Test method for de-icing salt-frost scaling in high-performance concrete

被引:1
|
作者
Strand, Martin J. [1 ]
Fridh, Katja [1 ]
机构
[1] Lund Univ, Div Bldg Mat, Lund, Sweden
来源
METHODSX | 2018年 / 5卷
关键词
Test method; High-performance concrete; Durability; De-icing salt-frost scaling; Freeze-thaw cycle;
D O I
10.1016/j.mex.2018.10.007
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This paper describes a de-icing salt-frost scaling test method for analysis of the salt-frost scaling behaviour in high-performance concrete with various binders. The method was therefore designed to result in considerable scaling damage for the concrete considered to be salt-frost resistant. In addition, the experimental set-up was designed to avoid leakage, and to allow testing of a large number of samples. The method was validated by testing concrete with three different binders with a water-binder ratio of 0.40 with 5% air content. Various preconditioning procedures and freeze-thaw cycles were evaluated. The results show that the freeze-thaw cycle chosen results in a large mass of scaling and the salt-frost scaling behaviour agreed with the findings of previous studies. Thus, the method was considered suitable to study the salt-frost scaling behaviour in high-performance concrete. Three distinguishing features of the method are the following: The freeze-thaw cycle result in a large mass of salt-frost scaling to enable study of high-performance concrete. The concrete sample is above the salt solution to prevent leakage. The test surface is submerged 2 mm into the salt solution inside a cup. Freezers with air as the thermal medium are used to allow a large number of samples. (C) 2018 The Author(s). Published by Elsevier B.V.
引用
收藏
页码:1299 / 1310
页数:12
相关论文
共 50 条
  • [1] Mechanisms on the Salt-Frost Scaling of Concrete
    Yuan, Jie
    Lu, Hang
    Yang, Quanbing
    Ling, Jianming
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2017, 29 (03)
  • [2] The influence of high slag dosages in cement on frost and de-icing salt resistance of concrete
    Uzelac, S.
    Trubic, A. Hranilovic
    Sustic, I.
    Wuerth, D.
    [J]. TAILOR MADE CONCRETE STRUCTURES: NEW SOLUTIONS FOR OUR SOCIETY, 2008, : 213 - 213
  • [3] Interpretation of the Result of a Traditional Salt-Frost Scaling Test
    Fagerlund, Goran
    [J]. NORDIC CONCRETE RESEARCH, 2024, 70 (01): : 57 - 75
  • [4] Research on the effect of concentration and type of de-icing salt on concrete salt-scaling
    Li, Qiang
    Zhou, Zhi-yun
    [J]. TRENDS IN BUILDING MATERIALS RESEARCH, PTS 1 AND 2, 2012, 450-451 : 14 - 20
  • [5] De-icing Salt Scaling Resistance of Concrete Containing New Composite Cement
    Ramezanianpour, Ali Akbar
    Nadushan, Mohsen Jafari
    Peydayesh, Mansur
    [J]. NORDIC CONCRETE RESEARCH, 2011, 43 (01): : 167 - 172
  • [6] Influence of the geometry and reinforcement content of specimens on frost de-icing salt resistance of concrete
    Dehn, F.
    Orgass, M.
    Pistol, K.
    [J]. CONCRETE REPAIR, REHABILITATION AND RETROFITTING II, 2009, : 135 - +
  • [7] Freeze-thaw and de-icing salt scaling resistance of concrete incorporating concrete sludge
    Soeda, M
    Yamato, T
    Emoto, Y
    [J]. 2001 SECOND INTERNATIONAL CONFERENCE ON ENGINEERING MATERIALS, VOL II, 2001, : 543 - 552
  • [8] Analysis of De-icing Salt in Concrete Pavement with a new type of Test Technology
    Weise, Frank
    Millar, Steven
    Wilsch, Gerd
    [J]. BETON- UND STAHLBETONBAU, 2018, 113 (09) : 656 - 666
  • [9] Determination of the optimum conditions for de-icing salt scaling resistance of concrete by visual examination and surface scaling
    Sahin, Remzi
    Tasdemir, Mehmet Ali
    Gul, Rustem
    Celik, Cafer
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (03) : 353 - 360
  • [10] STUDY ON WATER PERMEABILITY, FROST DAMAGE AND DE-ICING SALT SCALING OF HYBRID FIBRE REINFORCED CONCRETES
    Zych, Teresa
    [J]. BRITTLE MATRIX COMPOSITES 11, 2015, : 239 - 250