The force of the taper pipe in the fully restrained section in a directly buried heat-supply pipeline and pipe section of both flanks of the taper pipe were analyzed with theoretical analysis and engineering practice.The maximum allowable cycle temperature differences were given for the primary and the secondary-stage taper pipes under different pressures.The results show that the weak link of the taper pipe is located in the junction of the small head and the small pipe.The taper pipe doesn't need any protection under maximum allowable cycle temperature differences.If the taper pipe is located in the partly restrained section
it also possibly doesn't need to be protected
that is related to its position.Except these
protective measures are necessary.The study has certain reference value for engineering practice.
郭吉贤.直埋供热管道变径处应力计算[J].区域供热,1998(5):11-14.Guo Jixian.The stress calculation of the taper pipe in directly buried heat-supply pipeline[J].District Heating,1998(5):11-14.(in Chinese)
Bair D A.Analysis of Strain vs.Internal pressure of buried FRP pipe from tests and finite element modeling[D].Logan:Utah State University,1984.
王飞,张建伟.直埋供热管道工程设计[M].北京:中国建筑工业出版,2007.
杨桂通.弹性力学[M].北京:高等教育出版社,1998.
单辉祖.材料力学()[M].北京:高等教育出版社,2006.
Watkins K,Anderson L R.Structural mechanics of buried pipes[M].New York:CRC Press,2000.