有机仿钢纤维天然浮石轻骨料混凝土的实验研究
[Abstract]:With the continuous improvement of China's comprehensive national strength and extensive development of basic construction, traditional concrete plays an important role. With the continuous application of practical projects and the deepening of scientific research, fiber lightweight aggregate concrete is gradually widely used. It overcomes the defects of traditional concrete, such as self-important and poor toughness, and improves the durability of concrete. Fiber lightweight aggregate concrete is used to replace the traditional aggregate into concrete, and a certain amount of fiber is added. The Inner Mongolia Autonomous region is rich in pumice, which is rich in reserves. The natural pumice in this region will be used as coarse aggregate in concrete, which will give full play to the advantages of regional resources and promote the economic development of the region. In this paper, the mechanical properties, antifreeze durability and pore structure of organic steel fiber natural pumice lightweight aggregate concrete are studied. In terms of mechanics, the effects of different organic steel fiber contents on cube compressive strength, splitting tensile strength and flexural strength of natural pumice lightweight aggregate concrete were studied. The influence of organic steel imitation fiber on the relative dynamic modulus and mass loss rate of natural pumice lightweight aggregate concrete was investigated, and the bubble characteristic parameters of natural pumice lightweight aggregate concrete were analyzed. At the same time, the influence of bubble characteristic parameters on the basic mechanical properties and frost durability is studied, and the optimum content of organic steel fiber in natural pumice lightweight aggregate concrete is analyzed. The results show that the mechanical properties and freezing resistance of natural pumice lightweight aggregate concrete can be improved by adding a certain amount of organic steel imitation fiber into the concrete. The optimum content of organic steel imitation fiber is 0.7.
【学位授予单位】:内蒙古农业大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:TU528
【参考文献】
相关期刊论文 前10条
1 高旭;翁维素;孙婧;;轻骨料混凝土的发展现状与展望[J];河北建筑工程学院学报;2016年02期
2 阚呈;张志强;熊国兴;杨雄;;聚丙烯粗纤维喷射混凝土冻融性能研究[J];现代隧道技术;2015年06期
3 刘浩洋;李红云;邹春霞;;纤维弹性模量对轻骨料混凝土气泡分形维数和耐久性影响[J];硅酸盐通报;2015年10期
4 周宇;牛荻涛;王家滨;;海洋水下区喷射混凝土中氯离子扩散性能研究[J];混凝土;2014年12期
5 杨绿峰;周明;陈正;;海洋混凝土结构耐久性定量分析与设计[J];土木工程学报;2014年10期
6 白敏;牛荻涛;姜磊;苗元耀;;钢纤维改善混凝土力学性能和微观结构的研究[J];硅酸盐通报;2013年10期
7 曹秀丽;曹志翔;喻骁;;冻融循环对混凝土质量损失及相对动弹模量影响的试验研究[J];铁道建筑;2013年03期
8 常洪雷;金祖权;任鹏程;;有机仿钢纤维增强混凝土断裂韧性及抗裂性能研究[J];混凝土;2013年02期
9 郭保林;;硬化混凝土气泡特征参数与冻融耐久性的关联分析[J];公路交通科技;2013年01期
10 马志鸣;赵铁军;赵彦迪;朱方之;;静水压力下混凝土中氯离子传输特性试验研究[J];公路;2012年12期
相关硕士学位论文 前5条
1 孟祥鑫;冻融循环后钢筋与再生混凝土粘结性能试验研究[D];哈尔滨工业大学;2015年
2 张朝晖;塑钢纤维混凝土耐久性试验研究[D];西北农林科技大学;2011年
3 祝金鹏;冻融循环后混凝土力学性能的试验研究[D];山东大学;2009年
4 张学兵;再生混凝土配合比及拉压强度的实验研究[D];湘潭大学;2005年
5 杨新磊;浮石及其混凝土的性能与应用研究[D];河北工业大学;2004年
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