| 钢筋混凝土叠合板的试验研究 |
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| 引用本文： | 聂建国,陈必磊,陈戈,郭正光,卫军.钢筋混凝土叠合板的试验研究[J].工业建筑,2003,33(12):43-46,33. |
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| 作者姓名： | 聂建国 陈必磊 陈戈 郭正光 卫军 |
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| 作者单位： | 1. 清华大学,土木工程系,北京,100084
2. 华中科技大学,武汉,430074 |
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| 基金项目： | 高等学校博士点基金资助项目 (2 0 0 0 0 0 0 3 44) |
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| 摘 要： | 在对 4块高强混凝土叠合板和 6块普通混凝土叠合板试验研究的基础上 ,讨论了不同叠合面作法对叠合板抗剪性能的影响。试验结果表明 :对于无抗剪钢筋的混凝土叠合板 ,叠合面仍有足够的抗剪强度 ,能够保证叠合板的整体工作性能
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| 关 键 词： | 钢筋混凝土叠合板 抗剪性能 |
EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF R.C. LAMINATED SLABS |
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| Nie Jianguo Chen Bilei Chen Ge.EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF R.C. LAMINATED SLABS[J].Industrial Construction,2003,33(12):43-46,33. |
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| Authors: | Nie Jianguo Chen Bilei Chen Ge |
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| Abstract: | The effects of different fabrications of laminated interfaces on the shear behavior of laminated slabs are discussed based on the experimental research into 4 high-strength concrete laminated slabs and 6 ordinary concrete laminated slabs.The test results show that the laminated interface of a concrete laminated slab without any shear reinforcement still has sufficient shear strength,which can guarantee the integral working performance of the laminated slab. |
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| Keywords: | R C laminated slab shear behavior |
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