| S-Clip复合箍筋混凝土框架柱的斜截面承载力 |
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| 引用本文： | 滕起,张红英,杨凤莲,王海超.S-Clip复合箍筋混凝土框架柱的斜截面承载力[J].建筑技术开发,2009(12):4-6. |
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| 作者姓名： | 滕起 张红英 杨凤莲 王海超 |
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| 作者单位： | 中国美术学院风景建筑设计研究院;山东科技大学土木建筑学院; |
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| 摘 要： | 对于配置S-Clip复合箍筋混凝土柱，由其不能贯通全截面布置带来的斜截面承载能力降低的问题，提出了改进的S-Clip复合箍筋配置方式，基于原试验研究结论，按照现行规范规定的原则，在确保S-Clip复合箍筋方便施工等优越性的前提下，论证了保证斜截面承载能力的技术依据，为S-Clip复合箍筋的一般应用奠定了理论基础。对于提高混凝土结构的设计质量和施工水平具有晕要意义。
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| 关 键 词： | S-Clip复合箍筋 斜截面承载能力 设计质量 施工水平 |
SHEAR CARRYING CAPACITY OF CONCRETE FRAME COLUMN WITH S-CLIP OVERLAPPING HOOPS |
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| Teng Qi Zhang Hong-ying Yang Feng-lian Wang Hai-chao.SHEAR CARRYING CAPACITY OF CONCRETE FRAME COLUMN WITH S-CLIP OVERLAPPING HOOPS[J].Building Technique Development,2009(12):4-6. |
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| Authors: | Teng Qi Zhang Hong-ying Yang Feng-lian Wang Hai-chao |
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| Affiliation: | Teng Qi Zhang Hong-ying Yang Feng-lian2 Wang Hai-chao |
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| Abstract: | The S-Clip overlapping hoops of concrete column can not link up the total cross-section,which reduce the shear carrying capacity.For this question,This paper proposes the improved method of the collocation of S-Clip overlapping hoops.According to the study based on the original trial and the principles set forth by the existing specification,this paper clarifies the technical basis of the shear carrying capacity and provides a theoretical basis for the general application of S-Clip overlapping hoops,under t... |
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| Keywords: | S-Clip overlapping hoops shear carrying capacity design quality construction level |
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