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您現(xiàn)在的位置:建筑結構>> 期 刊>> 2010年>> 第09期>>正文內容
成都地鐵春熙路站深基坑圍護結構設計
楊 林, 劉宜豐
摘 要

(中國建筑西南設計研究院有限公司,成都 610081)

[摘要]   地鐵春熙路站基坑地處成都市區(qū)繁華地段,其周邊地上建筑、地下構筑物密集。針對周邊環(huán)境介紹了復雜環(huán)境下基坑圍護結構的設計思路,并重點介紹了圍護結構與相鄰的紅星路下穿隧道協(xié)同受力的設計分析方法。利用ANSYS軟件及APDL參數(shù)化設計語言模擬鄰近紅星路下穿隧道側圍護結構的基坑開挖、回筑過程,結構分析結果與監(jiān)測數(shù)據(jù)基本吻合,可供類似工程設計參考。
[關鍵詞]   深基坑;   圍護結構;   復雜環(huán)境;   協(xié)同受力;   結構分析

Design on bracing structure of deep foundation pit for Chunxi Road Station in Chengdu
Yang Lin, Liu Yifeng
(China Southwest Architectural Design and Research Institute Co., Ltd., Chengdu 610081, China)
Abstract:Chunxi Road Station,encircled by crowded buildings,is located in the downtown district of Chengdu. The design of bracing structure under complex surroundings situation was introduced, especially the structural analysis of the bracing structure near Hongxing tunnel was focused on. The digging and re-construction process were simulated by ANSYS program and the simulation results agreed with the monitoring data. It can be used as a reference to similar projects.
Keywords:deep foundation pit; bracing structure; complex surroundings; coordination action; structural analysis
作者簡介:楊林,高級工程師,一級注冊結構工程師,Email:linyang1971@gmail.com。

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