| 超长钢筋混凝土结构膨胀加强带无缝设计 |
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| 引用本文： | 柴利荣,林佑华.超长钢筋混凝土结构膨胀加强带无缝设计[J].江西科学,2006,24(3):286-288. |
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| 作者姓名： | 柴利荣 林佑华 |
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| 作者单位： | 南昌大学建筑工程学院,江西,南昌,330029;江西赣江公路工程有限公司,江西,南昌,330013 |
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| 摘 要： | 通过对超长混凝土结构的温度应力的分析研究,提出了超长混凝土结构膨胀加强带的数量和膨胀剂掺量之间以及加强带位置的定性计算公式,并通过实际工程论证了上述方法的可行性,为工程设计人员提供了借鉴。
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| 关 键 词： | 超长混凝土结构 温度应力 膨胀加强带 |
| 文章编号： | 1001-3679(2006)03-0286-03 |
| 收稿时间： | 2005-10-25 |
| 修稿时间： | 2006-04-19 |
Seamless Design Throught Expansion-strengthen-zone about the Structure of Superlong Reinforced Concrete |
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| CHAI Li-rong,LIN You-hua.Seamless Design Throught Expansion-strengthen-zone about the Structure of Superlong Reinforced Concrete[J].Jiangxi Science,2006,24(3):286-288. |
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| Authors: | CHAI Li-rong LIN You-hua |
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| Institution: | 1. Institute of Architecture Civil Engineering of Nanchang University, Jiangxi Nanchang 330029 PRC ; 2. Ganjiang Highway Engineering Co. , Ltd. of Jiangxi, Jiangxi Nanchang 330013 PRC |
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| Abstract: | Through temperature stress analysis of superlong concrete structure,the paper presents the formulas for calculating the numbers and the location of expansionstrengthen-zone;what is more,the paper demonstrates that the formulas mentioned above are reliable through the engineer example and provides designers for some theory and ways. |
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| Keywords: | Superlong reinforced concrete structure Temperature stress Expansion-strengthen-zone |
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