钢筋混凝土现浇楼盖板超筋解决方案  

SOLUTIONS FOR VERREINFORCED CAST-IN-SITU REINFORCED CONCRETE SLABS

作　　者：徐湘涛[1] 范涛[1] 

机构地区：[1]成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都610059

出　　处：《工业建筑》2009年第S1期328-330,共3页Industrial Construction

摘　　要：应用PKPM进行结构设计过程中,如果参数设计或选择不当,则容易引起现浇板超筋现象。现浇板超筋现象可通过计算配筋图、裂缝宽度图和跨中挠度图的相关提示予以判断。对引起现浇板超筋的相关参数的选取进行了研究,提出了现浇板超筋的解决方案。PKPM is applied widely to structure design.Overreinforced phenomenon happens generally in the structure design process of cast-in-situ reinforced concrete slabs.The paper focuses on overreinforced phenomenon judgement and correlative parameters evaluation.Finally solutions for overreinforced cast-in-situ reinforced concrete slabs come to a conclusion.

关 键 词：钢筋混凝土 现浇板 超筋 PKPM 

分 类 号：TU375[建筑科学—结构工程]