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输水工程大直径钢管外包混凝土垫层结构研究

张先帅

西北水电Issue(3):95-100,6.
西北水电Issue(3):95-100,6.DOI:10.3969/j.issn.1006-2610.2024.03.015

输水工程大直径钢管外包混凝土垫层结构研究

Study on the Structure of Large Diameter Steel Pipe Wrapped with Concrete Cushion in Water Conveyance Engineering

张先帅1

作者信息

  • 1. 中铁第一勘察设计院集团有限公司,西安 710043
  • 折叠

摘要

Abstract

To study the influence of cushion modulus and thickness on the stress distribution of steel pipe encased concrete structures in water conveyance engineering,and determine the optimal values of cushion parameters.This paper takes the second phase of the Hanjiang-to-Weihe River Water Transfers Project as the background,and uses finite element software to analyze and study the structure of large-diameter steel pipe wrapped with concrete cushion layer.Determine the stress state of steel pipes and outer concrete under different elastic modulus and thicknesses of the cushion layer.The results indicate that:after setting the cushion layer,the main stress of the outer concrete is signifi-cantly reduced,effectively improving the stress distribution of steel pipes and outer concrete;as the elastic modulus of the cushion layer de-creases,the equivalent stress of the steel pipe gradually increases,and the principal stress of the outer concrete gradually decreases;when the thickness of the cushion layer is less than 20 mm,the maximum principal stress of the outer concrete decreases with the increase of the cushion layer thickness.When the thickness is greater than 20 mm,the reduction of the maximum principal stress of the outer concrete is not significant,and the optimal thickness of the cushion layer is 10~20 mm.When comparing the elastic modulus and thickness of the cushion layer,the equivalent stress of the steel pipe and the principal stress of the outer concrete remain basically unchanged.This paper provides reference for the selection of large-diameter steel pipe wrapped concrete cushion structure in water transmission engineering.

关键词

输水工程/压力钢管/外包混凝土/柔性垫层/应力分布

Key words

water conveyance engineering/pressure steel pipe/outer concrete/flexible cushion layer/stress distribution

分类

建筑与水利

引用本文复制引用

张先帅..输水工程大直径钢管外包混凝土垫层结构研究[J].西北水电,2024,(3):95-100,6.

基金项目

陕西省自然科学基础研究计划-引汉济渭联合基金(2021JLM-50). (2021JLM-50)

西北水电

1006-2610

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