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冻土区寒季灌桩对地温场的影响分析

Influences of Construction in Cold Season for Signal Pile on Ground Temperature in Permafrost

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【作者】 马辉; 吴亚平; 郭春香; 马巍;

【Author】 Ma Hui~1, Wu Yaping~(2), Guo Chunxiang~2, Ma Wei~3 (1. QinghaiTibet Railway Company,Xining 810007,China 2. School of Civil Engineering,Lanzhou Jiaotong University, Lanzhou 730070,China 3. State Key Laboratory of Frozen Soil Engineering,Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Sciences,Lanzhou 730000,China)

【机构】 青藏铁路公司; 兰州交通大学土木工程学院; 中国科学院寒区旱区环境与工程研究所冻土工程国家重点实验室 青海西宁810007; 甘肃兰州730070; 甘肃兰州730000;

【摘要】 以热传导理论为基础建立了冻土区单桩地温场的热分析有限元模型,然后根据青藏高原清水河某地段实际气温和地温的初始条件计算了寒季施工条件下,混凝土入模温度分别为5℃及12℃时桩周地温场的变化,分析了混凝土入模温度对桩的自然回冻时间及施工进度可能造成的影响,所得结论可为冻土区钻孔灌注桩施工进度安排提供理论参考依据.

【Abstract】 Based on the theory of heat conduction,we establish the finite element model of analyzing ground temperature field for single pile in permafrost. For a castinplace pile that was built in Qinsuihe area of QinghaiTibet plateau in winter,when casting temperature of concrete is set with 5 ℃ and 12 ℃ respectively,the variations of ground temperature field were calculated with consideration of actual boundary conditions,and initial conditions of temperature. In the procedure,influences of casting temperature of concrete pile on ground temperature field and construction plan are analyzed. The conclusions drawn from this paper can provide reference for constituting construction plan of castinplace pile in the permafrost.

【基金】 国家自然科学基金项目资助(50378043)
  • 【文献出处】 兰州交通大学学报 ,Lanzhou Jiaotong University , 编辑部邮箱 ,2005年03期
  • 【分类号】TU473.1
  • 【被引频次】8
  • 【下载频次】131
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