盾构衬砌管片接头力学分析及双直线刚度模型研究

›› 2006, Vol. 27 ›› Issue (12): 2154-2158.

盾构衬砌管片接头力学分析及双直线刚度模型研究

朱伟，钟小春，秦建设

河海大学岩土工程研究所，南京 210098

收稿日期:2004-09-28 出版日期:2006-12-11 发布日期:2013-12-09
作者简介:朱伟，男，1962年生，教授，主要进行盾构隧道设计及施工方面研究。

Mechanical analysis of segment joint of shield tunnel and research on bilinear joint stiffness model

ZHU Wei, ZHONG Xiao-chun, QIN Jian-she

Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China

Received:2004-09-28 Online:2006-12-11 Published:2013-12-09

摘要/Abstract

摘要： 盾构管片接头弯曲刚度K? 是盾构衬砌结构计算中的一个重要参数。根据管片接头构造特征，在传力衬垫和弹性密封橡胶试验资料的基础上，对管片接头进行受力分析，得到管片接头弯曲刚度与接头内力的非线性关系。为了应用方便，建立了实用的管片接头弯曲刚度的双直线模型。该接头刚度模型为梁-弹簧模型法和修正惯用法中的关键参数确定提供了基础，管片的内力计算也更加合理。

关键词: 盾构衬砌, 管片接头, 接头刚度模型, 模式判别

Abstract: Segment joint stiffness K? is an important parameter for the design of shield tunnel segment. Basing on the test data of load cushion and water-proof plastic, the joint’s mechanical characteristic has been analyzed and the nonlinear relation between the segment joint stiffness and joint’s internal force has also been obtained. In order to make convenient application for engineering, the article has established a bilinear joint stiffness model for shield segment joints. Because the model has provided the foundation to determine the key parameters of modified routine method and beam-spring method, calculation of shield tunnel segment becomes more rational.

Key words: shield tunnel, segment joint, joint stiffness model, model distinguishing

中图分类号:

TU 451+.4

朱伟，钟小春，秦建设. 盾构衬砌管片接头力学分析及双直线刚度模型研究[J]. , 2006, 27(12): 2154-2158.

ZHU Wei, ZHONG Xiao-chun, QIN Jian-she. Mechanical analysis of segment joint of shield tunnel and research on bilinear joint stiffness model[J]. , 2006, 27(12): 2154-2158.

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