页岩陶粒泡沫混凝土性能试验与保温机理研究
[Abstract]:Shale ceramsite foam concrete is a new type of lightweight thermal insulation material with a large number of closed pores. It has excellent properties such as waste, environmental protection, energy saving and low cost. Cement is used as cementitious material, fly ash as admixture, shale ceramsite and pottery sand as aggregate. After mixing with water by mechanical mixing, a certain volume of foaming agent is added to the slurry, which is formed and cured. In the experiment, the foam volume ratio, water / binder ratio (0.35%), water / binder ratio (0.35%) and fly ash (0.35%) were used in the experiment. The influence of different variables on the compressive strength and water absorption rate of ceramsite foamed concrete for 28 days was studied, and the mathematical relationship between each variable and its performance was established. On the basis of previous experiments, the optimum proportion of ceramsite foam concrete was determined. The compressive strength, water absorption, freezing resistance and drying shrinkage of ceramic foam concrete were studied. The shale ceramsite foam concrete with different density grades was prepared. The porosity and thermal conductivity of different specific gravity ceramsite foam concrete were measured, and the mathematical relationship between them was established. The pore distribution of shale ceramsite foamed concrete was studied by spiral CT technique and scanning electron microscope, and the thermal insulation mechanism of ceramic foamed concrete was analyzed from macroscopic, microcosmic and microcosmic aspects. The mathematical model of equivalent thermal conductivity of ceramsite foamed concrete is established. On the basis of laboratory test, the construction technology of ceramsite foam concrete was optimized, and the compressive strength and water absorption rate of shale ceramsite foam concrete were tested. The thermal performance of simulated ceramic foamed concrete wall was studied. The results show that: (1) with the increase of foam volume, the dry density, compressive strength and water absorption of ceramsite foam concrete decrease gradually; (2) with the increase of water-binder ratio, the compressive strength and water absorption of ceramsite foam concrete decrease continuously in 28 days, (3) with the increase of the amount of fly ash, the strength of concrete increases first and then decreases, but the water absorption rate does not change much. (4) after freeze-thaw test, the mass loss and strength loss of ceramsite foamed concrete are 1.82% and 5.4% respectively, and the drying shrinkage is small; (5) the thermal conductivity of the prepared shale ceramsite foamed concrete is smaller, and it is closely related to the porosity of the concrete. The higher the porosity, the smaller the thermal conductivity; Through the analysis of spiral CT technique and scanning electron microscope technique, it is found that there are a lot of pores in shale ceramsite foam concrete. These pores act together with the pores in shale ceramsite, and the thermal conductivity of ceramsite concrete is greatly reduced. Thus, the thermal insulation property of the material is better; (6) based on the series and parallel thermal resistance network models, the mathematical model between the equivalent thermal conductivity and porosity of ceramsite foamed concrete is established. The comparison between the measured values and the theoretical values of the two kinds of equivalent thermal conductivity models is made. The deviation between the theoretical value and the measured value of the two kinds of mathematical models is small and has good adaptability. (7) the compressive strength and water absorption of ceramsite foam concrete are 15.21 MPA and 5.49 respectively, and the thermal properties of simulated ceramsite foam concrete wall are better, with a heat transfer coefficient of 1.040 K / (m ~ 2 K).
【学位授予单位】:华北水利水电大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:TU528.2
【参考文献】
相关期刊论文 前10条
1 钱坤;刘玉珍;;泡沫混凝土的特点及其应用[J];四川建材;2016年04期
2 王海军;刘琳;巴特尔;;建筑外墙自保温体系应用分析[J];硅酸盐通报;2016年01期
3 陈瑜;韩汤溢;;预湿轻骨料对混合骨料混凝土工作性的影响[J];硅酸盐通报;2015年11期
4 尤仁良;潘志峰;王孙睿;;页岩陶粒预湿处理程度对混凝土强度的实验影响[J];福建建材;2015年10期
5 徐爽;朱浮声;褚小溪;;泡粒混凝土配合比的正交试验研究[J];混凝土;2015年06期
6 桑国臣;朱轶韵;杨岗;张浩博;;水灰比对轻质水泥基泡沫材料性能的影响[J];材料科学与工程学报;2015年03期
7 孟雅;田川;籍晓凯;;掺泡量对泡沫混凝土热工性能的影响[J];建筑节能;2015年02期
8 耿飞;尹万云;刘晓军;陈松和;雷团结;刘守成;;陶粒混凝土制备及强度性能试验研究[J];低温建筑技术;2014年11期
9 王勒;虎东霞;田尔布;;陶粒预湿对混凝土力学性能影响研究[J];常州工学院学报;2014年05期
10 郑秀梅;付丽艳;刘晓丹;王琦;陈思远;;水胶比对泡沫混凝土性能影响试验[J];低温建筑技术;2014年10期
相关会议论文 前2条
1 曹振;苏宇峰;张蕾;杨正宏;;基于正交试验的陶粒泡沫混凝土配合比设计方法[A];2013年混凝土与水泥制品学术讨论会论文集[C];2013年
2 曹振;苏宇峰;张蕾;杨正宏;;陶粒泡沫混凝土导热系数影响因素研究[A];2013年混凝土与水泥制品学术讨论会论文集[C];2013年
相关博士学位论文 前1条
1 王发洲;高性能轻集料混凝土研究与应用[D];武汉理工大学;2003年
相关硕士学位论文 前3条
1 侯东君;用作墙体材料的陶粒泡沫混凝土配合比与性能研究[D];华侨大学;2012年
2 陈伟;保温粉煤灰陶粒混凝土砌块的研制与应用技术研究[D];浙江大学;2009年
3 蔡娜;超轻泡沫混凝土保温材料的试验研究[D];重庆大学;2009年
,本文编号:2354430
本文链接:https://www.wllwen.com/kejilunwen/huaxuehuagong/2354430.html