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珠江黄埔大桥锚碇基础地下连续墙施工技术
引用本文:胡永生,赵有明,杜洪池.珠江黄埔大桥锚碇基础地下连续墙施工技术[J].桥梁建设,2006(5):59-61,67.
作者姓名:胡永生  赵有明  杜洪池
作者单位:1. 中铁大桥局集团桥科院有限公司,湖北,武汉,430034
2. 路桥集团第二公路工程局,陕西,西安,710065
摘    要:珠江黄埔大桥南汊悬索桥北锚碇位于珠江中心岛上,其基础设计采用圆形地下连续墙方案。地下水位受潮汐影响,对地下连续墙施工影响较大,如何优化各施工环节、控制成槽质量是施工成功的关键。介绍黄埔大桥锚碇基础地下连续墙施工技术。

关 键 词:地下连续墙  基础工程  桥梁施工
文章编号:1003-4722(2006)05-0059-03
收稿时间:2006-04-28
修稿时间:2006-04-28

Construction Techniques for Diaphragm Wall of Anchorage Foundation of Huangpu Bridge over Zhujiang River
HU Yong-sheng,ZHAO You-ming,DU Hong-chi.Construction Techniques for Diaphragm Wall of Anchorage Foundation of Huangpu Bridge over Zhujiang River[J].Bridge Construction,2006(5):59-61,67.
Authors:HU Yong-sheng  ZHAO You-ming  DU Hong-chi
Abstract:The north anchorage of the suspension bridge of Huangpu Bridge over the south branch of Zhujiang River is located at the island in the center of the River and the foundation of the anchorage is designed to use round diaphragm wall.At the location of the foundation,the underground water level is influenced by tides,causing fairly great influence on the construction of the diaphragm wall.The ways of how to optimize various steps of the construction and how to control excavated pit quality are the key to the success of the construction.In this paper,the construction techniques for the diaphragm wall of the foundation of the Bridge are presented.
Keywords:diaphragm wall  foundation works  bridge construction
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