| 明挖区间隧道无柱大空间预应力结构设计 |
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| 引用本文： | 刘明保,宫剑飞,乐贵平,聂永明,陈文渊,李源潮,曹媛萍,李志文,徐凌,任正录. 明挖区间隧道无柱大空间预应力结构设计[J]. 岩土工程学报, 2010, 0(Z2) |
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| 作者姓名： | 刘明保 宫剑飞 乐贵平 聂永明 陈文渊 李源潮 曹媛萍 李志文 徐凌 任正录 |
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| 作者单位： | 中国建筑科学研究院;北京市轨道交通建设管理有限公司;中国建筑设计研究院;中铁第五勘察设计集团有限公司; |
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| 摘 要： | 提出3种无柱大空间预应力区间结构方案,并选取预应力密排框架箱形结构方案。针对该方案,通过完成内张拉预应力技术研究、有限元计算分析优化、结构构件设计计算和验算、新方案和普通方案构件承载力设计值与荷载效应组合设计值的对比等,得出预应力密排框架箱形结构方案设计安全可靠,可满足地铁明挖区间无柱大空间区间隧道要求,并为地铁明挖无柱大空间车站结构设计提供借鉴。
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| 关 键 词： | 明挖区间隧道 无柱大空间 半刚性基础 密排框架箱形结构 内张拉环向预应力 |
Prestressed structural design of no-column-supported large space for open excavated tunnels |
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| LIU Ming-bao,GONG Jian-fei,LE Gui-ping,NIE Yong-ming,CHEN Wen-yuan LI Yuan-chao,CAO Yuan-ping,LI Zhi-wen,XU Ling,REN Zheng-lu. Prestressed structural design of no-column-supported large space for open excavated tunnels[J]. Chinese Journal of Geotechnical Engineering, 2010, 0(Z2) |
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| Authors: | LIU Ming-bao GONG Jian-fei LE Gui-ping NIE Yong-ming CHEN Wen-yuan LI Yuan-chao CAO Yuan-ping LI Zhi-wen XU Ling REN Zheng-lu |
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| Affiliation: | LIU Ming-bao1,GONG Jian-fei1,LE Gui-ping2,NIE Yong-ming1,CHEN Wen-yuan3 LI Yuan-chao4,CAO Yuan-ping1,LI Zhi-wen1,XU Ling2,REN Zheng-lu2 (1.China Academy of Building Research,Beijing 100013,China,2.Beijing Metro Management Co.,Ltd.,Beijing 100037,3 China Architecture Design and Research Group,Beijing 100048,4.China Railway Fifth Survey and Design Institute Group Co.,Beijing 102600,China) |
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| Abstract: | Three prestressed structural design schemes are proposed for the no-column-supported large space for a heavy-load tunnel.Box structure with densified frames is chosen through comparison.Further analysis is performed including inner tensioned prestressing technology research,FEM analysis,structural component design and verification,comparison of design bearing capacity and design value of load combination effect of structural components for the new and old design schemes.It is indicated that the prestressed ... |
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| Keywords: | open excavated tunnel large space without column support semi-rigid foundation box structure with densified frame inner tensioned circumferential prestress |
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