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球墨铸铁管漂管问题处理措施探讨OA

Discussion on treatment measures for the floating pipe problem of ductile iron pipes

中文摘要英文摘要

输水工程管道在雨季施工时,经常会因管槽未及时回填到设计高程,降水进入基坑使管道遭受浸泡和漂浮,造成管道承插口偏转、移位或脱离.针对管道基坑进水引起的各种现象,尚未有明确的处理原则.本文对环北广西工程龙港新区支线球墨铸铁管管槽基坑进水引发的管道变形与移位问题提出了相应的分类处理方式,并制定了防止再次出现漂管问题的防范措施,同时对管槽进水引起的管道小角度偏转,采用多大的偏转角作为拔管的界限值进行了探讨.

Under.When water pipelines are constructed in the rainy season,the pipe trench often fails to be back-filled to the design elevation in a timely manner.Rainwater consequently accumulates in the foundation pit,leading to pipe submersion and flotation,which can cause the bell-and-spigot joints to deflect,shift,or become disconnect-ed.There is still no established principles for dealing with the various problems caused by water accumulation in the pipe foundation pit.For the Longgang New District branch of Guangxi Water Resources Allocation Project around Beibu Gulf,this paper proposes the corresponding treatment measures for the ductile iron pipe deformation and shift caused by water accumulation in pipe trench pit.Precautions to prevent pipe flotation are formulated.The paper also discusses the appropriate deflection angle to be used as a threshold for pipe extraction in cases of small-angle joint deflection induced by trench flooding.

周凯

广西水利电力勘测设计研究院有限责任公司,南宁 530023

建筑与水利

漂管处理措施偏转角防范措施

floating pipetreatment measuresdeflection angleprecautions

《广西水利水电》 2026 (4)

112-114,3

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