A method for assessing bond performance of cement-based repair materials

被引:95
作者
Qian, Jueshi [1 ]
You, Chao [1 ]
Wang, Qingzhen [1 ]
Wang, Hongtao [2 ]
Jia, Xingwen [1 ]
机构
[1] Chongqing Univ, Coll Mat Sci & Engn, Chongqing 400045, Peoples R China
[2] Logist Engn Univ, Dept Chem & Mat, Chongqing 401311, Peoples R China
关键词
Repair materials; Cement-based; Shrinkage; Assessment; Bond performance; CONCRETE SUBSTRATE; RAPID REPAIR; STRENGTH; COMPOSITES; SHRINKAGE;
D O I
10.1016/j.conbuildmat.2014.06.048
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A test method is proposed to assess bond performance of cement-based repair materials in this paper. A specimen of circular substrate concrete plate with a frustum hole in the center was designed firstly, then the repair material was cast into the hole in a certain height, and lastly, the bond performance was assessed by checking the bond appearance, and testing the permeability and bond strength of the interface. Portland cement (PC), sulphoaluminate cement (SAC) and magnesium phosphate cement (MPC) mortars were used as repair materials to assess the bond performance by means of proposed method and the existing bending method. The results show that for PC and SAC mortars, a lot of thick cracks occurred on the interface due to the high shrinkage, while no crack was found in MPC mortar with lower shrinkage when proposed method used. For PC and SAC mortars, proposed method obtained lower bond strength than the bending method, which did not reflect the shrinkage of repair materials on the interface. It can be concluded that proposed method is suitable for assessing the performance of cement-based materials because it can measure the effect of repair material shrinkage on the bond of interface. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:307 / 313
页数:7
相关论文
共 20 条
[1]   Shear bond testing of concrete repairs [J].
Austin, S ;
Robins, P ;
Pan, YG .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (07) :1067-1076
[2]   Performance properties of concrete repair materials [J].
Cabrera, JG ;
Al-Hasan, AS .
CONSTRUCTION AND BUILDING MATERIALS, 1997, 11 (5-6) :283-290
[3]   Shrinkage reduction of high strength fiber reinforced cementitious composites (HSFRCC) with various water-to-binder ratios [J].
Cheung, Angus K. F. ;
Leung, Christopher K. Y. .
CEMENT & CONCRETE COMPOSITES, 2011, 33 (06) :661-667
[4]   Durable concrete repair - Importance of compatibility and low shrinkage [J].
Decter, MH ;
Keeley, C .
CONSTRUCTION AND BUILDING MATERIALS, 1997, 11 (5-6) :267-273
[5]   Estimation of bond strength envelopes for old-to-new concrete interfaces based on a cylinder splitting test [J].
Espeche, Ariel D. ;
Leon, Javier .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (03) :1222-1235
[6]   Effect of hot-dry curing environment on the intrinsic properties of repair materials [J].
Hassan, KE ;
Robery, PC ;
Al-Alawi, L .
CEMENT & CONCRETE COMPOSITES, 2000, 22 (06) :453-458
[7]   Compatibility of repair mortars with concrete in a hot-dry environment [J].
Hassan, KE ;
Brooks, JJ ;
Al-Alawi, L .
CEMENT & CONCRETE COMPOSITES, 2001, 23 (01) :93-101
[8]   A preliminary study of reactive powder concrete as a new repair material [J].
Lee, Ming-Gin ;
Wang, Yung-Chih ;
Chiu, Chui-Te .
CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (01) :182-189
[9]   REPAIR MATERIAL PROPERTIES WHICH INFLUENCE LONG-TERM PERFORMANCE OF CONCRETE STRUCTURES [J].
MANGAT, PS ;
LIMBACHIYA, MK .
CONSTRUCTION AND BUILDING MATERIALS, 1995, 9 (02) :81-90
[10]   Comparison of methods for evaluating bond strength between concrete substrate and repair materials [J].
Momayez, A ;
Ehsani, MR ;
Ramezanianpour, AA ;
Rajaie, H .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (04) :748-757