矩形顶管F型承插接头抗剪刚度及影响因素研究

doi:10.3973/j.issn.2096-4498.2021.S2.010

中国科学引文数据库（CSCD）来源期刊
中文核心期刊中文科技核心期刊
Scopus RCCSE中国核心学术期刊
美国EBSCO数据库俄罗斯《文摘杂志》
《日本科学技术振兴机构数据库（中国）》

隧道建设（中英文） ›› 2021, Vol. 41 ›› Issue (S2): 84-91.DOI: 10.3973/j.issn.2096-4498.2021.S2.010

矩形顶管F型承插接头抗剪刚度及影响因素研究

许有俊^{1， 2}，董文秀^{1， *}，裴学军¹

（1. 内蒙古科技大学土木工程学院，内蒙古包头 014010；2. 内蒙古科技大学矿山安全与地下工程院士工作站，内蒙古包头 014010）

出版日期:2021-12-31 发布日期:2022-03-14

Shear Stiffness and Influencing Factors of FType Socket Joint of Rectangular Pipe Jacking

XU Youjun^{1, 2}, DONG Wenxiu^{1, *}, PEI Xuejun¹

(1. School of Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia, China; 2. Academician Workstation of Mine Safety and Underground Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia, China)

Online:2021-12-31 Published:2022-03-14

摘要/Abstract

摘要：

为研究矩形顶管F型承插接头抗剪刚度等抗剪力学特性，建立精细化三维有限元模型，通过分析不同剪切位移下接头构件的力学特征，对接头抗剪刚度及影响抗剪刚度的因素进行研究。结果表明： 1）矩形顶管F型承插接头的抗剪刚度呈非线性特征，分为3个阶段。当接头错台量小于7.6 mm时，接头抗剪刚度基本不变；接头错台量为7.6~22.29 mm时，接头的抗剪刚度降低为30%；接头错台量超过22.29 mm时，接头达到屈服荷载，接头抗剪刚度基本为0。2）接头的破坏过程为接头倒角部位钢套环先屈服，之后接头倒角部位混凝土发生受压破坏，最后范围逐渐扩大形成整个破坏面；接头发生剪切错台变化时，倒角部位钢套环及端部混凝土承担大部分剪切荷载，易发生破坏，应对此位置重点加强。3）接头钢套环厚度和长度、倒角半径、管片厚度的增加均会提高接头抗剪刚度，其中管片厚度对接头抗剪刚度的影响最大。

关键词: 矩形顶管, F型承插接头, 剪力, 剪切变形, 抗剪刚度

Abstract: To study the shear stiffness characteristics of rectangular pipe jacking Ftype socket joint, a refined threedimensional finite element model is established. By analyzing the mechanical characteristics of joint members under different shear displacements, the shear stiffness of joint and the factors influencing the shear stiffness are studied. The results show the following: (1) The shear stiffness of Ftype socket joint in rectangular pipe jacking tunnel is nonlinear, which can be divided into three stages, i.e.〖KG-*3〗, when the dislocation amount is less than 7.6 mm, the shear stiffness of the joint is basically unchanged; when that is 7.6 ~ 22.29 mm, the shear stiffness of the joint is reduced to 30%; and when that is more than 22.29 mm, the joint reaches yield load, and the shear stiffness of the joint is basically 0. (2) First, the shear failure occurs to the steel collar of joint inverted triangle area, then compressive failure occurs to the concrete of joint inverted triangle area, and finally a failure surface is formed. The steel collar and concrete of joint inverted triangle area bear most of the shear force when joint dislocates, which is prone to failure and should be strengthened. (3) The shear stiffness increases with an increase in thickness and length of steel collar, chamfer radius, coefficient of foundation bed, and wall thickness, and the wall thickness has a most significant effect on joint stiffness.

Key words: rectangular pipe jacking, F-type socket joint, shear force, shear deformation, shear stiffness

中图分类号:

U 45

许有俊, 董文秀, 裴学军. 矩形顶管F型承插接头抗剪刚度及影响因素研究[J]. 隧道建设, 2021, 41(S2): 84-91.

XU Youjun, DONG Wenxiu, PEI Xuejun. Shear Stiffness and Influencing Factors of FType Socket Joint of Rectangular Pipe Jacking[J]. Tunnel Construction, 2021, 41(S2): 84-91.

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矩形顶管F型承插接头抗剪刚度及影响因素研究

Shear Stiffness and Influencing Factors of FType Socket Joint of Rectangular Pipe Jacking

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