Analogue experiment stand for interreaction of tunnel structure, surrounding rock and underground water

A technology for simulating test benches and tunnel structures, applied in the field of underground engineering simulation tests, which can solve problems such as inability to simulate underground pressure water, poor design and manufacture of experimental devices, and lack of design experience

Active Publication Date: 2007-03-21
BEIJING JIAOTONG UNIV +1
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AI Technical Summary

Problems solved by technology

However, these test equipment can only simulate the stress and deformation inside the surrounding rock and the interaction law between the surrounding rock and the supporting structure during the excavation process of the tunnel, and cannot simulate the effect of underground pressure water. Water has certain difficulties. It is necessary to ensure that the simulated loading of formation pressure and water pressure are independent of each other, and that the entire test device is sealed, and that the loading plates in different directions do not interfere with each other. Compared with the case without water, the test It is more difficult, and the design of the experimental device

Method used

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  • Analogue experiment stand for interreaction of tunnel structure, surrounding rock and underground water
  • Analogue experiment stand for interreaction of tunnel structure, surrounding rock and underground water
  • Analogue experiment stand for interreaction of tunnel structure, surrounding rock and underground water

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Embodiment Construction

[0023] The invention provides a simulation test bench for interaction among tunnel structure, surrounding rock and groundwater. It consists of four major parts: ① counterforce frame; ② hydraulic servo control loading system; ③ hydraulic loading and sealing system; ④ hydraulic loading and data acquisition computer control system. Be described below in conjunction with accompanying drawing. In Fig. 1 and Fig. 2, the composition of the reaction force frame: the integral frame 6 (including the right side plate 21 and the left side plate 24) is welded as a whole with the base 17; the front limiting plate 22, the rear limiting plate 19, The front and rear tunnel mouth baffles 13 and the top cover 2 are connected to the integral frame 6 through high-strength bolts 20, and pressure water permeable holes are arranged on the top pressure bearing plate 7; the materials of each pressure bearing plate and the integral frame are made of high-strength engineering. Type steel and steel plate...

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Abstract

The present invention discloses a simulation test table of tunnel structure, surrounding rock and underground water interaction, belonging to the field of underground engineering simulation test technology. Said test table is formed from the following four portions: (1), reaction frame; (2), hydraulic servo control loading system; (3), water pressure loading and sealing system; and (4), hydraulic loading and data acquisition computer control system.

Description

technical field [0001] The invention belongs to underground engineering simulation test technology, in particular to a simulation test bench for interaction among tunnel structure, surrounding rock and ground water. Background technique [0002] The indoor model test device for the interaction between the tunnel structure and the surrounding rock, whether it is planar or three-dimensional, is relatively mature at home and abroad, such as the relevant laboratories in the United States, Germany, Poland and other countries, as well as the domestic Ministry of Railways Research Institute, Transportation The Ministry of Chongqing Highway Research Institute, China University of Mining and Technology, the Third Research Institute of the General Staff Engineering Corps, Xi'an University of Science and Technology, Shandong University of Science and Technology and other units have relevant test equipment. However, these test equipment can only simulate the stress and deformation insid...

Claims

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Application Information

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IPC IPC(8): E02D33/00E21D9/14E02D29/00
Inventor 刘保国张顶立王梦恕
Owner BEIJING JIAOTONG UNIV
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