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Method for improving concrete shock strength through concrete structure base layer repairing technology
The invention discloses a method for improving concrete shock strength through a concrete structure base layer repairing technology and belongs to the technical field of concrete structure reinforcing. Polyacrylonitrile short fibers and nanometer calcium metasilicate powder modified epoxide resin adhesives are used, through a concrete grooving modified adhesive filling method, the surface of a concrete structure is repaired, and the effect that concrete structure impact resistance intensity is improved is achieved. The process is simple and easy to operate, the anti-impact performance of the concrete structure is obviously improved, reinforcing effect is good, stability is good, and good application prospect is achieved.
Method for improving concrete shock strength through concrete structure base layer repairing technology
The invention discloses a method for improving concrete shock strength through a concrete structure base layer repairing technology and belongs to the technical field of concrete structure reinforcing. Polyacrylonitrile short fibers and nanometer calcium metasilicate powder modified epoxide resin adhesives are used, through a concrete grooving modified adhesive filling method, the surface of a concrete structure is repaired, and the effect that concrete structure impact resistance intensity is improved is achieved. The process is simple and easy to operate, the anti-impact performance of the concrete structure is obviously improved, reinforcing effect is good, stability is good, and good application prospect is achieved.
Method for improving concrete shock strength through concrete structure base layer repairing technology
LI YUE (author) / LIU XIONGFEI (author) / BAI WEILIANG (author) / WU MIAOKE (author) / LI HONG (author)
2015-05-06
Patent
Electronic Resource
English
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