トンネル工学研究発表会論文・報告集
Online ISSN : 1884-9091
ISSN-L : 1345-0832
PCセグメントの設計手法と基本性能について
西川 和良山口 隆史安田 正樹杉本 雅人近藤 二郎
著者情報
ジャーナル フリー

1997 年 7 巻 p. 285-290

詳細
抄録

The authers suggest prestressed RC shield lining which has circular prestressing and anchorage. This structure which offers high quality, cost performance and workability, locates the segment joints away from the point of maximam bending moment. This report describes a series of fundamental performance tests of the prestressed RC shield lining (effective prestress, joint performance and stiffness and strength). As a result of the prestress test, it was confirmed that prestressing and anchorage at one point per circle provided sufficiently effective prestress. As a result of the loading test, it was confirmed that the structure in which the joints are located 20° away from the maximam bending moment points had sufficient strength.

著者関連情報
© 社団法人 土木学会
前の記事 次の記事
feedback
Top