inst d u Building materials Approvals Qualities
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1 No. Name 5 3 / Material 1 Stud Zinc plated steel / A4 ( ) 2 Expansion sleeve A2 / A4 ( ) 3 Waser DIN 125A Zinc plated steel / A4 ( ) T inst t d fix f d u do SW l G No. Name l d nom ef Material 4 Waser DIN 9021 Zinc plated steel 5 Hexagon-nut DIN Zinc plated steel / A4 ( ) 1 min Building materials Approvals Qualities C20/25 C50/60 Caracteristics Efficient and time-saving solution for complex serial assemblies Expansion sleeve in A2 on zinc plated trougbolt Expansion sleeve in A4 on crome plated steel ancor A4 Te special design of te expansion sleeve gives a guaranteed old in te base material Te long tread makes distance assemblies possible Applications Heavy duty ancorage in concrete Heavy duty ancorage in natural stone wit dense structure Fastening of metal constructions, macines, cable trays, railings, wood constructions (wit big wasers) Installation Take drill ole-ø and drill ole dept from te table Clean te drill ole wit a brus, ten blow it out wit a purging pump Position pre-drilled Building materials, drive in te trougbolt Tigten te nut wit a torque spanner to te predetermined value T inst If predetermined bending moment sets off, te accurate assembly is guaranteed 1
2 Trougbolt wit waser ancor DIN grade 125A8.8 steel zinc plated wit stainless steel clip Ancor size M6 M 8 M 10 kn V Emp Recommended sear loads kn M Emp Recommended bending moment Nm c Nom. distance to edge mm s Nom. distance betw. ancors mm min Min. tickness base material mm ef Effective ancorage dept mm SW Spanner size mm T inst Torque at ancoring Nm Drill ole dept mm d 0 Drill ole-ø in te building material mm d f Clearance ole in fixture mm d u Waser-Ø mm l G Tread lengt mm l Plug lengt mm d nom Outside-Ø plug mm t fix Assembling lengt usable mm Usable lengt code A D G J A C E H L T A C E H K N R T Trougbolt wit Waser DIN 125A Part of approval x x x x x x x x x x x x x Trougbolt wit Waser ancor DIN grade 125A 8.8 steel zinc plated wit stainless steel clip Ancor size M 12 M 16 M 20 N Emp kn V Emp Recommended sear loads kn M Emp Recommended bending moment Nm c Nom. distance to edge mm s Nom. distance betw. ancors mm min Min. tickness base material mm ef Effective ancorage dept mm SW Spanner size mm T inst Torque at ancoring Nm Drill ole dept mm d 0 Drill ole-ø in te building material mm d f Clearance ole in fixture mm d u Waser-Ø mm l G Tread lengt mm l Plug lengt mm d nom Outside-Ø plug mm t fix Assembling lengt usable mm Usable lengt code A E H L P S A C E H K O Ancor wit waser DIN 125A Part of approval x x x x x x x x x x
3 Trougbolt stainless ancor A4 stainless steel grade A4-316 Ancor size M6 M 8 M 10 kn V Emp Recommended sear loads kn M Emp Recommended bending moment Nm c Nom. distance to edge mm s Nom. distance betw. ancors mm min Min. tickness base material mm ef Effective ancorage dept mm SW Spanner size mm T inst Torque at ancoring Nm Drill ole dept mm d 0 Drill ole-ø in te building material mm d f Clearance ole in fixture mm d u Waser-Ø mm l G Tread lengt mm l Plug lengt mm d nom Outside-Ø plug mm t fix Assembling lengt usable mm Usable lengt code A D G J A C E H L T A C E H K N R T Trougbolt stainless A Part of approval x x x x x x x x x x x x x Trougbolt stainless ancor A4 stainless steel grade A4-316 Ancor size M 12 M 16 M 20 kn V Emp Recommended sear loads kn M Emp Recommended bending moment Nm c Nom. distance to edge mm s Nom. distance betw. ancors mm min Min. tickness base material mm ef Effective ancorage dept mm SW Spanner size mm T inst Torque at ancoring Nm Drill ole dept mm d 0 Drill ole-ø in te building material mm d f Clearance ole in fixture mm d u Waser-Ø mm l G Tread lengt mm l Plug lengt mm d nom Outside-Ø plug mm t fix Assembling lengt usable mm Usable lengt code A E H L P S A C E H K O - Trougbolt stainless A Part of approval x x x x x x x x x
4 Reduction factors for centre spacing Reduction factors for Trougbolt Distance between ancors, if te nominal distance between ancors is below: Dimensions and setting dept M6 M 8 M 10 M12 M16 M20 Setting dept mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm 1 4
5 Reduction factors for distance to a remote edge Reduction factors for Trougbolt, if te nominal distance to edge is below: Distance to edge Dimensions and Setting dept M6 M 8 M 10 M12 M16 M20 Setting dept mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm 1 Increase factors If te concrete strengt is iger tan C20/25 te tension loads can be multiplied by following factors: Concrete strengt Increase factor C30/ C40/ C50/
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