Engineering Design of Deep Foundation Pit of Beijing Wangfujing Building

机译：北京王府井大厦深基坑工程设计

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摘要

This paper, through project example, discusses technical problems in the design of reverse construction of deep foundation pit, including design, construction and connection of underground structure, foundation pit support structure, temporary steel stanchion and its pile foundation and describes mainly their influence on the buildings nearby.

机译：本文通过项目示例，探讨了深基坑逆向施工设计中的技术问题，包括地下结构，基坑支撑结构，临时钢支撑结构，临时钢支撑结构，临时钢支柱及其桩基的设计，施工和连接，主要描述了它们对附近的建筑物。

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来源
《International Conference on Engineering and Technological Sciences》|2001年||共9页
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作者
Yingzhi Zhang; Chuangshi Wang; Jiding Sheng;
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原文格式 PDF
正文语种
中图分类 T-532;
关键词
deep foundation pit; reverse construction method; underground continuous wall; temporary steel stanchion; construction monitoring;

机译：深基坑;逆向施工方法;地下连续墙;临时钢支柱;建筑监测;

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2. An Improved Evaluation Method for the Supporting Scheme of Deep Foundation Pits in Red Clay and Its Application to Engineering [J] . Yuanzhong Zhou, Xinrong Liu, Yu Yu, Journal of information and computational science . 2014,第13期

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3. Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits [J] . Sun Jinkun, Wang Senping, Shi Xinjun, Advances in civil engineering . 2019,第PTa14期

机译：深基坑桩桩结构变形状态控制设计方法研究
4. Engineering Design of Deep Foundation Pit of Beijing Wangfujing Building [C] . Yingzhi Zhang, Chuangshi Wang, Jiding Sheng International Conference on Engineering and Technological Sciences . 2001

机译：北京王府井大厦深基坑工程设计
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Engineering Design of Deep Foundation Pit of Beijing Wangfujing Building

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