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水泥和泥对聚羧酸减水剂的吸附性能研究 被引量:9

Adsorption Research of Polycarboxylate Superplasticizer on Cement and Clay
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摘要 本文选用水泥、砂中泥和种植泥作为试验研究对象,利用紫外可见分光光度计法(UV),测定反应设定时间后的聚羧酸减水剂浓度,研究水泥和泥对聚羧酸减水剂的吸附性能。试验结果表明:聚羧酸减水剂在水泥和泥表面的吸附量随时间延长而增加,最后达到平衡;聚羧酸减水剂在泥颗粒表面的吸附存在优先选择性和亲和性,使得其在泥颗粒表面的吸附速率和吸附量大于水泥;泥种类不同,吸附量大小不同,对净浆流动度的影响程度不同;泥的掺入会大大降低水泥净浆的流动度,增大流动度经时损失量,且掺量越大影响越大,因此在工程应用中,对原材料泥含量进行控制,降低泥对聚羧酸减水剂的吸附量,对提高减水剂的减水率,保证混凝土坍落度保留值具有重要意义。 To research the adsorption of polycarboxylate superplasticizer on cement and clay,the cement、sand clay and planting clay are chosen as test subjects,and the spectrophotometry( UV) is used to determine the concentration of polycarboxylate superplasticizer react with cement and clay after a set time.The results show that: the adsorption of polycarboxylate superplasticizer on cement and clay increases with time elapsing,and adsorption amount finally reaches equilibrium; while adsorption speed and adsorption amount of polycarboxylate superplasticizer on clay is larger than cement; different kinds of clay has different adsorption amount and different degrees of negative impact on the cement paste fluidity;clay incorporation will greatly reduce the fluidity of cement paste,increase the amount of loss fluidity with time,and the larger content of clay the larger negative impact.Therefore,in engineering applications,controll clay content of the raw materials,reduce clay adsorption amount of Polycarboxylate,are important to improve water reduction,ensure concrete slump retention.
机构地区 内蒙古科技大学
出处 《硅酸盐通报》 CAS CSCD 北大核心 2015年第10期2792-2796,共5页 Bulletin of the Chinese Ceramic Society
基金 内蒙古自治区研究生教育创新计划资助项目(S20141012704)
关键词 水泥 聚羧酸减水剂 吸附量 流动度 cement clay polycarboxylate superplasticizer adsorption amount fluidity
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  • 1李崇智,冯乃谦.梳形聚羧酸系减水剂与水泥的相容性研究[J].建筑材料学报,2004,7(3):252-260. 被引量:51
  • 2刘福强,陈金龙,李爱民,张全兴.氨基萘酚磺酸在改性超高交联吸附树脂和弱碱树脂上的静态吸附行为比较[J].高分子学报,2004,14(5):661-666. 被引量:16
  • 3王春发.砂石含泥量对混凝土强度的影响[J].混凝土及建筑构件,1982,(1):39-39.
  • 4JEKNAV()RIAN A, HAZRATI K, BENTUR A, et al. Use of chemical admixtures to modify the rheological behavior of cementitious systems containing manufactured aggregates [ C ]//Proceedings of the Concrete Sustainability Conference, April 13 - 15, 2010,Tempe, Arizona, USA. [S. l. ]: National Ready Mixed Concrete Association,2010:1-14.
  • 5中华人民共和国建设部.JGJ52-2006普通混凝土用砂、石质量及检验方法标准[S].北京:中国标准出版社,2006.
  • 6JARDINE L A, KOYATA H, FOLLIARD K J, et al.Admixture and method for optimizing addition of EO/ PO superplasticizer to concrete containing smectite clay- containing aggregates: USA, 6352952[P]. 2002-03-05.
  • 7王信刚,宋固全,胡明玉.一种抑制集料含泥量影响的控缓释聚羧酸系减水剂及其制备方法:中国,201010119879.3[P].2010-08-11.
  • 8KONAN L K, PEYRATOUT C, CERBELAUD M, et al. Influence of two dispersants on the rheological behavior of kaolin and illite in concentrated calcium hydroxide dispersions [J]. Applied Clay Science, 2008(42):252 -257.
  • 9ATARASHI D, SAKAI E, DAIMON M. Interaction between superplasticizers and clay minerals [ C ]// Proceedings of the 6th International symposium on cement concrete, Sept 19-22, 2006, Xi'an, China. [S. l.]: Cement Branch of Chinese Ceramic Society, 2006 : 1560- 1566.
  • 10KONAN K L, PEYRATOUT C, SMITH A, et al. Comparison of surface properties between kaolin and metakaolin in concentrated lime solutions[J]. Journal of Colloid and Interface Science, 2009,339( 1):103-109.

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