期刊文献+

考虑收敛变形的通缝拼装盾构隧道纵向等效抗弯刚度计算分析 被引量:2

Computational Analysis on Longitudinal Equivalent Stiffness of Shield Tunnel with Straight Joints Considering Convergence Deformation
下载PDF
导出
摘要 为了研究运营地铁通缝拼装盾构隧道长期沉降过程中衬砌结构横向变形对其纵向变形和受力的影响,基于上海轨道交通8号线西藏北路站—中兴路站运营盾构隧道现场试验监测数据,对等效连续化模型进行修正,考虑隧道收敛变形对结构纵向变形的影响,并将该计算方法与现有计算方法进行对比分析。结果表明:1)弯曲状态下,环缝位置不考虑剪切作用时,随着隧道收敛变形的增加,拱底环缝张开量最大值、管片拉压应力和螺栓拉应力均略有减小。2)结构纵向变形曲率半径越小,隧道收敛变形对其影响越显著。3)在大曲率半径隧道结构纵向变形状态下,隧道收敛变形对结构纵向变形的影响可以忽略;不考虑轴向拉伸导致结构纵向变形条件下,结构弯曲导致的拱底环缝张开量较小。 The shield-bored tunnel from North Tibet Road Station to Zhongxing Road Station on No. 8 Line of Shanghai Metro has straight segments joints. In the paper,the deformation of the lining structure of the shield-bored tunnel is monitored,the equivalent continuous model is modified,the influence of the tunnel convergence deformation on the longitudinal deformation of the lining structure is considered,and comparison and contrast is made between the calculation method with consideration of the convergence deformation and the existing calculation methods,so as to study the influence of the transverse deformation of the lining structure on the longitudinal deformation and stress of the lining structure during the operation of the Metro system. The results show that: 1) Under bending conditions,the maximum opening of the ring joints at the invert,the tensile stress and compression stress of the segments and the tensile stress of the bolts decrease as the tunnel convergence deformation increases,without considering the shear at the ring joints. 2)The influence of the tunnel convergence deformation on the lining structure increases as the curve radius decreases. 3)Under the condition of the longitudinal deformation of the tunnel structure with large curvature radius,the influence of the tunnel convergence deformation on the longitudinal deformation of the lining structure can be ignored; Without considering the longitudinal deformation of the lining structure induced by axial tensioning,the opening of the ring joints at the invert caused by the structure curvature is small.
出处 《隧道建设》 北大核心 2015年第2期108-114,共7页 Tunnel Construction
基金 国家自然科学基金项目(50978235)
关键词 盾构隧道 收敛变形 纵向变形 等效弯曲刚度 椭圆方程 shield-bored tunnel convergence deformation longitudinal deformation equivalent bending stiffness elliptic equation
  • 相关文献

参考文献5

  • 1郑永来,韩文星,童琪华,杨柳峰,潘杰.软土地铁隧道纵向不均匀沉降导致的管片接头环缝开裂研究[J].岩石力学与工程学报,2005,24(24):4552-4558. 被引量:101
  • 2丘维声.解析几何[M].北京:北京大学出版社,1999.200.
  • 3P L Rosin. A note on the leasl squares fitting of elliioses [ J ]. Pattern Recognition Letters, 1993 ( 14 ) : 799 - 808.
  • 4W Gander, G H Golub, R Strebel. Least-square fitting of circles and ellipses [ J ]. BIT, 1994 (43) : 558 - 578.
  • 5G Taubin. Estinlation of planar curves, surIaces and nonplanar space curves defined by implicit equations with applications In edge and range image segmentation [J]. IEEE Trans Pattern Analysis and Machine Intelligence, 1991,13 ( 11 ) : 1115 - 1138.

二级参考文献9

  • 1刘建航.上海地铁1号线车站及区间隧道工程技术概要[J].上海建设科技,1995(2):7-8. 被引量:1
  • 2Navarro C,Samart F. Simplified longitudinal analysis of buried tunnels[J]. Software for Engineering Workstations,1988,(4):3-10.
  • 3Luco J E,Anderson J G,Georgevich M. Soil-structure interaction effects on strong motion accelerograms recorded on instrument shelters[J]. Earthquake Engineering and Structure Design,1990,19(1):119-131.
  • 4Choshiro T,Toshio N. Influence of rigidity of soil surrounding shield tunnel upon equivalent rigidity of the tunnel in axial direction[A]. In:Lifeline Earthquake Engineering[C]. Noguchi,Japan:University of Tokyo,1990. 1 131-1 139.
  • 5志波由纪夫,川島一彦. シ―ルドトソネルの耐震解析に用いる長手方向覆土剛性の評價法[A]. 土木学会論文集[C]. [s. l.]:[s. n.],1988. 319-327.
  • 6志波由纪夫,川島一彦. 応答変位法によるシ―ルドトソネルの地震时断面力の算定法[A]. 土木学会論文集[C]. [s. l.]:[s. n.],1988. 385-394.
  • 7肖劲松 王沫然.Matlab 5.x与科学计算[M].北京:清华大学出版社,2000.139-140.
  • 8蒋通.上海市盾构法隧道的抗震设计研究[R].上海:同济大学,1999.5-13.
  • 9蒋通 苏亮.地震引起不均匀沉降作用下盾构法隧道的弹塑性受力分析[A]..第五界全国地震工程会议文集[C].昆明:[s n ],1998.685-690.

共引文献108

同被引文献12

引证文献2

二级引证文献11

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