New Design Principle and Application of Gas Transmission Pipeline with Scratch and Puncture Resistance Property
摘 要
与设计系数较为保守的传统设计相比, 现有设计引进耐凿伤、耐刺穿概念可以更好地了解管道抵御外部损坏的能力。本文介绍国内外管道地区等级划分的背景和分区体系, 阐述外部损坏的失效机制、凿伤、刺穿以及其他损伤类型条件下失效应力与流动应力的关系,提出输气管道新的设计理念, 在满足管道耐划伤和耐刺穿条件下, 对于大管径基于传统设计方法的管道来说, 目前使用的壁厚偏于保守, 对于小直径管道来说, 目前使用的壁厚在某些情况下太小。总的来说, 引进这个概念一般可以明显节省钢材使用量, 从而带来经济效益, 并更好地保证管道安全。
Abstract
Compared with traditional design of which design coefficient is conservative, current design introduces scratch resistance and puncture resistance concepts to better understand the capacity of pipeline withstanding external damage. This article introduces background of differentiation of location class domestic and overseas, elaborates failure mechanism of external damage and relationship of failure stress and flowing stress under conditions of scratch, puncture and other damage type, presents new design principle of gas transmission pipeline. Considering pipeline meeting the requirement of scratch and puncture resistance, the wall thickness for large diameter pipeline designed by traditional method is more conservative while the wall thickness for small one is much less. Generally, introducing the concept could save the quantity of steel using obviously, bring economic benefits and ensure pipeline safety better.
中图分类号 TE988
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备注周亚薇(1986-), 女, 汉族, 河北任丘人, 硕士, 工程师, 工作于中国石油天然气管道工程有限公司, 主要从事油气长输管道工程设计工作,
引用该论文: ZHOU Ya-wei,ZHANG Jin-yuan,WU Yu-liang,WANG Dan. New Design Principle and Application of Gas Transmission Pipeline with Scratch and Puncture Resistance Property[J]. Corrosion & Protection, 2015, 36(S1): 12
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参考文献
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【2】李鹤林,赵新伟,吉玲康. 油气管道失效分析与完整性管理[J]. 理化检验-物理分册,2005,41(增刊).
【3】NEN 3650 Requirements for steel pipeline transportation systems[R]. NNI, 1992, UDC 621.643.2-034.14: 621.644.2.
【4】ANSI B 31.8 Gas transmission and distribution piping system[S].
【5】SPIEKHOUT J. Calculation predict leak area in gas pipelines[J]. Oil & Gas Journal, 1991(5): 40-45.
【6】JONES D A,CARTER D A. Pipeline safety evaluations and their relevance to land-use planning decisions[J]. Pipeline Industries Guild,1989,6: 13-16.
【7】HOPKINS P,CORDER I,CORBIN P. The resistance of gas transmission pipelines to mechanical damage[C]. International Conference on Pipeline Reliability. Calgary: [s.n.],1992: paper VIII-3-1.
【8】SPIEKHOUT J,GRESNIGT A M,KUSTERS G M A. The behaciour of a steel cylinder under the influence of a local load in the elastic and elastoplastic area[C]//In Lecyure Notes in Engineering no.26 “Shell and spatial structures: computational aspects-proceeding of the international symposium”,July 1986,Leuven Belgium Springer-Verlag: 329-326.
【9】HOPKINS P,CORDER I,CORBIN P. The resistance of gas transmission pipelines to mechanical damage[C]//International Conference on Pipeline Reliability,Calgary: [s.n.],1992: paper VIII-3-1.
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