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Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-25-5X60 Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-25-5X60 Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-25-5X60
Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-25-5X60 - 1
Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-25-5X60 - 2
Concrete screw with pan head W-BS/S - CONCSCR-(W-BS/P)-(A2K)-TX30-25-5X60 - 3

Concrete screw with pan head W-BS/S

Concrete screw W-BS steel zinc plated type P
CONCSCR-(W-BS/P)-(A2K)-TX30-25-5X60

Art.-no. 5929145025
EAN 4046777685350
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Concrete screw with pan head W-BS/S

Art.-no. 5929145025

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)

60 mm

Attachment height (t fix 1)

25 mm

Thread diameter

6.5 mm

Nominal drill-bit diameter (d 0)

5.0 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)

7.0 mm

Head type

Pan head

Type description

W-BS type P

Spacing between tensioning strands and drilled hole ap ≥ [mm] 50
Nominal drill diameter d0 [mm] 6
Through hole in the component being connected df ≤ [mm] 8
Nominal drill diameter d0 [mm] 5 6
Diameter of cutting edges dcut ≤ [mm] 5,40 6,40
Drill hole depth h1 ≥ [mm] 40 40 45 60
Through hole in the component being connected df ≤ [mm] 7 8
Internal drive TX30 TX30
Head diameter dh [mm] 14 15
Screw-head height hh [mm] 3,2 3,5
Max. rated torque of tangential impact screwdriver Timp,max [Nm] 110 160
1) For anchors in a redundant non-structural system
Drill hole depth h0 ≥ [mm] 55 55 75
Through hole in the fixture df ≤ [mm] 7 8
5 35 0,66 0,91 80 80 40 80 6
6 35 0,66 0,91 80 80 40 80 10 10
6 55 1,17 2,37 80 80 40 80 10 185
5 35 0,31 0,46 58 80 35 58 6 8 100
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
5 35 0,46 0,6 80 80 35 80 2 4
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, 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.
C2
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0043
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0128

Art.-no.
Cust. Mat. No.

Hazardous Material

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