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多跨连续梁合拢顺序与临时固结模拟研究

Study on Closure Sequence and Simulating Temporary

中文摘要英文摘要

本文结合工程实例,探讨了多跨连续梁桥的合拢顺序、体系转换及墩梁临时固结,并着重研究了不同状态下临时固结的模拟,然后分析了临时固结刚度和主梁刚度对模拟临时固结的影响,由此得出了一些有价值的结论,为其它类似桥梁的设计和施工控制提供参考

onnected with the engineering example ,the paper studies the closure sequences、system conversion and pier-beam temporary consolidation ,and studies the simulation of the temporary consolidation in different states. Then it analyses the influence of the stiffness of the temporary consolidation and the main beam on simulating pier-beam temporary consolidation. Some valuable conclusion is worked out and can provide reference for the design and construction control of the similar bridge.

陈晟

水工结构水利工程施工

连续梁桥合拢临时固结体系转换

continuous girder bridgeclosuretemporary consolidationsystem conversion

陈晟.多跨连续梁合拢顺序与临时固结模拟研究[EB/OL].(2007-03-27)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/200703-461.点此复制

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