|本期目录/Table of Contents|

[1]史继创,王朋,周腾,等.超高性能混凝土制备技术及其应用研究进展[J].建筑科学与工程学报,2026,(01):138-151.[doi:10.19815/j.jace.2024.070108]
　SHI Jichuang,WANG Peng,ZHOU Teng,et al.Research progress on preparation technology and application of? ultra-high performance concrete[J].Journal of Architecture and Civil Engineering,2026,(01):138-151.[doi:10.19815/j.jace.2024.070108]
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超高性能混凝土制备技术及其应用研究进展(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
期数:
2026年01期
页码:
138-151
栏目:
综述
出版日期:
2026-01-20

文章信息/Info

Title:
Research progress on preparation technology and application of? ultra-high performance concrete
文章编号:
1673-2049(2026)01-0138-14
作者:
史继创1,2,3，王朋2，周腾2，刘义1,3，安占义1，康科武1
1. 陕西省建筑科学研究院有限公司，陕西 西安 710082； 2. 西安建筑科技大学 土木工程学院，陕西 西安 710055； 3. 陕西建研结构工程股份有限公司，陕西 西安 710082
Author(s):
SHI Jichuang1,2,3, WANG Peng2, ZHOU Teng2, LIU Yi1,3, AN Zhanyi1, KANG Kewu1
1. Shaanxi Architecture Science Research Institute Co., Ltd, Xi’an 710082, Shaanxi, China; 2. College of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, Shaanxi, China; 3. Shaanxi Jianyan Structural Engineering Co., Ltd, Xi’an 710082, Shaanxi, China
关键词:
超高性能混凝土; 制备技术; 工程应用; 标准制定; 发展现状
Keywords:
UHPC;  preparation technology;  engineering application;  standard setting;  development status
分类号:
TU528
DOI:
10.19815/j.jace.2024.070108
文献标志码:
A
摘要:
对超高性能混凝土（UHPC）的发展历程进行梳理，分析了绿色环保、低成本化UHPC制备技术的研究现状，指出了UHPC在建筑工程、结构维修加固等领域的研究和应用现状，并对中国UHPC相关规范的制定情况进行了梳理。分析了当前阻碍UHPC发展的技术瓶颈，对未来发展研究的方向进行了展望。结果表明：UHPC在制备技术尤其是低碳化、低成本化研究方面有了较大的进展；UHPC生产成本仍比较高，但是在装配式结构、维修加固等方面表现出了广阔的应用前景；中国已制定一些UHPC相关技术规范与规程，但全面的标准体系建设还不完善；未来UHPC的研究将继续致力于可持续性、低成本化、完备制备技术、拓展应用领域等方面，以满足快速发展的工程建设和基础设施需求；随着可持续发展战略的推进和技术的进步，UHPC有望在工程领域发挥更重要的作用。
Abstract:
The development of ultra-high performance concrete (UHPC) was reviewed, and the research status of green, environmentally friendly and low-cost UHPC preparation technology was analyzed. The main application status of UHPC in the field of architectural engineering and structural maintenance and reinforcement were pointed out, and the formulation of relevant standards and specifications of UHPC in China was sorted out. Based on the analysis of the current technical bottlenecks that hinder the development of UHPC, the direction of future development research was prospected. The results show that great progress has been made in the preparation technology of UHPC, especially in the research of lowcarbon and lowcost. The cost of UHPC production is still high, but it has shown broad prospects in the maintenance, reinforcement and prefabricated structure. Some UHPC related technical specifications and procedures have been formulated in China, but the comprehesive standard construction system is not yet perfected. The future research of UHPC will continue to focus on sustainability, reducing costs, improving preparation technology, expanding application fields, etc., to meet the rapid development of engineering construction and infrastructure needs. With the continuous advancement of sustainable development strategy and the advancement of technology, UHPC is expected to play a more important role in the field of engineering.

参考文献/References:

［1］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.

SHAO Xudong, FAN Wei, HUANG Zhengyu.Application of ultra-high-performance concrete in engineering structures[J].China Civil Engineering Journal, 2021, 54(1): 1-13.

［2］BACHE H H. CBL-40densified cement/ultra-fine particle-based material［R］. Denmark: Aalborg Portland, 1981.

［3］邵旭东,邱明红.基于UHPC材料的高性能装配式桥梁结构研发[J].西安建筑科技大学学报(自然科学版),2019,51(2):160-167.

SHAO Xudong, QIU Minghong. Research of highperformance fabricated bridge structures based on UHPC[J]. Journal of Xian University of Architecture & Technology (Natural ScienceEdition), 2019, 51(2): 160-167.

［4］DE LARRARD F,SEDRAN T. Optimization of ultra-high-performance concrete by the use of apacking model[J]. Cement and Concrete Research, 1994, 24(6): 997-1009.

［5］覃维祖,曹峰.一种超高性能混凝土:活性粉末混凝土.工业建筑,1999,29(4):16-18.

QIN Weizu, CAO Feng. A new ultra-highperformance concrete reactive powder concrete[J]. Industrial Construction,1999, 29(4): 16-18.

［6］曾学鹏.掺铁尾矿粉和再生细骨料对UHPC力学性能变化规律及机理研究［D］.福州:福州大学,2018.

ZENG Xuepeng. Study on mechanical propertychange rule and mechanism of UHPC mixed with iron tail powder and recycled fineaggregate［D］. Fuzhou: FuzhouUniversity, 2018.

［7］魏慧男,刘铁军,邹笃建,等.含废弃玻璃的绿色超高性能混凝土制备及性能[J].建筑材料学报,2021,24(3):492-498.

WEI Huinan, LIU Tiejun, ZOU Dujian, et al.Preparation and properties of green ultra-high performance concrete containingwaste glass[J]. Journal of Building Materials, 2021, 24(3): 492-498.

［8］GOUGAR M L D,SCHEETZ B E, ROY D M. Ettringite and C-S-H Portland cement phases for waste ionimmobilization: a review[J]. Waste Management, 1996, 16(4): 295-303.

［9］范礼阳.钢纤维对超高性能混凝土力学性能的影响与有限元模拟［D］.南昌:南昌大学,2021.

FAN Liyang. Influence of steel fiber onmechanical properties of ultra-high performance concrete and simulations offinite element［D］. Nanchang:Nanchang University, 2021.

［10］YANG B H, ZHANGY N, ZHANG W F, et al. Recycling lithium slag into eco-friendly ultra-highperformance concrete: hydration process, microstructure development,andenvironmental benefits[J]. Journal of Building Engineering, 2024, 91: 109563.

［11］YANG R, YU R,SHUI Z H, et al. Low carbon design of an ultra-high performance concrete (UHPC)incorporating phosphorous slag[J]. Journal of Cleaner Production, 2019, 240:118157.

［12］马赛,水中和,余睿,等.铅锌尾矿基生态型超高性能混凝土的设计理念和性能研究[J].硅酸盐通报,2018,37(12):3727-3731.

MA Sai, SHUI Zhonghe, YU Rui, et al. Mixdesign and characterization of an eco-efficient ultra-high performance concreteincluding lead-zinc tailings[J]. Bulletin of the Chinese Ceramic Society, 2018,37(12): 3727-3731.

［13］SHI J, PAN W Z,KANG J Y, et al. Properties of ultra-high performance concrete incorporatingiron tailings powder and iron tailings sand[J]. Journal of BuildingEngineering, 2024, 83: 108442.

［14］ESMAEILI J,OUDAH AL-MWANES A. Production of eco-friendly UHPC with high durability andresistance to harsh environmental conditions using copper mine tailings[J].Journal of Building Engineering, 2023, 76: 107297.

［15］WANG X P, YU R,SHUI Z H, et al. Development of a novel cleaner construction product: ultra-highperformance concrete incorporating lead-zinc tailings[J]. Journal of CleanerProduction, 2018, 196: 172-182.

［16］ISLAM M M.Design of sustainable ultra high performance concrete (UHPC) using a multi-scaleframework［D］. Tallahassee: TheFlorida State University, 2024.

［17］鲁亚,刘松柏,赵筠.利用铜尾矿制备经济型超高性能混凝土的研究[J].新型建筑材料,2018,45(12):18-21,43.

LU Ya, LIU Songbai, ZHAO Jun. Study onpreparation of economical ultra-high performance concrete(UHPC) by using coppertailings[J]. New Building Materials, 2018, 45(12): 18-21, 43.

［18］LIU H B, BAI Q,MA H Y, et al. Research on the preparation of eco-economical ultra-highperformance concrete utilizing graphite tailings resources[J]. Construction andBuilding Materials, 2024, 438: 137102.

［19］LIN J X, LUO RH, SU J Y, et al. Coarse synthetic fibers (PP and POM) as a replacement tosteel fibers in UHPC: tensile behavior, environmental and economic assessment[J].Constructionand Building Materials, 2024, 412: 134654.

［20］谭晶晶.钢纤维和混杂纤维对UHPC的力学性能影响研究及经济成本分析[J].科技创新与生产力,2024(5):91-94, 98.

TAN Jingjing. Study on the effect of steelfiber and hybrid fiber on the mechanical properties of UHPC and economic costanalysis[J]. Sci-Tech Innovation and Productivity, 2024(5): 91-94, 98.

［21］LIU F Y, DING WQ, QIAO Y F. Experimental investigation on the flexural behavior of hybridsteel-PVA fiber reinforced concrete containing fly ash and slag powder[J].Construction and Building Materials, 2019, 228: 116706.

［22］XU X F, JIANG ZQ, WAN M X,et al.Experimental study on performance of reinforced concrete shortcolumns repaired and strengthened with Basalt fiber ultra-high-performanceconcrete (BF-UHPC)[J]. Structures, 2024, 62: 106170.

［23］KHAN M, LAO JC, AHMAD M R, et al. Influence of high temperatures on the mechanical andmicrostructural properties of hybrid steel-basalt fibers based ultra-high-performanceconcrete (UHPC)[J]. Construction and Building Materials, 2024, 411: 134387.

［24］赵雅萌.基于3D打印的超高性能混凝土制备及性能研究［D］.济南:山东建筑大学,2022.

ZHAO Yameng. Research on preparation andproperties of ultra-high performance concrete based on 3D printing［D］. Jinan: Shandong Jianzhu University,2022.

［25］张瀑,鲁兆红,淡浩.汶川地震中预制装配整体结构的震害调查分析[J].四川建筑科学研究,2010,36(3):129-133.

ZHANG Pu, LU Zhaohong, DAN Hao. The surveyanalysis of prefabricated structure in Wenchuan earthquake[J]. Sichuan BuildingScience, 2010, 36(3): 129-133.

［26］马福栋,邓明科,杨勇.超高性能混凝土装配整体式框架梁柱节点抗震性能研究[J].工程力学,2021,38(10):90-102.

MA Fudong, DENG Mingke, YANG Yong. Seismicexperimental study on a UHPC precast monolithic concrete beam-column connection[J].Engineering Mechanics, 2021, 38(10): 90-102.

［27］郑七振,刘阳阳,龙莉波,等.超高性能混凝土连接的装配式现浇混凝土框架抗震性能[J].工业建筑,2019,49(10):85-91.

ZHENG Qizhen, LIU Yangyang, LONG Libo, etal. Experimental research on seismic behavior of precast concrete frameconnected with UHPC[J]. Industrial Construction, 2019, 49(10): 85-91.

［28］管东芝,田文华,陈子轩,等.基于UHPC壳的装配式混凝土梁柱连接抗震性能研究[J].土木工程学报,2023,56(1):49-56.

GUAN Dongzhi, TIAN Wenhua, CHEN Zixuan, etal. Study on seismic performance of precast concrete beam-column connectionswith UHPC shells[J]. China Civil Engineering Journal, 2023, 56(1): 49-56.

［29］何庆锋,宁鹏腾,钟易,等.UHPC芯柱板受力性能试验研究与有限元分析[J].建筑结构学报,2024,45(5):173-183.

HE Qingfeng, NING Pengteng, ZHONG Yi, etal. Experimental research and finite element analysis on mechanical propertiesof UHPC core column plate[J]. Journal of Building Structures, 2024, 45(5): 173-183.

［30］孙泳滔. UHPC预制夹芯板模块化装配式建筑结构体系研究［D］.北京:清华大学,2022.

SUN Yongtao. Research on modular assembledbuilding structure system of UHPC prefabricated sandwich panel［D］. Beijing: Tsinghua University, 2022.

［31］聂建国.我国结构工程的未来:高性能结构工程[J].土木工程学报,2016,49(9):1-8.

NIE Jianguo. The future of structuralengineering in China: high-performance structural engineering[J]. China CivilEngineering Journal, 2016, 49(9): 1-8.

［32］王秋维,王杨,张春尧,等.基于ABAQUS的钢管活性粉末混凝土短柱轴压受力性能研究[J].防灾减灾工程学报,2019,39(3):421-429.

WANG Qiuwei, WANG Yang, ZHANG Chunyao, etal. Numerical simulation analysis on mechanical behavior of axially loadedreactive powder concrete filled steel tube short columns[J]. Journal ofDisaster Prevention and Mitigation Engineering, 2019, 39(3): 421-429.

［33］王秋维,王福星,梁林.方钢管UHPC短柱轴压力学性能及承载力计算研究[J].西安建筑科技大学学报(自然科学版),2022,54(2):298-305.

WANG Qiuwei, WANG Fuxing, LIANG Lin.Mechanical properties of square steel UHPC short column in axial compressionand bearing capacity calculation study[J]. Journal of Xian University of Architecture & Technology (Natural ScienceEdition), 2022, 54(2): 298-305.

［34］卜良桃,滕道远.型钢外包活性粉末混凝土组合梁的受力性能试验[J].武汉大学学报(工学版),2018,51(8):721-726,731.

BU Liangtao, TENG Daoyuan. Experimental ofmechanical performance of shaped steel encircled with reactive powder concretecomposite beams[J]. Engineering Journal of Wuhan University, 2018, 51(8): 721-726,731.

［35］唐长久.超高性能混凝土型钢梁受弯性能试验研究［D］.长沙:湖南大学,2020.

TANG Changjiu. Experimental research on theflexural performance of ultra-high performance concrete beam［D］. Changsha: Hunan University, 2020.

［36］刘祖强,任甭优,薛建阳.高强型钢超高性能混凝土梁受弯性能试验研究及有限元分析[J].工程力学,2023,40(4):102-115.

LIU Zuqiang, REN Bengyou, XUE Jianyang.Experimental study and finite element analysis on flexural performance of high-strengthsteel reinforced ultra-high performance concrete beam[J]. EngineeringMechanics, 2023, 40(4): 102-115.

［37］王秋维,梁林,史庆轩,等.方钢管超高性能混凝土界面黏结滑移性能[J].湖南大学学报(自然科学版),2022,49(11):116-125.

WANG Qiuwei, LIANG Lin, SHI Qingxuan, etal. Study on interface bond-slip behavior of ultra-high performance concrete-filledsquare steel tube[J]. Journal of Hunan University (Natural Sciences), 2022,49(11): 116-125.

［38］仲振鹏.型钢活性粉末混凝土粘结滑移性能试验研究［D］.扬州:扬州大学,2021.

ZHONG Zhenpeng. Experimental study on bondslip behavior of shaped steel reactive powder concrete［D］. Yangzhou: Yangzhou University, 2021.

［39］王朋,尤学辉,史庆轩,等.带肋超高性能混凝土与普通混凝土结合面剪切性能［J/OL］.土木与环境工程学报(中英文),2023:1-11.(2023-12-08).https://kns.cnki.net/KCMS/detail/detail.aspx?filename=JIAN20231206002&dbname=CJFD&dbcode=CJFQ.

WANG Peng, YOU Xuehui, SHI Qingxuan, et al.Shear behavior of rib-treated interface between ultra-high performance concreteand normal concrete［J/OL］.Journal of Civil and Environmental Engineering, 2023: 1-11. (2023-12-08).https://kns.cnki.net/KCMS/detail/detail.aspx?filename=JIAN20231206002&dbname=CJFD&dbcode=CJFQ.

［40］GENG J, CHENG WQ, LIU G J. Enhancing interface shear performance and bending resistance of UHPCpermanent formwork for composite short beams by different interface treatment[J].Journal of Building Engineering, 2024, 85: 108736.

［41］梁兴文,汪萍,徐明雪,等.免拆超高性能混凝土模板钢筋混凝土梁的受力性能及短期刚度研究[J].建筑结构学报,2020,41(7):154-163.

LIANG Xingwen, WANG Ping, XU Mingxue, etal. Mechanical behavior and immediate stiffness of RC beams with UHPC permanentformwork[J]. Journal of Building Structures, 2020, 41(7): 154-163.

［42］梁兴文,王莹,于婧,等.预制UHPC模板及采用预制模板的RC板受力性能及承载力分析[J].工程力学,2019,36(7):146-155.

LIANG Xingwen, WANG Ying, YU Jing, et al.Mechanical properties and strength of prefabricated UHPC formwork and RC slabwith prefabricated UHPC formwork[J]. Engineering Mechanics, 2019, 36(7): 146-155.

［43］黄杰,王朋,史庆轩,等.UHPC免拆模板-RC梁受弯性能试验研究与理论分析［J/OL］.土木工程学报,2024:1-18.(2024-04-18).https://link.cnki.net/doi/10.15951/j.tmgcxb.24010077.

HUANG Jie, WANG Peng, SHI Qingxuan, et al.Experimental research and theoretical analysis on the flexural behavior of RCbeams with a UHPC stay-in-place formwork［J/OL］. China Civil Engineering Journal, 2024: 1-18.(2024-04-18).https://link.cnki.net/doi/10.15951/j.tmgcxb.24010077.

［44］张锐,胡棚,李晰,等.U形UHPC永久模板RC无腹筋组合梁抗剪性能试验[J].中国公路学报,2021,34(8):145-156.

ZHANG Rui, HU Peng, LI Xi, et al. Shearbehavior of reinforced concrete composite beams without stirrups using U-shapedUHPC permanent formwork[J]. China Journal of Highway and Transport, 2021,34(8): 145-156.

［45］王朋,尤学辉,黄杰,等.拼接成型UHPC免拆模板钢筋混凝土柱的抗震性能[J].哈尔滨工业大学学报,2024,56(1):103-116.

WANG Peng, YOU Xuehui, HUANG Jie, et al.Seismic behavior of reinforced concrete column with an assembly stay-in-placeUHPC formwork[J]. Journal of Harbin Institute of Technology, 2024, 56(1): 103-116.

［46］欧智菁,陈伟隆,曹磊.UHPC预制管混凝土组合柱抗震性能[J].西南交通大学学报,2025,60(1):63-71.

OU Zhijing, CHEN Weilong, CAO Lei. Seismicperformance of concrete composite columns of ultra-high performance concreteprecast pipe[J]. Journal of Southwest Jiaotong University, 2025, 60(1): 63-71.

［47］ZHANG Y, ZHU YP, XU Z B, et al. Long-term creep behavior of NC filled UHPC tube compositecolumn[J]. Engineering Structures, 2022, 259: 114214.

［48］ZENG X G, WANGP, YOU X H. Shear performance of interface between ultra-high performanceconcrete and normal concrete treated with ribs[J]. Structures, 2024, 60:105867.

［49］饶欣频,霍文斌,胡智敏,等.超高性能混凝土与普通混凝土的界面抗剪性能试验研究[J].建筑结构,2021,51(14):101-106.

RAO Xinpin, HUO Wenbin, HU Zhimin, et al.Experimental study on the interface shear performance of ultra-high performanceconcrete and normal concrete[J]. Building Structure, 2021, 51(14): 101-106.

［50］谢剑,杨云涛,陈玉洁,等.氯盐环境下UHPC-NC界面黏结性能试验研究[J].天津大学学报(自然科学与工程技术版),2024,57(1):11-20.

XIE Jian, YANG Yuntao, CHEN Yujie, et al.Test study on interfacial bonding behavior of UHPC-NC in a chloride environment[J].Journal of Tianjin University (Science and Technology), 2024, 57(1): 11-20.

［51］SADREKARIMI A.Development of a light weight reactive powder concrete[J]. Journal of AdvancedConcrete Technology, 2004, 2(3): 409-417.

［52］VALIKHANI A,JAHROMI A J, MANTAWY I M, et al. Experimental evaluation of concrete-to-UHPCbond strength with correlation to surface roughness for repair application[J].Construction and Building Materials, 2020, 238: 117753.

［53］成煜,谢剑,于敬海.二次受力下UHPC加固钢筋混凝土柱轴压性能试验研究[J].硅酸盐通报,2019,38(7):2295-2301.

CHENG Yu, XIE Jian, YU Jinghai.Experimental study on axial compressive behavior of RC columns strengthened byUHPC under secondary load[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(7):2295-2301.

［54］张阳玺,李睿喆,邓明科,等.超高性能混凝土加固钢筋混凝土柱抗震性能试验研究[J].建筑结构学报,2023,44(8):88-98.

ZHANG Yangxi, LI Ruizhe, DENG Mingke, etal. Experimental study on seismic behavior of RC columns strengthened withultra-high performance concrete jacket[J].Journal of Building Structures, 2023,44(8): 88-98.

［55］苏昊,杨俊,周建庭,等.基于DIC的UHPC加固锈蚀钢筋混凝土柱轴心受压性能研究[J].材料导报,2021,35(增2):194-199.

SU Hao, YANG Jun, ZHOU Jianting, et al.Research on axial compression performance of corroded RC columns strengthenedwith UHPC based on DIC[J]. Materials Reports, 2021, 35(S2): 194-199.

［56］卜良桃,陶剑剑,段文峰,等.活性粉末混凝土加固钢筋混凝土柱轴压性能试验研究[J].建筑结构,2014,44(11):8-13.

BU Liangtao, TAO Jianjian, DUAN Wenfeng, etal. Experimental study on axial compression performance of RPC reinforcedconcrete columns[J]. Building Structure, 2014, 44(11): 8-13.

［57］AL-OSTA M A,SHARIF A M, MOHAMED SUHOOTHI A C, et al. Strengthening of axially andeccentrically compression loaded RC columns with UHPC jacketing system:experimental investigation and finite element modeling[J]. EngineeringStructures, 2021, 245: 112850.

［58］ZHANG Y X, YANGJ S, LI T, et al. Mechanical behavior of RC columns strengthened with thin UHPCjacket under cyclic loads[J]. Journal of Building Engineering, 2022, 49:104065.

［59］AL-OSTA M A.Exploitation of ultrahigh-performance fibre-reinforced concrete for thestrengthening of concrete structural members[J]. Advances in Civil Engineering,2018, 2018(1): 8678124.

［60］GANESH P,RAMACHANDRA MURTHY A. Fatigue performance of damaged RC beams rehabilitatedwith GGBS based ultra high performance concrete[J]. International Journal ofFatigue, 2020, 138: 105707.

［61］ZHANG Y, LI XL, ZHU Y P, et al. Experimental study on flexural behavior of damagedreinforced concrete (RC) beam strengthened by toughness-improved ultra-highperformance concrete (UHPC) layer[J]. Composites Part B: Engineering, 2020,186: 107834.

［62］BAHRAQ A A, ALIAL-OSTA M, AHMAD S, et al. Experimental and numerical investigation of shearbehavior of RC beams strengthened by ultra-high performance concrete[J].International Journal of Concrete Structures and Materials, 2019, 13(1): 1-19.

［63］ZHOU C, WANG JQ, SHAO X D, et al. The feasibility of using ultra-high performance concrete(UHPC) to strengthen RC beams in torsion[J]. Journal of Materials Research andTechnology, 2023, 24: 9961-9983.

［64］AL-HURI M A,AHMAD S, AL-OSTA M A, et al. Performance of corroded RC beams strengthened inflexure using UHPC: effect of configuration and thickness of the UHPC layers[J].Engineering Structures, 2023, 292: 116519.

［65］位三栋,马跃强,彭斌,等.超高性能混凝土加固历史保护建筑砖砌体承重墙性能试验研究[J].建筑结构学报,2018,39(增2):284-289.

WEI Sandong, MA Yueqiang, PENG Bin, et al.Experimental study on performance of UHPC-strengthened historical protectedbrick masonry load-bearing walls[J]. Journal of Building Structures, 2018, 39(S2):284-289.

［66］李丹,鲁亚,张学森,等.采用超高性能混凝土加固后的既有砌体结构抗震性能分析[J].建筑结构,2022,52(24):77-81.

LI Dan, LU Ya, ZHANG Xuesen, et al. Seismicperformance analysis of existing masonry structure strengthened with ultra-highperformance concrete[J]. Building Structure, 2022, 52(24): 77-81.

［67］刘绍卿.UHPC加固既有砌体结构受剪性能试验研究［D］.唐山:华北理工大学,2021.

LIU Shaoqing. Experimental study on shearbehavior of UHPC reinforced existing masonry structures［D］. Tangshan:North China University ofScience and Technology, 2021.

［68］ESTEVAN L,TORRES B, BAEZA F J, et al. Enhancing fire resistance of masonry structures:the potential of ultra high performance concrete (UHPC)[J]. Construction andBuilding Materials, 2024, 425: 136088.

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备注/Memo

备注/Memo:
国家自然科学基金项目（52178159）；陕西省建筑科学研究院科研项目（2023-11-467,2023-6-470,2019-1-314）
更新日期/Last Update: 2026-01-20