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
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中交第二航务工程局第三工程有限公司,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

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TU473.2

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Design and Construction of High-pressure Rotary Jet Grouting Pile Embedded with Pre-stressed Reinforced Concrete Squared Pile Enclosure System
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China Communications 2nd Navigation Bureau 3rd Engineering Co., Ltd.,Anhui Geotechnical Engineering Co., Ltd., Shanghai Branch,Jiangsu Xingsha Construction Installation Co., Ltd., Shanghai Branch

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    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。

    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.

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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].钻探工程,2013,40(6):61-64.
ZHANG Xi-shnag, ZHAO Wei-zheng, ZHANG Ying-tang. Design and Construction of High-pressure Rotary Jet Grouting Pile Embedded with Pre-stressed Reinforced Concrete Squared Pile Enclosure System[J]. Drilling Engineering, 2013,40(6):61-64.

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  • 收稿日期:2013-03-26
  • 最后修改日期:2013-03-26
  • 录用日期:2013-04-30
  • 在线发布日期: 2013-06-25
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