| 钢筋混凝土现浇楼盖板超筋解决方案 |
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| 引用本文： | 徐湘涛,范涛.钢筋混凝土现浇楼盖板超筋解决方案[J].工业建筑,2009(Z1). |
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| 作者姓名： | 徐湘涛 范涛 |
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| 作者单位： | 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; |
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| 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。
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| 关 键 词： | 钢筋混凝土 现浇板 超筋 PKPM |
SOLUTIONS FOR VERREINFORCED CAST-IN-SITU REINFORCED CONCRETE SLABS |
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| Xu Xiangtao Fan Tao.SOLUTIONS FOR VERREINFORCED CAST-IN-SITU REINFORCED CONCRETE SLABS[J].Industrial Construction,2009(Z1). |
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| Authors: | Xu Xiangtao Fan Tao |
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| Affiliation: | State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China |
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| Abstract: | 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. |
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| Keywords: | reinforced concrete cast-in-situ slab overreinforced PKPM |
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