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自调式升降井盖与传统井盖力学性能对比分析

王东炜 李芳 闫磊

郑州大学学报(工学版)2013,Vol.34Issue(4):1-4,4.
郑州大学学报(工学版)2013,Vol.34Issue(4):1-4,4.DOI:10.3969/j.issn.1671-6833.2013.04.001

自调式升降井盖与传统井盖力学性能对比分析

Comparative Analysis of Mechanical Properties of the Self-adjustable Lifting Manhole Cover and the Rraditional One

王东炜 1李芳 1闫磊2

作者信息

  • 1. 郑州大学土木工程学院,河南郑州450001
  • 2. 郑州市市政工程管理处,河南郑州450053
  • 折叠

摘要

Abstract

Based on finite element analysis,considering three working conditions:1) single wheel in the middle of the manhole cover,2) single wheel at the junction of the manhole cover and the road,3) single wheel x meters distance from the junction of the manhole cover and the road,it carried out the comparisons and analysis of stress and deformation of the new type self-adjustable lifting manhole cover and the traditional manhole cover on asphalt concrete pavement.The result showed that the vertical deformation and the wheel stress of the new type manhole cover are less than the traditional one in the three working conditions,and the new type manhole cover can be better compatibly deformed than the traditional manhole cover,reducing the relative destruction of the manhole cover and the surrounding road.The research results of this paper provides theory basis for the popularization and application of the self-adjustable lifting manhole cover.

关键词

自调式升降井盖/传统井盖/力学性能/有限元分析

Key words

self-adjustable lifting manhole cover/ traditional manhole cover/ mechanical property/ finite element analysis

分类

交通工程

引用本文复制引用

王东炜,李芳,闫磊..自调式升降井盖与传统井盖力学性能对比分析[J].郑州大学学报(工学版),2013,34(4):1-4,4.

基金项目

国家自然科学基金资助项目(50978232) (50978232)

郑州大学学报(工学版)

OA北大核心CSTPCD

1671-6833

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