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水泥掺量对纤维改性聚合物树脂混凝土力学性能的影响
引用本文:金玉杰.水泥掺量对纤维改性聚合物树脂混凝土力学性能的影响[J].吉林建筑工程学院学报,2011,28(6):46-48.
作者姓名:金玉杰
作者单位:吉林建筑工程学院土木工程学院,长春,130118
基金项目:吉林建筑工程学院青年科技发展基金项目
摘    要:利用抗压试验、抗折试验、扫描电镜等方法,探讨了水泥掺量对聚合物砂浆性能的影响.试验结果表明:当水泥掺量为115%时与水泥掺量0%时相比,聚合物砂浆的抗折强度提高95%,抗压强度提高74%,折压比也相应有所提高.但加入量高于115%时,导致水泥比表面积过大,抗折强度和抗压强度均有所下降.

关 键 词:聚合物砂浆  环氧树脂  抗折强度  抗压强度  折压比

The Effects of Cement Volume for the Mechanics Performance of Fiber Modified Polymer Resin Concrete
JIN Yu-jie.The Effects of Cement Volume for the Mechanics Performance of Fiber Modified Polymer Resin Concrete[J].Journal of Jilin Architectural and Civil Engineering,2011,28(6):46-48.
Authors:JIN Yu-jie
Affiliation:JIN Yu-jie (School of Civil Engineering,Jilin Institute of Architecture and Civil Engineering,Changchun,China 130118)
Abstract:In order to analysis the polymer mortar performance,with different cement volume polymer mortar specimens by compression tests,bending tests and scanning electron microscopy method,test results indicate that: 115 % and 0 % of the cement dosage compared to,flexural strength of polymer mortar increased 95 %,compressive strength increased 74 %,the ratio of flexural and compressive strength increased accordingly.However,when the dosage is higher than 115 %,resulting in large specific surface area of cement,bending strength and compressive strength has declined.
Keywords:polymer mortar  epoxy resin  flexural strength  compressive strength  the ratio of flexural and compressive strength
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