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120m高钢筋混凝土烟囱部分桩身失效后的现场处理

ON-SITE TREATMENT OF SOME DEFECTIVE PILES FOR 120 METER-HIGH REINFORCED CONCRETE STACK
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摘要 在烟囱送桩施工完成后 ,准备承台施工时 ,经测试部分桩失效 ,经研究采取了一些技术措施 ,避免重新补桩 ,使桩基的计算符合规范要求。 After the piling of the stack,the test results showed that some piles were defective during the preparation of the support platform construction.However some technical measures had been taken after careful study and thus the additional piles had been avoided,through which the caculation of pile foundations conformed to the requirements of the code.
作者 王安安
出处 《工业建筑》 CSCD 北大核心 2002年第2期66-68,共3页 Industrial Construction
关键词 钢筋混凝土 桩失效 偏心弯矩 承台 移重心 120m高烟囱 meter\|high reinforced concrete stack\ defective pile\ eccentric bending moment \ support platform\ shift center of gravity
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