Screwbolt TSM-S

Fixings and Fastenings

Screwbolt TSM-S

Group:

1407

Application

Suitable for quick and safe fixation of Sikla 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 (ø 8 - 14) for anchoring depth h_nom3
For single fixings it is possible to additionally seal the drill hole with a special injecton resin against water ingress, prior to the fixing being installed and before the injection resin sets

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

Single fixing:

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

Diameter 6 mm

	Anchoring depth 40 mm	Anchoring depth 55 mm
Drive	SW13	SW13
Nominal diameter of drill d₀ [mm]	6	6
Depth of bore hole h₁ [mm]	45	60
Perm. tensile load cracked conrete
C20/25 [kN]	1.0	1.9
C25/30 [kN]	1.0	2.1
C30/37 [kN]	1.2	2.3
C40/50 [kN]	1.3	2.7
C50/60 [kN]	1.5	3.0
Perm. tensile load non-cracked concrete
C20/25 [kN]	1.9	4.3
C25/30 [kN]	2.1	4.7
C30/37 [kN]	2.3	5.2
C40/50 [kN]	2.7	6.1
C50/60 [kN]	3.0	6.6
Min. thickness of component h_min [mm]	100	100
Charact. centre distance s_cr,N	93	132
Charact. edge distance c_cr,N	46,5	66
Min. centre distance s_min [mm]	40	40
Min. edge distance c_min [mm]	40	40
Clearance hole in component ≤ [mm]	8	8
Perm. bending moment M_zul [Nm]	5.7	5.7
Recommended max. torque T_inst [Nm]	10	10

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

	Anchoring depth 40 mm	Anchoring depth 55 mm
Perm. tensile load R30 perm. F [kN]	0.5	0.9
Perm. tensile load R60 perm. F [kN]	0.5	0.8
Perm. tensile load R90 perm. F [kN]	0.5	0.6
Perm. tensile load R120 perm. F [kN]	0.4	0.4
Charact. centre distance s_cr,fi	124	176
Charact. edge distance c_cr,fi	62	88

Diameter 8 mm

	Anchoring depth h_nom1 45 mm	Anchoring depth h_nom2 55 mm	Anchoring depth h_nom3 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 h_min [mm]	100	100	120
Charact. centre distance s_cr,N	105	129	156
Charact. edge distance c_cr,N	52.5	64.5	78
Min. centre distance s_min [mm]	40	50	50
Min. edge distance c_min [mm]	40	50	50
Clearance hole in component ≤ [mm]	12	12	12
Perm. bending moment M_zul [Nm]	14.9	14.9	14.9
Recommended max. torque T_inst [Nm]	20	20	20

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

	Anchoring depth h_nom1 45 mm	Anchoring depth h_nom2 55 mm	Anchoring depth h_nom3 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 s_cr,fi	140	172	208
Charact. edge distance c_cr,fi	70	86	104

Diameter 10 mm

	Anchoring depth h_nom1 55 mm	Anchoring depth h_nom2 75 mm	Anchoring depth h_nom3 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 h_min [mm]	100	130	130
Charact. centre distance s_cr,N	129	180	204
Charact. edge distance c_cr,N	64.5	90	102
Min. centre distance s_min [mm]	50	50	50
Min. edge distance c_min [mm]	50	50	50
Clearance hole in component ≤ [mm]	14	14	14
Perm. bending moment M_zul [Nm]	32	32	32
Recommended max. torque T_inst [Nm]	40	40	40

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

	Anchoring depth h_nom1 55 mm	Anchoring depth h_nom2 75 mm	Anchorind depth h_nom3 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 s_cr,fi	172	240	272
Charact. edge distance c_cr,fi	86	120	136

Diameter 12 mm

	Anchoring depth h_nom1 65 mm	Anchoring depth h_nom2 85 mm	Anchoring depth h_nom3 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 h_min [mm]	120	130	150
Charact. centre distance s_cr,N	150	201	240
Charact. edge distance c_cr,N	75	100.5	120
Min. centre distance s_min [mm]	50	50	70
Min. edge distance c_min [mm]	50	50	70
Clearance hole in component ≤ [mm]	16	16	16
Perm. bending moment M_zul [Nm]	64.6	64.6	64.6
Recommended max. torque T_inst [Nm]	60	60	60

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

	Anchoring depth h_nom1 65 mm	Anchoring depth h_nom2 85 mm	Anchoring depth h_nom3 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 s_cr,fi	200	268	320
Charact. edge distance c_cr,fi	100	134	160

Multiple fixing:

Extract from application conditions of ETA-16/0656
For multiple mounting solutions of non-load-bearing systems acc. ETAG 001, part 6.
Safety factor acc. ETAG 001 is included ( Y_M Y_F ).
The perm. loads per fixing point for the respective countries are regulated in ETAG 001, part 6.

	Anchoring depth 35 mm	Anchoring depth 55 mm
Drive	SW13	SW13
Nominal diameter of drill d₀ [mm]	6	6
Depth of bore hole h₁ [mm]	40	60
Perm. tensile load in cracked concrete
C20/25 [kN]	0.6	3.6
C25/30 [kN]	0.7	3.9
C30/37 [kN]	0.7	4.3
C40/50 [kN]	0.8	5.1
C50/60 [kN]	0.9	5.5
Zul. Perm. tensile load in non-cracked concrete
C20/25 [kN]	0.6	3.6
C25/30 [kN]	0.7	3.9
C30/37 [kN]	0.7	4.3
C40/50 [kN]	0.8	5.1
C50/60 [kN]	0.9	5.5
Min. thickness of component h_min [mm]	80	100
Charact. centre distance s_cr,N	81	132
Charact. edge distance c_cr,N	40.5	66
Min. centre distance s_min [mm]	35	40
Min. edge distance c_min [mm]	35	40
Clearance hole in component ≤ [mm]	8	8
Recommended max. torque T_inst [Nm]	10	10

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

	Anchoring depth 35 mm	Anchoring depth 55 mm
Perm. tensile load R30 perm. F [kN]	0.38	0.9
Perm. tensile load R60 perm. F [kN]	0.38	0.8
Perm. tensile load R90 perm. F [kN]	0.38	0.6
Perm. tensile load R120 perm. F [kN]	0.30	0.4
Charact. centre distance s_cr,N	108	176
Charact. edge distance c_cr,N	54	88

Prestressed concrete hollow plate ceilings C30/37 to C50/60

Anchoring depth h_nom [mm]			≥ 35
Nominal diameter of drill d₀ [mm]			6
Depth of bore hole h₁ [mm]			40
Recommended max. torque T_inst [Nm]			10
Level size db [mm]	≥ 25	≥ 30	≥ 35
Perm. tensile load [kN]	0.4	0.8	1.2
Min. centre distance s_min [mm]	100	100	100
Min. edge distance c_min [mm]	100	100	100

For calculation the whole approval is to be respected.

Material:

Steel, zinc flake coated

Approvals / Compliance

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

Screwbolt TSM - ETA 16/0655 PDF | 1.8 MB Screwbolt TSM - ETA 16/0656 PDF | 1.8 MB Screwbolt TSM DoP No. SIKLA 710 Single use PDF | 803.1 KB Screwbolt TSM DoP No. Sikla 721 Multiple use PDF | 921.6 KB

* Only to be used as multiple fixing for non-load-bearing systems in concrete and prestressed concrete hollow plate ceilings.

Type	Length [mm]	A/F	W [kg]	Quantity [pack]	Part number
6 x 40 *	40	13 mm	0,02	100	115737
6 x 50	50	13 mm	0,02	100	115720
6 x 60	60	13 mm	0,02	100	115723
6 x 80	80	13 mm	0,02	100	115738
6 x 100	100	13 mm	0,03	100	115739
8 x 50	50	13 mm	0,03	50	115731
8 x 60	60	13 mm	0,04	50	115732
8 x 70	70	13 mm	0,04	50	115734
8 x 80	80	13 mm	0,04	50	115735
8 x 90	90	13 mm	0,05	50	115736
8 x 100	100	13 mm	0,05	50	115728
8 x 120	120	13 mm	0,06	50	115729
8 x 140	140	13 mm	0,07	50	115730
10 x 60	60	15 mm	0,06	50	115740
10 x 70	70	15 mm	0,06	50	115741
10 x 80	80	15 mm	0,07	50	115743
10 x 90	90	15 mm	0,07	50	115744
10 x 100	100	15 mm	0,08	50	115745
10 x 140	140	15 mm	0,11	50	115746
12 x 110	110	17 mm	0,12	25	115747
12 x 130	130	17 mm	0,13	25	115748
12 x 150	150	17 mm	0,15	25	115749