徐炳范. 建筑外墙保温技术的应用研究 [D]. 长春: 吉林大学, 2006. Xu Bingfan. Application and research on building out wall heat preservation technology [D]. Changchun: Jilin University, 2006.
[2]
寇秀蓉. 胶粉聚苯颗粒保温材料的研究 [D]. 苏州: 苏州大学, 2008. Kou Xiurong. Study on thermal insulation material consisting of emulsion powder & EPS pellets [D]. Suzhou: Soochow University, 2008.
[3]
陈晓莉. 玻化微珠保温砂浆基本性能的试验研究与应用 [D]. 淮南: 安徽理工大学, 2012. Chen Xiaoli. Experimental research of basic performance and application of vitrified microsphere insulation mortar [D]. Huainan: Anhui University of Science and Technology, 2012.
[4]
王培铭, 刘恩贵. 苯丙共聚乳胶粉水泥砂浆的性能研究 [J]. 建筑材料学报, 2009, 12(3): 254-258. Wang Peiming, Liu Engui. Study on properties of styrene-acrylate copolymer powder modified cement mortar [J]. Journal of Building Materials, 2009, 12(3): 254-258.
[5]
全国绝热材料标准化委员会. GB/T 5486-2008 无机硬质绝热制品试验方法 [S]. 北京: 中国标准出版社, 2008. National Technical Committee of Insulation Materials Standardization. GB/T 5486-2008 Test methods for inorganic rigid thermal insulation [S]. Beijing: Standards Press of China, 2008.
[6]
全国绝热材料标准化技术委员会. GB/T 20473-2006 建筑保温砂浆 [S]. 北京: 中国标准出版社, 2007. National Technical Committee of Insulation Materials Standardization. GB/T 20473-2006 Dry mix thermal insulating composition for buildings [S]. Beijing: Standards Press of China, 2007.
[7]
全国绝热材料标准化技术委员会. GB/T 10294-2008 绝热材料稳态热阻及有关特性的测定 防护热板法 [S]. 北京: 中国标准出版社, 2009. National Technical Committee of Insulation Materials Standardization. GB/T 10294-2008 Thermal insulation-determination of steady-state thermal resistance and related properties-guarded hot plate apparatus [S]. Beijing: Standards Press of China, 2009.
[8]
闫振甲, 何艳君. 泡沫混凝土实用生产技术 [M]. 北京: 化学工业出版社, 2006: 29-34. Yan Zhenjia, He Yanjun. Foamed concrete practical production technology [M]. Beijing: Chemical Industry Press, 2006: 29-34.
[9]
李启金, 李国忠, 杜传伟. 改性聚丙烯纤维对发泡水泥性能的影响 [J]. 复合材料学报, 2013, 30(3): 14-20. Li Qijin, Li Guozhong, Du Chuanwei. Effects of modified polypropylene fibers on properties of foamed cement [J]. Acta Materiae Compositae Sinica, 2013, 30(3): 14-20.