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Concrete screw with hexagon head W-BS/A4

Concrete screw W-BS type S, A4 stainless steel
ANC-(W-BS/S)-A4-WS15-35-65-10X120

Art.-no. 5929221065
EAN 4046777702323

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Concrete screw with hexagon head W-BS/A4

Art.-no. 5929221065

Prices for customers after login
Quantity
PU
x 25 pcs

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Highest load capacities and efficient mounting. Ideal for fastening metal structures in concrete, A4 stainless steel
  • Extremely flexible to use due to three anchorage depths

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

  • Very high loads

  • Smallest spacing and edge distance thanks to very low expansion effect

  • Very fast and easy assembly and immediately load-bearing
Proof of Performance

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


  • Static and quasi-static effects (∅6 - ∅10)

  • Seismic effect, performance category C1 (∅6 - ∅10)

  • Fire resistance R30, R60, R90, R120


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


  • Cracked and uncracked concrete, (∅6)

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

  • Fire resistance R30, R60, R90, R120


DIBt National technical approval/general type approval Z-21.1-2075 as bonded screw anchor for anchoring in concrete (∅10, type S hexagon head)


  • Use in combination with injection mortar WIT-BS as bonded screw anchor WIT-BS

  • In reinforced and non-reinforced and cracked and uncracked concrete C20/25 to C50/60


Tensile capacity in concrete hollow body ceilings, (∅6 - ∅10) - expert report no. 21641 - 2016



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

Notice

From size 8, we recommend the use of a suitable tangential impact screwdriver for installation. The recommended nominal torque must be observed. When used outdoors, the drill hole can be sealed with WIT-BS injectable mortar.

Application area

Steel supports

Brackets

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 effects (∅6 - ∅10)

  • Seismic effect, performance category C1 (∅6 - ∅10)

  • Fire resistance R30, R60, R90, R120


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


  • Cracked and uncracked concrete, (∅6)

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

  • Fire resistance R30, R60, R90, R120


DIBt National technical approval/general type approval Z-21.1-2075 as bonded screw anchor for anchoring in concrete (∅10, type S hexagon head)


  • Use in combination with injection mortar WIT-BS as bonded screw anchor WIT-BS

  • In reinforced and non-reinforced and cracked and uncracked concrete C20/25 to C50/60


Tensile capacity in concrete hollow body ceilings, (∅6 - ∅10) - expert report no. 21641 - 2016



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

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Application area

Individual fixing point with approval (∅6 - ∅10):


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



Multiple anchors in a redundant non-structural system, with approval:


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

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


Suitable for fastening medium to heavy loads in concrete:


  • Mounting of e.g. railings, base plates, supports, metal structures, metal profiles, brackets, etc. in in-place installation

  • Fastenings under seismic conditions in earthquake areas

  • Fastenings under exposure to fire


W-BS/A4 (stainless steel A4) can be used in dry indoor conditions, outdoors (including in industrial atmospheres and coastal areas) or in wet rooms, provided that no particularly aggressive conditions are present



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

Anchor size

10 mm

Anchor length (l)

120 mm

Attachment height (t fix 1)

65 mm

Attachment height (t fix 2)

45 mm

Attachment height (t fix 3)

35 mm

Thread diameter

12 mm

Nominal drill-bit diameter (d 0)

10 mm

Drill hole depth (h 1.1)

65 mm

Drill hole depth (h 1.2)

85 mm

Drill hole depth (h 1.3)

95 mm

Embedding depth (h nom1)

55 mm

Embedding depth (h nom2)

75 mm

Embedding depth (h nom3)

85 mm

External drive

WS15

Material

Stainless steel A4

Surface

Plain

Washer diameter

20 mm

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

14 mm

Head type

Hexagon head

Type description

W-BS A4 type S

Performance data in concrete - fixing point according to ETA-16/0043
Nominal length of thread engagement 85
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)
9,6
Compressive zone
(non-cracked concrete C20/252), s ≥ 3 hef c ≥ 1.5 hef)
11,9
Admissible shear load1)
on an individual anchor without the influence of the edge distance
Tensile zone
(cracked concrete C20/252), s ≥ 10 hef)
16,2
Compressive zone
(non-cracked concrete C20/252), c ≥ 10 hef)
16,2
Admissible load under seismic activity performance categories C1 and C2 see European Technical Assessment ETA-16/0043C1xxxxx
C2
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0043
Anchor size [mm]6
Nominal length of thread engagementhnom [mm]
Anchors in concrete in a non-structural system based on a redundant design3)Nperm. [kN] ≥ C20/25
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)
Compressive zone
(non-cracked concrete C20/252), c ≥ 10 hef)
Permissible bending moment Madm [Nm]
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0128
Performance data in concrete - anchors in a redundant non-structural system according to ETA-16/0128
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]
Installation parameters in concrete
Anchor size [mm]6810
Nominal length of thread engagementhnom [mm]351)4055455565557585
Minimum axis distance smin [mm]3540 4050 50
Axis distancescr,N [mm]8193132105129156129180204
Minimum edge distancecmin [mm]3540 4050 50
Edge distanceccr,N [mm]40,546,56652,564,57864,590102
Minimum member thicknesshmin [mm]80808090102
Nominal drill diameterd0 [mm]6810
Diameter of cutting edgesdcut ≤ [mm]6,408,4510,45
Drill hole depthh1 ≥ [mm]404560556575658595
Through hole in the component being connecteddf ≤ [mm]81214
Width across flats[mm]WS13WS13WS15
Washer diameterdw [mm]151620
Screw-head heighthn [mm]6910
Max. rated torque of tangential impact screwdriverTimp,max [Nm]160300400
Installation parameters in pre-loaded hollow ceiling panels
Anchor size [mm]6
Minimum axis distance smin [mm]100
Minimum edge distancecmin [mm]100
Minimum spacing between the groups of anchorsamin [mm]100
Spacing between cavity axeslc ≥ [mm]100
Spacing between tensioning strandslp ≥ [mm]100
Spacing between tensioning strands and drilled holeap ≥ [mm]50
Nominal drill diameterd0 [mm]6
Through hole in the component being connecteddf ≤ [mm]8

Art.-no.
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