[1] 熊大玉,王小虹.混凝土外加剂[M].北京:化学工业出版社,2002. XIONG D Y, WANG X H. Concrete admixtures[M]. Beijing: Chemical Industry Press, 2002 (in Chinese). [2] 朱敏涛.高性能早强混凝土在预制构件生产中的应用[J].建筑施工,2012,34(11):1093-1094+1100. ZHU M T. Application of high performance early strength concrete to large precast elements[J]. Building Construction, 2012, 34(11): 1093-1904+1000 (in Chinese). [3] 郭延辉,郭京育,赵宵龙.聚羧酸高性能减水剂及其应用技术[M].北京:北京机械出版社,2005. GUO Y H, GUO J Y, ZHAO X L. Polycarboxylic high-performance superplasticizer and its application technology[M]. Beijing: Beijing Machine Press, 2005 (in Chinese). [4] 赖光洪.星形结构聚羧酸减水剂的可控合成及其微观机理研究[D].北京:北京工业大学,2019. LAI G H. Controllable synthesis and microscopic mechanism of star-shaped polycarboxylate superplasticizer[D]. Beijing: Beijing University of Technology, 2019 (in Chinese). [5] 王子明,卢子臣,路 芳,等.梳形结构聚羧酸系减水剂主链长度对性能的影响[J].硅酸盐学报,2013,41(11):1534-1539. WANG Z M, LU Z C, LU F, et al. Effect of backbone length on properties of comb-shaped structure polycarboxylate superplasticizers[J]. Journal of the Chinese Ceramic Society, 2013, 41(11): 1534-1539 (in Chinese). [6] 王子明.聚羧酸系高性能减水剂:制备·性能与应用[M].北京:中国建筑工业出版社,2009. WANG Z M. Polycarboxy high performance water reducing admixture: preparation, properties and application[M]. Beijing: China Building Industry Press, 2009 (in Chinese). [7] 马保国,谭洪波,董荣珍,等.聚羧酸减水剂缓凝机理的研究[J].长江科学院院报,2008,25(6):93-95. MA B G, TAN H B, DONG R Z, et al. Retarding mechanism of polycarboxylic acid type water-reducing agent[J]. Journal of Yangtze River Scientific Research Institute, 2008, 25(6): 93-95 (in Chinese). [8] 隗功骁.超早强聚羧酸减水剂对预制混凝土性能的影响[D].北京:北京建筑大学,2015. KUI G X. Influence of ultra-early strength polycarboxylate on the performance of precast concrete[D]. Beijing: Beijing University of Civil Engineering and Architecture, 2015 (in Chinese). [9] 方云辉.聚羧酸减水剂分子结构对吸附和水化性能影响研究[J].新型建筑材料,2018,45(11):14-17. FANG Y H. Study on the adsorption and hydration properties of polycarboxylic water reducer[J]. New building materials, 2018, 45(11): 14-17 (in Chinese). [10] PLANK J,赵霄龙,薛 庆,等.当今欧洲混凝土外加剂的研究进展[C]//混凝土外加剂及其应用技术,2004:15. PLANK J, ZHAO X L, XUE Q, et al. Research progress of concrete admixtures in Europe today[C]//Concrete admixtures and their application technology, 2004: 15 (in Chinese). [11] 张力冉,王栋民,刘治华,等.早强型聚羧酸减水剂的分子设计与性能研究[J].新型建筑材料,2012,39(3):73-77. ZHANG L R, WANG D M, LIU Z H, et al. Molecular design and properties of early strength polycarboxylic water reducer[J]. New Building Materials, 2012, 39(3): 73-77 (in Chinese). [12] 袁荣辉,徐春红.早强型聚羧酸减水剂在PHC管桩中的应用研究[J].广东建材,2020,36(6):16-18. YUAN R H, XU C H. Application of early strength polycarboxylic water reducer in PHC pipe pile[J]. Guangdong Building Materials, 2020, 36(6): 16-18 (in Chinese). [13] 刘其彬,罗 杰,汪金文,等.早强型聚羧酸减水剂的研制及其在预制构件中的应用[J].新型建筑材料,2021,48(3):133-139+148. LIU Q B, LUO J, WANG J W, et al. Preparation of early strength polycarboxylate superplasticizer reducer and its application in prefabricated structures[J]. New Building Materials, 2021, 48(3): 133-139+148 (in Chinese). [14] WIDMER J, UELI S, BUERGE T A, et al. Multipurpose cement dispersing polymers for high flow and high strength concrete: US6387176[P]. 2002-05-14. [15] PEEV P, HILL R L. Admixture for producing cementitious compositions having good fluidity and high early compressive strength: US20030167973[P]. 2004-07-27. [16] ZHANG Y R, KONG X M, LU Z B, et al. Effects of the charge characteristics of polycarboxylate superplasticizers on the adsorption and the retardation in cement pastes[J]. Cement and Concrete Research, 2015, 67: 184-196. [17] SUN J F, SHI H, QIAN B B, et al. Effects of synthetic C-S-H/PCE nanocomposites on early cement hydration[J]. Construction and Building Materials. 2017, 140: 282-292. [18] 陈 衡.基于孔溶液分析和改进BNG模型的水泥早期水化热-动力学研究[D].南京:东南大学,2018. CHEN H. The thermodynamics and kinetics of early cement hydration based on pore solution analysis and improved BNG model[D]. Nanjing: Southeast University, 2018 (in Chinese). [19] NICOLEAU L, BERTOLIM M A. Analytical model for the alite(C3S) dissolution topography[J]. Journal of the American Ceramic Society, 2016, 99(3): 773-786. [20] FERNANDEZ M M C. Effect of particle size on the hydration kinetics and microstructural development of tricalcium silicate[D]. Switzerland: EPFL, 2008. [21] SCRIVENER K L, JUILLAND P, MONTEIRO P J M. Advances in understanding hydration of Portland cement[J]. Cement and Concrete Research, 2015, 78: 38-56. [22] 杨 义,刘品洪,邓玉莲,等.水泥悬浮液电导率及其与凝结时间的关系探索[J].建材世界,2011,32(2):1-5. YANG Y, LIU P H, DENG Y L, et al. Study on the relationship between electrical conductivity and setting time of cement suspension[J]. Building Materials World, 2011(2): 1-5 (in Chinese). [23] SALEM T M. Electrical conductivity and rheological properties of ordinary Portland cement-silica fume and calcium hydroxide-silica fume pastes[J]. Cement and Concrete Research, 2002, 32(9): 1473-1481. [24] SALEM T M, RAGAI S M. Electrical conductivity of granulated slag-cement kiln dust-silica fume pastes at different porosities[J]. Cement and Concrete Research, 2001, 31(5): 781-787. [25] EL-HOSINY F I, ABO-EL-ENEIN S A, ABOU-GAMRA Z A, et al. Physicochemical and mechanical characteristics of autoclaved Portland cement clinker pastes containing condensed silica fume[J]. Silicates Industrials, 2000, 65(1/2): 19-24. [26] BAZZONI A. Study of early hydration mechanisms of cement by means of electron microscopy[D]. Switzerland: EPFL, 2014. [27] KONG X M, LI Q H. Properties and microstructure of polymer modified mortar based on different acrylate latexes[J]. Journal of the Chinese Ceramic Society, 2009, 37(1): 107-114. [28] 孔祥明,卢子臣,张朝阳.水泥水化机理及聚合物外加剂对水泥水化影响的研究进展[J].硅酸盐学报,2017,45(2):274-281. KONG X M, LU Z C, ZHANG C Y. Research progress of cement hydration mechanism and the effect of polymer admixtures on cement hydration[J]. Journal of the Chinese Ceramic Society, 2017, 45(2): 274-281 (in Chinese). [29] ELISE M J. Impact of the supplementary cementitious materials on the kinetics and microstructural development of cement hydration[D]. Switzerland: EPFL, 2015. [30] OUZIA A, SCRIVENER K. The needle model: a new model for the main hydration peak of alite[J]. Cement and Concrete Research, 2019, 115: 339-360. [31] GARRAULT S, FINOT E, LESNIEWSKA E, et al. Study of C-S-H growth on C3S surface during its early hydration[J]. Materials and Structures, 2005, 38(4): 435-442. [32] LIU K, CHENG X, LI J, et al. Effects of microstructure and pore water on electrical conductivity of cement slurry during early hydration[J]. Composites Part B: Engineering, 2019, 177: 107435. [33] YOSHIOKA K, SAKAI E, DAIMON M, et al. Role of steric hindrance in the performance of superplasticizers for concrete[J]. Journal of the American Ceramic Society, 1997, 80(10): 2667-2671. [34] 李崇智,冯乃谦,王栋民,等.梳形聚羧酸系减水剂的制备、表征及其作用机理[J].硅酸盐学报,2005,33(1):87-92. LI C Z, FENG N Q, WANG D M, et al. Preparation, characterization and action mechanism of carboxylic acid superplastizer[J]. Journal of the Chinese Ceramic Society, 2005, 33(1): 87-92 (in Chinese). |