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小粒径膨胀珍珠岩在镁质胶凝材料中的应用研究 被引量:1

Study on application of small-particle-sized expanded perlite in magnesium cementitious materials
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摘要 以硫氧镁水泥为胶结料,利用废弃小粒径膨胀珍珠岩为轻质骨料,研究了不同改性方法处理的珍珠岩对镁基保温材料浆体需水量、经时流动度、试件含水率、吸水率、干密度以及力学性能和耐水性能的影响规律。结果表明,改性处理后的小粒径膨胀珍珠岩能够大幅度降低镁基保温材料的需水量、含水率和吸水率及其力学强度,同时大幅度提高镁基保温材料的耐水性。小粒径膨胀珍珠岩对镁基保温材料的性能影响较大,使用时应充分权衡利弊,取长避短,以达到镁基保温材料最佳使用效果。 Based on the cementing material of magnesium oxysulfate cement and the light aggregate of small-sized waste expanded perlite,the effects of perlite treated by different modified methods on the water demand of paste,time-dependent fluidity,moisture content,water absorption,dry density,mechanical properties and water resistance of magnesium-based insulating material are studied.The results illustrate that the modified expanded perlite greatly reduces the water demand,water content,water absorption and mechanical strength of magnesium-based insulation materials,and greatly improves the water resistance of the insulation material.The performance of magnesium-based insulating material is greatly influenced by adding small-sized expanded perlite.The advantages and disadvantages of adding small-sized expanded perlite should be fully weighed.Magnesium-based insulating materials can achieve the best performance by making full use of the advantages of adding the expanded perlite.
作者 朱效甲 朱效涛 朱玉杰 张秀娟 朱效兵 刘念杰 朱燕凤 Zhu Xiaojia;Zhu Xiaotao;Zhu Yujie
出处 《江苏建材》 2019年第2期10-14,共5页 Jiangsu Building Materials
关键词 小粒径膨胀珍珠岩 镁质胶凝材料 镁基保温材料 small-sized expanded perlite magnesium cementitous material magnesium-based thermal insulation material
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  • 1刘辉,吴少华,姜秀民,王国忠,曹庆喜,邱朋华,秦裕琨.快速热解褐煤焦的低温氮吸附等温线形态分析[J].煤炭学报,2005,30(4):507-510. 被引量:64
  • 2黄丽华,周大伟.掺多种工业废渣的陶粒混凝土轻质隔墙板[J].新型建筑材料,2006,33(2):52-53. 被引量:17
  • 3Basheer P A M,Basheer L,Cleland D J,et al.Surface treatments for concrete:assessment methods and reported performance[J].Construction and Building Materials,1997,11 (7):413-429.
  • 4Medeiros M,Helene P.Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete[J].Materials and Structures,2008,41 (1):59-71.
  • 5Christodoulou C,Goodier C I,Austin S A,et al.Long-term performance of surface impregnation of reinforced concrete structures with silane[J].Constmction and Building Materials,2013,48:708-716.
  • 6Raupach M,Wolff L.Long-term durability of hydrophobic treatment on concrete[J].Surface Coatings International Part B:Coatings Transactions,2005,88 (2):127-133.
  • 7Dai J G,Akira Y,Wittmann F H,et al.Water repellent surface impregnation for extension of service life of reinforced concrete structmes in marine environments:the role of cracks[J].Cement and Concrete Composites,2010,32 (2):101-109.
  • 8De Vries I J,Polder R B.Hydrophobic treatment of concrete[J].Construction and Building Materials,1997,11 (4):259-265.
  • 9Basheer L,Cleland D J.Freese-thaw resistance of concretes treated withpore liners[J].Construction and Building Materials,2006,20(10):990-998.
  • 10Lin 0 H,Akil H M,Mohd Ishak Z A.Surface-activated nanosilica treated with silane coupling agents/polypropylene composites:Mechanical,morphological,and thermal studies[J].Polymer Composites,2011,32 (10):1568-1583.

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