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A device and method for model experiment of pipe and culvert on frozen ground under traffic load

A technology for permafrost foundation and model experiments, which is applied in the test of infrastructure, infrastructure engineering, roads, etc., and can solve problems such as lack of experimental equipment and ineffective research.

Active Publication Date: 2022-07-08
HUBEI UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For this part of the research, there is a lack of relevant test equipment at home and abroad, and it is impossible to effectively study this part of the content.

Method used

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  • A device and method for model experiment of pipe and culvert on frozen ground under traffic load

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Embodiment Construction

[0037] like figure 1 As shown, the pipe culvert model experimental device on frozen ground under the action of traffic load of the present invention includes an outer box 1, an inner box 13, a servo hydraulic loading system, a water inlet control system, a drainage collection system, a traffic load simulation system, a pressure Sensing system, temperature sensing system, PIV testing system 21, temperature control system, wherein, the inner box 13 is formed by two partitions 24 with holes in the lower part as the interval inside the outer box 1, and the height of the partitions 24 is equal to The height of the two side panels of the outer box 1. The front of the outer box 1 is made of transparent tempered glass.

[0038] The servo hydraulic loading system is fixed on the upper part of the outer box body 1. The servo hydraulic loading system includes a pressure gauge 5, a reaction force beam 3, an oil pump 4, and a hydraulic jack 25. The pressure gauge 5 is arranged on the reac...

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Abstract

The invention discloses an experimental device and an experimental method for a pipe culvert model on a frozen ground under the action of traffic loads, comprising an outer box body and an inner box body. The simulated soil is laid, a test pipe culvert is set in the simulated soil, and a servo hydraulic loading system is also included, which is fixed on the upper part of the outer box; the water inlet control system and the drainage collection system are respectively arranged on the upper side of the outer box and the outer box. Below the opposite side; the traffic load simulation system is located on the cover of the inner box and below the cover of the outer box; the pressure sensing system is distributed around the test pipe culvert in the inner box; the PIV test system is located outside Outside the box, the stress characteristics of the pipe and culvert on the permafrost foundation and the displacement of the surrounding fill are studied under the traffic load. The present invention considers the influence of traffic load and freezing and thawing on the pipe culvert, analyzes the force of the pipe culvert and the displacement of the surrounding filling, and can more realistically simulate the influence of the vehicle passing on the embankment in the frozen land area on the pipe culvert.

Description

technical field [0001] The invention relates to the technical field of geotechnical test equipment, in particular to a pipe culvert model test device on frozen ground under traffic load, and also relates to an experimental method for a pipe culvert model test device on frozen ground under traffic load. Background technique [0002] The permafrost area in my country is vast, and about 53.5% of the land area belongs to the seasonally frozen soil area. The freezing and thawing of the foundation soil in the frozen soil area is a key problem affecting the safety of the roadbed. The frost heave and thawing of the foundation soil have a significant impact on the force of the culvert. The stress gradient between the bodies causes the vertical displacement of the culvert and the additional stress of the culvert. At the same time, with the rapid economic development, the volume of logistics and transportation is increasing day by day, and the influence of traffic loads, especially he...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D33/00E01F5/00E01C3/06
CPCE02D33/00E01F5/005E01C3/06
Inventor 马强银豪梁肖衡林陈智刘永莉吴念泽程宏梁曾高飞陈俊杰李俊辉
Owner HUBEI UNIV OF TECH
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