排水塑料管破裂缺陷等效性的研究

王和平,陈晓阳, 周利

地下空间与工程学报 ›› 2016, Vol. 12 ›› Issue (2) : 484-488.

PDF(1710 KB)
PDF(1710 KB)
地下空间与工程学报 ›› 2016, Vol. 12 ›› Issue (2) : 484-488.
设计、施工、监测

排水塑料管破裂缺陷等效性的研究

  • 王和平1,陈晓阳2, 周利3
作者信息 +

Study on Equivalence of Plastic Drainage Pipes Cracking Defect

  • Wang Heping1, Chen Xiaoyang2, Zhou Li3
Author information +
文章历史 +

摘要

根据《城镇排水管道检测与评估技术规程》CJJ181-2012对破裂缺陷等级的划分,对有缺陷的排水塑料管道进行环刚度、抗压强度、外压破坏荷载试验研究,探讨管道在破裂缺陷等级与缺陷数量的等效关系以及缺陷位置和缺陷分布对管道破坏的影响。结果表明,多个低级缺陷与1个高一级的缺陷之间有一定的等效关系;管道缺陷的位置和分布对管道的破坏程度有一定的影响。

Abstract

Referring to the Technical Specification for Inspection and Evaluation of Urban Sewer(CJJ181-2002)’on division of cracking defect levels, based on calculating the ring stiffness, compressive strength and compressive fracture load of the defective plastic drainage pipe, the equivalent relationship between the number of defects and the cracking defect levels of pipeline and the effect of defect position and defect distribution on the pipeline failure were discussed. The results show that there is certain equivalent relationship between multiple low-level defects and the high level of defect. The location and distribution of pipeline defect have certain influence on the extent of damage of the pipes.

关键词

排水管道 / 破裂缺陷 / 环刚度 / 抗压强度

Key words

drainage pipeline / cracking defects / ring stiffness / compressive strength

引用本文

导出引用
王和平 , 陈晓阳 , 周利. 排水塑料管破裂缺陷等效性的研究[J]. 地下空间与工程学报, 2016, 12(2): 484-488
Wang Heping , Chen Xiaoyang , Zhou Li. Study on Equivalence of Plastic Drainage Pipes Cracking Defect[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(2): 484-488
中图分类号: TU992.02   

参考文献

[1] 王和平,安关峰,谢广永.《城镇排水管道检测与评估技术规程》(CJJ181-2012)解读[J].给水排水,2014,40(2):124-127. (Wang Heping, An Guanfeng, Xie Guangyong. Regulations of technology of urban drainage pipeline detection and evaluation, interpretation (CJJ181-2012) [J]. Water Supply and Drainage, 2014, 40 (2) : 124-127. (in Chinese))
[2] 马碧涛.残余应力对压痕实验中压力—压痕深度曲线的影响[D].哈尔滨:哈尔滨工业大学,2007. (Ma Bitao. Residual stress of pressure-indentation experiments the influence of the depth curve [D]. Harbin: Harbin Industrial University, 2007. (in Chinese))
[3] 中华人民共和国住房和城乡建设部.城镇排水管道检测与评估技术规程(CJJ181-2002)[S].北京:中国建筑工业出版社,2012. (Housing and Urban-rural Development of the People’s Republic of China. Technical specification for inspection and evaluation of urban sewer. (CJJ181-2002)[S]. Beijing: China Architecture and Building Press. (in Chinese))
[4] 石亚军,周元,易聃.波纹管环刚度试验装置:CN,CN 203053790 U[P].2013. (Shi Yajun, Zhou Yuan, Yi Ran. Corrugated pipe ring stiffness test device: CN, CN 203053790 U [P]. China Patent 2013. (in Chinese))[5] 刘淮.现代地下通信管道用塑料管[J].邮电设计技术,1996(9):1-8. (Liu Huai. Modern underground communication pipe with plastic tube [J]. Journal of Post and Telecommunications Design Technology, 1996(9): 1-8. (in Chinese))
[6] 袁文芳.基于塑性力学新方法的弹塑性断裂研究[D].长沙:中南大学,2014. (Yuan Wenfang. Based on the plastic mechanics, a new method of elastic-plastic fracture research [D]. Changsha Central South University, 2014. (in Chinese))
[7] 张晓庆.含裂缝缺陷输油管道的抗震安全性研究[D].大庆:东北石油大学,2013. (ZhangXiaoqing. Including pipeline crack defects of seismic safety study [D]. Daqing Northeast Petroleum University, 2013. (in Chinese))
[8] 付浩.基于位错理论的疲劳裂纹扩展特性研究[D].长沙:长沙理工大学, 2010. (Fu Hao. Based on the fatigue crack propagation properties of the dislocation theory research [D]. Changsha:Changsha University of Science and Technology, 2010. (in Chinese))
[9] 刘宝良.含缺陷结构断裂力学[M].哈尔滨:哈尔滨工业大学出版社,2012. (Liu Baoliang Structure containing defects. Fracture mechanics [M]. Harbin: Harbin Industrial University Press, 2012. (in Chinese))
[10]Song C Y, Teng J G, Rotter J M. Imperfection sensitivity of thin elastic cylindrical shells subject to partial axial compression[J]. International Journal of Solids and Structures, 2004,41(S24-25):7155-7180.

基金

广东省国际合作项目(2012B050300005)
PDF(1710 KB)

287

Accesses

0

Citation

Detail

段落导航
相关文章

/