 for individual fixing point, option 1, cracked and uncracked concrete:

Static and quasi-static action (dia. 6)

Seismic action, performance category C1 (dia. 6)

Fire resistance R30, R60, R90, R120

European Technical Assessment ETA-23/0196 for anchorage in masonry

Static and quasi-static action (dia. 6)

Fire resistance R30, R60, R90, R120 (dia. 6)

European Technical Assessment ETA-16/0128 for anchors in a redundant non-structural system:

Cracked and uncracked concrete, (dia. 6)

Hollow-core prestressed concrete ceilings C30/37-C50/60, (dia. 6)

Fire resistance R30, R60, R90, R120

Fire resistance rating when exposed to fire according to the standard temperature time curve in masonry (Mz, KSL, KS) and reinforced concrete - expert report no 2101/173/18 - 2018

Product information

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

Application area

Anchorages in concrete, individual fixing point with approval (dia. 6):

In normal weight concrete C20/25 to C50/60 (cracked and uncracked concrete)

Anchors in a redundant non-structural system in concrete, with approval:

In normal weight concrete C20/25 to C50/60 (cracked and uncracked concrete), (dia. 6)

In hollow-core prestressed concrete ceilings C30/37-C50/60, (dia. 6)

Anchorages in masonry with approval (dia. 6):

In solid calcium silicate block and perforated block

In solid block masonry brick

Attractive head geometry with large head contact surface, ideal for fastening medium loads in concrete and light to medium loads in masonry:

Fastening of e.g. mounting rails, panels, sheets, fire protection panels, handrails, metal profiles, brackets, wooden substructures etc. in in-place installation

Fastenings subject to seismic activity in earthquake-prone areas (only concrete)

Fastenings subject to exposure to fire

W-BS/S (galvanised steel) may only be used in dry indoor room conditions

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

Anchor size	6 mm
Anchor length (l)	60 mm
Attachment height (t fix 1)	25 mm
Attachment height (t fix 2)	20 mm
Attachment height (t fix 3)	5 mm
Thread diameter	7.5 mm
Nominal drill-bit diameter (d 0)	6.0 mm
Drill hole depth (h 1.1)	40 mm
Drill hole depth (h 1.2)	45 mm
Drill hole depth (h 1.3)	65 mm
Embedding depth (h nom1)	35 mm
Embedding depth (h nom2)	40 mm
Embedding depth (h nom3)	55 mm
Internal drive	TX30
Material	Steel
Surface	Zinc plated
Head diameter	18 mm
Through-hole in the component to be connected (d f)	8.0 mm
Head type	Pan head
Type description	W-BS type LP

Nominal drill diameter	d₀ [mm]	6
Through hole in the component being connected	d_f ≤ [mm]	8

Minimum member thickness	h_min [mm]	80
Nominal drill diameter	d₀ [mm]	6
Diameter of cutting edges	d_cut ≤ [mm]	6,40
Drill hole depth	h₁ ≥ [mm]	40	45	60
Through hole in the component being connected	d_f ≤ [mm]	8
Internal drive		TX30
Head diameter	d_h [mm]	18
Screw-head height	h_h [mm]	3,6
Max. rated torque of tangential impact screwdriver	T_imp,max [Nm]	160
¹⁾For anchors in a redundant non-structural system

Drill hole depth	h₀ ≥	[mm]	55	75
Through hole in the fixture	d_f ≤	[mm]	8

6	35	0,66	0,91	80	80	40	80	10	10
6	55	1,17	2,37	80	80	40	80	10		185
Hollow calcium silicate block KS L, 3DF in accordance with DIN EN 771-2:2015-11 SWKV KSL 12 - 1.6 - 3DF - 240 x 175 x 113 mm, stone raw density ρ ≥ 1.5 kg/dm^₃, stone compressive strength f_mean = 17 N/mm², minimum wall thickness h_min = 175 mm
6	35	0,31	0,46	58	80	35	58	11	10	100
6	55	0,31	0,46	58	80	35	58	11		100
Masonry brick Mz in accordance with DIN EN 771-1:2015-11 Mz 20 - 2.0 - NF - 240 x 115 x 75 mm, stone raw density ρ ≥ 2.1 kg/dm³, stone compressive strength f_mean = 21 N/mm², minimum wall thickness h_min = 240 mm
6	35	0,46	0,6	80	80	35	80	3	9
6	55	0,46	0,6	80	80	35	80	3	9
Notes: For further details on compressive strength, spacing, edge distances and installation positions, please refer to ETA-23/0196 To determine the admissible load, the partial safety factor from ETA γ_M=2.5 was taken into account on the resistance side and a partial safety factor γ_F=1.4 on the impact side. The specified values apply to an individual anchor in masonry with f_vko: 0.15 [N/mm²] and σ_d: 0.2 [N/mm²]. For combinations of tensile and shear loads, bending torques or reduced spacing and edge distances, please see ETA-23/0196. Documentation for block removal must also be provided.

Permissible bending moment	M_adm [Nm]	4,8
Admissible load under seismic activity performance categories C1 and C2 see European Technical Assessment ETA-16/0043	C1	x	x
	C2
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0043

Permissible bending moment		M_adm [Nm]	2,5	4,8
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0128

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