Horgonycsavar 8/30

Cikkszám	96189FIS
Átmérő
Hossz
Márka	Fischer
Fő jellemzők	Functioning - The FAZ II is suitable for pre-positioned and push-through installation; also suitable for stand-off installation under certain conditions. - Prior to installation, place the hexagon nut in the optimal position (the drive-in pin projects by approx. 3 mm out of the hexagon nut). - When applying the torque, the cone bolt is pulled into the expansion clip and expands it against the drill hole wall. - The head embossing offers a simple control of the anchoring. - In the case of series installation, we recommend using the FABS bolt anchor setting tool.
Info	d_o= Nominal diameter of drill bit. Min. t_d= Recommended drilling depth. h_ef= Effective anchorage depth. t_fix= Grip range. s = Width across flats. kN = Load in kN. The allowable load is valid for one single anchor, at cracked concrete (tensile zone) with concrete class C20/25, incl. partial safety factor γ_f= 1,4 and if the S_cr, N and C_cr, N are taken in to account. Final calculations should comply with the complete European Technical Approval (ETA), this approval is also available on request.

Csomagolás: 1

Műszaki adatok

Átmérő	M8
Hossz	58 mm
Márka	Fischer
Fő jellemzők	Functioning - The FAZ II is suitable for pre-positioned and push-through installation; also suitable for stand-off installation under certain conditions. - Prior to installation, place the hexagon nut in the optimal position (the drive-in pin projects by approx. 3 mm out of the hexagon nut). - When applying the torque, the cone bolt is pulled into the expansion clip and expands it against the drill hole wall. - The head embossing offers a simple control of the anchoring. - In the case of series installation, we recommend using the FABS bolt anchor setting tool.
Info	d_o= Nominal diameter of drill bit. Min. t_d= Recommended drilling depth. h_ef= Effective anchorage depth. t_fix= Grip range. s = Width across flats. kN = Load in kN. The allowable load is valid for one single anchor, at cracked concrete (tensile zone) with concrete class C20/25, incl. partial safety factor γ_f= 1,4 and if the S_cr, N and C_cr, N are taken in to account. Final calculations should comply with the complete European Technical Approval (ETA), this approval is also available on request.

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