Composite shear wall system and mechanical properties of GRC stay-in-place mould
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摘要: 為了研究玻璃纖維增強水泥(GRC)免拆模板復合剪力墻體系的可行性,對GRC平板與混凝土粘結性進行實驗研究,并對實驗數據進行分析,結果表明兩者之間具有良好的粘結性能,能夠協同工作.對作為免拆模板的GRC平板進行力學性能實驗,結果顯示其具有良好的抗折性能.GRC免拆模板剪力墻體系是可行的.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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