ANCORANTE A VITE TSM-S

Impiego

Ancorante a vite in acciaio a testa esagonale con doppia filettatura sulla lunghezza e zigrinatura autobloccante sotto testa per posa diretta su calcestruzzo, certificato ETA opzione 1, idoneo per calcestruzzo fessurato e non fessurato, pietra naturale e mattone pieno.

Certificato per applicazioni sismiche in categoria C1/C2 (Ø8-12) per profondità di ancoraggio hnom3

Caratteristiche:

- ridotto diametro di foratura
- ottima resistenza alle vibrazioni
- permette un ridotto interasse tra ancoranti in quanto l’ancoraggio è privo di espansione

Montaggio

Identificare l’utensile più adatto per montare questo tassello, eseguire e pulire accuratamente il foro. Procedere con l’installazione dopo aver verificato i valori di caricabilità

Dati Tecnici

Materiale: Acciaio, elettrozincato

Estratto dalle condizioni di uso ETA-16/0655
Carichi indicati senza considerare influenza interasse e distanza dal bordo.
Fattori di sicurezza in accordo a ETAG 001 ( YM YF ).

Diametro 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

Diametro 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	Anchoring 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

Diametro 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

Certificati

Certificati ETA-16/0655 e ETA-16/0656; antisismico C1/C2

ANCORANTE A VITE TSM - ETA 16/0655

ANCORANTE A VITE TSM - ETA 16/0656

ANCORANTE A VITE TSM DOP NO. SIKLA 710 SINGLE USE

ANCORANTE A VITE TSM DOP NO. SIKLA 721 MULTIPLE USE

Codice	Nome	Peso	Numero di pezzi
115735	8×80 mm	0.04	50	Richiedi informazioni
115745	10×100 mm	0.08	50	Richiedi informazioni
115748	12×130 mm	0.12	25	Richiedi informazioni