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Reinforced concrete member reinforcement method and reinforced concrete reinforcement structure
The invention provides a reinforced concrete member reinforcement method and a reinforced concrete reinforcement structure. The method comprises opening at least one groove in at least one side of a region to be reinforced of a reinforced concrete member, laying at least one carbon fiber batten with a plurality of holes in the grooves, and fixing the carbon fiber battens in the grooves through adhesives. The reinforced concrete reinforcement structure comprises a reinforced concrete member and a plurality of carbon fiber battens. At least one groove is formed in the at least one side of the region to be reinforced of the reinforced concrete member, and at least one carbon fiber batten with the plurality of the holes is laid in the grooves and is bonded and fixed in the grooves through adhesives. By means of the method and the structure, the adhesives are allowed to pass through the holes in the carbon fiber battens to bond and fix the carbon fiber battens in the grooves, and accordingly, the carbon fiber batten and groove bonding intensity is enhanced, and the ratio of slippage of the carbon fiber batten and groove bonding interfaces is reduced.
Reinforced concrete member reinforcement method and reinforced concrete reinforcement structure
The invention provides a reinforced concrete member reinforcement method and a reinforced concrete reinforcement structure. The method comprises opening at least one groove in at least one side of a region to be reinforced of a reinforced concrete member, laying at least one carbon fiber batten with a plurality of holes in the grooves, and fixing the carbon fiber battens in the grooves through adhesives. The reinforced concrete reinforcement structure comprises a reinforced concrete member and a plurality of carbon fiber battens. At least one groove is formed in the at least one side of the region to be reinforced of the reinforced concrete member, and at least one carbon fiber batten with the plurality of the holes is laid in the grooves and is bonded and fixed in the grooves through adhesives. By means of the method and the structure, the adhesives are allowed to pass through the holes in the carbon fiber battens to bond and fix the carbon fiber battens in the grooves, and accordingly, the carbon fiber batten and groove bonding intensity is enhanced, and the ratio of slippage of the carbon fiber batten and groove bonding interfaces is reduced.
Reinforced concrete member reinforcement method and reinforced concrete reinforcement structure
YU JIANGTAO (Autor:in) / QIU SHUANG (Autor:in) / LI ANG (Autor:in) / YI ZHENGXIANG (Autor:in) / LIANG HUANGBIN (Autor:in)
09.09.2015
Patent
Elektronische Ressource
Englisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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