科技资讯2024,Vol.22Issue(6) :170-172.DOI:10.16661/j.cnki.1672-3791.2402-5042-5226

城市地下综合管廊浅埋暗挖法施工安全风险探讨

Exploring the Construction Safety Risk of the Shallow-Buried Undercutting Method for Urban Underground Comprehensive Pipe Gallerys

张志成 邱凤夏
科技资讯2024,Vol.22Issue(6) :170-172.DOI:10.16661/j.cnki.1672-3791.2402-5042-5226

城市地下综合管廊浅埋暗挖法施工安全风险探讨

Exploring the Construction Safety Risk of the Shallow-Buried Undercutting Method for Urban Underground Comprehensive Pipe Gallerys

张志成 1邱凤夏2
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作者信息

  • 1. 嘉兴职业技术学院 浙江嘉兴 314036
  • 2. 中元建设集团股份有限公司 浙江嘉兴 314000
  • 折叠

摘要

针对城市地下综合管廊浅埋暗挖法施工安全风险展开探讨,分析了地下综合管廊浅埋暗挖法施工安全风险因素,识别确定了浅埋暗挖法施工安全的致灾风险因素.基于此,构建了城市地下综合管廊浅埋暗挖法施工安全风险指标体系,指标体系包括技术风险因素、人员风险因素、环境风险因素、物料机械风险因素和施工管理风险因素5个方面,同时介绍了浅埋暗挖法施工安全风险评价贝叶斯网络模型;并提出了城市地下综合管廊浅埋暗挖法施工安全风险的关键问题.

Abstract

This article explores the construction safety risk of the shallow-buried undercutting method for urban underground comprehensive pipe galleries,and analyzes the construction safety risk factors of the shallow-buried undercutting method for underground comprehensive pipe galleries,identifying and determining the disaster risk factors of the construction safety of the shallow-buried undercutting method.Based on this,this paper constructs an index system of the construction safety risk of the shallow-buried undercutting method for urban underground comprehensive pipe galleries,which includes the five aspects of technical risk factors,personnel risk factors,environ-mental risk factors,material and machinery risk factors and construction management risk factors,introduces a Bayesian network model for the construction safety risk assessment of the shallow-buried undercutting method,and proposes the key issues of the construction safety risk of the shallow-buried undercutting method for urban under-ground comprehensive pipe galleries.

关键词

城市地下综合管廊/浅埋暗挖法/施工安全风险/贝叶斯网络

Key words

Urban underground comprehensive pipe gallery/Shallow-buried undercutting method/Construction safety risk/Bayesian network

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出版年

2024
科技资讯
北京国际科技服务中心 北京合作创新国际科技服务中心

科技资讯

影响因子:0.51
ISSN:1672-3791
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