给水排水2024,Vol.50Issue(2) :135-138.DOI:10.13789/j.cnki.wwe1964.2023.09.18.0001

不锈钢内衬法修复供水管道所需内衬管厚度分析

Analysis of liner thickness required for the rehabilitation of water supply pipes by stainless steel lining method

王慧 丁纪元 陆学兴 马孝春
给水排水2024,Vol.50Issue(2) :135-138.DOI:10.13789/j.cnki.wwe1964.2023.09.18.0001

不锈钢内衬法修复供水管道所需内衬管厚度分析

Analysis of liner thickness required for the rehabilitation of water supply pipes by stainless steel lining method

王慧 1丁纪元 2陆学兴 1马孝春2
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作者信息

  • 1. 北京北排建设有限公司,北京 100124
  • 2. 中国地质大学(北京)工程技术学院,北京 100083
  • 折叠

摘要

不锈钢内衬法修复供水管道目前缺乏专用的技术规范与完善的设计理论,特别是关于不锈钢内衬管的厚度设计方面存在较大争议.对不锈钢内衬管的破坏模式进行了分析,提出了不同破坏模式下的内衬管厚度计算公式,并通过案例对比了不同破坏准则下所需的不锈钢内衬管厚度的相对大小.结果表明,《城镇给水管道非开挖修复更新工程技术规程》(CJJ/T 244)设计的内衬管厚度偏于保守,宜按承受内压、负压和局部孔洞下的跨越能力共同约束条件设计不锈钢内衬管的厚度.

Abstract

The stainless steel lining method for rehabilitating water supply pipelines currently lacks dedicated technical specifications and comprehensive design theories,especially in terms of wall thickness design of stainless steel liner.The failure modes of stainless steel liner were ana-lyzed,and formulas for calculating the wall thickness of liner under different failure modes were proposed.The relative size of the required wall thickness of stainless steel liner under different fail-ure criteria was compared through a case study.The results indicate that the wall thickness of the lining pipe designed in Technical specification for trenchless rehabilitation and renewal of urban sewer pipelines(CJJ/T 244)is relatively conservative,and it is advisable to design the liner thick-ness of stainless steel according to the jointly constrain conditions of the capacity of liner to endure internal pressure,negative pressure,and crossing local holes.

关键词

供水管道/不锈钢内衬法/内衬管厚度/非开挖

Key words

Water supply pipeline/Stainless steel lining/Liner thickness/Trenchless

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出版年

2024
给水排水
亚太建设科技信息研究院,中国建筑设计研究院,中国土木工程学会

给水排水

CSTPCDCSCD北大核心
影响因子:0.8
ISSN:1002-8471
参考文献量3
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