组合式预应力TSC桩的抗弯性能研究
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Flexural performance of combined pre-stressed TSC pile
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    组合式预应力预制高强混凝土薄壁钢管桩(组合式预应力TSC桩)是以预应力高强混凝土管桩为基础形式、桩顶一定范围内混凝土外套钢管并保持全桩等截面的新桩型。该桩型在继承TSC桩优点的同时有效降低了造价,工程应用前景良好。在目前该桩型市场投入较小、结构性能有待深入验证的背景下,通过对普通预应力TSC桩和组合式预应力TSC桩分别进行抗弯试验,得到相应的极限弯矩、挠度分布等并进行比较分析,从而为组合式预应力TSC桩在实际工程中的应用提供依据。

    Abstract:

    Combined pre-stressed precast thin-wall steel and spun concrete composite pile (combined pre-stressed TSC pile) acts a new form with constant section based on the PHC pile.A range of the pile along the top side is covered by the steel pipe.This product owns a good prospect for the engineering application for its lower cost and advantages of TSC pile form.Bending tests are carried out to further research on its flexural performance when the product occupies only a small market share with unclear structural performance.The ultimate bending moment,deflection distribution and other responses of TSC pile and combined TSC pile are obtained through bending tests.Comparative analysis is done to provide evidence for the engineering application of the combined pre-stressed TSC pile by the test results.

    参考文献
    相似文献
    引证文献
引用本文

张 洁,王其标,叶喆宏,等.组合式预应力TSC桩的抗弯性能研究[J].水运工程,2015(10):168-172.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2015-10-16
  • 出版日期:
文章二维码