安关峰;刘添俊;梁豪;李占伟;

• 1:广州市市政集团有限公司
• 2:中国地质大学(武汉)

摘要(Abstract)：

目前我国排水管道采用原位固化内衬(CIPP)进行非开挖修复的设计理论并不完善,主要参考《城镇排水管道非开挖修复更新工程技术规程》CJJ/T210-2014,存在的主要问题是没有考虑CIPP内衬出现的各种几何缺陷,包括褶皱、环状间隙等对圆周支撑系数K值的影响。通过总结已有的研究成果认为:内衬的尺寸比DR、褶皱和环状间隙等参数对K值有重要影响,建议在CIPP修复设计中,引入褶皱和环状间隙等几何缺陷的强度折减系数;在进行CIPP内衬修复设计时,应该通过施工前CCTV检查结果,结合施工经验预测几何缺陷尺寸,综合确定相应的圆周支撑系数K值。

关键词(KeyWords)： 排水管道;原位固化内衬;圆周支撑系数;几何缺陷

Abstract:

Keywords:

基金项目(Foundation): 国家科技支撑计划课题项目(2015BAK11B03);; 广州市市政集团有限公司项目“城镇排水管道检测评估方法的研究”(2012B050300005);“光固化玻璃纤维内衬修复技术在地下管道非开挖修复中的应用”(2012B091100052)

作者(Author): 安关峰;刘添俊;梁豪;李占伟;

Email:

DOI:

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