ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2019, Vol. 39 ›› Issue (2): 294-301.DOI: 10.3973/j.issn.2096-4498.2019.02.016
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WANG Song, ZHU Yongzhan, YU Zhirong
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Abstract:
The disassembly and assembly of heavy temporary support of overlapped shield tunnel is inconvenient and lowefficient. Hence, a kind of automatic hydraulic support trolley with nonuninterrupted underpass under the condition of unloaded support is designed by analyzing the technical and economic indicators of existing support schemes; and the strength of the automatic hydraulic support trolley with construction vehicle function is checked by finite element analysis software SolidWorks Simulation. By adopting electric control and hydraulic control technology, the new type of hydraulic support trolley, to some extent, realizes the mechanization of shield tunnel support and reduces the labor intensity. Meanwhile, by optimizing the structure of the support trolley, the problem of interference between construction procedures is effectively solved, and the weight and cost of support trolley are reduced. The engineering applicable results of the support trolley to Huaxin StationHuangmugang Station Section of Shenzhen Rail Transit Line No. 7 show that the new hydraulic support trolley can guarantee structural safety of the existing tunnel and improve support efficiency effectively.
Key words: overlapped shield tunnel, hydraulic support trolley, unloaded support, structural optimization and design, SolidWorks Simulation, finite element analysis
CLC Number:
U 455.3
WANG Song, ZHU Yongzhan, YU Zhirong. Design of Automatic Hydraulic Support Trolley for Overlapped Shield Tunnel Based on SolidWorks Simulation[J]. Tunnel Construction, 2019, 39(2): 294-301.
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http://www.suidaojs.com/EN/Y2019/V39/I2/294
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