苏州混凝土水泥制品研究院有限公司

头部文案

发布时间:2020-01-06 00:00:00
全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊(光盘版)全文收录期刊
华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊
超高性能混凝土渗透性的三种电测方法比较
Comparison of Three Electrical Testing Methods for Evaluation of Permeability of Ultra-high Performance Concrete
2020年第12期
超高性能混凝土;渗透性;试验方法
Ultra-high performance concrete; Permeability; Test method
2020年第12期
10.19761/j.1000-4637.2020.12.079.05
王增浩,魏宇桐,路新瀛
清华大学 土木工程系,北京 100084

王增浩,魏宇桐,路新瀛

王增浩,魏宇桐,路新瀛.超高性能混凝土渗透性的三种电测方法比较[J].混凝土与水泥制品,2020(12):79-83.

WANG Z H,WEI Y T,LU X Y.Comparison of Three Electrical Testing Methods for Evaluation of Permeability of Ultra-high Performance Concrete[J].CHINA CONCRETE AND CEMENT PRODUCTS,(12):79-83.

浏览量:
1000
摘   要:利用ASTM C1202法、NT Build 492/RCM法及NEL法对三种市售超高性能混凝土(UHPC)基体预混料的渗透性进行了检测,以分析其适用性。结果表明:ASTM C1202电量法的测试结果均在100 C以下,难以进行更加细致的区分;NT Build 492/RCM电迁移法即使在60 V下通电500 h,试件中的氯离子显色深度也多在2 mm以内,由显色深度读数引起的测试误差较大;NEL饱盐电导率法的测试结果与现有研究结果基本吻合,考虑测试结果的区分度,该法仍是UHPC渗透性检测的首选之法,但其可靠性仍需更多的实践检验;对于无需测试氯离子扩散系数的场合,可直接采用规定测试条件下的试件电导率(或电阻率)来比较材料的渗透性高低。 Abstract: The ASTM C1202, NT Build 492/RCM and NEL test methods were used to compare the permeability of three commercial ultra-high performance concrete(UHPC) matrix premixes, and the applicability of these methods was analyzed. The results show that the ASTM C1202 electric charge method is mostly below 100 C, and it is difficult to make a more detailed distinction. For the NT Build 492/RCM electric migration test method, the chloride penetration depths after 500 h at 60 V are mostly within 2 mm together with large reading errors causing unavoidable fluctuations. The results of the NEL salt saturated conductivity method are basically consistent with the data reported in the literature, and considering the principle and the resolution, the NEL method is currently the preferred method for UHPC permeability evaluation even though its reliability still needs further practical inspections. For those cases the chloride diffusivities unnecessary, the electrical conductivity or resistivity of the UHPC can be directly employed to compare its permeability under the same testing conditions.
英文名 : Comparison of Three Electrical Testing Methods for Evaluation of Permeability of Ultra-high Performance Concrete
刊期 : 2020年第12期
关键词 : 超高性能混凝土;渗透性;试验方法
Key words : Ultra-high performance concrete; Permeability; Test method
刊期 : 2020年第12期
DOI : 10.19761/j.1000-4637.2020.12.079.05
文章编号 :
基金项目 :
作者 : 王增浩,魏宇桐,路新瀛
单位 : 清华大学 土木工程系,北京 100084

王增浩,魏宇桐,路新瀛

王增浩,魏宇桐,路新瀛.超高性能混凝土渗透性的三种电测方法比较[J].混凝土与水泥制品,2020(12):79-83.

WANG Z H,WEI Y T,LU X Y.Comparison of Three Electrical Testing Methods for Evaluation of Permeability of Ultra-high Performance Concrete[J].CHINA CONCRETE AND CEMENT PRODUCTS,(12):79-83.

摘要
参数
结论
参考文献
引用本文

摘   要:利用ASTM C1202法、NT Build 492/RCM法及NEL法对三种市售超高性能混凝土(UHPC)基体预混料的渗透性进行了检测,以分析其适用性。结果表明:ASTM C1202电量法的测试结果均在100 C以下,难以进行更加细致的区分;NT Build 492/RCM电迁移法即使在60 V下通电500 h,试件中的氯离子显色深度也多在2 mm以内,由显色深度读数引起的测试误差较大;NEL饱盐电导率法的测试结果与现有研究结果基本吻合,考虑测试结果的区分度,该法仍是UHPC渗透性检测的首选之法,但其可靠性仍需更多的实践检验;对于无需测试氯离子扩散系数的场合,可直接采用规定测试条件下的试件电导率(或电阻率)来比较材料的渗透性高低。

Abstract: The ASTM C1202, NT Build 492/RCM and NEL test methods were used to compare the permeability of three commercial ultra-high performance concrete(UHPC) matrix premixes, and the applicability of these methods was analyzed. The results show that the ASTM C1202 electric charge method is mostly below 100 C, and it is difficult to make a more detailed distinction. For the NT Build 492/RCM electric migration test method, the chloride penetration depths after 500 h at 60 V are mostly within 2 mm together with large reading errors causing unavoidable fluctuations. The results of the NEL salt saturated conductivity method are basically consistent with the data reported in the literature, and considering the principle and the resolution, the NEL method is currently the preferred method for UHPC permeability evaluation even though its reliability still needs further practical inspections. For those cases the chloride diffusivities unnecessary, the electrical conductivity or resistivity of the UHPC can be directly employed to compare its permeability under the same testing conditions.

扫二维码用手机看
未找到相应参数组,请于后台属性模板中添加

(1)由ASTM C1202电量法得到的UHPC渗透性测试结果通常属于ASTM C1202—2019规定的“可忽略”等级,难以进行更加细致的区分。
(2)根据NT Build 492/RCM电迁移法,在60 V下通电500 h后,UHPC中的氯离子渗入深度通常小于2 mm,显色深度的读数误差不可忽略,测试准确性存疑。
 (3)NEL饱盐电导率法的测试结果与现有研究成果基本吻合,加上测量时间最短,其仍是目前UHPC渗透性快速评价的首选方法。但是,其适用性和可靠性仍需进一步检验。
(4)为了更好地快速评价UHPC的渗透性,建议在改进现有试验方法的同时,还应继续寻找更合适的试验方法。

[1] SCHMIDT M,FEHLING E.Ultra-high-performance concrete: research, development and application in Europe[J].ACI Special publication,2005,228:51-78.
[2] ROUX N,ANDRADE C,SANJUAN M A.Experimental study of durability of reactive powder concretes[J].Journal of Materials in Civil Engineering,1996,8(1):1-6.
[3] RUSSELL H G,GRAYBEAL B A.Ultra-high performance concrete: a state-of-the-art report for the bridge community[R]. USA:Federal Highway Administration,2013.
[4] ABBAS S,NEHDI M L,SALEEM M A.Ultra-high performance concrete: mechanical performance, durability, sustainability and implementation challenges[J].International Journal of Concrete Structures and Materials,2016,10(3):271-295.
[5] HILSDORF H,KROPP J.Performance criteria for concrete durability[M].Florida:CRC Press,1995.
[6] ABDULKAREEM O M,FRAJ A B,BOUASKER M,et al.Mechanical and durability properties of environmentally friendly ultra-high performance concrete (UHPC) [C]//AFGC-ACI-fib-RILEM Int.Symposium on Ultra-High Performance Fibre-Reinforced Concrete.France:Montpellier,2017:21-28.
[7] LI J Q,WU Z M,SHI C J,et al.Durability of ultra-high performance concrete -A review[J].Construction and Building Materials,2020,255:119296.
[8] VINCLER J P,SANCHEZ T,TURGEON V,et al.A modified accelerated chloride migration tests for UHPC and UHPFRC with PVA and steel fibers[J].Cement and Concrete Research, 2019,117:38-44.
[9] FR-AFNOR.Chloride ions migration accelerated test in non-steady-state conditions - Determining the apparent chloride ions diffusion coefficient:XP P18-462 Juin 2012[S].France:FR-AFNOR,2012.
[10] ASTM.Standard test method for electrical indication of concrete′s ability to resist chloride ion penetration:ASTM C1202—2019[S].USA:ASTM,2019.
[11] NORDTEST.Concrete mortar and cement-based repair materials-Chloride migration coefficient from non-steady-state migration experiments:NT Build 492[S].Northern Europe:NORDTEST,1999.
[12] 中华人民共和国住房和城乡建设部.普通混凝土长期性能和耐久性能试验方法标准:GB/T 50082—2009[S].北京:中国建筑工业出版社,2010.
[13]中国建筑材料联合会,中国混凝土与水泥制品协会.超高性能混凝土基本性能与试验方法:T/CBMF 37/T/CCPA7—2018[S].北京:中国建材工业出版社,2018.
[14] ACI.Ultra-high-performance concrete: an emerging technology report:ACI 239R—2018[S].USA:American Concrete Institute,2018.
[15] FR-AFNOR.Concrete -Ultra-high performance fibre-reinforced concrete - Specifications, performance, production and conformity:NF P18-470—2016[S].France:FR-AFNOR,2016.
[16] JSCE.Recommendation for design and construction ultra-high strength fiber reinforced concrete structures-Draft:JSCE 113—2004[S].Japan:JSCE,2004.
[17] ARORA A,AGUAYO M,KIANMOFRAD F,et al.First principles-based design of economical ultra-high performance concrete [C]//University of Leeds.Sixth International Conference on Durability of Concrete Structures(ICDCS 2018).UK:Leeds,2018:877-889.
[18] SONG Q L,YU R,SHUI Z H,et al.Steel fibre content and interconnection induced electrochemical corrosion of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC)[J].Cement and Concrete Composites,2018,94:191-200.
[19] 王子玮.活性粉末混凝土抗氯离子侵蚀渗透性能研究[D]. 北京:北京交通大学,2011.
[20] SPIESZ P R.Durability of concrete with emphasis on chloride migration[D].Eindhoven: Technische Universiteit Eindhoven,2013.
[21] VIVAS E,BOYD A,HAMILTON H R.Permeability of concrete-Comparison of conductivity and diffusion methods[R]. Florida:University of Florida,2007.
[22] DOBIAS D,KOURIL M,NOVAKOVA R,et al.Measurement of chloride permeability in UHPC by accelerated method[J]. Solid State Phenomena,2017,259:80-84.

王增浩,魏宇桐,路新瀛.超高性能混凝土渗透性的三种电测方法比较[J].混凝土与水泥制品,2020(12):79-83.

WANG Z H,WEI Y T,LU X Y.Comparison of Three Electrical Testing Methods for Evaluation of Permeability of Ultra-high Performance Concrete[J].CHINA CONCRETE AND CEMENT PRODUCTS,(12):79-83.

相关文件

暂时没有内容信息显示
请先在网站后台添加数据记录。

关注《混凝土与水泥制品》

总访问量 468,401   网站统计

官方微信公众号关闭
苏州混凝土水泥制品研究院有限公司

关于我们    |    联系我们    |    订购杂志    |    回到顶部

版权所有:中国混凝土与水泥制品网  苏ICP备10086386号   网站建设:中企动力 苏州

版权所有:中国混凝土与水泥制品网

苏ICP备10086386号

网站建设:中企动力 苏州