路基工程2024,Issue(6) :185-190.DOI:10.13379/j.issn.1003-8825.202407008

大盾构下穿高速铁路框架桥及构筑物综合技术研究

Research on Comprehensive Technology of Large Shield Tunneling under High-speed Railway Frame Bridge and Structure

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路基工程2024,Issue(6) :185-190.DOI:10.13379/j.issn.1003-8825.202407008

大盾构下穿高速铁路框架桥及构筑物综合技术研究

Research on Comprehensive Technology of Large Shield Tunneling under High-speed Railway Frame Bridge and Structure

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作者信息

  • 1. 中铁城市发展投资集团有限公司,成都 621000
  • 折叠

摘要

依托某城市轨道交通区间大盾构下穿某高速铁路框架桥及构筑物工程,采用MIDAS软件对施工过程进行模拟.结果表明:盾构下穿高速铁路框架桥时存在不均匀沉降安全风险,沉降值超出可控范围;通过注浆加固技术措施,沉降位移安全可控;施工阶段严格管控,实际位移监测值接近位移计算值,对高速铁路框架桥的保护措施可行.

Abstract

Relying on the project of a large shield tunneling under a high-speed railway frame bridge and structure in an urban rail transit section,MIDAS software was used to simulate the construction process.The result shows that,there is a safety risk of uneven settlement when the shield passes under the high-speed railway frame bridge,and the settlement value is beyond the controllable range.The settlement displacement is safe and controllable by taking the technical measures for grouting reinforcement;through strict control in the construction stage,the actual displacement monitoring value is close to the displacement calculated value,which is feasible for the protection measures of high-speed railway frame bridge.

关键词

复杂环境/盾构下穿/监控量测/注浆加固/位移控制/安全性

Key words

complex environment/shield tunnelling/monitoring measurement/grouting reinforcement/displacement control/safety

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出版年

2024
路基工程
中铁二局集团有限公司,西南交通大学,中铁二院工程集团有限责任公司

路基工程

影响因子:0.36
ISSN:1003-8825
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