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Betonstahl in Ringen nach DIN 488-1/3/6 B500A, Aichach

Betonstahl in Ringen mit Sonderrippung “TWR” nach Z-1.2-260, Aichach

Mechanische Schraubverbindungen –  “MODIX-Verbindung” nach Z-1.5-177, Aichach

Widerstandspunktgeschweißte Betonstähle – “SAK” nach DIN EN ISO 17660-2, Aichach

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Bad Schönborn

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500A Denkendorf

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Denkendorf

Concrete reinforcement steel, ring shape with special ripping “TWR” according to Z-1.2-260 B500B, Denkendorf

Concrete reinforcement steel, ring shape with special ripping “FWR” according to Z-1.2-279 B500B, Denkendorf

Mechanical screw connections – “MODIX-connection” according to Z-1.5-177, Denkendorf

Thread bar coupling –  “System ANCON TAPER THREAD“ according to Z-1.5-179, Denkendorf

Resistance welded concrete reinforcing steels – “SAK” according to DIN EN ISO 17660-2, Denkendorf

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Dessau-Roßlau

Mechanical screw connections –  “MODIX-connection” according to Z-1.5-177, Dessau-Roßlau

Thread bar coupling – “System ANCON TAPER THREAD” according to Z-1.5-179, Dessau-Roßlau

Resistance welded concrete reinforcing Steels – “SAK” according to DIN EN ISO 17660-2, Dessau-Roßlau

Constructor’s qualification for welding of reinforced steel according to DIN EN ISO 17660-1/2, Dessau-Roßlau

Load-bearing components and building kits for steel constructions up to EXC2 according to EN 1090-2, Dessau-Roßlau

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500A, Dornstetten

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Dornstetten

Mechanical screw connections – “MODIX-connection” according to Z-1.5-177, Dornstetten

Stahlwerk-Annahütte-thread bar coupling according to SAS500, Dornstetten

Resistance welded concrete reinforcing steels – “SAK” according to DIN EN ISO 17660-2, Dornstetten

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500A, Dusslingen

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Dusslingen

Mechanical screw connections – “MODIX-connection” according to Z-1.5-177, Dusslingen

Thread bar coupling – “System ANCON TAPER THREAD” according to Z-1.5-179, Dusslingen

Resistance welded concrete reinforcing steels – “SAK” according to DIN EN ISO 17660-2, Dusslingen

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500A, Göppingen

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Göppingen

Concrete reinforcement steel, ring shape with special ripping “TWR” according to Z-1.2 260 B500B, Göppingen

Thread bar coupling  – “System ANCON TAPER THREAD” according to Z-1.5-179, Göppingen

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500A, Lübeck

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Lübeck

Mechanical screw connections – “MODIX-connection” according to Z-1.5-177, Lübeck

Thread bar coupling – “System ANCON TAPER THREAD” according to Z-1.5-179, Lübeck

Constructor’s qualification for Welding of reinforced steel according to DIN EN ISO-17660-1/2, Lübeck

Load-bearing components and building kits for steel constructions up to EXC2 according to EN 1090-2, Lübeck

Betonstahl in Ringen nach DIN 488-1/3/6 B500B, München

Betonstahl in Ringen mit Sonderrippung “TWR” nach Z-1.2-260 B500B, München

Concrete reinforcement steel, ring shape according to DIN 4//-1/3/6 B500A, Nordhausen

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Nordhausen

Mechanical screw connections – “MODIX-connection” according to Z-1.5-177, Nordhausen

EFRE – Promotion of energy efficiency and the use of energy

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500A, Pforzheim

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Pforzheim

Resistance welded concrete reinforcing steels – “SAK” according to DIN EN ISO 17660-2, Pforzheim

Concrete reinforcement steel, ring shape acording to DIN 488-1/3/6 B500B, Pressath

Concrete reinforcement steel, ring shape with special ripping “TWR” according to  Z-1.2-260 B500B, Pressath

Concrete reinforcement steel, ring shape with special ripping “FWR” according to Z-1.2-279 B500B, Pressath

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500A, Rosenfeld

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Rosenfeld

Concrete reinforcement steel, ring shape with special ripping “TWR” according to Z-1.2-260 B500B, Rosenfeld

Concrete reinforcement steel, ring shape with special ripping “FWR” according to Z-1.2-279 B500B, Rosenfeld

Mechanical screw connections – “MODIX-connection” according to Z-1.5-177, Rosenfeld

Resistance welded concrete reinforcing steels – “SAK” according to DIN EN ISO 17660-2, Rosenfeld

Constructor’s qualification for welding of reinforced steel according to DIN EN ISO 17660-1/2, Rosenfeld

Load-bearing components and Building kits for steel constructions up to EXC2 according to EN 1090-2, Rosenfeld

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500A, Schwendi

Concrete reinforcement steek, ring shape according to DIN 488-1/3/6 B500B, Schwendi

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Seelze

Mechanical bolted connection of reinforcing bar B500B MODIX-connection 10-40 mm, Seelze

Concrete reinforcment steel, ring shape according to DIN 488-1/3/6 B500B, Stockach

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Weißensee

Concrete reinforcement steel, ring shape according to DIN 488-1/3/6 B500B, Ehrenfriedersdorf

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