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[1]赵树炳,赵振兴,张志强,等.多年冻土区埋地管道保温方案的设计与有限元分析[J].油气储运,2015,34(1):86-89.[doi:10.6047/j.issn.1000-8241.2015.01.018]
　ZHAO Shubing,ZHAO Zhenxing,ZHANG Zhiqiang,et al.Design and finite element analysis of insulation of pipeline buried in permafrost area[J].Oil & Gas Storage and Transportation,2015,34(1):86-89.[doi:10.6047/j.issn.1000-8241.2015.01.018]

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多年冻土区埋地管道保温方案的设计与有限元分析

《油气储运》[ISSN:1000-8241/CN:13-1093/TE] 卷: 34 期数: 2015年第1期页码: 86-89 栏目: 出版日期: 2015-01-25

Title:: Design and finite element analysis of insulation of pipeline buried in permafrost area

作者:: 赵树炳; 赵振兴; 张志强; 崔成山; 孙学军; 中国石油天然气管道工程有限公司, 河北廊坊 065000

Author(s):: ZHAO Shubing; ZHAO Zhenxing; ZHANG Zhiqiang; CUI Chengshan; SUN Xuejun; China Petroleum Pipeline Engineering Corporation, Langfang, Hebei, 065000

关键词:: 埋地管道; 相变; 多年冻土; 融化圈; 保温

Keywords:: buried pipeline; phase change; permafrost; defrostation circle; insulation

分类号:: TE867

DOI:: 10.6047/j.issn.1000-8241.2015.01.018

摘要:: 多年冻土对埋地管道的危害极大,严重影响管道的运行安全,同时对周围环境造成破坏.利用有限元分析方法,综合考虑环境温度季节性变化及冻土的相变问题,对多年冻土区间歇性运营的埋地输油管道不保温时的冻土融化深度进行分析计算,论证了管道保温的必要性.分别计算了采用聚酚醛、硬质聚氨酯泡沫塑料和软质聚氨酯泡沫塑料3种保温方案时的融化深度,并对比保温效果,进而对冻土区管道保温方案的设计提出建议.

Abstract:: Permafrost is extremely adverse for a buried pipeline. It may seriously threaten the pipeline operation and damage the environment nearby. In this paper, with the finite element analysis and considering the seasonal variation of environmental temperature and the phase change of frozen soil, the depth at which the frozen soil can defrost is calculated when an intermittently-operating buried oil pipeline is not insulated, in order to demonstrate the necessity of pipeline insulation. Furthermore, for three insulation cases, i.e. phenolic, rigid polyurethane foam, and flexible polyurethane foam, the defrostation depths are calculated and their insulation effects are compared. On this basis, the design of insulation of pipeline buried in permafrost area is proposed.

参考文献/References:

[1] 徐学祖，王家澄，张立新. 冻土物理学[M]. 北京：科学出版社，2001.
XU X Z, WANG J C, ZHANG L X. Physics of frozen soils[M]. Beijing: Science Press, 2001.
[2] 张昆，练章华，夏永波，等. 埋地管道在冻土带的热力变形分析[J]. 石油工程建设，2006，32（4）：4-6.
ZHANG K, LIAN Z H, XIA Y B, et al. Analysis of thermal deformation of buried pipeline in permafrost zone[J]. Petroleum Engineering Construction, 2006, 32 (4): 4-6.
[3] 吕宏庆，李均峰，汤永亮. 多年冻土区管道的若干关键技术[J].天然气与石油，2009，27（6）：1-4.
LYV H Q, LI J F, TANG Y L. Several key technical issues of permafrost pipeline[J]. Natural Gas and Oil, 2009, 27 (6): 1-4.
[4] WU Qingbai,ZHU Yuanlin,LI Yongzhi. Evaluation model of permafrost thermal stability and thawing sensibility under engineering activity[J]. Cold Regions Science and Technology,2002,34(1):19-30.
[5] VITERBO P,BELJAARS A,MAHFOUF J F,et al. The representation of soil moisture freezing and its impact on the stable boundary layer[J]. Quarterly Journal of the Royal Meteorological Society,1999,125(5):2401-2426.
[6] 高青，余传辉，马纯强，等. 地下土壤导热系数确定中影响因素分析[J]. 太阳能学报，2008，29（5）：581-585.
GAO Q, YU C H, MA C Q, et al. Analysis of influence factors on determining the ground thermal conductivity[J]. Acta Energiae Solaris Sinica, 2008, 29 (5): 581-585.
[7] 李长俊，江茂泽，纪国富. 永冻区埋地热油管道热力计算[J]. 西南石油学院学报，2000，22（1）：77-79.
LI C J, JIANG M Z, JI G F. Thermal calculation of buried oil pipeline in permafrost zone[J]. Journal of Southwest Petroleum Institute, 2000, 22 (1): 77-79.
[8] 李长俊. 埋地输油管道的热力计算[J]. 西南石油学院学报，1997，19（1）：80-83.
LI C J. Thermal calculation of buried oil transportation pipeline[J]. Journal of Southwest Petroleum Institute, 1997, 19 (1): 80-83.
[9] LIU Zhiqiang,LAI Yuanming. Numerical analysis for the ventilated embankment with thermal insulation layer in Qing-Tibetan railway[J]. Cold Regions Science and Technology,2005,42(3):177-184.
[10] LI Ning,CHEN Bo,CHEN Feixiong. The coupled heat-moisture-mechanic model of the frozen soil[J]. Cold Regions Science and Technology,2000,31(3):199-205.
[11] 魏亚志，张东海，王爱爱，等. 冻土层中水平埋管换热器换热特性的数值分析[J]. 建筑热能通风空调，2010，9（3）：1-4.
WEI Y Z, ZHANG D H, WANG A A, et al. Numerical simulation of heat transfer characteristics of horizontal ground heat exchanger in frozen soil layer[J]. Building Energy & Environment, 2010, 9 (3): 1-4.
[12] 郭志强，吴文健，满亚辉，等. 基于ANSYS 有限元方法对相变材料相变过程的分析[J]. 新技术新工艺，2007，11：87-89.
GUO Z Q, WU W J, MAN Y H, et al. Phase change analysis of PCM by ANSYS finite element method[J]. New Technoloy & New Process, 2007, 11: 87-89.
[13] 何树生，金会军，喻文兵，等. 冻土区埋地热油管道土壤融化圈特征数值分析[J]. 油气储运，2008，27（1）：21-25.
HE S S, JIN H J, YU W B, et al. Non-linear analysis for the characteristics of thawing cylinders around the buried heat oil pipeline in permafrost regions[J]. Oil & Gas Storage and Transportation, 2008, 27 (1): 21-25.

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备注/Memo

收稿日期:2013-12-25;改回日期:2014-10-14。
作者简介:赵树炳,工程师,1983年生,2009年硕士毕业于北京化工大学化工机械专业,现主要从事压力管道、压力容器的设计及有限元分析工作.Tel: 0316-2074192, Email: zhaoshubing@cnpc.com.cn

更新日期/Last Update: 1900-01-01