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现代隧道技术 2023, Vol. 60 Issue (4) :213-221    DOI:
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复杂环境高铁咽喉区隧道下穿机场段结构设计研究
(1.中铁第一勘察设计院集团有限公司,西安 710043;2.陕西省铁道及地下交通工程重点实验室(中铁一院),西安 710043)
Study on the Structural Design for Tunnels Undercrossing Airport Section in High-speed Railway Throat Area under a Complex Environment
(1. China Railway First Survey and Design Institute Group Co., Ltd., Xi'an 710043; 2. Shaanxi Railway and Underground Traffic Engineering Key Laboratory(China Railway First Survey and Design Institute), Xi'an 710043)
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摘要 为确保复杂环境下高铁咽喉区隧道下穿机场航站楼段结构安全,依托津潍高铁济南联络线下穿GTC、遥墙国际机场T2航站楼工程,对隧道结构形式、结构受力、桩基础布置、沉降变形控制及构造加强措施等进行研究,提出直墙平顶圆拱结构形式、大跨直墙拉杆拱结构形式、桩基础均匀布置形式以及整体纵横向暗梁局部加强环梁的构造措施,并对各结构形式进行分析。结果表明:下穿段隧道采用直墙平顶圆拱结构形式、大跨直墙拉杆拱结构形式可满足受力要求;复杂断面隧道结构二维计算结果与三维结果偏差仅为14%,设计时可根据二维计算结果进行配筋,根据三维计算结果进行校核;桩基础均匀布置方案更利于控制隧道结构变形沉降,设置纵横向暗梁的措施能够增加隧道结构刚度及稳定性。
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宋 艺 1
2
关键词高铁隧道   下穿机场   结构设计   变形控制   桩基布置   纵横向暗梁     
Abstract: The purpose of this paper is to determine the structural design method for tunnels undercrossing the air? port terminal section in high-speed railway throat area under a complex environment. Based on the tunnel project undercrossing the GTC and the T2 terminal of the Yaoqiang International Airport, which is on the Jinan connection line of the Tianjin-Weifang High Speed Railway, the structural form, structural stress, pile foundation layout, tunnel settlement and deformation control and structural strengthening measures for the tunnel are studied, so as to propose the straight wall, flat top and circular arch structure form, the long-span straight wall tie-arch structure form, the uniform layout pattern of pile foundation and the structural measures of the overall vertical and horizontal hidden beams plus locally reinforced ring beams, and to analyze the above-mentioned structural forms. The results show that the use of straight wall, flat top and circular arch structure and the large span straight wall tie-arch structure in the undercrossing tunnel can meet the load-bearing requirements. The deviation between the two-dimensional calculation result of complex cross-section tunnel structures and the three-dimensional calculation result is only 14%. During design, reinforcement can be made based on the two-dimensional calculation result and verified based on the three-dimensional calculation result. The uniform layout scheme of pile foundation is more beneficial to controlling deformation and settlement of the tunnel structure, and the measures of setting vertical and horizontal hidden beams can improve rigidity and stability of the tunnel structure.
KeywordsUndercrossing airport,   High-speed railway tunnel,   Structural design,   Settlement deformation,   Pile foun? dation layout,   Vertical and horizontal hidden beams     
作者简介: 宋 艺(1989-),男,硕士,高级工程师,主要从事高铁隧道、城际铁路隧道、城市轨道交通地下工程勘察及设计方面的工作及研究, E-mail:281077865@qq.com.
引用本文:   
宋 艺 1, 2 .复杂环境高铁咽喉区隧道下穿机场段结构设计研究[J]  现代隧道技术, 2023,V60(4): 213-221
SONG Yi1, 2 .Study on the Structural Design for Tunnels Undercrossing Airport Section in High-speed Railway Throat Area under a Complex Environment[J]  MODERN TUNNELLING TECHNOLOGY, 2023,V60(4): 213-221
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