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大倾角抗侧墩体组合式围护结构研究

THE RESEARCH OF COMBINED RETAINING STRUCTURE WITH LARGE INCLINED ANGLE ANTI- LATERAL PIER

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【作者】 钱鹏严平程博翁昕

【Author】 QIAN Peng;YAN Ping;CHENG Bo;WENG Xin;Institute of Disaster Prevention and Mitigation Engi.,Zhejiang Univ.;

【机构】 浙江大学防灾减灾工程及防护工程研究所

【摘要】 大倾角抗侧墩体组合式围护结构由排桩和抗侧墩体组成。这种新型的围护结构形式,利用斜桩在基坑中形成抗侧墩体,再通过压顶板与排桩围护墙组合,共同承担基坑周边的水土压力,具有经济合理、安全可靠等优点。针对该围护结构的特点,研发了专用的大倾角多功能植桩机和配套的施工工艺,可方便的进行这种围护结构的施工。利用数值软件进行三维模拟分析,证明了这种围护结构形式在基坑围护中良好的适用性,并研究了斜桩倾角对围护结构抗侧性能的影响规律。

【Abstract】 Combined retaining structure with large inclined angle anti-lateral pier is a new form of foundation pit support structure,which is composed by anti-lateral piers and a row of piles. Due to the strong ability of the resistant for lateral load of the inclined piles,this enclosure structure is characterized by economy,reliability and convenient construction. A new piling machinery named large inclined angle multifunctional pile driver is developed in order to ensure the application of this new technology. The results of three-dimensional numerical simulation by Plaxis 3d prove this retaining structure has a very good performance in foundation pit support engineering.

  • 【文献出处】 低温建筑技术 ,Low Temperature Architecture Technology , 编辑部邮箱 ,2015年07期
  • 【分类号】TU753
  • 【下载频次】40
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