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Injection and drainage system and method for large-scale tunnel simulation loading equipment

A technology of loading equipment and water injection and drainage, which is applied in the testing of machines/structural components, instruments, measuring devices, etc., and can solve the problems of difficult water injection and slow drainage process.

Inactive Publication Date: 2018-10-19
BEIJING JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] The invention provides a large-scale tunnel simulation loading equipment injection and drainage system and a drainage method, to at least solve the problem of difficulty in water injection and drainage of large-scale tunnel simulation loading equipment in a high-pressure water environment in the indoor simulation test of the interaction between the tunnel structure and the surrounding rock. slow process problem

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  • Injection and drainage system and method for large-scale tunnel simulation loading equipment
  • Injection and drainage system and method for large-scale tunnel simulation loading equipment
  • Injection and drainage system and method for large-scale tunnel simulation loading equipment

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Embodiment Construction

[0026] Embodiments of the drainage system and method for large-scale tunnel simulation loading equipment according to the present invention will be described below with reference to the accompanying drawings. Those skilled in the art would recognize that the described embodiments can be modified in various ways or combinations thereof without departing from the spirit and scope of the invention. Accordingly, the drawings and description are illustrative in nature and not intended to limit the scope of the claims. Also, in this specification, the drawings are not drawn to scale, and like reference numerals denote like parts.

[0027] figure 1 It is a perspective view of the rear angle of view of the overall structure involved in the present invention; figure 2 It is a perspective view of the front angle of view of the overall structure involved in the present invention; image 3 is a cross-sectional view of the overall structure involved in the present invention; Figure 4...

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Abstract

The invention provides a water injection and drainage system of large tunnel simulation loading equipment. The water injection and drainage system includes a spliced structure, an embedded loading structure and a water injection device; the spliced structure is a sealed frame which is obtained by splicing an upper top plate, a front wall, a rear wall, a left side plate, a right side plate and a base, wherein the base is provided with a water drainage opening; the embedded loading structure includes a hydraulic cylinder, a push rod and a push plate; the embedded loading structure is embedded into the upper top plate, the left side plate and the right side plate of the spliced structure; a sealing bar is arranged at the push rod, so that sealing can be completed; the water injection device is arranged in the spliced structure; and the water injection device includes horizontal pipes and vertical pipes; the cavities of the vertical pipes are communicated with the cavities of the horizontal pipes; the horizontal pipes are provided with water injection openings; each vertical pipe is provided with a plurality of water outlets; and one or a plurality of water injection devices are adopted. The system has good sealing performance and can rapidly inject water into compacted soil. After an experiment is completed, the push plate is controlled to squeeze the soil, so that water drainage speed can be increased, and therefore, the efficiency of the experiment can be improved.

Description

technical field [0001] The invention belongs to the underground engineering structure simulation test technology, in particular to a drainage system and a drainage method for a large-scale tunnel simulation loading equipment. Background technique [0002] The indoor simulation test device for the interaction between tunnel structure and surrounding rock, whether it is dynamic simulation or model test, is relatively mature at home and abroad, such as the relevant laboratories in Japan, Germany, the United States and other countries, as well as the Southwest Research Institute of the Ministry of Railways Academy of Sciences , Xi'an Jiaotong University, China University of Mining and Technology, Tongji University and other units have relevant test equipment. However, these test equipments are small and can only simulate the stress change inside the surrounding rock and the interaction law between the supporting structures of the surrounding rock during the tunnel excavation und...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01M99/00
CPCG01M99/007
Inventor 李长春延皓董立静张金英黄静
Owner BEIJING JIAOTONG UNIV