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2025, 08, v.53 2374-2387
超细矿物掺合料在水泥混凝土中的应用现状
基金项目(Foundation): 国家自然科学基金区域创新发展联合基金(U22A20126);国家自然科学基金青年基金项目(52108214); 高等学校学科创新引智基地(D17001); 济南大学学科交叉会聚建设项目(XKJC-202303,XKJC-202402)
邮箱(Email): chengxin@ujn.edu.cn;
DOI: 10.14062/j.issn.0454-5648.20250075
发布时间: 2025-05-29
出版时间: 2025-05-29
网络发布时间: 2025-05-29
移动端阅读
摘要:

超细矿物掺合料凭借更高的比表面积和火山灰活性等优势,在改善混凝土工作性、早期力学性能和耐久性方面展现出显著的应用潜力。本文首先介绍了常见超细矿物掺合料的种类及其特性;随后,分别探讨了粉煤灰微珠、超细粉煤灰、超细矿渣粉这3种典型超细矿物掺合料对水泥混凝土各项性能的影响,并对比分析了其与传统矿物掺合料的性能差异;接着,阐述了超细复合矿物掺合料的性质、匹配设计及其对水泥混凝土性能的综合影响;最后,总结了超细矿物掺合料在水泥混凝土中的应用现状。本文聚焦于超细矿物掺合料的作用机理及其在实际工程中的应用前景,旨在为其功能化和高性能化应用提供理论支持和技术指导。

Abstract:

Cement concrete materials are one of the most widely used building materials in modern infrastructure, but their production process is associated with high energy consumption and significant carbon emissions, imposing substantial environmental and resource pressures. While traditional mineral admixtures(such as fly ash and slag) can improve concrete workability, enhance mechanical properties, reduce hydration heat, and improve durability by partially replacing cement, they suffer from low early-stage activity. The application of advanced grinding or sorting technologies to refine mineral admixtures into ultrafine particles has proven effective. This process increases the specific surface area of the admixtures, thereby enhancing particle surface energy and reactivity, which compensates for the deficient early-stage activity of conventional mineral admixtures. Ultrafine mineral admixtures demonstrate remarkable potential in improving concrete workability, early-stage mechanical performance, and durability. In recent years, this approach has garnered widespread attention in academic and industrial research. This paper first elucidates the characteristics of fly ash microsphere, ultrafine fly ash, and ultrafine slag powder. Subsequently, it systematically investigates the impacts of these three typical ultrafine mineral admixtures on various properties of cement and concrete, accompanied by comparative analyses of their performance differences compared with conventional mineral admixtures. Furthermore, the intrinsic properties, compatibility design principles, and comprehensive effects of ultrafine composite mineral admixtures on cement concrete performance are expounded. Finally, the current application status of ultrafine mineral admixtures in cement concrete is summarized. Ultrafine mineral admixtures exert multiple beneficial effects in cementitious systems, including filling effect, morphological effect, nucleation effect, pozzolanic effect, density effect, dispersion effect, specific surface area effect, and interfacial effect. Their dosage and fineness significantly influence critical parameters such as water demand for standard cement consistency, setting time, rheological properties, and hydration heat release. Appropriately formulated fly ash microsphere, ultrafine fly ash, or ultrafine slag powder with optimized fineness can enhance concrete workability, improve durability, inhibit shrinkage, and suppress alkali-aggregate reactions, though potentially compromising carbonation resistance. These materials also demonstrate pore structure refinement, microstructural optimization, and mechanical performance enhancement. The primary distinction between ultrafine and conventional mineral admixtures(e.g., fly ash and slag) lies in particle fineness, which yields differential performance outcomes despite sharing identical chemical reaction mechanisms. Conventional admixtures typically enhance concrete workability, long-term strength, and durability at the expense of early-age strength reduction. In contrast, ultrafine variants leverage superior pozzolanic reactivity and filling capability, where the increased specific surface area amplifies nucleation effects, leading to significant improvements in early-age strength development and workability. Their micro-aggregate effect and enhanced pozzolanic activity further contribute to more pronounced durability enhancement. Compared with single-type ultrafine admixtures, ultrafine composite mineral admixtures employ “gradient hydration” and “functional complementarity” mechanisms to synergistically accelerate hydration processes. This strategy effectively increases amorphous C-S-H gel formation, optimizes pore structure of hardened paste, and enhances matrix compactness through multi-scale interactions. In the concrete mix design, the dosage of ultrafine mineral admixtures is recommended to be controlled between 20% and 35%, which can significantly improve the workability and mechanical properties of concrete. However, excessive dosage may trigger a significant dilution effect, which is detrimental to the overall performance of concrete. Ultrafine mineral admixtures have shown great application potential in enhancing the workability of cement-based repair materials, manufacturing cement-based refractory materials, producing high-performance insulation materials, enabling steam-free curing of prefabricated components, and improving the comprehensive performance of ultra-high-performance concrete(UHPC). Currently, the application of ultrafine mineral admixtures mainly faces two major challenges: First, the relevant standard and specification system is still incomplete. Second, it is challenging to produce ultrafine powders that meet the standard requirements using diverse and complex raw materials. Due to the complex sources of mineral admixtures, the performance of ultrafine mineral admixtures can vary significantly, and improper dosage control may adversely affect the performance of concrete. Therefore, it is urgent to improve the standard specifications, enhance the preparation processes and equipment, reduce energy consumption and pollution, and further investigate their effects on the hydration mechanisms of cementitious materials to promote their wider application. Summary and prospects Compared with traditional mineral admixtures such as fly ash and slag, ultrafine mineral admixtures, characterized by higher specific surface area and pozzolanic reactivity, have shown significant advantages in improving the workability, mechanical properties, and durability of cementitious materials. Against the backdrop of green and low-carbon transformation in the cement and concrete industry, significant progress has been made in the application research of ultrafine mineral admixtures. By reducing the clinker factor and decreasing the cement content per unit of concrete, they provide an effective pathway for achieving sustainable development in building materials. Future research should focus on the following key areas: First, improving existing grinding equipment and processes to achieve rational composite grinding of mineral admixtures, thereby enhancing quality and reducing costs. Second, leveraging artificial intelligence technology to accurately predict the performance of ultrafine mineral admixtures, significantly improving design efficiency. Third, conducting in-depth studies on the hydration synergistic effects and microstructural evolution mechanisms of different ultrafine mineral admixtures. Fourth, refining technical standards and specifications to promote product quality improvement and the expansion of application fields. With technological advancements and increasing environmental demands, ultrafine mineral admixtures will play a more important role in enhancing the performance of cement concrete, reducing costs, and driving the development of green buildings.

参考文献

[1] IGE O E, OLANREWAJU O A, DUFFY K J, et al. A review of the effectiveness of Life Cycle Assessment for gauging environmental impacts from cement production[J]. J Clean Prod, 2021, 324:129213.

[2] MADLOOL N A, SAIDUR R, HOSSAIN M S, et al. A critical review on energy use and savings in the cement industries[J]. Renew Sustain Energy Rev, 2011, 15(4):2042–2060.

[3]商一平.生活垃圾焚烧发电项目掺烧一般工业有机固废对烟气排放的影响[J].中国资源综合利用, 2024, 42(5):173–175.SHANG Yiping. China Resour Compr Util, 2024, 42(5):173–175.

[4] TURK K. Viscosity and hardened properties of self-compacting mortars with binary and ternary cementitious blends of fly ash and silica fume[J]. Constr Build Mater, 2012, 37:326–334.

[5] YANG J, BAI H, HE X Y, et al. Performances and microstructure of one-part fly ash geopolymer activated by calcium carbide slag and sodium metasilicate powder[J]. Constr Build Mater, 2023, 367:130303.

[6] LIU S H, LI Q L, SONG J W. Study on the grinding kinetics of copper tailing powder[J]. Powder Technol, 2018, 330:105–113.

[7] SHAN Y C, ZHUANG S Y, ZHOU Y Q. Value-added utilization of ultrafine ferronickel slag as a novel type of high-quality mineral admixture:A feasibility study[J]. J Build Eng, 2023, 79:107925.

[8]张亚梅,余保英.掺超细矿粉水泥基材料早龄期水化产物及孔结构特性[J].东南大学学报(自然科学版), 2011, 41(4):815–819.ZHANG Yamei, YU Baoying. J Southeast Univ Nat Sci Ed, 2011, 41(4):815–819.

[9] ZHAO J H, LIU J, WU Y, et al. Application of an industrialized ultrafine composite powder in cement-based materials:Hydration characteristics, microstructure, and corrosion resistance[J]. Constr Build Mater, 2024, 411:134629.

[10] LASKAR S M, TALUKDAR S. Preparation and tests for workability,compressive and bond strength of ultra-fine slag based geopolymer as concrete repairing agent[J]. Constr Build Mater, 2017, 154:176–190.

[11] ZHANG S, QIAO W G, CHEN P C, et al. Rheological and mechanical properties of microfine-cement-based grouts mixed with microfine fly ash, colloidal nanosilica and superplasticizer[J]. Constr Build Mater,2019, 212:10–18.

[12] LU H Y, WANG J, ZHAN X Y, et al. Effects of retarders on the rheological properties of coal fly ash/superfine iron tailings-based 3D printing geopolymer:Insight into the early retarding mechanism[J].Constr Build Mater, 2024, 411:134445.

[13] SONG H P, LIU J Q, XUE F B, et al. The application of ultra-fine fly ash in the seal coating for the wall of underground coal mine[J]. Adv Powder Technol, 2016, 27(4):1645–1650.

[14] FERDOSIAN I, CAM?ES A. Eco-efficient ultra-high performance concrete development by means of response surface methodology[J].Cem Concr Compos, 2017, 84:146–156.

[15] SEBAIBI N, BOUTOUIL M. Reducing energy consumption of prefabricated building elements and lowering the environmental impactof concrete[J]. Eng Struct, 2020, 213:110594.

[16] FANG Z, LUO Y L, CHEN H, et al. Research on mechanical properties and hydration characteristics of ultra-high performance concrete with high-volume fly ash microsphere[J]. J Build Eng, 2023, 78:107738.

[17] ZHAO J H, WANG D M, LIAO S C. Effect of mechanical grinding on physical and chemical characteristics of circulating fluidized bed fly ash from coal gangue power plant[J]. Constr Build Mater, 2015, 101:851–860.

[18]中国建筑学会. T/ASC 07—2019砂浆和混凝土用超细粒化高炉矿渣粉[S].北京:中国建筑工业出版社, 2019.

[19]中国建筑材料联合会. T/CBMF 194—2022超细复合矿物掺和料[S].北京:2022.

[20] KWAN A K H, CHEN J J. Adding fly ash microsphere to improve packing density, flowability and strength of cement paste[J]. Powder Technol, 2013, 234:19–25.

[21] HE D L, SHI Y, LUO T L, et al. Mechanical and durability properties of self-compacting concrete made with fly ash microbeads and phosphorous slag powder[J]. J Adhes Sci Technol, 2020, 34(14):1572–1590.

[22] KARA DE MAEIJER P, CRAEYE B, SNELLINGS R, et al. Effect of ultra-fine fly ash on concrete performance and durability[J]. Constr Build Mater, 2020, 263:120493.

[23] SUPIT S W M, SHAIKH F U A, SARKER P K. Effect of ultrafine fly ash on mechanical properties of high volume fly ash mortar[J]. Constr Build Mater, 2014, 51:278–286.

[24] WANG J, DONG H. PVA fiber-reinforced ultrafine fly ash concrete:Engineering properties, resistance to chloride ion penetration, and microstructure[J]. J Build Eng, 2023, 66:105858.

[25] LIU B J, XIE Y J, ZHOU S Q, et al. Influence of ultrafine fly ash composite on the fluidity and compressive strength of concrete[J]. Cem Concr Res, 2000, 30(9):1489–1493.

[26] KUMAR M P, MINI K M, RANGARAJAN M. Ultrafine GGBS and calcium nitrate as concrete admixtures for improved mechanical properties and corrosion resistance[J]. Constr Build Mater, 2018, 182:249–257.

[27] SHARMILA P, DHINAKARAN G. Compressive strength, porosity and sorptivity of ultra fine slag based high strength concrete[J]. Constr Build Mater, 2016, 120:48–53.

[28] TENG S, LIM T Y D, SABET DIVSHOLI B. Durability and mechanical properties of high strength concrete incorporating ultra fine Ground Granulated Blast-furnace Slag[J]. Constr Build Mater, 2013, 40:875–881.

[29] LUAN C Q, YANG Q C, LIN X R, et al. The synergistic effects of ultrafine slag powder and limestone on the rheology behavior,microstructure, and fractal features of ultra-high performance concrete(UHPC)[J]. Materials, 2023, 16(6):2281.

[30] LI M G, TAN H B, HE X Y, et al. Enhancement in compressive strength of foamed concrete by ultra-fine slag[J]. Cem Concr Compos, 2023,138:104954.

[31]方永浩,朱琦,岑奕侃,等.大掺量超细矿渣粉水泥基胶凝材料的性能与结构及磷石膏的影响[J].硅酸盐学报, 2008, 36(4):444–450.FANG Yonghao, ZHU Qi, CEN Yikan, et al. J Chin Ceram Soc, 2008,36(4):444–450.

[32] LI H, XU D L, FENG S H, et al. Microstructure and performance of fly ash micro-beads in cementitious material system[J]. Constr Build Mater,2014, 52:422–427.

[33]PARK B, CHOI Y C. Effects of fineness and chemical activators on the hydration and physical properties of high-volume fly-ash cement pastes[J]. J Build Eng, 2022, 51:104274.

[34] DUAN S Y, LIAO H Q, MA Z B, et al. The relevance of ultrafine fly ash properties and mechanical properties in its fly ash-cement gelation blocks via static pressure forming[J]. Constr Build Mater, 2018, 186:1064–1071.

[35] NIU Q L, FENG N Q, YANG J, et al. Effect of superfine slag powder on cement properties[J]. Cem Concr Res, 2002, 32(4):615–621.

[36] OTIENO M, BEUSHAUSEN H, ALEXANDER M. Effect of chemical composition of slag on chloride penetration resistance of concrete[J].Cem Concr Compos, 2014, 46:56–64.

[37] ZHANG F Y, YAO X, YANG T, et al. Rheology and alkali-silica reaction of alkali-activated slag mortars modified by fly ash microsphere:A comparative analysis to OPC mortars[J]. Mater Res Express, 2021, 8(6):065501.

[38] HAN X, YANG J B, FENG J J, et al. Research on hydration mechanism of ultrafine fly ash and cement composite[J]. Constr Build Mater, 2019,227:116697.

[39] LI Y B, DAI S B, HE X Y, et al. Influences of ultrafine slag slurry prepared by wet ball milling on the properties of concrete[J]. Adv Mater Sci Eng, 2018, 2018(1):7812674.

[40] ZHANG Y T, XIA W. Enhancing effect of carbon nanotubes on the performance of concrete containing surface-treated fly ash cenosphere[J].Constr Build Mater, 2023, 406:133322.

[41] ZHAO J H, WANG D M, WANG X G, et al. Ultrafine grinding of fly ash with grinding aids:Impact on particle characteristics of ultrafine fly ash and properties of blended cement containing ultrafine fly ash[J].Constr Build Mater, 2015, 78:250–259.

[42] ZONG H Y, WANG Y, WANG G Z, et al. The role of ultra-fine supplementary cementitious materials in the durability and microstructure of airport pavement concrete[J]. Constr Build Mater, 2023, 392:131954.

[43] GIERGICZNY Z. Fly ash and slag[J]. Cem Concr Res, 2019, 124:105826.

[44] GANESAN H, SACHDEVA A, PETROUNIAS P, et al. Impact of fine slag aggregates on the final durability of coal bottom ash to produce sustainable concrete[J]. Sustainability, 2023, 15(7):6076.

[45]邢亚兵,王毅,胡凯伟.超细矿渣粉对硅酸盐水泥性能和微观结构的影响[J].材料导报, 2017, 31(S1):402–405.XING Yabing, WANG Yi, HU Kaiwei. Mater Rep, 2017, 31(S1):402–405.

[46] WANG P Q, LI X G, HUO X L, et al. Early hydration and compressive strength of steam cured high-strength concrete based on simplex centroid design method[J]. Case Stud Constr Mater, 2022, 17:e01583.

[47] LUO T, WANG Q, ZHUANG S Y. Effects of ultra-fine ground granulated blast-furnace slag on initial setting time, fluidity and rheological properties of cement pastes[J]. Powder Technol, 2019, 345:54–63.

[48] KWAN A K H, LI Y. Effects of fly ash microsphere on rheology,adhesiveness and strength of mortar[J]. Constr Build Mater, 2013, 42:137–145.

[49] VANCE K, KUMAR A, SANT G, et al. The rheological properties of ternary binders containing Portland cement, limestone, and metakaolin or fly ash[J]. Cem Concr Res, 2013, 52:196–207.

[50] YANG T, ZHU H J, ZHANG Z H, et al. Effect of fly ash microsphere on the rheology and microstructure of alkali-activated fly ash/slag pastes[J]. Cem Concr Res, 2018, 109:198–207.

[51]刘宇,黎梦圆,阎培渝.矿物掺合料对胶凝材料浆体流变性能和触变性的影响[J].硅酸盐学报, 2019, 47(5):594–601.LIU Yu, LI Mengyuan, YAN Peiyu. J Chin Ceram Soc, 2019, 47(5):594–601.

[52] NANTHAGOPALAN P, HAIST M, SANTHANAM M, et al.Investigation on the influence of granular packing on the flow properties of cementitious suspensions[J]. Cem Concr Compos, 2008,30(9):763–768.

[53] KWAN A K H, MCKINLEY M. Effects of limestone fines on water film thickness, paste film thickness and performance of mortar[J].Powder Technol, 2014, 261:33–41.

[54] ZHENG D P, WANG D M, LI D L, et al. Study of high volume circulating fluidized bed fly ash on rheological properties of the resulting cement paste[J]. Constr Build Mater, 2017, 135:86–93.

[55] ZHANG Z H, PROVIS J L, ZOU J, et al. Toward an indexing approach to evaluate fly ashes for geopolymer manufacture[J]. Cem Concr Res,2016, 85:163–173.

[56] FERRARIS C F, OBLA K H, HILL R. The influence of mineral admixtures on the rheology of cement paste and concrete[J]. Cem Concr Res, 2001, 31(2):245–255.

[57] LIU W H, ZHU H M, WU X Z, et al. Comparative study on the performance of ultra-fine fly ash prepared by different techniques in Portland cement and alkali-activated material[J]. Constr Build Mater,2023, 397:132362.

[58] ZHOU Y, PU S C, HAN F H, et al. Effect of ultrafine slag on hydration heat and rheology properties of Portland cement paste[J]. Powder Technol, 2022, 405:117549.

[59] HAN F H, PU S C, ZHOU Y, et al. Effect of ultrafine mineral admixtures on the rheological properties of fresh cement paste:A review[J]. J Build Eng, 2022, 51:104313.

[60] FEYS D, ASGHARI A. Influence of maximum applied shear rate on the measured rheological properties of flowable cement pastes[J]. Cem Concr Res, 2019, 117:69–81.

[61] WANG X M, YUAN J, WEI P, et al. Effects of fly ash microspheres on sulfate erosion resistance and chlorion penetration resistance in concrete[J]. J Therm Anal Calorim, 2020, 139(6):3395–3403.

[62] COSTA E B C, CARDOSO F A, JOHN V M. Influence of high contents of limestone fines on rheological behaviour and bond strength of cement-based mortars[J]. Constr Build Mater, 2017, 156:1114–1126.

[63]刘一帆,吴泽媚,张轩翰,等.超高性能混凝土流变特性及调控研究进展[J].硅酸盐学报, 2023, 51(11):3025–3038.LIU Yifan, WU Zemei, ZHANG Xuanhan, et al. J Chin Ceram Soc,2023, 51(11):3025–3038.

[64] YANG J, ZENG L H, HE X Y, et al. Improving durability of heat-cured high volume fly ash cement mortar by wet-grinding activation[J].Constr Build Mater, 2021, 289:123157.

[65] SHARMILA P, DHINAKARAN G. Strength and durability of ultra fine slag based high strength concrete[J]. Struct Eng Mech, 2015, 55(3):675-686.

[66]高英力.超细粉煤灰高性能公路路面水泥混凝土早期收缩变形及抗裂性能研究[D].长沙:中南大学, 2005.GAO Yingli. Study on early shrinkage deformation and crack resistance of superfine fly ash high performance highway pavement cement concrete[D]. Changsha:Central South University, 2005.

[67] WANG Q, WANG D Q, CHEN H H. The role of fly ash microsphere in the microstructure and macroscopic properties of high-strength concrete[J]. Cem Concr Compos, 2017, 83:125–137.

[68] YANG J, ZENG J Y, HE X Y, et al. Eco-friendly UHPC prepared from high volume wet-grinded ultrafine GGBS slurry[J]. Constr Build Mater,2021, 308:125057.

[69] YANG J, HUANG J X, HE X Y, et al. Shrinkage properties and microstructure of high volume ultrafine phosphorous slag blended cement mortars with superabsorbent polymer[J]. J Build Eng, 2020, 29:101121.

[70] ITIM A, EZZIANE K, KADRI E H. Compressive strength and shrinkage of mortar containing various amounts of mineral additions[J].Constr Build Mater, 2011, 25(8):3603–3609.

[71] WU L M, FARZADNIA N, SHI C J, et al. Autogenous shrinkage of high performance concrete:A review[J]. Constr Build Mater, 2017, 149:62–75.

[72]肖万.矿渣微细粉对水泥基材料性能及水化进程影响的研究[D].北京:中国地质大学(北京), 2013.XIAO Wan. Experimental Study of a new-type slag ultrafinepowder in affecting properties of cement based materials and hydration process[D].Beijing:China University of Geosciences Beijing, 2013.

[73] SHI X M, YANG Z X, LIU Y J, et al. Strength and corrosion properties of Portland cement mortar and concrete with mineral admixtures[J].Constr Build Mater, 2011, 25(8):3245–3256.

[74] SHAIKH F U A, SUPIT S W M. Compressive strength and durability properties of high volume fly ash(HVFA)concretes containing ultrafine fly ash(UFFA)[J]. Constr Build Mater, 2015, 82:192–205.

[75]李华,孙伟,左晓宝.矿物掺合料改善水泥基材料抗硫酸盐侵蚀性能的微观分析[J].硅酸盐学报, 2012, 40(8):1119–1126.LI Hua, SUN Wei, ZUO Xiaobao. J Chin Ceram Soc, 2012, 40(8):1119–1126.

[76] LUO S, GUO M Z, LING T C. Mechanical and microstructural performances of fly ash blended cement pastes with mixing CO2 during fresh stage[J]. Constr Build Mater, 2022, 358:129444.

[77] YANG J, HU H C, HE X Y, et al. Effect of steam curing on compressive strength and microstructure of high volume ultrafine fly ash cement mortar[J]. Constr Build Mater, 2021, 266:120894.

[78] WANG L, GUO F X, LIN Y Q, et al. Comparison between the effects of phosphorous slag and fly ash on the C-S-H structure, long-term hydration heat and volume deformation of cement-based materials[J].Constr Build Mater, 2020, 250:118807.

[79] LUAN C Q, WU Z M, HAN Z P, et al. The effects of calcium content of fly ash on hydration and microstructure of ultra-high performance concrete(UHPC)[J]. J Clean Prod, 2023, 415:137735.

[80] ZHU X H, RICHARDSON I G. Morphology-structural change of C-A-S-H gel in blended cements[J]. Cem Concr Res, 2023, 168:107156.

[81] ZHU C F, TAN H B, DU C, et al. Enhancement of ultra-fine slag on compressive strength of solid waste-based cementitious materials:Towards low carbon emissions[J]. J Build Eng, 2023, 63:105475.

[82]李辉,曹敏丽,张伟,等.大掺量超细粉煤灰高强混凝土研究[J].硅酸盐通报, 2014, 33(5):1028–1034.LI Hui, CAO Minli, ZHANG Wei, et al. Bull Chin Ceram Soc, 2014,33(5):1028–1034.

[83]韩笑,冯竟竟,孙传珍,等. 50℃养护下超细粉煤灰-水泥复合胶凝材料的性能研究[J].建筑材料学报, 2021, 24(3):473–482.HAN Xiao, FENG Jingjing, SUN Chuanzhen, et al. J Build Mater, 2021,24(3):473–482.

[84]时宇,朱金华,和德亮,等.矿物掺合料对混凝土力学性能与开裂趋势的影响[J].硅酸盐学报, 2019, 47(11):1605–1610.SHI Yu, ZHU Jinhua, HE Deliang, et al. J Chin Ceram Soc, 2019,47(11):1605–1610.

[85]乔艳静,费治华,田倩,等.矿渣、粉煤灰掺量对混凝土收缩、开裂性能的研究[J].长江科学院院报, 2008, 25(4):90–92.QIAO Yanjing, FEI Zhihua, TIAN Qian, et al. J Yangtze River Sci Res Inst, 2008, 25(4):90–92.

[86] SUN Y, LEE H. Research on properties evolution of ultrafine fly ash and cement composite[J]. Constr Build Mater, 2020, 261:119935.

[87] GU B B, LI Q F, LI C, et al. Optimization design of ultra-fine supplementary cementitious materials ultra-high performance concrete mix proportion based on orthogonal experiment[J]. Constr Build Mater,2024, 453:139018.

[88]倪坤,陈喜旺,李悦,等.基于超细矿物掺合料的低碳混凝土研究[J].建筑结构, 2025, 55(04):87–92.NI Kun, CHEN Xiwang, LI yue, et al. Build Struct, 2025, 55(04):87–92.

[89]阎培渝,张增起.复合胶凝材料的水化硬化机理[J].硅酸盐学报,2017, 45(8):1066–1072.YAN Peiyu, ZHANG Zengqi. J Chin Ceram Soc, 2017, 45(8):1066–1072.

[90] LI L G, KWAN A K H. Concrete mix design based on water film thickness and paste film thickness[J]. Cem Concr Compos, 2013, 39:33–42.

[91] FAN D Q, YU R, FU S Y, et al. Precise design and characteristics prediction of Ultra-High Performance Concrete(UHPC)based on artificial intelligence techniques[J]. Cem Concr Compos, 2021, 122:104171.

[92] FAN D Q, ZHU J Y, FAN M X, et al. Intelligent design and manufacturing of ultra-high performance concrete(UHPC)–A review[J].Constr Build Mater, 2023, 385:131495.

[93] SOLEDISPA C E, PIZARRO P N, MASSONE L M. Optimizing reinforced concrete walls and columns through artificial neural networks with structural neighbor-based features[J]. J Build Eng, 2024,89:109223.

[94]米贵东.多组分复合胶凝材料体系水化性能研究[D].北京:清华大学, 2016.MI Guidong. Study on hydration performance of multi-component composite cementitious material system[D]. Beijing:Tsinghua University,2016.

[95] DONG B Q, QIU Q W, GU Z T, et al. Characterization of carbonation behavior of fly ash blended cement materials by the electrochemical impedance spectroscopy method[J]. Cem Concr Compos, 2016, 65:118–127.

[96]郑超,朱本谦,陈清蓉,等.基于水泥熟料与矿物掺合料制备新胶凝材料体系[J].材料导报, 2022, 36(增刊1):234–236.ZHENG Chao, ZHU Benqian, CHEN Qingrong, et al. Mater Rep, 2022,36(S1):234–236.

[97] ZHU H M, WU X Z, ZHANG Y W, et al. Fast setting and high early strength alkali-activated fly ash synthetized with pre-polymerized suspension combined with ultrafine fly ash at ambient temperature[J].Case Stud Constr Mater, 2024, 20:e02939.

基本信息:

DOI:10.14062/j.issn.0454-5648.20250075

中图分类号:TU528

引用信息:

[1]李琴飞,顾彬彬,侯鹏坤,等.超细矿物掺合料在水泥混凝土中的应用现状[J].硅酸盐学报,2025,53(08):2374-2387.DOI:10.14062/j.issn.0454-5648.20250075.

基金信息:

国家自然科学基金区域创新发展联合基金(U22A20126);国家自然科学基金青年基金项目(52108214); 高等学校学科创新引智基地(D17001); 济南大学学科交叉会聚建设项目(XKJC-202303,XKJC-202402)

发布时间:

2025-05-29

出版时间:

2025-05-29

网络发布时间:

2025-05-29

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