文章摘要
徐绍俊,杨成斌,陈可,周兆弟.预应力混凝土竹节桩在杭州地区抗拔工程中的应用分析[J].安徽建筑大学学报,2016,24(3):39-44
预应力混凝土竹节桩在杭州地区抗拔工程中的应用分析
Analysis of the Application of Pre-stressed Concrete Bamboo-shape Pile in Anti-pulling Project in Hangzhou
  
DOI:10.11921/j.issn.2095-8382.20160309
中文关键词: 预应力混凝土竹节桩  抗拔极限承载力  抗拔试验  上拔位移
英文关键词: pre-stressed concrete bamboo-shape pile  ultimate uplift bearing capacity  anti-pulling test  uplifting displacement.
基金项目:合肥工业大学产学研校企合作资助项目(W2014JSFW0415)
作者单位
徐绍俊 合肥工业大学 资源与环境工程学院安徽 合肥 230009 
杨成斌 合肥工业大学 资源与环境工程学院安徽 合肥 230009 
陈可 合肥工业大学 资源与环境工程学院安徽 合肥 230009 
周兆弟 浙江天海管桩有限公司浙江 杭州 310024 
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中文摘要:
      介绍了一种预应力混凝土异型桩,即预应力混凝土竹节桩。分别从外形、接桩方式、桩顶与承台的连接方式阐述了竹节桩与管桩的主要差异;并通过杭州地区抗拔工程中竹节桩与管桩的抗拔试验,对它们竖向抗拔极限承载力进行了对比研究。试验表明:竹节桩总体抗拔性能优于管桩,其竖向抗拔极限承载力相比管桩平均提高了约52%;且在相同荷载作用下,上拔位移不大于管桩;竹节桩在该区域抗拔工程中的应用,取得了良好的效果。
英文摘要:
      This paper introduces a pre-stressed concrete special shaped pile which is called pre-stressed concrete bamboo-shape pile. The main differences between the pipe pile and pre-stressed concrete bamboo-shape pile has be expounded from the three aspects: shape, mode of pile extension and connection mode of bearing platform and pile. In addition, ultimate uplift bearing capacity of pipe pile and pre-stressed concrete bamboo-shape pile has been studied basing on the anti-pulling test which is conducted in Hangzhou. Comparing the ultimate uplift bearing capacity of two piles, the research shows that the anti-pulling behavior of bamboo-shape pile is better than that of pipe pile, and the ultimate uplift bearing capacity has been increased about fifty-two percent. Under the same load, uplifting displacement of bamboo-shape pile is less than that of pipe pile. The pre-stressed concrete bamboo-shape pile which is applied in anti-pulling project in Hangzhou has acquired a great of achievements.
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