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混凝土排水管道承插口力学性能研究

胡文伟

江西建材Issue(5):265-268,4.
江西建材Issue(5):265-268,4.

混凝土排水管道承插口力学性能研究

Research on Mechanical Properties of Concrete Drainage Pipe Socket

胡文伟1

作者信息

  • 1. 龙里县水务局,贵州 龙里 551200
  • 折叠

摘要

Abstract

In order to study the mechanical properties of drainage pipe socket,a pipe-soil-fluid coupling numerical model was constructed by using ABAQUS software and Fluent software to study the effects of different flow rates,buried depth and load position on the mechanical properties of drainage pipe socket.The results show that the model can accurately reflect the mechanical behavior of pipe socket under load,and the error between the measured data and the simulated results is in the range of 4%~12%.The influence of flow velocity on the overall stress of the socket is limited,and it only changes weakly in the local area.When the loading position moves from-1.2 m to 1.2 m,the top stress of the socket tube ranges from 1.18 MPa to 1.50 MPa,and the top stress of the socket tube ranges from 0.02 MPa to 0.35 MPa.When the buried depth of the pipe increases to 1.0 m,the stress at the top and bottom of the pipe socket increases by 6.89%and 4.19%,respectively,compared with that at the buried depth of 0.8 m,and the stress at the top and bottom of the pipe socket increases by 24.31%and 35.40%,respectively,indicating that optimizing the loading position and rationally adjusting the buried depth can effectively improve the mechanical performance of the pipe socket.

关键词

排水管道/承插口/数值模拟/力学性能

Key words

Drainage pipeline/Socket/Numerical simulation/Mechanical property

分类

建筑与水利

引用本文复制引用

胡文伟..混凝土排水管道承插口力学性能研究[J].江西建材,2025,(5):265-268,4.

江西建材

1006-2890

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