期刊文献+

暗挖地铁车站施工通道与车站转换段施工方法研究 被引量:10

Construction methods at the intersection between Construction Channel and subway station
在线阅读 下载PDF
导出
摘要 暗挖地铁车站转换段设计文件中通常采用门形爬坡法,然而由于这种方法转换步序较多,在实际工程中采用较少。基于已有工程经验,提出采用扇形扩挖法进行转换段施工。以重庆市凤天路地铁车站为依托,利用数值模拟研究门形爬坡法和扇形扩挖法2种施工方法的优缺点。着重对比2种施工方法所引起的围岩位移、应力分布,支护结构的受力状态,以及围岩的塑性区分布。研究结果表明:除支护结构最小主应力外,扇形扩挖法所引起的围岩变形、应力、支护结构应力及塑性区半径均小于门形爬坡法。将扇形扩挖法用于凤天路地铁车站转换段施工,转换段施工所消耗工期为20 d较门形爬坡法节约工期12 d,扇形扩挖法较门形爬坡法更有利于控制施工工期。因而,扇形扩挖法较门形爬坡法更适合暗挖地铁车站转换段施工。 The Door type climbing method is generally adopted in the conversion section between constructionpassage and subway station in design document. However, it is not widely used in engineering practice consideringthe complex switching process. Based on engineering experiences, the sector expansion method was put forward.Fengtianlu subway station in Chongqing, China was selected to compare these two construction methodsthrough numerical simulation. Two three - dimensional numerical models were established corresponding todifferent construction methods, and the effectiveness of the established numerical model was validated throughfield monitoring displacement. Then the displacement and stress distribution of surrounding rock masses, internalforce of supporting structures, and the radius of plastic zones were highlighted. Numerical results show that thedisplacement, stress, internal force of supporting structures, and radius of plastic zones induced by sector expansionmethod are all less than that induced by door type climbing method except for the minimum stress of supportingstructures. The sector expansion method is used in Fengtianlu subway station. Consequently, the constructionperiod is 20 days, and 12 days were saved compared to the door type climbing method. The sector expansionmethod is better in controlling construction period than the door type climbing method. It can be concluded that the sector expansion method is more suitable for construction in tunnel conversion section than the door typeclimbing method.
出处 《铁道科学与工程学报》 CAS CSCD 北大核心 2016年第7期1352-1358,共7页 Journal of Railway Science and Engineering
基金 国家自然科学基金资助项目(51578091)
关键词 隧道转换段 门形爬坡法 扇形扩挖法 施工力学 Tunnel conversion section Sector expansion method Door type climbing excavation Construction mechanics
  • 相关文献

参考文献11

二级参考文献81

共引文献228

同被引文献72

引证文献10

二级引证文献27

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部