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[1]陈宝春,韦建刚,苏家战,等.超高性能混凝土应用进展[J].建筑科学与工程学报,2019,36(02):10-20.
 CHEN Bao-chun,WEI Jian-gang,SU Jia-zhan,et al.State-of-the-art Progress on Application of Ultra-high Performance Concrete[J].Journal of Architecture and Civil Engineering,2019,36(02):10-20.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
36卷
期数:
2019年02期
页码:
10-20
栏目:
出版日期:
2019-03-26

文章信息/Info

Title:
State-of-the-art Progress on Application of Ultra-high Performance Concrete
文章编号:
1673-2049(2019)02-0010-11
作者:
陈宝春1,2,韦建刚1,2,3,苏家战1,2,黄 伟1,2,陈逸聪1,2,黄卿维1,2,陈昭晖1,2
(1. 福州大学 土木工程学院,福建 福州 350108; 2. 福州大学 可持续与创新桥梁福建省高校工程研究中心,福建 福州 350108; 3. 福建工程学院 土木工程学院,福建 福州 350118)
Author(s):
CHEN Bao-chun1,2, WEI Jian-gang1,2,3, SU Jia-zhan1,2, HUANG Wei1,2, CHEN Yi-cong1,2, HUANG Qing-wei1,2, CHEN Zhao-hui1,2
(1. College of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China; 2. Sustainable and Innovative Bridge Engineering Research Center of Fujian Province University, Fuzhou University, Fuzhou 350108, Fujian, China; 3. School of Civil Engineering, Fujian University of Technology, Fuzhou 350118, Fujian, China)
关键词:
超高性能混凝土 工程应用 标准制定 强度 纤维增强
Keywords:
ultra-high performance concrete engineering application standard formulation strength fiber reinforced
分类号:
TU528
DOI:
-
文献标志码:
A
摘要:
针对超高性能混凝土(UHPC)近年来成为土木工程领域研究热点的情况,首先统计分析了中国国家自然科学基金资助超高性能混凝土研究项目的数量,介绍了国际上主要的UHPC学术会议,然后综述了各国UHPC实际工程应用进展和标准制定进展,最后对UHPC最低抗压强度、定义、工程应用和标准制定进行了讨论。结果表明:中国UHPC研究的广度、深度与系统性不断增强,已成为国际UHPC研究的重要力量,当前和未来一段时间内,UHPC实际工程应用将主要集中在亚洲国家; 作为实际工程应用重要基础的UHPC标准(含规程、规范和指南)在不断的制订与更新之中,中国有关UHPC地方、协会与团体标准的制定呈井喷式现象,其中中国依托亚洲混凝土联合会,正在编制的亚洲UHPC材料和结构设计指南将成为第1个有关UHPC的国际团体标准; 目前仍无法设计一个全球均可接受的UHPC强度最低要求和UHPC定义; 为取得更好的经济效益和推广应用,建议中国的UHPC抗压强度最低要求定在120~130 MPa之间; 中国在UHPC研究与应用方面具有广阔前景。
Abstract:
In view of the fact that ultra-high performance concrete(UHPC)became a research hotspot in the field of civil engineering in recent years, the number of UHPC research projects funded by National Natural Science Foundation of China(NSFC)was analyzed. The main UHPC academic conferences in the world were introduced, and the progress of UHPC practical engineering application and standard formulation in various countries were summarized. Finally, the minimum compressive strength, definition, engineering application and standard formulation of UHPC were discussed. The results show that the breadth, depth and systematicness of UHPC research in China are increasing, and it has become an important force in international UHPC research. At present and in the future, UHPC practical engineering applications will mainly focus on Asian countries. As an important basis for practical engineering applications, the UHPC standards(including regulations, specifications and guidelines)are constantly being formulated and updated. The formulation of UHPC local, association and group standards in China is blowout. Among them, China, relying on the Asian Concrete Federation, is compiling the Asian UHPC material and structure design guidelines, which will become the first international group standard on UHPC. It is still impossible to design a globally acceptable UHPC minimum strength requirement and UHPC definition. In order to obtain better economic benefit and popularize application, it is suggested that the minimum compressive strength of UHPC in China should be set between 120-130 MPa. UHPC has broad prospects in research and application in China.

参考文献/References:

References:
[1] LARRARD F D,Sedran T.Optimization of Ultra-high-performance Concrete by the Use of a Packing Model[J].Cement and Concrete Research,1994,24(6):997-1009.
[2]中国工程院战略咨询中心,高等教育出版社,科睿唯安.全球工程前沿报告2018[R].北京:中国工程院战略咨询中心,2018.
Center for Strategic Studies of Chinese Academy of Engineering,Higher Education Press,Clarivate Analytics.Engineering Fronts 2018[R].Beijing:Center for Strategic Studies of Chinese Academy of Engineering,2018.
[3]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.
CHEN Bao-chun,JI Tao,HUANG Qing-wei,et al.Review of Research on Ultra-high Performance Concrete[J].Journal of Architecture and Civil Engineering,2014,31(3):1-24.
[4]RICHARD P,CHEYREZY M.Reactive Powder Concretes with High Ductility and 200-800 MPa Compressive Strength[J].ACI Special Publication,1994,144(24):507-518.
[5]RICHARD P,CHEYREZY M.Composition of Reactive Powder Concretes[J].Cement and Concrete Research,1995,25(7):1501-1511.
[6]TOUTLEMONDE F,BERNARDI S,BRUGEAUD Y,et al.Twenty Years-long French Experience in UHPFRC Application and Paths Opened from the Completion of the Standards for UHPFRC[C]//SHI C J,CHEN B C.Proceedings of the 2nd International Conference on UHPC Materials and Structures.Fuzhou:RILEM Publications S.A.R.L.,2018:61-83.
[7]PERRY V H.What Really Is Ultra-High Performance Concrete — Towards a Global Definition[C]//SHI C J,CHEN B C.Proceedings of the 2nd International Conference on UHPC Materials and Structures.Fuzhou:RILEM Publications S.A.R.L.,2018:89-105.
[8]马熙伦,陈宝春,黄卿维,等.德国加特纳普拉兹超高性能混凝土人行桥[J].中外公路,2017,37(2):77-81.
MA Xi-lun,CHEN Bao-chun,HUANG Qing-wei,et al.Germany Gartnerplatzbrücke UHPC Bridge[J].Journal of China & Foreign Highway,2017,37(2):77-81.
[9]BRUHWILER E.“Structural UHPFRC” to Enhance Bridges[C]//SHI C J,CHEN B C.Proceedings of the 2nd International Conference on UHPC Materials and Structures.Fuzhou:RILEM Publications S.A.R.L.,2018:150-158.
[10]LOPEZ J A,SERNA P,NAVARRO-GREGORI J.Advances in the Development of the First UHPFRC Recommendations in Spain:Material Classifications,Design and Characteristics[C]//TOUTLEMONDE F,RESPLENDINO J.Proceedings of the AFGC-ACI-fib-RILEM Int.Symposium on UHPFRC.Montpellier:RILEM Publications S.A.R.L.,2017:565-574.
[11]SPAROWITZ L,FREYTAG B,REICHEL M,et al.Wild Bridge — A Sustainable Arch Made of UHPFRC[C]//RADIC J,CHEN B C.Proceedings of 3rd Chinese-Croatian Joint Colloquium on Long Span Arch Bridges.Zagreb:University of Zagreb,2011:45-70.
[12]COUFAL R,VITEK J L,KALNY M.The First Large Application of UHPC in the Czech Republic[C]//SRITHARAN S.Proceedings of the First International Interactive Symposium on UHPC.Des Moines:Lowa State University,2016:1-8.
[13]PERRY V,SEIBERT P.Fifteen Years of UHPC Construction Experience in Precast Bridges in North America[C]//TOUTLEMONDE F,RESPLENDINO J.Proceedings of RILEM-fib-AFGC International Symposium on Ultra-High Performance Fibre-Reinforced Concrete.Marseille:RILEM Publications S.A.R.L.,2013:229-238.
[14]杜任远,黄卿维,陈宝春.活性粉末混凝土桥梁应用与研究[J].世界桥梁,2013,41(1):69-74.
DU Ren-yuan,HUANG Qing-wei,CHEN Bao-chun.Application and Study of Reactive Powder Concrete to Bridge Engineering[J].World Bridges,2013,41(1):69-74.
[15]KIM B S,JOH C,PARK S Y,et al.Case Studies Highlighting Innovative UHPC Bridge Applications of KICT[C]//SARASWATI S,KULKARNI V.Proceedings of the 1st International Symposium of Asian Concrete Federation on UHPC.Kolkata:Indian Concrete Institute,2015:43-50.
[16]黄卿维,沈秀将,陈宝春,等.韩国超高性能混凝土桥梁研究与应用[J].中外公路,2016,36(2):222-225.
HUANG Qing-wei,SHEN Xiu-jiang,CHEN Bao-chun,et al.Research and Application of UHPC Bridge in Korea[J].Journal of China & Foreign Highway,2016,36(2):222-225.
[17]VOO Y L,HAFEZOLGHORANI M,FOSTER S J.Application of Ultra-high Performance-fiber Reinforced Concrete Technology for Present and Future[C]//SHI C J,CHEN B C.Proceedings of the 2nd International Conference on UHPC materials and Structures.Fuzhou:RILEM Publications S.A.R.L.,2018:6-20.
[18]VIET T B,CHIEN B X,DUC L A.Study on UHPC and Some Application Results in Vietnam[C]//SHI C J,CHEN B C.Proceedings of the 2nd International Conference on UHPC Materials and Structures.Fuzhou:RILEM Publications S.A.R.L.,2018:21-44.
[19]CHEN B C,AN M Z,HUANG Q W,et al.Applications of Ultra-high Performance Concrete in Bridge Engineering in China[C]//SRITHARAN S.Proceedings of the First International Interactive Symposium on UHPC.Des Moines:Lowa State University,2016:1-8.
[20]檀军锋.活性粉末混凝土(RPC)在铁路预制梁工程中的应用[J].上海铁道科技,2007(2):54-55.
TAN Jun-feng.Application of Reactive Powder Concrete(RPC)in Railway Precast Beam Engineering[J].Shanghai Railway Science & Technology,2007(2):54-55.
[21]CHEN B C,HUANG Q W,SHEN X J,et al.Two Pilot UHPFRC Bridges in China[J].ACF Magazine,2015,1(2):42-47.
[22]SHAO X D,CAO J H,HUANG Z Y.Research and Application of UHPC-based High Performance Bridge Structures in China[C]//SHI C J,CHEN B C.Proceedings of the 2nd International Conference on UHPC Materials and Structures.Fuzhou:RILEM Publications S.A.R.L.,2018:121-139.
[23]VERNON P,KU M,WEILL J M,et al.Shum Yip Upperhills UHPC Facade Panels:Analysis of the Design Process[C]//TOUTLEMONDE F,RESPLENDINO J.Proceedings of the AFGC-ACI-fib-RILEM Int.Symposium on UHPFRC.Montpellier:RILEM Publications S.A.R.L.,2017:565-574.
[24]NF P 18-470,Ultra-High Performance Fibre-reinforced Concrete(UPHFRC):Specification,Performance,Production and Conformity[S].
[25]NF P 18-710,National Addition to Eurocode 2 — Design of Concrete Structures:Specific Rules for Ultra-high Performance Fibre-reinforced Concrete(UPHFRC)[S].
[26]SIA 2052,Betons Fibres Ultra-performant:Materiaux,Dimensionnement et Execution(UHPFRC:Construction Material,Dimensioning and Application)[S].
[27]SCHMIDT M,LEUTBECHER T,PIOTROWSKI S,et al.The German Guideline for UHPC[C]//TOUTLEMONDE F,RESPLENDINO J.Proceedings of the AFGC-ACI-fib-RILEM Int.Symposium on UHPFRC.Montpellier:RILEM Publications S.A.R.L.,2017:545-554.
[28]SCHMIDT M.Sustainable Building with Ultra-High Performance Concrete[M].Kassel:Press University of Kassel,2014.
[29]ASTM.2015 Annual Book of ASTM Standards[M].West Conshohocken:ASTM,2015.
[30]ASTM C1856/C1856M,Standard Practice for Fabricating and Testing Specimens with UHPC[S].
[31]CSA A23.1/2,Annex S on Ultra-high Performance Concrete[S].
[32]GOWRIPALAN N,GILBERT R I.Design Guidelines for Ductal Prestressed Concrete Beams[R].Sydney:The University of New South Wales,2000.
[33]JSCE.Recommendations for Design and Construction of Ultra High Strength Fiber Reinforced Concrete Structures(Draft)[R].Tokyo:JSCE,2006.
[34]KCI-M-12-003,Design Recommendations for Ultra-high Performance Concrete K-UHPC[S].
[35]GB/T 31387—2015,活性粉末混凝土[S].
GB/T 31387—2015,Reactive Powder Concrete[S].
[36]GDJTG/T A01—2015,超高性能轻型组合桥面结构技术规程[S].
GDJTG/T A01—2015,Technical Specification for Ultra-high Performance Lightweighted Composite Deck Structure[S].
[37]DBJ 43/T 325—2017,活性粉末混凝土结构技术规程[S].
DBJ 43/T 325—2017,Technical Specification for Reactive Powder Concrete Structures[S].
[38]YANG J,CHEN B C,WU H C.Shape and Size Effect on Compressive Strength of Ultra-high Performance Concrete[C]//CHEN B C,WEI J G.Proceedings of the 8th International Conference of Asian Concrete Federation.Fuzhou:Thailand Concrete Association,2018:919-924.
[39]BRUHWILER E.“Structural UHPFRC”:Welcome to the Post-concrete Era[C]//SRITHARAN S.Proceedings of the First International Interactive Symposium on UHPC.Des Moines:Lowa State University,2016:1-16.
[40]TANG M C.High Performance Concrete — Past,Present and Future[C]//SCHMIDT M,FEHLING E,GEISENHANSLUKE C.Proceedings of the International Symposium on Ultra High Performance Concrete.Kassel:University of Kassel,2004:3-10.
[41]方 志,郑 辉,杨 剑,等.超高性能混凝土结构的设计方法[J].建筑科学与工程学报,2017,34(5):59-67.
FANG Zhi,ZHENG Hui,YANG Jian,et al.Design Principles for Ultra-high Performance Concrete Structures[J].Journal of Architecture and Civil Engineering,2017,34(5):59-67.

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备注/Memo

备注/Memo:
收稿日期:2018-12-25
基金项目:国家重点研发计划项目(2018YFC0705400)
作者简介:陈宝春(1958-),男,福建罗源人,教授,博士研究生导师,工学博士,E-mail:baochunchen@fzu.edu.cn。
更新日期/Last Update: 2019-03-27