承台非荷载配筋在温度应力场中的设计研究  

Design and Research of Non-load Reinforcement of Bearing Platform in Temperature Stress Field

作　　者：孟甲 Meng Jia(Tianjin Zhongbei Harbor Construction Supervision Co.,Ltd.,Tianjin 300222,China)

机构地区：[1]天津中北港湾工程建设监理有限公司,天津300222

出　　处：《港工技术》2020年第3期12-15,共4页Port Engineering Technology

摘　　要：承台在建筑过程中较容易受到钢筋数量、间距以及直径大小等问题的干扰,配置不合理时容易导致裂缝的产生,给工程带来经济上和时间上的损失。基于此,本文在温度应力场中,借助有限元理论对非荷载配筋的设计方面进行了探究,望能为承台的实际施工提供合理化的建议。The platform is more susceptible to the number,spacing and diameter of the steel bars in construction.The unreasonable configuration causes cracks,and results in the loss of cost and time.Thus the design of non-load reinforcement in a temperature stress field is explored by means of finite element theory,which will provide reasonable suggestions for the actual construction.

关 键 词：承台 有限元理论 非荷载配筋 

分 类 号：TU755.3[建筑科学—建筑技术科学]