首页 | 官方网站   微博 | 高级检索  
     

聚酯纤维和玻璃渣改善高性能混凝土力学性能的研究
引用本文:马超,孟云芳,唐瑞,王德志,张群.聚酯纤维和玻璃渣改善高性能混凝土力学性能的研究[J].宁夏工程技术,2013,12(2):146-149.
作者姓名:马超  孟云芳  唐瑞  王德志  张群
作者单位:宁夏大学土木与水利工程学院,宁夏银川,750021
摘    要:为了提高高性能混凝土的力学性能和抗裂性能,在高性能混凝土中掺入玻璃渣、聚酯纤维和粉煤灰,设计L18(37)正交试验方案,分析研究了各因素对混凝土力学性能的影响和混凝土收缩变形的规律.试验表明,聚酯纤维和玻璃渣可以有效改善混凝土的抗裂性能并减小收缩,其效果明显优于基准组.综合考虑抗压、劈裂抗拉强度及经济效益,最终确定出最优组合为水胶比0.30、粉煤灰20%、玻璃渣15%、聚酯纤维1.5 kg/m3、砂率38%.

关 键 词:混凝土  聚酯纤维  玻璃渣  粉煤灰  抗压强度  劈裂抗拉强度  收缩

Research on improvement of mechanical properties of high performance concrete by using polyester fiber and broken glass
MA Chao , MENG Yunfang , TANG Rui , WANG Dezhi , ZHANG Qun.Research on improvement of mechanical properties of high performance concrete by using polyester fiber and broken glass[J].Ningxia Engineering Technology,2013,12(2):146-149.
Authors:MA Chao  MENG Yunfang  TANG Rui  WANG Dezhi  ZHANG Qun
Affiliation:(School of Civil Engineering and Water Conservancy,Ningxia University,Yinchuan 750021,China)
Abstract:To improve the crack-resistance and mechanical property of the high performance concrete(HPC),orthogonal test project,L18(37),has been designed by taken the water-binder ratio,broken glass polyester fiber as factors.The working principle of each factor on the mechanical properties of concrete and shrinkage deformation of concrete research has been analyzed and studied,and the Mechanism of Action has been indicated.The test indicates that the polyester fiber,together with the broken glass can efficiently improve the crack-resistance of concrete and also can reduce shrinkage;the effect is obviously superior to the baseline group,as well.Crush resistance,Splitting tensile strength,and economic benefit,taken these three factors together,an optimal composition has been finally given in which the water-binder ratio should be 0.30,coal ash 20%,broken glass 15% polyester fibre 1.5 and sand ratio 38%.
Keywords:concrete  polyester fiber  broken glass  fly ash compressive strength  cleavage strength  contraction
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号