| 复合剪力墙体系及GRC免拆模板力学性能 |
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| 引用本文： | 曲俊义,刘艳萍,乔兰.复合剪力墙体系及GRC免拆模板力学性能[J].北京科技大学学报,2006,28(6):519-523,538. |
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| 作者姓名： | 曲俊义 刘艳萍 乔兰 |
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| 作者单位： | 1. 北京科技大学土木与环境工程学院,北京,100083;河北省建设厅,石家庄,050051
2. 北京科技大学土木与环境工程学院,北京,100083 |
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| 摘 要： | 为了研究玻璃纤维增强水泥(GRC)免拆模板复合剪力墙体系的可行性,对GRC平板与混凝土粘结性进行实验研究,并对实验数据进行分析,结果表明两者之间具有良好的粘结性能,能够协同工作.对作为免拆模板的GRC平板进行力学性能实验,结果显示其具有良好的抗折性能.GRC免拆模板剪力墙体系是可行的.
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| 关 键 词： | 玻璃纤维增强水泥 免拆模板 复合剪力墙 粘结性能 力学性能 剪力墙体系 免拆模板 力学性能 mould mechanical properties system shear wall 抗折性能 显示 性能实验 协同工作 粘结性能 结果 分析 实验数据 混凝土 平板 模板复合 水泥 纤维增强 |
| 收稿时间： | 2005-03-23 |
| 修稿时间： | 2005-03-232005-09-05 |
Composite shear wall system and mechanical properties of GRC stay-in-place mould |
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| QU Junyi,LIU Yanping,QIAO Lan.Composite shear wall system and mechanical properties of GRC stay-in-place mould[J].Journal of University of Science and Technology Beijing,2006,28(6):519-523,538. |
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| Authors: | QU Junyi LIU Yanping QIAO Lan |
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| Institution: | 1. Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China ;2. Hebei Construction Department, Shijiazhuang 050051, China |
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| Abstract: | To study the feasibility of a glass-fiber reinforced cement (GRC) composite shear wall system with stay-in-place mould, this paper tested the bonding behavior between GRC plate and concrete, and the experimental data were analyzed to show a better bonding property. The test on the mechanical properties of the GRC plate was also carried out and showed that it has a good bending strength. It is concluded that the composite shear wall system with GRC stay-in-place mould is feasible and available. |
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| Keywords: | glass-fiber reinforced cement stay-in-place mould composite reinforcement concrete shear wall bonding behavior mechanical properties |
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