基于胶凝材料体系优化的超高性能混凝土(UHPC)的抗压强度与环境效益研究
Research on the compressive strength and environmental benefits of ultra-high performance concrete (UHPC) based on optimization of cementitious material system
关键词:
超高性能混凝土(UHPC);胶凝材料体系;抗压强度;矿物掺合料;环境效益
Key words:
Ultra-high performance concrete (UHPC); Cementitious material system; Compressive strength; Mineral admixture; Environmental benefit
刊期:
2026年第3期
DOI:
10.19761/j.1000-4637.25090429
文章编号:
基金项目:
2024年度北京市科技服务业专项支持科技服务业企业效能提升项目(20240467355);宁波市电力设计院有限公司科技项目。
作者:
王朴炎1,张 洁1,周东杰1,胡慧峰1,杨艳婷1,俞梦迪1,贺 阳2,3,*
单位:
1.宁波市电力设计院有限公司,浙江 宁波 315000;2.中国建筑科学研究院有限公司,北京 100013; 3.中建研科技股份有限公司,北京 100013
摘要
摘 要:研究了不同水泥型号(P·O 42.5级水泥、P·O 52.5级水泥)、硅灰掺量(5%~20%)、粉煤灰掺量(10%~30%)和矿渣粉掺量(10%~30%)对超高性能混凝土(Ultra-high performance concrete,UHPC)抗压强度的影响,并结合生命周期评价(Life cycle assessment,LCA)方法探讨了UHPC的环境效益。结果表明:与P·O 42.5级水泥相比,采用P·O 52.5级水泥的UHPC抗压强度更高;掺入适量矿物掺合料可有效提升UHPC的抗压强度,同时兼顾环境效益,实现力学性能与绿色性能的协同优化,硅灰、粉煤灰和矿渣粉的最佳掺量分别为10%、20%和20%。
Abstract: The effects of different cement types (P·O 42.5 grade cement, P·O 52.5 grade cement), silica fume contents (5%~20%), fly ash contents (10%~30%), and slag powder contents (10%~30%) on the compressive strength of ultra-high performance concrete(UHPC) were studied, and the environmental benefits of UHPC were explored by using the life cycle assessment(LCA) method. The results show that compared with P·O 42.5 grade cement, UHPC with P·O 52.5 grade cement has higher compressive strength. Adding appropriate content of mineral admixtures can effectively improve the compressive strength of UHPC, while also considering environmental benefits, achieving synergistic optimization of mechanical properties and green properties. The optimal contents of silica fume, fly ash, and slag powder are 10%, 20%, and 20%, respectively.
结论
(1)与42.5水泥相比,52.5水泥凭借其高CaO含量、低烧失量和高比表面积,显著促进了UHPC的早期水化反应,使UHPC的长龄期(3~180 d)抗压强度始终较高。
(2)随着硅灰掺量从5%增至20%,UHPC的各龄期抗压强度均先增后降,最佳掺量为10%。
(3)随着粉煤灰掺量从10%增至30%,UHPC的各龄期抗压强度均先增后降,最佳掺量为20%.
(4)随着矿渣粉掺量的增加,UHPC的早、中期抗压强度先增大后减小,后期抗压强度基本减小,最佳掺量为20%。
(5)合理选用水泥型号,并精细调控硅灰、粉煤灰、矿渣粉等矿物掺合料的掺量,不仅能够实现UHPC强度的优化,而且可兼顾绿色低碳目标。
参考文献
[1] 戎志丹,孙伟,陈惠苏,等.超高性能水泥基材料的力学行为及机理分析[J].深圳大学学报(理工版),2010,27(1):88-94.
[2] 邵旭东,樊伟,黄政宇.超高性能混凝土在结构中的应用[J].土木工程学报,2021,54(1):1-13.
[3] 陈宝春,李聪,黄伟,等.超高性能混凝土收缩综述[J].交通运输工程学报,2018,18(1):13-28.
[4] ZHANG X H,WU Z M,XIE J,et al.Trends toward lower-carbon ultra-high performance concrete(UHPC)-A review[J].Construction and Building Materials,2024,420:135602.
[5] JI X P,HAN F Y,PAN T H,et al.Decoupling the physical and chemical effects of silica fume in ultra-high performance concrete(UHPC)[J].Construction and Building Materials,2024,444:137851.
[6] 王德辉,史才军,吴林妹.超高性能混凝土在中国的研究和应用[J].硅酸盐通报,2016,35(1):141-149.
[7] 陈宝春,季韬,黄卿维,等.超高性能混凝土研究综述[J].建筑科学与工程学报,2014,31(3):1-24.
[8] YU P,ZHONG L,CHEN Z,et al.Influence of different cement matrix on the static and dynamic mechanical properties of ultra-high performance concrete[J].Journal of Building Engineering,2024,98:111465.
[9] 何小芳,卢军太,李小楠,等.硅灰对混凝土性能影响的研究进展[J].硅酸盐通报,2013,32(3):423-428.
[10] 张云升,张文华,陈振宇.综论超高性能混凝土:设计制备·微观结构·力学与耐久性·工程应用[J].材料导报,2017,31(23):1-16.
[11] 曹园章,谢国帅,宁全纪,等.凝灰岩石粉-粉煤灰低热水泥碾压混凝土性能演化规律及其相关性分析[J].混凝土与水泥制品,2025(11):1-6.
[12] 贺晶晶,陈凌威,王攀菲,等.矿物掺合料对生态型超高性能混凝土(E-UHPC)力学性能的影响研究[J].混凝土与水泥制品,2025(11):1-6.
[13] YAZICI H,YIGITER H,KARABULUT A S,et al.Utilization of fly ash and ground granulated blast furnace slag as an alternative silica source in reactive powder concrete[J].Fuel,2008,87(12):2401-2407.
[14] SHI C J,WANG D H,WU L M,et al.The hydration and microstructure of ultra high-strength concrete with cement-silica fume-slag binder[J].Cement and Concrete Composites,2015,61:44-52.
[15] 卿双全,李传习.基于正交试验的高强高延性混凝土力学性能[J].工业建筑,2025,55(5):280-291.
[16] 陈有才,唐孟雄,罗奥,等.预拌混凝土碳排放足迹计算与案例分析[J].广州建筑,2024,52(增刊1):89-98.
[17] ASHOKAN A,JAGANATHAN S,RAJENDRAN S,et al.Analysis of environmental performance indicators for concrete block manufacturing: embodied energy, CO2 emissions, and water consumption[J].Environmental Science and Pollution Research,2024,31(6):8842-8862.
[18] EL-HASSAN H,KIANMEHR P,EL-HASSAN H,et al.Sustainability assessment and physical characterization of pervious concrete pavement made with GGBS[J].MATEC Web of Conferences,2017,120:07001.
[19] O′BRIEN K R,M?魪NACH?魪 J,O′MOORE L M,et al.Impact of fly ash content and fly ash transportation distance on embodied greenhouse gas emissions and water consumption in concrete[J].The International Journal of Life Cycle Assessment,2009,14(7):621-629.
[20] KURUSCU A O,GIRGIN Z C.Efficiency of structural materials in sustainable design[J].Journal of Civil Engineering and Architecture,2014,8(10):1260-1265.
引用本文
王朴炎,张洁,周东杰,等.基于胶凝材料体系优化的超高性能混凝土(UHPC)的抗压强度与环境效益研究[J].混凝土与水泥制品,2026,53(3):7-12. WANG P Y,ZHANG J,ZHOU D J,et al.Research on the compressive strength and environmental benefits of ultra-high performance concrete (UHPC) based on optimization of cementitious material system[J].China Concrete and Cement Products,2026,53(3):7-12 (in Chinese).
相关文件