[1]陶 毅,张海镇,史庆轩,等.活性粉末混凝土配合比研究综述[J].西安建筑科技大学学报(自然科学版),2016,48(06):839-845.[doi:10.15986/j.1006-7930.2016.06.011]
　TAO Yi,ZHANG Haizhen,SHI Qingxuan,et al.State of art of mix design theory of reactive powder concrete[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2016,48(06):839-845.[doi:10.15986/j.1006-7930.2016.06.011]
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活性粉末混凝土配合比研究综述()
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西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
48
期数:
2016年06期
页码:
839-845
栏目:
出版日期:
2016-12-31

文章信息/Info

Title:
State of art of mix design theory of reactive powder concrete
文章编号:
1006-7930(2016)06-0839-07
作者:
陶 毅1; 张海镇1; 史庆轩1; 陈建飞2
1．西安建筑科技大学土木工程学院，陕西 西安710055；2．英国贝尔法斯特女王大学规划、建筑及土木工程学院，英国 贝尔法斯特，BT9 5AG
Author(s):
TAO Yi 1;  ZHANG Haizhen1;  SHI Qingxuan1;  CHEN Jianfen2
 1. School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China; 2. School of Planning, Architecture and Civil Engineering Queen’s Univ. Belfast, Belfast BT9 5AG, U.K.
关键词:
活性粉末混凝土; 高性能混凝土; 配合比设计; 强度预测
Keywords:
reactive powder concrete;  high performance concrete;  mix design;  strength prediction
分类号:
TU528.57
DOI:
10.15986/j.1006-7930.2016.06.011
文献标志码:
A
摘要:
活性粉末混凝土作为一种超高性能混凝土材料，其配合比直接关系到其性能的优劣，亦是研究其性能的基础．本文首先回顾了RPC配合比设计理论基础，并对典型的RPC配合比设计方法进行了归纳和总结，分析了各方法的适用范围和特点，深入讨论了RPC配合比设计参数的适宜取值范围．目前活性粉末混凝土配合比设计主要基于试验方法、半经验半理论公式方法、编程计算方法．但是试验方法和编程计算方法无法直接进行强度预测，配合比设计具有较大不确定性．通过对典型半经验半理论公式方法进行评价分析发现法国路桥公式的准确度较高，可作为简易的强度预测公式使用，但该方法未考虑钢纤维掺量及养护制度对强度的影响．
 
Abstract:
The mix proportion of the reactive powder concrete (RPC) dominates its mechanical properties. It is essentially to understand the mix design theory in order to study RPC structures deeply and widen its application. This paper firstly reviewed the mix design theory of the cement-based composites and analysed the critical parameters which had been identified affect the performance of RPC. At present, the mix proportion design of RPC is mainly based on the test method, the semi empirical and semi theoretical formula method and the programming calculation method. But the test method and programming calculation method can not directly predict the strength. Based on the analysis of typical semi empirical and semi theoretical formula, the accuracy of LCPC formula is more accurate, which can be used as a simple strength prediction formula. But the method has not considered the influence of steel fiber content and curing system on the strength.

参考文献/References:

[1] RICHARD P, CHEYREZY M. Composition of reactive powder concrete[J]. Cement and Concrete Research, 1995, 25(7):1501-1511.

[2] HALIT Y, MERT Y Y, SERDAR A, et al. Mechanical properties of reactive powder concrete containing mineral admixtures under different curing regimes[J]. Construction and Building Materials, 2009, 23(3): 1223-1231.

[3] GOV N S. Optimization of mechanical properties and durability of reactive powder concrete[J]. Aci Materials Journal, 2006, 104(5):547-547.

[4] 史庆轩, 戎翀, 张婷. 活性粉末混凝土微观层面的研究进展[J]. 西安建筑科技大学学报(自然科学版), 2015, 47(2):155-159.

SHI Qingxuan, RONG Chong, ZHANG Ting. Development of micro-level study on reactive powder concrete materials[J]. J. of Xi’an Univ. of Arch. & Tech. (Natural Science Edition), 2015, 47(2):155-159.

[5] 郑文忠, 吕雪源. 活性粉末混凝土研究进展[J]. 建筑结构学报, 2015, 36(10):44-58.

ZHENG Wenzhong, LÜ Xueyuan. Literature review of reactive powder concrete[J].Journal of Building Stru- ctures, 2015, 36(10):44-58.

[6] 邓宗才, 肖锐, 申臣良, 等.超细水泥活性粉末混凝土的配合比设计[J].建筑材料学报,2014,17(4):659- 665.

DENG Zongcai, XIAO Rui, SHEN Chenliang et al. Mix proportion design of reactive powder concrete with superfine cement [J]. Journal of Building Materials, 2014, 17(4):659-665.

[7] 吴中伟, 廉慧珍. 高性能混凝土[M]. 北京:中国铁道出版社,1999.

WU Zhongwei, LIAN Huizhen. High performance concrete[M].Beijing: China Railway Publishing House, 1999.

[8] POWER T C. Structure and physical properties of hardened Portland cement paste[J]. Journal of the Am- erican Ceramic Society, 1985,41(1):38-48.

[9] LARRARD F, SADRAN T. Optimization of ultra-high performance concrete by the use of a packing model[J]. Cement and Concrete Research, 1994, 24(6):997-1009.

[10] 唐明,潘吉,巴恒静.水泥基粉体颗粒群分形几何密集效应模型[J].沈阳建筑大学学报(自然科学版),2005, 21(5):97-100.

TANG Ming, PANJi, BA Hengjing. The model of the cementing matrix powder group fractal geometry denseness effect[J].J. of Shenyang Jianzhu University (Natural Science),2005,21(5):97-100.

[11] 刘娟红,宋少明.活性粉末混凝土:配制、性能与微结构[M].北京:化学工业出版社,2013.

LIU Juanhong, SONG Shaoming. Reactive powder concrete: preparation, properties and microstructure [M]. Beijing: Chemical Industry Press, 2013.

[12] 何峰, 黄政宇. 活性粉末混凝土原材料及配合比设计参数的选择[J]. 新型建筑材料,2007,34(3):74-77.

HE Feng, HUANG Zhengyu. Selection of raw materials and parameters of mix design for active powder concrete[J].New Building Materials,2007,34(3):74-77.

[13] 闫光杰, 阎贵平, 安明喆, 等. 200MPa级活性粉末混凝土试验研究[J]. 铁道学报,2004,26(2):116-119.

AN Guangjie, YAN Guiping, AN Mingzhe, et al. Experimental study on 200 MPa reactive powder concrete[J].Journal of the China Railway Society, 2004, 26(2):116-119.

[14] 刘数华, 刘显军, 张洁. 基于正交试验的活性粉末混凝土配合比设计[J].公路,2013(2):158-160.

LIU Shuhua, LIU Xianjun, ZHANG Jie. Mix design of reactive powder concrete based on orthogonal test[J]. Highway,2013(2):158-160.

[15] 赵庆新,刘朝阳,郝圣旺. 基于正交理论的RPC配合比设计[J].硅酸盐通报,2010,29(1):193-197.

ZHAO Qingxin, LIU Zhaoyang, HAO Shengwang. Mix proportion design of RPC based on orthogonal theory[J]. Bulletin of the Chinese Ceramic Society, 2010, 29(1):193-197.

[16] F.Larrard.A survey of Recent Research performed in the French “LCPC”Networkon High Performance Concrete[C]//Proceeding of High Strength Concrete, Norway: Lillehammer, 1993:20-24.

[17] Bache H H. Densified Cement/Ultrafine Particle Based Materials[C]//Second International Conf. On Superplasticizers in Concrete, Canada: Ottawa,1981.

[18] KEN W. Day. Concrete mix design, quality control and specification, [M]. 3rd Ed., Taylor & Francis, 2013.

[19] 郑文忠,李莉. 活性粉末混凝土配制及其配合比计算方法[J].湖南大学学报(自然科学版),2009,36(2): 13-17.

ZHENG Wenzhong, LI Li. Preparation and mix proportion calculation of reactive powder concrete[J]. Journal of Hunan University (Natural Sciences), 2009, 36(2): 13-17.

[20] 崔巩,刘建忠,姚婷,等. 基于Dinger-Funk方程的活性粉末混凝土配合比设计[J]. 东南大学学报(自然科学版),2010(S2):15-19.

CUI Gong, LIU Jianzhong, YAO Ting, et al. Mix proportion design of reactive powder concrete based on Dinger-Funk equation[J]. Journal of Southeast University(Natural Science Edition), 2010(S2):15-19.

[21] 国爱丽,赵福君,巴恒静,等. 活性粉末混凝土配比优化及收缩性能研究[J]. 武汉理工大学学报, 2009, 31 (2):20-24.

GUO Aili, ZHAO Fujun, BA Hengjing, et al. Research on the mix optimization and shrinkage properties of reactive powder concrete[J]. J. of Wuhan University of Technology,2009,31(2):20-24.

[22] SEDRAN F D L. Optimization of ultra-high- performance concrete by the use of a packing model[J]. Cement & Concrete Research, 1994, 24(6): 997-1009.

[23] CHAN Y W,CHU S H. Effect of silica fume on steel fiber bond characteristics in reactive powder concrete[J]. Cement and Concrete Research,2004,34: 1167-1172.

[24] 施韬, 陈宝春, 施惠生.掺矿渣活性粉末混凝土配制技术的研究[J]. 材料科学与工程学报,2005,23(6): 867-870.

SHI Tao, CHEN Baochun, SHI Huisheng. Research on the proportion of reactive powder concrete with blast-furnaceslag[J]. Journal of Materials Science & Engineering,2005,23(6):867-870.

[25] 谢友均, 刘宝举, 龙广成.掺超细粉煤灰活性粉末混凝土的研究[J]. 建筑材料学报,2001,4(3):280-284.

XIE Youjun, LIU Baoju, LONG Guangcheng. Study on reactive powder concrete with ultra-pulverized fly ash[J].Journal of Building Materials,2001,4(3):280- 284.

[26] 何峰,黄政宇. 硅灰和石英粉对活性粉末混凝土抗压强度贡献的分析[J]. 混凝土,2006(1):39-42.

HE Feng, HUANG Zhengyu. Compressive strength contribution analyses of silica fume and crush quartz in RPC[J]. Concrete,2006(1):39-42.

[27] 王震宇, 王俊亭, 袁杰. 活性粉末混凝土配比试验研究[J].混凝土,2006(6):80-82,85.

WANG Zhenyu, WANG Junting, YUAN Jie. Experimental research on preparation of reactive powder concrete[J]. Concrete, 2006(6): 80-82,85.

[28] 郝利炜. 超高强RPC专用早强型聚羧酸系减水剂的制备[J].新型建筑材料,2013,40(3):26-28,55.

HAO Liwei. Development of a polycarboxylate superplasticizer with early-age strength on reactive powder concrete[J].New Building Materials,2013,40(3):26-28, 55.

[29] LEE M G, WANG Y C, CHIU C T. A preliminary study of reactive powder concrete as a new repair material[J]. Construction & Building Materials, 2007, 21 (1): 182-189.

[30] OLIVITO R S, ZUCCARELLO F A. An experimental study on the tensile strength of steel fiber reinforced concrete[J]. Composites Part B Engineering, 2010, 41 (3): 246-255.

[31] 黄育, 王必斌, 陈万祥, 等.不同钢纤维对RPC性能影响的试验分析[J].解放军理工大学学报(自然科学版),2004,4(2):38-40.

HUANG Yu, WANG Bibin, CHEN Wanxiang, et al. Influence of different steel fiber on the Performance of reactive powder concrete[J].Journal of PLA University of Science and Technology(Natural Science Edition), 2004,4(2):38-40.

[32] 张胜,周锡玲,谢友均,等. 养护制度对活性粉未混凝土强度及微观结构影响的研究[J].混凝土,2007(6): 16-18.

ZHANG Sheng, ZHOU Xiling, XIE Youjun, et al. Study on the effect of curing system on the strength and microstructure of reactive powder concrete[J]. Concrete, 2007(6):16-18.

[33] ZHU Z G, LI B X, LIU J C, et al. Effects of Curing Systems on the Strength and Microstructure of Reactive Powder Concrete with Iron Tailing Sands[J]. Applied Mechanics & Materials, 2014, 548-549: 247- 253.

[34] 江桂华,林东,林永权,等. 养护制度对活性粉末混凝土强度的影响及其机理研究[J]. 广东建材,2010, 26(1):18-21.

JIANG Guihua, LIN Dong, LIN Yongquan, et al. Research on effection of curing conditions on the strength of reactive powder concrete and its mechanism[J]. Guangdong building materials, 2010,26(1): 18-21.

[35] 何峰,黄政宇. 200~300 MPa 活性粉末混凝土(RPC)的配制技术研究[J].混凝土与水泥制品,2000(4):3-7.

HE Feng, HUANG Zhenyu. Research on preparation technology of 200~300 Mpa reactive powder concrete (RPC)[J]. China Concrete and Cement Products, 2000 (4): 3-7.

[36] AHMAD S, ZUBAIR A, MASLEHUDDIN M. Effect of key mixture parameters on flow and mechanical properties of reactive powder concrete[J]. Construction & Building Materials, 2015, 99:73-81.

[37] 吕雪源, 王英, 符程俊, 等. 活性粉末混凝土基本力学性能指标取值[J]. 哈尔滨工业大学学报,2014,46 (10):1-9.

LÜ Xueyuan, WANG Ying, FU Chengjun, et al. Basic mechanical property indexes of reactive powder concrete[J]. Journal of Harbin Institute of Technology, 2014, 46(10):1-9.

相似文献/References:

[1]史庆轩,戎 翀,张 婷.活性粉末混凝土微观层面的研究进展?[J].西安建筑科技大学学报(自然科学版),2015,47(02):155.[doi:10.15986/j.1006-7930.2015.02.001]
　SHI Qingxuan,RONG Chong,ZHANG Ting.Development of micro-level study on reactive powder concrete materials[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2015,47(06):155.[doi:10.15986/j.1006-7930.2015.02.001]
[2]余自若,高 康,安明喆,等.活性粉末混凝土微观结构及其对强度与抗氯离子渗透性能的影响研究[J].西安建筑科技大学学报(自然科学版),2013,45(01):31.[doi:10.15986/j.1006-7930.2013.01.005]
　YU Zi-ruo,GAO Kang,AN Ming-zhe,et al.Influence of micro-structure on the strength and resistance to chloride ion permeability of reactive powder concrete[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2013,45(06):31.[doi:10.15986/j.1006-7930.2013.01.005]
[3]王秋维,王志伟,陶毅,等.配合比及养护制度对活性粉末混凝土强度影响的试验研究[J].西安建筑科技大学学报(自然科学版),2017,49(03):382.[doi:10.15986/j.1006-7930.2017.03.011]
　WANG Qiuwei,WANG Zhiwei,TAO Yi,et al.Experimental research on effect of mix ratioandcuring system on the strength of reactive powder concrete[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2017,49(06):382.[doi:10.15986/j.1006-7930.2017.03.011]

备注/Memo

备注/Memo:
收稿日期：2016-03-01                修改稿日期：2016-11-10

基金项目：国家自然科学基金资助项目(51408478)；陕西省自然科学基础研究计划基金资助项目(2014JQ2-5024，2016JZ015)

作者简介：陶毅(1982－)，男，博士，副教授，主要从事高性能建筑材料研究工作．E-mail:xataoyi@foxmail.com

更新日期/Last Update: 2017-02-04