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变形缝对T型交叉管廊地震响应的影响
引用本文:王长祥,闫启超,梁建文.变形缝对T型交叉管廊地震响应的影响[J].世界地震工程,2022,38(1):037-45.
作者姓名:王长祥  闫启超  梁建文
作者单位:1 中国市政工程华北设计研究总院有限公司, 天津300074;2 天津大学 建筑工程学院, 天津 300350
基金项目:国家重点研发项目(2017YFC0805000)。
摘    要:整体现浇式地下综合管廊通常设置变形缝,以使管廊结构有效增强抵抗土体不均匀沉降的能力。本文以某拟建的整体现浇式T型交叉管廊为例,采用时程分析法计算了其在地震作用下的动力响应,研究了在地震作用下变形缝对管廊内力的影响,以及变形缝的相对变位。研究表明:在地震作用下,变形缝可以显著降低T型交叉管廊节点内力,但变形缝相对变位也会随之增大,最大张开量、压缩量和错位量分别可达5 mm、6 mm和3.2 mm。研究对整体现浇式T型交叉管廊的抗震设计具有一定的参考价值。

关 键 词:T型交叉管廊  整体现浇式  变形缝  抗震分析  时程分析法  地震内力

Influence of deformation joints on seismic response of T-type utility tunnels
WANG Changxiang,YAN Qichao,LIANG Jianwen.Influence of deformation joints on seismic response of T-type utility tunnels[J].World Information On Earthquake Engineering,2022,38(1):037-45.
Authors:WANG Changxiang  YAN Qichao  LIANG Jianwen
Institution:1 North China Municipal Engineering Design & Research Institute Co., Ltd., Tianjin 300074, China;2 School of Civil Engineering, Tianjin University, Tianjin 300350, China
Abstract:The integral cast-in-place underground utility tunnels are usually equipped with deformation joints to enhance effectively their resistance to the uneven settlement of the soils. This paper made seismic analysis of T-type utility tunnels with deformation joints by the time-history analysis method,and studied the influence of the deformation joints on the seismic internal forces and the deformations at the deformation joints of the T-type utility tunnels. The results show that the deformation joints can effectively reduce the seismic internal forces at the junction sections of T-type utility tunnels,but the deformations at the deformation joints increase,and the maximum opening, compression and drift of the deformation joints may be up to 5 mm,6 mm and 3.2 mm,respectively. The results may be a reference for the design of the deformation joints of T-type utility tunnels.
Keywords:T-type utility tunnels  integral cast-in-place  deformation joints  seismic analysis  time-history analysis method  seismic internal forces
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