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Preparation and heat-moisture properties of phase change hygroscopic materials 相变吸湿材料的制备及其热湿性能研究
Pub Date : 2018-01-01 DOI: 10.11835/J.ISSN.1674-4764.2018.04.003
Zhimin Wu, Zhi Chen, Menghao Qin
Orbit (02/10/2019) Preparation and heat-moisture properties of phase change hygroscopic materials A new composite phase change humidity material (CMPCM) was prepared, which has the functions of temperature regulation and humidity controlling. It was synthesized by composite microencapsulated phase change material (MPCM) and porous humidity control material. CMPCM can effectively stabilize the indoor temperature as well as humidity fluctuations, and reduce building energy consumption as a passive energy-saving material. The MPCM was synthesized by sol-gel method with a mixture of capric acid and octadecanoic acid (PCM) as core, and SiO2 as shell. The diatomite was selected as porous hygroscopic material. The performance of composition and structure, thermal properties, thermal stability, moisture transfer coefficient and moisture buffer value were characterized by scanning electron microscopy (SEM), differential scanning calorimetry (DSC), thermal gravimetric analysis (TGA), positive cup evaporation method and isothermal sorption method respectively. DSC and TGA results showed that the super-cooling degree of CMPCM was lower than that of PCM, and the initial degradation temperature of CMPCM was higher than that of PCM. Moisture Transfer Characteristics Test showed that the moisture transfer coefficient and moisture buffer value of CMPCM were higher than that of classical materials.
制备了一种具有温度调节和湿度控制功能的新型复合相变吸湿材料(CMPCM)。采用复合微囊化相变材料(MPCM)和多孔调湿材料合成了微囊化相变材料。CMPCM作为一种被动式节能材料,可以有效地稳定室内温度和湿度波动,降低建筑能耗。以癸酸和十八烷酸(PCM)的混合物为核心,SiO2为壳层,采用溶胶-凝胶法制备了MPCM。选用硅藻土作为多孔吸湿材料。分别采用扫描电镜(SEM)、差示扫描量热法(DSC)、热重分析(TGA)、正杯蒸发法和等温吸附法对其组成结构、热性能、热稳定性、水分传递系数和水分缓冲值进行了表征。DSC和TGA结果表明,CMPCM的过冷度低于PCM,且CMPCM的初始降解温度高于PCM。水分传递特性试验表明,CMPCM的水分传递系数和水分缓冲值均高于经典材料。
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引用次数: 0
Bearing capacity of steel tube-concrete-FRP-concrete composite columns 钢管-混凝土- frp -混凝土组合柱承载力
Pub Date : 2017-07-04 DOI: 10.11835/J.ISSN.1674-4764.2017.02.006
Y. Tao, Haizhen Zhang, Q. Shi, Jian fei Chen
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引用次数: 0
混凝法去除水中TiO 2 纳米颗粒 混凝法去除水中TiO 2 纳米颗粒
Pub Date : 2017-06-15 DOI: 10.11835/J.ISSN.1674-4764.2017.04.014
徐楠, 孙文全, 孙永军, 唐梦丹, 马根朝, Xu Nan, Sun Wenquan, Sun Yongjun, Tang Mengdan, Ma Genchao
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引用次数: 0
THE DIRECT EXPANSION OF GENERALIZED CHARACTERISTIC DETERMINANT 广义特征行列式的直接展开式
Pub Date : 2015-01-01 DOI: 10.11835/J.ISSN.1674-4764.1990.04.008
Chen Jin
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引用次数: 0
Meso-scale numerical investigation on the crack process of concrete cover induced by rebar non-uniform corrosion 钢筋非均匀腐蚀引起混凝土覆盖层开裂过程的细观数值研究
Pub Date : 2015-01-01 DOI: 10.11835/J.ISSN.1674-4764.2015.01.013
Du Xiuli, Zhang Renbo, Jin Liu
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引用次数: 3
Method of Checking and Measuring the Verticality of High rise Building's Column 高层建筑柱垂直度的检测方法
Pub Date : 2015-01-01 DOI: 10.11835/J.ISSN.1674-4764.2001.02.024
Z. Fu, Zhao Guo
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引用次数: 0
THE ANALYSIS OF FAILURE MECHANISM FOR PRESTRESSED CONCRETE GRIDS WITH UNBONDED TENDONS 无粘结预应力混凝土网架破坏机理分析
Pub Date : 2015-01-01 DOI: 10.11835/j.issn.1674-4764.1988.01.002
Wan Zhenglin, Chen Benxian
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引用次数: 0
Shear Lag Effect of Concrete Box Girders Considered Varying Flange-depths 考虑变法兰深度的混凝土箱梁剪力滞效应
Pub Date : 2015-01-01 DOI: 10.3969/j.issn.1674-4764.2013.01.013
Lin Peng-zhen, Yang Zijiang, Liu Fengkui, Ji Wei, Zhang Yuanhai
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引用次数: 1
Failure Mechanism and Mechanical Properties of CFRP Strengthened Super-servicing Reinforced Concrete Poles CFRP加固超服役钢筋混凝土杆破坏机理及力学性能
Pub Date : 2015-01-01 DOI: 10.11835/J.ISSN.1674-4764.2013.04.007
C. Zongping, Xue Jinjun, Xia Kaiquan, Zhang Chaorong, Zhou Chunheng
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引用次数: 0
Finite Element Analysis of the Effects of U-wrap Anchorages on RC Beams Strengthened with CFRP Sheets 碳纤维布加固RC梁u形包箍效应的有限元分析
Pub Date : 2015-01-01 DOI: 10.11835/J.ISSN.1674-4764.2014.06.002
H. Lihua, Wang Yue-fang, Li Lu
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引用次数: 0
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Journal of Civil,Architectural & Environmental Engineering
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