ISSN 2096-4498

   CN 44-1745/U

二维码

Tunnel Construction ›› 2022, Vol. 42 ›› Issue (8): 1491-1498.DOI: 10.3973/j.issn.2096-4498.2022.08.019

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Application of New Prefabricated Lining Structure in Railway Tunnel Construction by Mining Method

HE Quan1, CHEN Zhen1, *, YANG Yi2, QI Rujian1, LIU Sheng1, FANG Yuzhong1   

  1. (1. The First Engineering Co., Ltd. of China Railway Tunnel Group, Chongqing 401123, China; 2. China Railway Chengdu Group Co., Ltd., Chengdu 610082, Sichuan, China)
  • Online:2022-08-20 Published:2022-09-09

Abstract:

Secondary lining crowns of railway tunnels constructed by the mining method have many defects, such as hollows, insufficient thickness, cracks, and falling blocks. Accordingly, a case study is conducted on the Hujiagou tunnel of the east ring line of Chongqing railway hub, and the castinplace lining is replaced by a prefabricated one. Furthermore, arch lining prefabrication, sidewall construction using a highprecision cantilever, prefabricated lining transportation, and prefabricated lining assembly equipment are studied. Moreover, technical issues faced in prefabricated lining construction, including the joint straightness adjusted by highprecision lining formwork jumbo and sidewall cantilever steel skeleton stabilized by entirering universallength positioning reinforcement, are resolved, forming a complete set of new prefabricated lining assembly technology. The field application reveals the following: (1) The prefabricated lining construction technology of the prefabricated arch lining + castinplace sidewall is feasible, which can effectively avoid the quality defects of tunnel arch constructed by the mining method and improve the quality of tunnel arch lining. (2) The new prefabricated lining adopts the Ltype and large spherical joints, and the construction quality is easier to control and assemble by the large spherical joint than the Ltype joint. (3) A series of techniques, such as speciallymade steel mold with high precision, highprecision cantilever formwork trolley, and secondary refined adjustment of sidewall cantilever during concrete casting, are adopted to ensure the joint construction accuracy and meet assembly requirements. (4) By analyzing the data monitored for stress and deformation of the lining structure, the stress and deformation law of internal force of tunnel lining structure is obtained. (5) The new prefabricated lining construction technology has a high mechanization degree, which can guarantee the stability and safety of the structure during construction.