Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
AFTER-BOND prestressing steel for high performance prestressing tendons in bridges and other structures
AFTER-BOND prestressing steel was developed for non-grouting post-tensioning tendons. Each tendon is composed of a single strand coated with cold setting resin (still not yet hardened) and covered with a deformed plastic sheath. The resin hardening time can be controlled and bonded members can be obtained after a certain period of time. Characteristics and development of this steel are described in this paper.
AFTER-BOND prestressing steel for high performance prestressing tendons in bridges and other structures
AFTER-BOND prestressing steel was developed for non-grouting post-tensioning tendons. Each tendon is composed of a single strand coated with cold setting resin (still not yet hardened) and covered with a deformed plastic sheath. The resin hardening time can be controlled and bonded members can be obtained after a certain period of time. Characteristics and development of this steel are described in this paper.
AFTER-BOND prestressing steel for high performance prestressing tendons in bridges and other structures
Spannstahl AFTER-BOND für hochfeste Spanndrähte in Brücken und anderen Bauwerken
Titel japanisch
Onishi, Mutsuhiko (Autor:in) / Hirata, Seiichiro (Autor:in) / Yamaga, Yoshihiro (Autor:in)
Kobe Steel Engineering Reports, Research and Development ; 53 ; 103-105
2003
3 Seiten, 4 Bilder, 3 Tabellen, 8 Quellen
Aufsatz (Zeitschrift)
Japanisch
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