| 带肋预应力叠合板在钢结构工程中的应用 |
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| 引用本文： | 岳建伟,彭燕伟,魏锟.带肋预应力叠合板在钢结构工程中的应用[J].建筑技术,2010,41(12):1090-1093. |
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| 作者姓名： | 岳建伟 彭燕伟 魏锟 |
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| 作者单位： | 河南大学土木建筑学院,河南开封475004 |
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| 基金项目： | 河南省重点科技攻关项目，河南省高等学校青年骨干教师资助计划项目，河南省教育厅自然科学研究指导计划项目 |
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| 摘 要： | 试验和实际工程应用表明,预应力带肋叠合板具有施工速度快、叠合面抗剪能力强、抗弯刚度较大的特点,与钢结构工程施工速度快的特点相匹配。使用预应力叠合板能降低钢结构工程造价,为钢结构楼盖设计提供了新的方法。
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| 关 键 词： | 预应力带肋叠合板 钢结构 楼盖 |
APPLICATION OF PRECAST COMPOSITE SLAB WITH TROUGH IN STEEL STRUCTURE |
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| YUE Jian-wei,PENG Yan-wei,WEI Kun.APPLICATION OF PRECAST COMPOSITE SLAB WITH TROUGH IN STEEL STRUCTURE[J].Architecture Technology,2010,41(12):1090-1093. |
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| Authors: | YUE Jian-wei PENG Yan-wei WEI Kun |
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| Affiliation: | (School of Civil Engineering, He＇nan University, 475004, Kaifeng, He＇nan, China) |
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| Abstract: | Test results and application of composite slabs without brace in steel construction show that that trough bottom plates and composite slabs have higher resistance to bending, crack resistance ,short period of construction and better economic indictor compared with cast-in-place concrete slab. These characteristic can meet the demand of rapid construction of steel structure. So the composite slab provides a new way in the floor design. |
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| Keywords: | precast composite slab with trough steel structure floor |
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