五星形桩与圆桩水平承载性能对比模型试验研究
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国家自然科学基金(51308497);河南省教育厅科技攻关项目(14A560015)


Model test analysis of the horizontal bearing capacity between five-star-shaped piles and ordinary round pile
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    摘要:

    五星形桩是一种横截面异形桩,是在圆桩的基础上向内切割5个圆弧,形成截面类似五星形的异形桩。按其截面性质分为周长最大化五星形桩F1、周长面积比最大化五星形桩F2两种桩型,为掌握五星形桩的水平承载性能进行了与圆桩的对比模型试验研究。试验用土为干砂,砂雨法土样制作,模型桩为预制钢筋混凝土桩,相似比为1∶8。模型试验桩包括:五星形桩F1、五星形桩F2、与五星形桩F2截面周长相同的圆桩C1、与五星形桩F2截面面积相同的圆桩C2。由于五星形桩水平承载性能具有方向性,试验采用理论计算中水平承载力最大的方向施加水平荷载,试验结果表明:F1C1F2的水平极限承载力相当,但F2的截面面积最小,仅为C1的0.44倍;与C2相比,F2的水平极限承载力是其1.63倍,可见,合理截面形式的五星形桩可以提供更大的水平承载能力;五星形桩与圆桩弯矩分布规律基本一致,都在4倍直径左右(五星形桩为外接圆直径)达到最大,但五星形桩截面面积小,抗弯刚度不足,容易折断,总体水平承载性能不及截面周长相同的圆形桩,但优于截面面积相同的圆形桩。

    Abstract:

    Five-star-shaped-pile is a new type of cross section special shaped pile, which is formed by cutting five circular arcs in a circle pile. Five-star-shaped-pile is divided into two categories according to the nature of its cross section, the circumference of the maximum of five star shaped piles F1 and the perimeter area ratio of the maximum of the five-star pile F2. The experimental research on the comparison of four single piles in dry sand by sand pouring method is carried out to explore the horizontal bearing capacity of five-star-shaped piles. Similarity ratio is 1:8. These four single piles are:Maximum ratio of perimeter and area of the five star shaped pile F1,the maximum of the circumference of the five star shaped pile F2,round pile C1 with the same section of F2, round pile C2 with the same cross-sectional area of F2. The test results show that:1) the horizontal bearing capacity of F2, C1 and F1 are near, but the section area of F2 is the minimum, and it is only 0.44 times of C1; 2) the horizontal bearing capacity of F2 is 1.63 times of C2, so it is concluded that the reasonable section form can improve the horizontal bearing capacity; 3) the moment distribution of four single piles is largely consistent, and the moment reach the maximum at 0.4 m; but the section of five-star-shaped pile is small, and the bending stiffness is not enough and it is easy to break; so the whole horizontal bearing capacity is less than that of C1 but better than that of C2.

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任连伟,詹俊峰,杨权威,王新泉.五星形桩与圆桩水平承载性能对比模型试验研究[J].土木与环境工程学报(中英文),2016,38(6):24-31. Ren Lianwei, Zhan Junfeng, Yang Quanwei, Wang Xinquan. Model test analysis of the horizontal bearing capacity between five-star-shaped piles and ordinary round pile[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2016,38(6):24-31.10.11835/j. issn.1674-4764.2016.06.004

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  • 收稿日期:2016-05-23
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  • 在线发布日期: 2016-12-02
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