| CRCP端部锚固性能参数影响规律分析 |
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| 引用本文： | 钟春玲,孟广伟,贾旭平.CRCP端部锚固性能参数影响规律分析[J].吉林建筑工程学院学报,2010,27(4):1-4. |
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| 作者姓名： | 钟春玲 孟广伟 贾旭平 |
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| 作者单位： | [1]吉林建筑工程学院研究生处,长春130118 [2]吉林大学,长春130022 [3]吉林亚泰集团有限公司,长春130031 |
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| 基金项目： | 吉林省交通厅项目，吉林省教育厅项目，吉林省高校科研技术三等奖 |
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| 摘 要： | 为了分析CRCP参数对端部锚固性能的影响规律,基于结构力学的基本理论,按照位移法的基本思路,建立了综合考虑路面板与锚固地梁联合受力的CRCP在温度荷载作用下的位移和应力表达式.通过对该公式的分析,得出了各参数对端部锚固位移、端部锚固力和端部锚固地梁最大弯矩的影响规律.
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| 关 键 词： | 道路工程 CRCP 端部锚固性能 影响规律 |
CRCP Parameters Influence Law AnalySIS for End Anchorage Performance |
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| ZHONG Chun-ling,MENG Guang-wei,JIA Xu-ping.CRCP Parameters Influence Law AnalySIS for End Anchorage Performance[J].Journal of Jilin Architectural and Civil Engineering,2010,27(4):1-4. |
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| Authors: | ZHONG Chun-ling MENG Guang-wei JIA Xu-ping |
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| Affiliation: | 1：Graduate Department Jilin Institute of Architecture and Civil Engineering,Changchun,China 130118;2：College of Traffic,Jilin University,Changchun,China 130022;3：Jilin Yatai(Group) Co.,Ltd,Changchun,China 130031) |
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| Abstract: | In order to analysis the CRCP parameters influence law to end anchorage performance,based on the basic theory of structural mechanic,according to the idea of displacement method,the displacement expression and the stress expression are deduced for considering the combining continuously reinforced concrete pavement（CRCP） with lug in the anchored end.Through analyzing the expression,influence law of parameters to end anchorage displacement,end anchorage force,and to the max moment of end anchorage are obtained. |
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| Keywords: | road engineering continuously reinforced concrete pavement（CRCP） end anchorage performance influence law |
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