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混凝土抗侵蚀防腐剂抗蚀系数试验方法研究
引用本文:刘立,丁小富,李长成,郑永辉,贾福杰,赵顺增,吴勇. 混凝土抗侵蚀防腐剂抗蚀系数试验方法研究[J]. 混凝土与水泥制品, 2020, 0(10): 17-20. DOI: 10.19761/j.1000-4637.2020.10.017.04
作者姓名:刘立  丁小富  李长成  郑永辉  贾福杰  赵顺增  吴勇
作者单位:中国建筑材料科学研究总院有限公司 绿色建筑材料国家重点实验室,北京 100024;浙江合力海科新材料股份有限公司,浙江 金华 321100
摘    要:
以40 mm×40 mm×160 mm试件替代10 mm×10 mm×60 mm试件(A法),建立了混凝土抗侵蚀防腐剂抗蚀系数试验方法(B法)。保持养护及腐蚀制度不变,按灰砂比1∶6,流动度(250±5)mm确定了水胶比,使侵蚀溶液浓度提高至15%,分别测试20℃侵蚀溶液中和水中90 d砂浆试件的抗压强度,以抗压强度比确定90 d抗蚀系数。结果表明:B法的90 d抗蚀系数与原A法的28 d抗蚀系数结果相吻合,B法是可行的。

关 键 词:混凝土抗侵蚀防腐剂  抗蚀系数  灰砂比  流动度  浓度  抗压强度比

Study on the Corrosion Resistance Coefficient Test Method for Environmental Corrosion-resistance Admixture
LIU Li,DING Xiao-fu,LI Chang-cheng,ZHENG Yong-hui,JIA Fu-jie,ZHAO Shun-zeng,WU Yong. Study on the Corrosion Resistance Coefficient Test Method for Environmental Corrosion-resistance Admixture[J]. China Concrete and Cement Products, 2020, 0(10): 17-20. DOI: 10.19761/j.1000-4637.2020.10.017.04
Authors:LIU Li  DING Xiao-fu  LI Chang-cheng  ZHENG Yong-hui  JIA Fu-jie  ZHAO Shun-zeng  WU Yong
Affiliation:(State Key Laboratory of Green Building Materials,China Building Materials Academy,Beijing 100024,China;Zhejiang Helihaike New Material Co.,Ltd.,Jinhua 321100,China)
Abstract:
The corrosion resistance coefficient test method B for environmental corrosion-resistance admixture was established.The traditional 10 mm×10 mm×60 mm specimen(test method A)was replaced by 40 mm×40 mm×160 mm mortar specimen,while the curing and corrosion system remained unchanged,water-cement ratio was determined according to the mortar fluidity of(250±5)mm and the cement-sand ratio was 1∶6.The concentration of corrosion solution was increased to 15%.The compressive strength of mortar in corrosion solution and mortar in water at 20℃for 90 d were tested,respectively.And the corrosion resistance coefficient at 90 d was determined by the compressive strength ratio.The results show that the corrosion resistance coefficient at 90 d of method B is consistent with the corrosion resistance coefficient at 28 d of the original method A.Therefore,test method B is feasible.
Keywords:Environmental corrosion-resistance admixture for concrete  Corrosion-resistance coefficient  Cement-sand ratio  Fluidity  Concentration  Compressive strength ratio
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