首页> 外文会议>International symposium on modern tunneling science and technology >Structural performance test on hybrid segments of the 'double-O-tube' shield tunnel
【24h】

Structural performance test on hybrid segments of the 'double-O-tube' shield tunnel

机译:“双O形管”盾构隧道混合段结构性能试验

获取原文

摘要

The Kaigan Line of Kobe Municipal Subway connects Shin-Nagata and San-nomiya over a length of about 8 km. In the Shin-Nagata work section, construction of a "double-O-tube" shield tunnel (Samata et al. 1996a) was planned. For the double-O-tube shield tunnel with an unprecedented connection between the ductile cast iron central column and the "kamome-gata" (seagull-shaped) segment, no records were available or no design method had been established. In order to verify the seismic resistance of the structure, therefore, a horizontal loading test was carried out on the connection between the central column and the "kamome-gata" segment, using full-scale segments. The test identified the horizontal deformation capacity and stress of the central column, cracking of "kamome-gata" segment, and the behavior and rotating spring constant of the connection between the central column and "kamome-gata" segment.
机译:Kabe Municipipal Subway的Kaigan系列将Shin-Nagata和San-Nomiya连接在约8公里的时间内。在Shin-Nagata工作部分中,计划建设“双O形管”盾隧道(Samata等人。1996A)。对于双O型管屏蔽隧道,延性铸铁中心柱与“kamome-gata”(海鸥形)段之间具有前所未有的连接,没有可用的记录或未建立设计方法。因此,为了验证结构的地震电阻,使用满量程段在中心柱和“Kamome-Gata”段之间的连接上进行水平加载试验。该测试确定了中央柱的水平变形容量和应力,“kamome-gata”段的开裂,以及中心列与“kamome-gata”段之间的连接的行为和旋转弹簧常数。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号