| 钢筋混凝土框架柱超筋现象解决方案 |
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| 引用本文： | 徐湘涛,范涛.钢筋混凝土框架柱超筋现象解决方案[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： | 成都理工大学环境与土木工程学院;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： | 在确定结构方案和结构荷载后可利用PKPM进行框架结构设计,框架柱的超筋现象可通过TAT/SATWE分析结果判断,影响框架柱超筋现象的主要因素为材料选用、分析与设计参数、柱截面类型和尺寸等。如果出现超筋现象,在正确选取材料、分析与设计参数的基础上,通过修正框架柱截面类型和尺寸,可以较好地解决框架柱超筋现象。
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| 关 键 词： | 框架柱 结构设计 超筋现象 解决方案 PKPM |
SOLUTIONS FOR OVERREINFORCED COLUMNS IN REINFORCED CONCRETE FRAME STRUCTURES |
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| Xu Xiangtao Fan Tao.SOLUTIONS FOR OVERREINFORCED COLUMNS IN REINFORCED CONCRETE FRAME STRUCTURES[J].Industrial Construction,2009(Z1). |
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| Authors: | Xu Xiangtao Fan Tao |
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| Affiliation: | 1;2;1;2;1.College of Environment and Civil Engineering;Chengdu university of Technology;Chengdu 610059;China;2.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;China |
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| Abstract: | Reinforced concrete frame structures can be designed by PKPM.Overreinforced frame columns can be judged by TAT or SATWE analysis.The controlling factors of overreinforced frame columns include preferred materials,analytical parameters, section type and section size.Overreinforced frame columns can be avoided preferably by reasonable materials and parameters evaluation. |
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| Keywords: | frame structure column structure design overreinforced phenomenon solution PKPM |
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