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高压旋喷桩内插预应力钢筋混凝土方桩围护体系的设计与施工
引用本文:张习上,赵卫政,张迎堂.高压旋喷桩内插预应力钢筋混凝土方桩围护体系的设计与施工[J].探矿工程,2013,40(6):61-64.
作者姓名:张习上  赵卫政  张迎堂
作者单位:安徽岩土工程有限责任公司上海分公司,江苏兴厦建筑安装有限公司上海分公司,中交第二航务工程局第三工程有限公司
摘    要:在充分分析比较传统深基坑围护体系优劣的基础上,将高压旋喷止水帷幕与预应力钢筋混凝土方桩相结合,设计创新出一种新型的围护体系,且将之运用于工程实例中,大大降低了工程成本,创造了巨大的经济效益。

关 键 词:深基坑围护体系  内撑式围护体系  高压旋喷桩  振插预应力钢筋混凝土方桩  止水帷幕  挡土止水体系
收稿时间:2013/3/26 0:00:00
修稿时间:2013/3/26 0:00:00

Design and Construction of High-pressure Rotary Jet Grouting Pile Embedded with Pre-stressed Reinforced Concrete Squared Pile Enclosure System
ZHANG Xi-shnag,ZHAO Wei-zheng and ZHANG Ying-tang.Design and Construction of High-pressure Rotary Jet Grouting Pile Embedded with Pre-stressed Reinforced Concrete Squared Pile Enclosure System[J].Exploration Engineering(Drilling & Tunneling),2013,40(6):61-64.
Authors:ZHANG Xi-shnag  ZHAO Wei-zheng and ZHANG Ying-tang
Institution:Anhui Geotechnical Engineering Co., Ltd., Shanghai Branch,Jiangsu Xingsha Construction Installation Co., Ltd., Shanghai Branch and China Communications 2nd Navigation Bureau 3rd Engineering Co., Ltd.
Abstract:Based on the analysis and comparison of advantages and disadvantages of traditional deep foundation pit enclosure systems, a new enclosure system was created by combining high-pressure jet grouting curtain with pre-stressed reinforced concrete square pile, which was applied in the projects, and the construction cost was greatly reduced with huge economic benefits.
Keywords:deep foundation pit enclosure system  internal-shoring retaining structure  high-pressure rotary jet grouting pile  embedding pre-stressed reinforced concrete square pile by vibration  water-proof curtain  soil and water retaining system
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