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浙江大学学报(工学版)
土木工程     
聚丙烯酸酯乳液改性砂浆微观结构与改性机理
李蓓1, 田野1, 赵若轶2, 段安1, 李宗津3, 马红岩3
1. 浙江大学 建筑工程学院 浙江 杭州 310058; 2. 浙江工商大学 艺术设计学院 浙江 杭州 310018;  3. 香港科技大学 土木与环境工程系 香港
Microstructure and modification mechanism of polyacrylate latex modified mortars
LI Bei1, TIAN Ye1, ZHAO Ruo-yi2, DUAN An1, LI Zong-jin3, MA Hong-yan3
1. Department of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China; 2. Art Design College, Zhejiang Gongshang Unniversity, Hangzhou 310018, China; 3. Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Hong Kong, China
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摘要:

为了研究聚丙烯酸酯乳液(PA)改性砂浆硬化过程中微观结构的形成过程及改性机理,分析PA聚合物乳液在新拌水泥砂浆中的吸附特性,并模拟孔隙溶液和PA乳液之间相互作用.同时采用扫描电子显微镜(SEM)和能谱分析(EDX)法表征了PA改性砂浆微观结构的演化过程.试验结果表明,PA颗粒将与孔隙溶液中的钙离子发生化学反应,PA聚合物将以不同的形态吸附在水泥砂浆的局部部位.在此基础上,考虑PA聚合物改性乳液与水泥基材料的反应,提出一种改进的聚合物改性与微观结构形成模型.这对研究聚合物改性水泥基材料的力学性能与推广聚合物改性水泥基材料在工程中的应用具有重要意义.

Abstract:

In order to study the microstructure forming process and modification mechanism of polyacrylate (PA) latex modified mortars during the hardening process, the adsorption performance of PA latex in fresh mortars was analyzed, and the interaction between PA latex and pore solution was simulated. Meanwhile, the microstructure evolution of PA modified mortars was measured by Scanning Electron Microscope (SEM) and Energy Dispersive X-ray Detector (EDX) analysis. The test results show that PA particles chemically react with calcium ions in the pore solution and PA polymer is localized at some places within cement mortar through different morphologies. Based on these experiments, in considering the reactions between PA latex and cement-based materials, an improved polymer modification and microstructure formation model is proposed. This is of great importance for the investigation on the mechanical properties of polymer modified cement-based materials and the application of polymer modified cement-based materials in civil engineering.

出版日期: 2014-08-01
:  TU 411  
基金资助:

国家自然科学基金资助项目(51008272,51108413);高等学校博士学科点专项资助项目(20100101120061);中央高校基本科研业务费专项资金资助项目(2012QNA4016);浙江省重点科技创新团队资助项目(2010R50034).

通讯作者: 段安,女,讲师     E-mail: duanan09@zju.edu.cn
作者简介: 李蓓(1987—),女,博士,从事水泥基材料耐久性研究工作.E-mail: libei_2005@126.com
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引用本文:

李蓓, 田野, 赵若轶, 段安, 李宗津, 马红岩. 聚丙烯酸酯乳液改性砂浆微观结构与改性机理[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2014.08.001.

LI Bei, TIAN Ye, ZHAO Ruo-yi, DUAN An, LI Zong-jin, MA Hong-yan. Microstructure and modification mechanism of polyacrylate latex modified mortars. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2014.08.001.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2014.08.001        http://www.zjujournals.com/eng/CN/Y2014/V1/I8/1345

[1] SUJJAVANICH S, LUNDY J R. Development of strength and fracture properties of styrene-butadiene copolymer latex-modified concrete [J]. ACI Materials Journal, 1998, 95(2): 131-143.
[2] SAKAI E, SUGITA J. Composite mechanism of polymer modified cement [J]. Cement and Concrete Research, 1995, 25(1): 127-135.
[3] SU Z, SUJATA K, BIJEN J M J M, et al. The evolution of the microstructure in styrene acrylate polymermodified cement pastes at the early stage of cement hydration [J]. Advanced Cement Based Materials, 1996, 3(3/4): 87-93.
[4] AFRIDI M U K, OHAMA Y, DEMURA K, et al. Development of polymer films by the coalescence of polymer particles in powdered and aqueous polymer-modified mortars [J]. Cement and Concrete Research, 2003, 33(11): 1715-1721.
[5] OHAMA Y. Handbook of polymer-modified concrete and mortars-properties and process technology[M]. Park Ridge, USA: Noyes publications, 1995: 11-21.
[6] BEELDENS A, GEMERT D V, SCHORN H, et al. From microstructure to macrostructure: an integrated model of structure formation in polymer-modified concrete [J]. Materials and Structures, 2005, 38(6): 601-607.
[7] GEMERT D V, CZARNECKI L, MAULTZSCH M, et al. Cement concrete and concrete-polymer composites: two merging worlds [J]. Cement and Concrete Composites, 2005, 27(9): 926-933.
[8] WANG Ru, WANG Pei-ming, LI Xin-gui. Physical and mechanical properties of styrene-butadiene rubber emulsion modified cement mortars [J]. Cement and Concrete Research, 2005, 35(5): 900-906.
[9] PLANK J, GRETZ M. Study on the interaction between anionic and cationic latex particles and Portland Cement [J]. Colloids and Surfaces A: Physicochemical Engineering Aspects, 2008, 330(2/3): 227-233.
[10] TIAN Ye, JIN Xian-yu, JIN Nan-guo, et al. Research on the microstructure formation of polyacrylate latex modified mortars [J].Construction and Building Materials, 2013, 47(10):1381-1394.
[11] MA Hong-yan, TIAN Ye, LI Zong-jin. Interactions between organic and inorganic phases in PA-and PU/PA-modified-cement-based materials [J]. Journal of Materials in Civil Engineering,2011,23(10): 1412-1421.
[12] MA Hong-yan, LI Zong-jin. Microstructures and mechanical properties of polymer modified mortars under different mechanisms [J]. Construction and Building Materials, 2013, 47(5), 579-587.
[13] ATAHAN H N, CARLOS C, CHAE S, et al. The morphology of entrained air voids in hardened cement paste generated with different anionic surfactants [J]. Cement and Concrete Composites,2008,30(7): 566-575.
[14] BONAPASTA A A, BUDA F, COLOMBET P. Interaction between Ca Ions and poly(acrylic acid) chains in macro-defect-free cements: a theoretical study [J]. Chemistry of Materials,2001,13(1): 6470.[15] BONAPASTA A A, BUDA F, COLOMBET P, et al. Cross-linking of poly(vinyl alcohol) chains by Ca ions in macro-defect-free cements [J].Chemistry of materials,2002, 14(3): 1016-1022.
[16] MATSUYAMA H, YOUNG J F. Synthesis of calcium silicate hydrate/polymer complexes: Part I. Anionic and nonionic polymers [J].Journal of Materials Research,1999, 14 (8): 3379-3388.
[17] OHAMA Y. Polymer-based admixture [J]. Cement and Concrete Composites,1998,20(2/3):189-212.

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