Research on Bending Moments and Punching Calculations of Triangle Caps with Three-Pile Foundations

YANG  Xue-Qiang; YANG  Rui; ZHANG  Jian-Long

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Research on Bending Moments and Punching Calculations of Triangle Caps with Three-Pile Foundations

更新时间：2026-05-27

- Research on Bending Moments and Punching Calculations of Triangle Caps with Three-Pile Foundations
- Vol. 28, Issue 2, Pages: 17-21(2011)
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- Online First：25 June 2011，
  
  Published：2011
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杨雪强, 杨锐, 张建龙. 三角形桩基承台抗弯弯矩与冲切的计算探讨[J]. 广东工业大学学报, 2011, 28(2): 17-21.

YANG Xue-Qiang, YANG Rui, ZHANG Jian-Long. Research on Bending Moments and Punching Calculations of Triangle Caps with Three-Pile Foundations[J]. 2011, 28(2): 17-21.
杨雪强, 杨锐, 张建龙. 三角形桩基承台抗弯弯矩与冲切的计算探讨[J]. 广东工业大学学报, 2011, 28(2): 17-21. DOI：

YANG Xue-Qiang, YANG Rui, ZHANG Jian-Long. Research on Bending Moments and Punching Calculations of Triangle Caps with Three-Pile Foundations[J]. 2011, 28(2): 17-21. DOI：

摘要

结合钢筋的投影方向，对三角形桩基承台的抗弯弯矩计算进行了有益的探讨；同时结合柱对混凝土板的抗冲切试验结果及一些理论解，对角桩冲切的规范公式进行了评述.对三角形桩基承台相关规范设计条文进行了详细解释，对提升三角形桩基承台的设计水平起到一定的促进作用.

Abstract

In combination with projections of reinforcement in different directions

bending moments and calculation methods of triangle caps with three-pile foundations are given in detail

and at the same time

based on experimental results and theoretical formula of concrete slab punching bearing capacity published in literature

some comments about corner pile punching code formula are made. The research serves as a further explanation of corresponding code specifications of triangle caps with three-pile foundations

and it helps to promote the design of this type of foundations.

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references

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