首页|临湖高地下水位区基坑灌注桩及旋喷桩复合止水帷幕施工技术分析

临湖高地下水位区基坑灌注桩及旋喷桩复合止水帷幕施工技术分析

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文中以深圳东湖水厂扩能改造工程为例,提出了一种灌注桩与旋喷桩复合止水帷幕的施工技术.该技术利用灌注桩的高刚度和旋喷桩的隔水效果,实现基坑的稳定性、防渗性和平面布置的灵活性,缩短了工期,减少了对周边环境的影响,提高了场地和基坑内的作业空间,保障了施工安全.
Construction Technology of Composite Water-stop Curtain of Cast-in-place Piles and Jetted Piles in Foundation Pits in the High Groundwater Level Area Near the Reservoir
In order to solve the problem of foundation pit construction in the high groundwater level area near the lake,this paper takes the ex-pansion and renovation project of Shenzhen East Lake Water plant as an example,and puts forward a construction technology of the composite water curtain of cast-in-place pile and rotary jet pile.This technology uses the high stiffness of the cast-in-place pile and the water insulation effect of the rotary jet pile to achieve the stability of the foundation pit,seepage prevention and flexibility of the plane layout,shorten the con-struction period,reduce the impact on the surrounding environment,improve the working space of the site and the foundation pit,and ensure the construction safety.

Cast-in-place pileJetted pileComposite water-stop curtainHigh groundwater level area near the reservoirStability

黄旭生、潘锡中、马丽伟、刘柱

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深圳市政集团有限公司,广东 深圳 518034

灌注桩 旋喷桩 复合止水帷幕 临湖高地下水位区 稳定性

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(5)