高性能煤矸石混凝土性能的研究
[Abstract]:Coal gangue is a kind of industrial waste in the process of coal mining and oil refining. It not only occupies a large amount of land but also spontaneously combusts under certain conditions, causing serious environmental pollution to the atmosphere and groundwater. At present, some coal gangue is mainly used as raw materials to prepare ceramics, refractories and cement, but the effective utilization of coal gangue is still less than 70%. With the development of social economy, environment and resources, the harmless application of coal gangue has been widely concerned, especially to realize its remarkable social value, environmental value and cement value. Coal gangue contains oxides such as Fe2O3, TiO2, K2O, Na2O and CaO, and its main mineral composition is kaolinite. Calcination and nature of coal gangue lead to the dehydration and decomposition of kaolinite, making it have pozzolanic activity, so coal gangue can partly replace aggregate to prepare green high performance concrete. The physical properties of coarse aggregate, including gradation, apparent density, water absorption, crushing index, mud content and so on, are analyzed by XRD. The optimum substitution range of coal gangue and the suitable range of water-binder ratio, water reducing agent dosage, silica fume dosage and other factors are found through the study of basic experiment. The optimum mixing ratio of gangue concrete is obtained. The effects of water binder ratio, gangue content, water reducing agent content and silica fume content on the workability, mechanical properties, chloride ion permeability and carbonation resistance of high performance gangue concrete are studied. Finally, the microstructure of gangue concrete is observed by SEM. The experimental results show that the coal gangue has a large mud content, which is one of the main factors affecting the workability. The apparent density and crushing index of the coal gangue are close to the crushed rock. The average strength of C50 concrete reaches 54 MPa in 28 days. The mechanical properties of the concrete with 40%-60% coal gangue are the best. The compressive strength of coal gangue concrete can reach 54.71 MPa under the optimum proportion. The water absorption rate of coal gangue is higher, which has certain influence on the workability. High water binder ratio and low silica fume content can improve the work of coal gangue concrete under the optimum ratio. The slump of the concrete can reach 190mm. Among the four orthogonal experimental factors, the water-binder ratio and silica fume content have remarkable influence on the chloride ion permeability and carbonization performance, followed by the coal gangue content, while the water reducer content has little effect. Under the optimum proportion, the electric flux of coal gangue concrete can reach 943.25C in 6 hours, and the same proportion. Under the optimum proportion, the carbonation depth of coal gangue concrete can reach 4.1 mm in 28d, which is close to the carbonation depth of ordinary concrete in the same proportion. The influence of coal gangue content on the shrinkage of concrete is more serious. In this experiment, when the coal gangue content is 40%, the concrete can not only be guaranteed. The chloride ion penetration resistance and carbonation resistance of gangue concrete are studied, and the shrinkage of concrete is reduced to the minimum. SEM analysis shows that gangue concrete has a relatively compact structure. The pozzolanic effect of spontaneous combustion gangue participates in hydration reaction, forming network calcium silicate gel and entering the gap between aggregates. Row filling can make the whole structure of gangue concrete more compact, thereby reducing and reducing the transmission speed and transmission channel of chloride ion and CO2 in gangue concrete, and improving the durability and compressive strength of gangue concrete.
【学位授予单位】:沈阳建筑大学
【学位级别】:硕士
【学位授予年份】:2014
【分类号】:TU528
【相似文献】
相关期刊论文 前6条
1 何水清;湿碾煤矸石混凝土制品的生产[J];煤炭加工与综合利用;2001年01期
2 王振威;;煤矸石混凝土的材料组成与配合比设计[J];科技与企业;2013年09期
3 刘相国;;自燃煤矸石混凝土的性能与应用[J];煤矿环境保护;1989年03期
4 何水清;煤矸石混凝土装饰瓦的生产工艺[J];煤炭加工与综合利用;2002年06期
5 伊敏;弓建新;;一种新型钢结构建筑体系[J];内蒙古石油化工;2010年07期
6 ;[J];;年期
相关会议论文 前6条
1 程志军;王晓锋;顾万黎;由世岐;何振明;;阜新、本溪两地自燃煤矸石混凝土应用情况调研[A];2004“第七届全国轻骨料混凝土学术讨论会”暨“第一届海峡两岸轻骨料混凝土产制与应用技术研讨会”论文集[C];2004年
2 李帼昌;高成富;邢亚杰;;钢与煤矸石混凝土组合结构的研究进展[A];中国钢协钢-混凝土组合结构分会第九次年会论文集[C];2003年
3 李帼昌;彭毅;王兆强;;钢管煤矸石混凝土轴压中长柱的性能研究[A];中国钢结构协会钢-混凝土组合结构分会第十次年会论文集[C];2005年
4 陈本沛;林雨生;;煤矸石混凝土轴心受拉构件的试验研究[A];第五届全国结构工程学术会议论文集(第二卷)[C];1996年
5 谭学民;王福明;;钢筋煤矸石混凝土低剪力墙计算研究[A];第三届全国结构工程学术会议论文集(上)[C];1994年
6 李帼昌;钟善桐;;用神经网络预测钢管煤矸石混凝土轴压短柱的承载力[A];中国钢协钢-混凝土组合结构协会第八次年会论文集[C];2001年
相关硕士学位论文 前10条
1 李腾;煤矸石混凝土砌块基本性能的研究[D];内蒙古农业大学;2016年
2 刘锁;煤矸石混凝土抗冻性能和抗氯离子渗透性能研究[D];沈阳建筑大学;2016年
3 李明泽;高性能煤矸石混凝土性能的研究[D];沈阳建筑大学;2014年
4 晏亮;煤矸石混凝土及其结构构件性能试验研究[D];天津大学;2013年
5 李英雄;微波辐照活化云南未燃煤矸石混凝土试验研究[D];昆明理工大学;2011年
6 朱泽忠;煤矸石混凝土的研制及其性能测试[D];安徽理工大学;2014年
7 姜杰;钢管煤矸石混凝土梁柱节点在低周往复荷载作用下的有限元分析[D];沈阳建筑大学;2011年
8 王小龙;全装配住宅体系中煤矸石混凝土聚氨酯夹心板的研发[D];太原理工大学;2014年
9 解宁;静力弹塑性分析方法在煤矸石混凝土框架抗震设计中的应用研究[D];太原理工大学;2003年
10 王志龙;未自燃煤矸石混凝土基本性能的研究[D];中国矿业大学;2014年
,本文编号:2182056
本文链接:https://www.wllwen.com/guanlilunwen/chengjian/2182056.html