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.
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