首页|磷化型混凝土抗泥剂的合成及性能研究

磷化型混凝土抗泥剂的合成及性能研究

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针对砂石含泥量高会对掺聚羧酸减水剂混凝土产生的负面影响,选用马来酸酐(MA)和磷酸盐(PPs)为单体,过硫酸铵(APS)为引发剂,合成了一种能够抑制混凝土细集料中泥土副作用的抗泥剂KN-P,最佳合成条件为:n(MA)∶n(PPs)=2.5∶1,催化剂、APS用量分别为MA质量的0.08%、8%,70℃滴加3.5 h,在80 ℃保温2 h.FTIR分析表明,合成的产物为含磷聚羧酸共聚物;净浆流动度试验表明,在减水剂折固掺量仅为0.10%,该抗泥剂掺量为0.08%时,掺10%泥土的水泥浆体初始和1 h流动度分别为292、295 mm,混凝土 1 h坍落度、扩展度分别为190、420mm.表明该抗泥剂具有抑制高含泥量的细集料负面影响的作用.
Study on synthesis and properties of a phosphating clay resistance agent for concrete
In view of the negative impact of high clay content of sand on concrete doped with polycarboxylic acid superplasti-cizer,a new clay resistant agent KN-P was synthesized using maleic anhydride(MA)and phosphate(PPs)as monomers and ammo-nium persulfate(APS)as initiator,which can inhibit the side effects of soil in fine aggregates of concrete.The best conditions of synthesizing:n(MA)∶n(PPs)=2.5∶1,the dosage of catalyst and APS were 0.08%and 8%of MA mass respectively,the APS drip time was 3.5 h at 70℃,and the temperature was kept at 80℃ for 2 h.The result of FTIR analysis showed that the synthesized product was phosphorous polycarboxylic acid copolymer.The cement paste fluidity test shows that the initial and 1 h cement paste fluidity was 292 mm and 295 mm respectively,when the cement adding 10%soil,the content of polycarboxylic acid superplasticizer was only 0.10%and the content of KN-P was 0.08%,and the slump,expansion of concrete was 190 mm and 420 mm respectively after 1 h.The results showed that KN-P could inhibit the negative effects of fine aggregates with high clay content.

clay resistance agentphosphating typeclay resistanceslump retention property

赵军丽、龙一飞、潘婵、李杨薇、刘木林

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武汉城市学院湖北武汉 430083

中国地质大学湖北武汉 430074

抗泥剂 磷化型 抗泥作用 保坍性能

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(2)
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