吉林建筑工程学院学报
吉林建築工程學院學報
길림건축공정학원학보
JOURNAL OF JILIN ARCHITECTURAL AND CIVIL ENGINEERING INSTITUTE
2012年
4期
12-14
,共3页
聚硫橡胶%环氧树脂%抗折强度%抗压强度%折压比
聚硫橡膠%環氧樹脂%抗摺彊度%抗壓彊度%摺壓比
취류상효%배양수지%항절강도%항압강도%절압비
polysulfide rubber%epoxy resin%fiexural strength%compressive strength%the ratio of flexural and compres-sive strength
探讨了聚硫橡胶掺量对树脂混凝土力学性能的影响.试验结果表明：当聚硫橡胶掺量为1.0%时,与聚硫橡胶掺量0%时相比,聚合物砂浆的抗折强度提高14%,抗压强度提高9%,折压比也相应有所提高.但加入量高于3.0%时,抗折强度和抗压强度均有所下降.
探討瞭聚硫橡膠摻量對樹脂混凝土力學性能的影響.試驗結果錶明：噹聚硫橡膠摻量為1.0%時,與聚硫橡膠摻量0%時相比,聚閤物砂漿的抗摺彊度提高14%,抗壓彊度提高9%,摺壓比也相應有所提高.但加入量高于3.0%時,抗摺彊度和抗壓彊度均有所下降.
탐토료취류상효참량대수지혼응토역학성능적영향.시험결과표명：당취류상효참량위1.0%시,여취류상효참량0%시상비,취합물사장적항절강도제고14%,항압강도제고9%,절압비야상응유소제고.단가입량고우3.0%시,항절강도화항압강도균유소하강.
The polymer mortar performance was investigated with different polysulfide rubber volume polymer mortar specimens. The test results indicated that： 1. 0 % of the polysulfide rubber dosage and polysulfide rubber dosage compared to 0 %, flexural strength of polymer mortar increased 14 %, compressive strength increased 9 % , fold compression ratio increased accordingly However, when the dosage was higher than 3.0 % , bending strength and compressive strength was declined
