SCREWBOLT TSM-S

SCREWBOLT TSM-S

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Application
Suitable for quick and safe fixation of PROS Channels to concrete and masonry ceilings or walls. To be applied in dry rooms not exposed to high corrosion resistance requirements.

Easy installation via self-cutting action of screwbolt threads into concrete
Small edge and axial distances to adjacent fixings, due to low expansion pressure when installed
No plug necessary
Also fixes into pressure-resistant natural stones and different solid bricks (not part of ETA approval / guideline)
Flexible use for high or standard load performances due to 3 anchoring depths
Approved for the application under seismic impact of category C1/c2 (ø 8 - 12) for anchoring depth hnom3

Installation
Screw in the bolt screw in pre-drilled pilot hole. The special thread guarantees a mechanical form lock with the base material. Fine adjustment of depth is possible if the TSM-IM screw is initially installed too deep.

Technical Data 

Material: Steel, zinc flake coated

Extract from application conditions of ETA-16/0655
Admissible loads not affected by centre and edge distances.
Total safety factor respected according ETAG 001 ( YM YF ).

Diameter 8 mm

  Anchoring depth
hnom1 45 mm		 Anchoring depth
hnom2 55 mm		 Anchoring depth
hnom3 65 mm
Drive SW13 SW13 SW13
Nominal diameter of drill d0 [mm] 8 8 8
Depth of bore hole h1 [mm] 55 65 75
Perm. tensile load cracked conrete      
C20/25 [kN] 2.4 4.3 5.7
C25/30 [kN] 2.6 4.7 6.3
C30/37 [kN] 2.9 5.2 7.0
C40/50 [kN] 3.4 6.1 8.1
C50/60 [kN] 3.7 6.6 8.9
Perm. tensile load non-cracked concrete      
C20/25 [kN] 3.6 5.7 7.6
C25/30 [kN] 3.9 6.3 8.3
C30/37 [kN] 4.3 7.0 9.3
C40/50 [kN] 5.1 8.1 10.8
C50/60 [kN] 5.5 8.9 11.8
Min. thickness of component hmin [mm] 100 100 120
Charact. centre distance scr,N  105 129 156
Charact. edge distance ccr,N  52.5 64.5 78
Min. centre distance smin [mm] 40 50 50
Min. edge distance cmin [mm] 40 50 50
Clearance hole in component ≤ [mm] 12 12 12
Perm. bending moment Mzul [Nm] 14.9 14.9 14.9
Recommended max. torque Tinst [Nm] 20 20 20

Perm. loads under stress of fire in cracked/non-cracked concrete C20/25 to C50/60

  Anchoring depth
hnom1 45 mm		 Anchoring depth
hnom2 55 mm		 Anchoring depth
hnom3 65 mm
Perm. tensile load R30 perm. F [kN] 1.3 2.2 2.4
Perm. tensile load R60 perm. F [kN] 1.3 1.7 1.7
Perm. tensile load R90 perm. F [kN] 1.1 1.1 1.1
Perm. tensile load R120 perm. F [kN] 0.7 0.7 0.7
Charact. centre distance scr,fi  140 172 208
Charact. edge distance ccr,fi  70 86 104

Diameter 10 mm

 

  Anchoring depth
hnom1 55 mm		 Anchoring depth
hnom2 75 mm		 Anchoring depth
hnom3 85 mm
Drive SW15 SW15 SW15
Nominal diameter of drill d0 [mm] 10 10 10
Depth of bore hole h1 [mm] 65 85 95
Perm. tensile load cracked conrete      
C20/25 [kN] 4.3 8.0 9.6
C25/30 [kN] 4.7 8.7 10.5
C30/37 [kN] 5.2 9.7 11.7
C40/50 [kN] 6.1 11.3 13.6
C50/60 [kN] 6.6 12.3 14.9
Perm. tensile load non-cracked concrete      
C20/25 [kN] 5.7 9.5 11.9
C25/30 [kN] 6.3 10.4 13.0
C30/37 [kN] 7.0 11.6 14.5
C40/50 [kN] 8.1 13.5 16.8
C50/60 [kN] 8.9 14.8 18.4
Min. thickness of component hmin [mm] 100 130 130
Charact. centre distance scr,N  129 180 204
Charact. edge distance ccr,N  64.5 90 102
Min. centre distance smin [mm] 50 50 50
Min. edge distance cmin [mm] 50 50 50
Clearance hole in component ≤ [mm] 14 14 14
Perm. bending moment Mzul [Nm] 32 32 32
Recommended max. torque Tinst [Nm] 40 40 40

Perm. loads under stress of fire in cracked/non-cracked concrete C20/25 to C50/60

  Anchoring depth
hnom1 55 mm		 Anchoring depth
hnom2 75 mm		 Anchoring depth
hnom3 85 mm
Perm. tensile load R30 perm. F [kN] 2.2 4.2 4.4
Perm. tensile load R60 perm. F [kN] 2.2 3.3 3.3
Perm. tensile load R90 perm. F [kN] 2.2 2.2 2.2
Perm. tensile load R120 perm. F [kN] 1.7 1.7 1.7
Charact. centre distance scr,fi  172 240 272
Charact. edge distance ccr,fi  86 120 136

Diameter 12 mm

  Anchoring depth
hnom1 65 mm		 Anchoring depth
hnom2 85 mm		 Anchoring depth
hnom3 100 mm
Drive SW17 SW17 SW17
Nominal diameter of drill d0 [mm] 12 12 12
Depth of bore hole h1 [mm] 75 95 110
Perm. tensile load cracked conrete      
C20/25 [kN] 5.7 9.4 12.3
C25/30 [kN] 6.3 10.3 13.4
C30/37 [kN] 7.0 11.4 14.9
C40/50 [kN] 8.1 13.3 17.3
C50/60 [kN] 8.9 14.6 19.0
Perm. tensile load non-cracked concrete      
C20/25 [kN] 7.6 13.2 17.2
C25/30 [kN] 8.3 14.4 18.8
C30/37 [kN] 9.3 16.0 20.9
C40/50 [kN] 10.8 18.7 24.3
C50/60 [kN] 11.8 20.4 26.7
Min. thickness of component hmin [mm] 120 130 150
Charact. centre distance scr,N  150 201 240
Charact. edge distance ccr,N  75 100.5 120
Min. centre distance smin [mm] 50 50 70
Min. edge distance cmin [mm] 50 50 70
Clearance hole in component ≤ [mm] 16 16 16
Perm. bending moment Mzul [Nm] 64.6 64.6 64.6
Recommended max. torque Tinst [Nm] 60 60 60

Perm. loads under stress of fire in cracked/non-cracked concrete C20/25 to C50/60

  Anchoring depth
hnom1 65 mm		 Anchoring depth
hnom2 85 mm		 Anchoring depth
hnom3 100 mm
Perm. tensile load R30 perm. [kN] 3.0 4.9 6.4
Perm. tensile load R60 perm. F [kN] 3.0 4.9 5.8
Perm. tensile load R90 perm. [kN] 3.0 4.2 4.2
Perm. tensile load R120 perm. [kN] 2.4 3.4 3.4
Charact. centre distance scr,fi  200 268 320
Charact. edge distance ccr,fi  100 134 160

Approvals / Compliance

Approvals ETA-16/0655 and ETA-16/0656

Screwbolt TSM - ETA 16/0655

Screwbolt TSM - ETA 16/0656

Screwbolt TSM DoP No. SIKLA 710 Single use

Screwbolt TSM DoP No. SIKLA 710 Multiple use

Code Name Weight Number of pieces
115734 8×70 mm 0.04 50 Information request
115732 8×60 mm 0.04 50 Information request
115735 8×80 mm 0.04 50 Information request
115745 10×100 mm 0.08 50 Information request
115748 12×130 mm 0.12 25 Information request