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Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-5-5X40 Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-5-5X40 Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-5-5X40
Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-5-5X40 - 1
Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-5-5X40 - 2
Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-5-5X40 - 3

Concrete screw with pan head W-BS/S

Concrete screw W-BS steel zinc plated type P
CONCSCR-(W-BS/P)-(A2K)-TX30-5-5X40

Art.-no. 5929145005
EAN 4046777685336
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Concrete screw with pan head W-BS/S

Art.-no. 5929145005

Prices for customers after login
Quantity
PU
x 100 pcs

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Ideal for fastening mounting rails, panel materials or fire-protection panels, zinc-plated steel
  • For anchorage in concrete and masonry

  • Extremely flexible application thanks to up to three effective anchorage depths

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

  • High admissible 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 (∅6)

  • Seismic action, performance category C1 (∅6)

  • Fire resistance R30, R60, R90, R120


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


  • Static and quasi-static action (∅5 - ∅6)

  • Fire resistance R30, R60, R90, R120 (∅5 - ∅6)


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


  • Cracked and uncracked concrete, (∅6)

  • Hollow-core prestressed concrete slabs C30/37 - C50/60, (∅6)

  • Fire resistance R30, R60, R90, R120


Fire resistance rating when exposed to fire according to the uniform temperature time curve in masonry (Mz, KSL, KS), and reinforced concrete, (dia. 5 and dia. 6) - expert report no 2101/173/18 - 2018

Notice

When installing with a tangential impact driver, the recommended maximum rated 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 (∅6)

  • Seismic action, performance category C1 (∅6)

  • Fire resistance R30, R60, R90, R120


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


  • Static and quasi-static action (∅5 - ∅6)

  • Fire resistance R30, R60, R90, R120 (∅5 - ∅6)


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


  • Cracked and uncracked concrete, (∅6)

  • Hollow-core prestressed concrete slabs C30/37 - C50/60, (∅6)

  • Fire resistance R30, R60, R90, R120


Fire resistance rating when exposed to fire according to the uniform temperature time curve in masonry (Mz, KSL, KS), and reinforced concrete, (dia. 5 and dia. 6) - expert report no 2101/173/18 - 2018

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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. 5 and 6)

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


Anchorages in masonry with approval (dia. 5-6):


  • In solid calcium silicate block and perforated block

  • In solid block masonry brick


Pan head with an attractive head geometry, ideally suited 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 dia. C20/25 and pressure-resistant natural stone (without approval)

Anchor size

5 mm

Anchor length (l)

40 mm

Attachment height (t fix 1)

5 mm

Thread diameter

6.5 mm

Nominal drill-bit diameter (d 0)

5 mm

Drill hole depth (h 1.1)

40 mm

Embedding depth (h nom1)

35 mm

Internal drive

TX30

Material

Steel

Surface

Zinc plated

Head diameter

14 mm

Through-hole in the component to be connected (d f)

7 mm

Head type

Pan head

Type description

W-BS type P

Performance data in concrete - fixing point according to ETA-16/0043
Anchor size [mm]6
C2
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0043
Length of anchor in drilled holehnom [mm]4055
Admissible centric tension load1)
on an individual anchor without the influence of the edge distance		Tensile zone
(cracked concrete C20/252),
s ≥ 3 hef c ≥ 1.5 hef)		Nperm. [kN] = C20/252)1,01,9
Compressive zone
(non-cracked concrete C20/252),
s ≥ 3 hef c ≥ 1.5 hef)		1,94,3
Admissible shear load1)
on an individual anchor without the influence of the edge distance		Tensile zone
(cracked concrete C20/252), c ≥ 10 hef)		Vperm. [kN] = C20/252)3,03,3
Compressive zone
(non-cracked concrete C20/252), c ≥ 10 hef)		3,33,3
Permissible bending moment Madm [Nm]4,8
Admissible load under seismic activity performance categories C1 and C2 see European Technical Assessment ETA-16/0043C1xx
Performance data in concrete - anchors in a redundant non-structural system according to ETA-16/0128
Anchor size [mm]56
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0128
Length of anchor in drilled holehnom [mm]353555
Anchors in concrete in a non-structural system based on a redundant design3)Nperm. [kN] ≥ C20/250,60,63.64)
Admissible shear load1)
on an individual anchor without the influence of the edge distance		Tensile zone
(cracked concrete C20/252), c ≥ 10 hef)		Vperm. [kN] = C20/252)2,02,03,3
Compressive zone (non-cracked concrete C20/252), c ≥ 10 hef)2,12,83,3
Permissible bending moment Madm [Nm]2,54,8
Performance data in hollow-core prestressed concrete ceilings - anchors in a redundant non-structural system according to ETA-16/0128
Anchor size [mm]6
Mirror thickness [mm]≥ 25≥ 30≥ 35
Anchors in a redundant non-structural system in hollow-core prestressed concrete ceilings5)Fperm. [kN] 0,40,81,2
1) The partial safety factors of the resistances yM regulated in the evaluation/approval and a partial safety factor of the effects of γF = 1.4 have been taken into account. For a combination of tensile and shear loads, for the influence of the edge distance and anchor groups please see the appropriate guidelines e.g. DIN EN 1992-4.
2) The concrete has normal reinforcement. Higher values are possible for higher concrete strengths.
3) The admissible loads were determined without axial influence and the influence of the edge distance.
4) Number of attachment points ≥ 3 and at least one anchor per attachment point produces a load per attachment point of Fperm ≤ 1.4 kN or number of attachment points ≥ 4 and at least one anchor per attachment point produces a load per attachment point of Fperm ≤ 2.1 kN. The admissible loads can be increased if the design shows that the requirements governing the strength and rigidity of the component to be attached remain satisfied even after the failure of an anchor in terms of the limit state of serviceability and load-bearing capacity.
5) The assembly data must be observed.
Installation parameters in concrete
Anchor size [mm]56
Nominal drill diameterd0 [mm]56
Diameter of cutting edgesdcut ≤ [mm]5,406,40
Drill hole depthh1 ≥ [mm]40404560
Through hole in the component being connecteddf ≤ [mm]78
Internal drive TX30TX30
Head diameterdh [mm]1415
Screw-head heighthh [mm]3,23,5
Max. rated torque of tangential impact screwdriverTimp,max [Nm]110160
Nominal length of thread engagementhnom [mm]351)351)4055
Minimum axis distance smin [mm]353540
Axis distancescr,N [mm]818193132
Minimum edge distancecmin [mm]353540
Edge distanceccr,N [mm]40,540,546,566
Minimum member thicknesshmin [mm]8080
1) For anchors in a redundant non-structural system
Installation parameters in pre-loaded hollow ceiling panels
Anchor size [mm]6
Spacing between tensioning strands and drilled hole ap ≥ [mm]50
Nominal drill diameterd0 [mm]6
Through hole in the component being connecteddf ≤ [mm]8
Minimum axis distance smin [mm]100
Minimum edge distancecmin [mm]100
Minimum spacing between the groups of anchors amin [mm]100
Spacing between cavity axes lc ≥ [mm]100
Spacing between tensioning strands lp ≥ [mm]100
Performance data of an individual anchor in solid and perforated block masonry according to ETA-23/0196
Anchor sizeNominal length of thread engagementAdmissible tensile loadAdmissible shear loadMin. edge distanceMin. spacingDistance from jointsMax. torque for manual installationMax. torque for installation with drill/driverInstallation using tangential impact driver
Solid calcium silicate block KS NF in accordance with EN 771-2:2015-11
KS 20 -2.0 - NF - 240 x 115 x 71 mm, stone raw density ρ ≥ 2.0 kg/dm3, stone compressive strength fmean = 26 N/mm2, minimum wall thickness hmin = 240 mm
Silka XL solid calcium silicate block KS 12DF in accordance with DIN EN 771-2:2015-11
KS- R (P) -2.0 - 12DF - 498 x 175 x 148 mm, stone raw density ρ ≥ 1.8 kg/dm3, stone compressive strength fmean = 14 N/mm2, minimum wall thickness hmin = 175 mm
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/dm3, stone compressive strength fmean = 17 N/mm2, minimum wall thickness hmin = 175 mm
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 fmean = 21 N/mm2, minimum wall thickness hmin = 240 mm
5350,660,91808040806
6350,660,91808040801010
6551,172,378080408010 185
5350,310,465880355868100
6350,310,46588035581110100
6550,310,465880355811 100
5350,460,68080358024
6350,460,68080358039
6550,460,68080358039
hnomNadmVadmcminsmin, ||= smin, ⊥cj⊥ ≥cj || ≥Tinst≤Tinst≤Timp,max
[mm][mm][kN][kN][mm][mm][mm][mm][Nm][Nm][Nm]
53510,94808035806 185
6350,890,94808035801110185
6551,40,948080358011 185
Notes:
For further details on compressive strength, edge distances and spacing and installation positions, please refer to ETA-23/0196
To determine the admissible load, the partial safety factor from ETA γM=2.5 was taken into account on the resistance side and a partial safety factor γF=1.4 on the impact side.
The specified values apply to an individual anchor in masonry with fvko: 0.15 [N/mm²] and σd: 0.2 [N/mm²].
For combinations of tensile and shear loads, bending torques or reduced edge distances and spacing, please see ETA-23/0196.
Documentation for brick removal must also be provided.
General installation parameters in masonry:
Anchor sizeDiameter56
Drill hole depthh0 ≥[mm]555575
Through hole in the fixturedf ≤[mm]78
Nominal length of thread engagementhnomhnom1hnom1hnom2
[mm]353555
Nominal drill diameterd0[mm]56
Diameter of cutting edgesdcut ≤[mm]5,46,4

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