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收稿日期: 2016-01-06
修回日期: 2016-03-09
网络出版日期: 2016-11-01
Study of Numerical Simulation of Rubber Ring of Curved Steel Pipe Jacking Joints of Gongbei Tunnel
Received date: 2016-01-06
Revised date: 2016-03-09
Online published: 2016-11-01
张鹏 , 曾聪 , 王道伟 , 黎轩 , 马保松 . 拱北隧道曲线钢顶管接头橡胶圈结构数值模拟研究[J]. 隧道建设, 2016 , 36(10) : 1226 -1231 . DOI: 10.3973/j.issn.1672-741X.2016.10.010
The curved steel pipe jacking technology, of which the pipe structure is greatly different from that of traditional reinforced concrete pipe jacking, is a new trenchless technology for water supply projects and tunnel support. There is not reliable design and construction standard for curved steel pipe jacking nowadays. The pipejoint model of curved steel pipe jacking is established by ABAQUS software so as to optimize the structure of rubber ring used in Gongbei Tunnel. The stress and contact pressure of rubber ring and installation force of pipejoint before and after optimization are studied. The analytical results show that the stress of rubber ring and installation force of pipejoint reduce obviously after optimization; and the contact pressure of optimized rubber is larger than 0.3 MPa; the optimized rubber ring is rational.
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