ANCORANTE A VITE TSM-S

ANCORANTE A VITE TSM-S

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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
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

Diametro 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

Diametro 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

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
115732 8×60 mm 0.04 50 Richiedi informazioni
115734 8×70 mm 0.04 50 Richiedi informazioni
115735 8×80 mm 0.04 50 Richiedi informazioni
115741

10 x 70 mm

 0.02 50 Richiedi informazioni
115744 10×90 mm 0.08 50 Richiedi informazioni
115745 10×100 mm 0.08 50 Richiedi informazioni
115748

12×130 mm

 0.12 25 Richiedi informazioni