花样城1#楼楼板温度应力分析和处理方法
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（1梧州市一建建筑设计院有限公司，梧州543000；2桂林市建筑设计研究院，桂林541000；3深圳市新城市规划建筑设计有限公司，深圳518000）[摘要] 由于混凝土结构温差效应的复杂性，对于超长混凝土工程,我国现有规范尚未给出钢筋混凝土结构温差效应的计算方法，仅给出构造措施，这使得超长混凝土结构在不分缝设计上存在很多难题。针对超长结构不分缝设计，提出了考虑混凝土温度变化效应和徐变收缩效应及考虑控制带在施工阶段、使用阶段的温差来计算混凝土结构温度应力的方法； 并采用控制带、后浇带和跳仓浇筑等施工方法来处理超长结构不分缝问题。[关键词] 超长结构; 温差效应; 徐变收缩; 控制带; 后浇带; 跳仓浇筑中途分类号：TU375 文献标识码： 文章编号：1002-848X(2013)S2-0517-04作者简介：梁一封，学士，助理工程师，Email：392924616@qq.com。Temperature stress’ analysis and processing studies of Building 1 # HuaYangcheng CommunintyLiangYifeng1,2, WangJiyuan2,3, Tang Xianming2（1 WuZhou YiJian Architectural Design Institute Co., Ltd., WuZhou 543000, China; 2 GuiLi Institute of Architectural Design ＆ Reserch, GuiLin 541000, China; 3 Shenzhen Xincheng city Urban Planning and Architectural Design Co., Ltd., Shenzhen 518000, China）Abstract： Because of the complexity of RC temperature variation effect, there are only measures but no formula to solve this effect on the foundations for the over-length concrete engineering in our country, it leads to many problems to over-length construction without construction joint design. In the construction project without construction joint design, it is proposed that using temperature variation effect and the creep shrinkage effect of the RC considers the difference temperature of control tape between construction stage and service stage. So we can count the RC temperature stress and deal with control tape, construction joint, and jump positions pouring.Keywords：over-length structure; temperature variation effect; creep shrinkage; control tape; construction joint; jump positions pouring.
