期刊文献+

地下连续墙施工方法的探讨

Explore the underground continuous wall construction methods
在线阅读 下载PDF
导出
摘要 近年来随着城市建设的高速发展,城市用地日趋紧张,对地下空间的开发及利用提出更高的要求,特别是在旧城改造中,受周围环境及施工场地的限制,传统的支护方法已难以满足以上要求。由于地下连续墙施工噪音低、振动小、刚度大、防渗性能好、占地少、能适应各种复杂地质,在城市深大基坑工程中得到广泛应用。本文结合具体工程项目,阐述地下连续墙的施工方法及难点。 In recent years, with the rapid development of urban construction, urban land has become tighter, the development and utilization of undergroundspace put forward higher requirements, especially in the transformation of the old, the surrounding environment and restricted construction site, the traditionalretaining method has been difficult to meet the above requirements. Due to the low underground continuous wall construction noise, small vibration, high stiff-ness, seepage performance is good, small footprint, can adapt to a variety of complex geology, has been widely used in urban deep excavation project. In thispaper, specific projects, construction methods and difficulty elaborate underground continuous wall.
作者 黄志河
出处 《福建建筑》 2014年第8期87-90,共4页 Fujian Architecture & Construction
关键词 地下连续墙 施工方法 难点 Underground continuous wall Construction Methods Difficulty
  • 相关文献

参考文献3

  • 1GB50202-2002.建筑地基基础施工质量验收规范[S].2002.
  • 2余志成.深基坑支护工程与施工[M].当代中国音像出版社,2003.
  • 3丛蔼森.地下连续墙的设计施工与应用[M].水利水电出版社,2002.02.

共引文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部