Investigation of Expansive Additive on Properties of Repair Mortars

被引:0
作者
Skominas, R. [1 ]
Gurskis, V. [1 ]
Ramukevicius, D. [1 ]
机构
[1] Lithuanian Univ Agr, LT-53361 Akademija, Lithuania
来源
MECHANIKA 2010: PROCEEDINGS OF THE 15TH INTERNATIONAL CONFERENCE | 2010年
关键词
concrete; repair; expansive additive; bond strength; frost resistance; CONCRETE; DURABILITY; PERFORMANCE; SILICA;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
When building hydraulic structures in Lithuania, reinforced concrete (which is already 30-50 years old) was used for the construction of main structures. Presently, the technical maintenance and running repairs of CC2 and CC3 consequence class hydraulic structures are carried out periodically; however, the majority of the CC1 consequence class structures are derelict. In order to stop the further deterioration of reinforced concrete structures, the repair is necessary to be carried out. When repairing reinforced concrete constructions, it is very important that the old concrete and new repair materials should bond well and form monolithic construction. Evaluating repair mortars were determined the influence of concrete surface roughness and expansive additive to the bond and to the frost resistance of repair. The result show that mortars with expansive additive had created stronger adhesive relation with concrete. The bond strength of the samples increased approx. by 25%.
引用
收藏
页码:420 / 425
页数:6
相关论文
共 29 条
[1]  
[Anonymous], 1239032001 EN
[2]  
[Anonymous], ACI MAT J
[3]  
[Anonymous], 1239072000 EN
[4]  
[Anonymous], 130572002 EN
[5]  
[Anonymous], 150432005 EN
[6]   SBR latex modified mortar rheology and mechanical behaviour [J].
Barluenga, G ;
Hernández-Olivares, F .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (03) :527-535
[7]  
Bastien J, 1997, ACI MATER J, V94, P291
[8]   Bond characterization between concrete substrate and repairing SFRC using pull-off testing [J].
Bonaldo, E ;
Barros, JAO ;
Lourenço, PB .
INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 2005, 25 (06) :463-474
[9]   Freeze-thaw durability of concrete: Ice formation process in pores [J].
Cai, H ;
Liu, X .
CEMENT AND CONCRETE RESEARCH, 1998, 28 (09) :1281-1287
[10]   Damage evolution during freeze-thaw cycling of cement mortar, studied by electrical resistivity measurement [J].
Cao, JY ;
Chung, DDL .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (10) :1657-1661