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木质素系高性能引气减水剂GCL1-D的性能和作用机理研究
引用本文:梁浩楣,杨东杰,庞煜霞,邱学青.木质素系高性能引气减水剂GCL1-D的性能和作用机理研究[J].混凝土,2007(2):48-51,54.
作者姓名:梁浩楣  杨东杰  庞煜霞  邱学青
作者单位:华南理工大学,化工与能源学院,广东省绿色化学产品技术重点实验室,广东,广州,510640
摘    要:随着高性能混凝土的发展,研制开发性能优良、对混凝土强度和耐久性效果好的高性能引气减水剂已成为混凝土工程亟待解决的问题.试验研究了木质素系高性能引气减水剂CCL1-D对砂浆及混凝土应用性能的影响,并初步探索其作用机理.结果表明,GCL1-D具有优良起泡性能,溶液最大泡径仅1.0mm.掺加0.4%GCL1-D的混凝土减水率为18.1%,3d和28d混凝土强度比分别达161%和145%,28d砂浆抗渗比达到418%.掺加GCL1-D硬化砂浆的3d和28d开口孔隙率较空白砂浆的降低了28%和21%,最可几孔径仅为空白砂浆的26%,且孔径小于0.015mm的孔含量最多,孔径大于0.065mm的孔相对较少,最大孔径为1.05mm.GCL1-D在砂浆中引入的气泡细腻,增强了减水分散作用,微细孔阻断了水渗透通道,提高了硬化砂浆和混凝土的抗渗性能和抗压强度.

关 键 词:引气减水剂  混凝土  抗压强度  抗渗性能  孔结构  木质素  高性能  引气减水剂  分散作用  机理研究  modified  superplasticizer  mechanism  performance  抗压强度  抗渗性能  渗透通道  阻断  微细孔  增强  气泡  最大孔径  含量  孔隙率  硬化
文章编号:1002-3550-(2007)02-0048-05
修稿时间:2006-11-24

Study on the performance and mechanism of AE superplasticizer GCL1-D modified by lignosulphonate
LIANG Hao-mei,YANG Dong-jie,PANG Yu-xia,QIU Xue-qing.Study on the performance and mechanism of AE superplasticizer GCL1-D modified by lignosulphonate[J].Concrete,2007(2):48-51,54.
Authors:LIANG Hao-mei  YANG Dong-jie  PANG Yu-xia  QIU Xue-qing
Affiliation:College of Chemical and Engineering, South China University of Technology, Guangzhou 510640, China
Abstract:Nowadays high performance concrete(HPC)that exhibits high strength,excellent workability and durability is widely used in construction and the performance of air entraining(AE)superplasticizer used in concrete is required to be improved.In this paper the performance and mechanism of AE superplasticizer GCL1-D,which is developed by modification of lignosulphonate,is studied.Results show that GCL1-D has good foaming performance and the bubbles with a maximum diameter of 1.0mm are fine and stable.When added 0.4% GCL1-D,the water reducing ratio of concrete is 18.1% as well as the compressive strength ratio of 3 day and 28 day of harden concrete is 161% and 145%.The 28 days impermeability pressure ratio of harden mortar blended with GCL1-D reaches 418%.Further studies show that the open porosity of 3 days and 28 days of harden mortar added GCL1-D is 28% and 21%,which is lower than that of blank.Harden mortar added GCL1-D has more pores smaller than 0.015mm,fewer pores larger than 0.065mm,and the largest pore diameter is 1.05mm,the most probable pore diameter is only 26% of that of blank.All these help to improve the compressive strength and impermeability of mortar and concrete.
Keywords:AE superplasticizer  concrete  compressive strength  impermeability pressure ratio  pore structure
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