Test device for simulating pipeline mechanical reaction in frozen soil environment

A test device and environment technology, which is applied in the direction of measuring device, mechanical measuring device, and mechanical device, can solve the problems of lack of buried pipeline mechanical response test observation system and restrict research work, and achieve the effect of preventing frost heave

Pending Publication Date: 2021-01-26
CHANGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although there are many research results on frozen soil pipelines, there is a lack of experimental observation system for the mechanical response of buried pipelines in frozen soil environments, which restricts the development of research work to a certain extent.

Method used

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  • Test device for simulating pipeline mechanical reaction in frozen soil environment
  • Test device for simulating pipeline mechanical reaction in frozen soil environment
  • Test device for simulating pipeline mechanical reaction in frozen soil environment

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Embodiment Construction

[0018] The present invention is described in further detail now in conjunction with accompanying drawing. These drawings are all simplified schematic diagrams, which only illustrate the basic structure of the present invention in a schematic manner, so they only show the configurations related to the present invention.

[0019] Such as Figure 1 to Figure 5 The shown test device for simulating the mechanical response of pipelines in a permafrost environment has an outer box body, a refrigeration box body and a test box body, the refrigeration box body 2 is placed in the outer box body 1, and the test box body 3 is placed in the In the refrigeration box body 2. The tops of the refrigeration box 2 and the test box 3 are jointly sealed by a sealed inner cover 12. The sealed inner cover 12 is connected with the refrigeration box 2 and the test box 3 through a slot and is reinforced by bolts. The top of the outer box 1 Sealed by the sealing cover 11.

[0020] Four support frames...

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PUM

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Abstract

The invention relates to a test device for simulating a pipeline mechanical reaction in a frozen soil environment, the test device is provided with an outer box body, a refrigeration box body and a test box body, the refrigeration box body is arranged in the outer box body, the test box body is arranged in the refrigeration box body, a support frame is fixed at the bottom of the test box body, anda buried pipeline for testing is fixed on the support frame, a foil gauge is attached to the bottom of the buried pipeline, an observation window is formed in the side wall of the outer box body, a strain line output port connected with the foil gauge through a line is formed in the observation window, a vertical displacement measurer is arranged on the buried pipeline, the scale display end of the vertical displacement measurer is located at the observation window, and the periphery of the buried pipeline is wrapped with a flexible protective sleeve. According to the invention, the mechanical reaction and displacement change process of the buried pipeline under the conditions of different types, different depths and different angles in a frozen soil environment can be simulated, and a test basis is provided for the damage cause analysis of the buried pipeline in the frozen soil environment.

Description

technical field [0001] The invention relates to the technical field of buried pipeline stress research, in particular to a test device for simulating the mechanical response of pipelines in a frozen soil environment. Background technique [0002] Buried pipelines are one of the important channels for the transportation of substances such as oil and gas, and play an indispensable role in oil and gas transportation and urban water and heat supply. Due to the wide distribution of buried pipelines and long transportation distances, it is inevitable to pass through complex geological environments such as permafrost. Frozen soil contains underground ice and has fluidity. Its long-term strength is much lower than the instantaneous strength, which leads to frozen soil Pipelines face hazards such as frost heaving and thawing. Although there are many research results on frozen soil pipelines, the lack of experimental observation system for the mechanical response of buried pipelines ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/00G01B5/02G01B21/32G01M13/00
CPCG01N3/00G01B5/02G01B21/32G01M13/00
Inventor 朱庆杰智睿陶磊李莉张建龙
Owner CHANGZHOU UNIV
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