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A platform for research: civil engineering, architecture and urbanism
Masonry structure buttress reinforced by reinforced concrete layer and construction method of masonry structure buttress reinforced by reinforced concrete layer
The invention relates to a masonry structure buttress reinforced by a reinforced concrete layer and a construction method of the masonry structure buttress. The masonry structure buttress comprises an original masonry wall, an original buttress, a vertical steel bar, an open stirrup, a closed stirrup, a tie bar and a stirrup. The vertical steel bars are respectively arranged in the buttress concrete surface layer and the wall surface concrete surface layer; the vertical steel bars in the wall surface concrete surface layer are bound and fixed through the tie bars and the stirrups; the vertical steel bars in the buttress concrete surface layer are bound and fixed through the open stirrups or the closed stirrups; after all the steel bars are bound and fixed, concrete is poured into the supporting formwork; the method has the most remarkable advantages that the masonry structure buttress is reinforced through the reinforced concrete layer, the overall anti-seismic capacity of an original structure can be improved, the new structure and the old structure jointly bear the earthquake effect, and therefore the toughness of a house is enhanced, and structural collapse is prevented.
本发明涉及砌体结构扶壁柱采用钢筋混凝土层加固及其施工方法，包括原砌体墙、原扶壁柱、竖向钢筋、开口箍筋、闭口箍筋、拉结筋、箍筋；所述的竖向钢筋分别布置在扶壁柱混凝土面层和墙面混凝土面层内；所述的墙面混凝土面层内的竖向钢筋通过拉结筋和箍筋进行绑扎固定；所述的扶壁柱混凝土面层内的竖向钢筋通过开口箍筋或闭口箍筋进行绑扎固定；所有的钢筋全部绑扎固定后，支护模板灌注混凝土；本发明最显著的优势在于采用钢筋混凝土层加固砌体结构扶壁柱，可以提高原结构的整体抗震能力，使新旧结构共同承担地震作用，从而增强房屋的韧性，防止结构倒塌。
Masonry structure buttress reinforced by reinforced concrete layer and construction method of masonry structure buttress reinforced by reinforced concrete layer
The invention relates to a masonry structure buttress reinforced by a reinforced concrete layer and a construction method of the masonry structure buttress. The masonry structure buttress comprises an original masonry wall, an original buttress, a vertical steel bar, an open stirrup, a closed stirrup, a tie bar and a stirrup. The vertical steel bars are respectively arranged in the buttress concrete surface layer and the wall surface concrete surface layer; the vertical steel bars in the wall surface concrete surface layer are bound and fixed through the tie bars and the stirrups; the vertical steel bars in the buttress concrete surface layer are bound and fixed through the open stirrups or the closed stirrups; after all the steel bars are bound and fixed, concrete is poured into the supporting formwork; the method has the most remarkable advantages that the masonry structure buttress is reinforced through the reinforced concrete layer, the overall anti-seismic capacity of an original structure can be improved, the new structure and the old structure jointly bear the earthquake effect, and therefore the toughness of a house is enhanced, and structural collapse is prevented.
本发明涉及砌体结构扶壁柱采用钢筋混凝土层加固及其施工方法，包括原砌体墙、原扶壁柱、竖向钢筋、开口箍筋、闭口箍筋、拉结筋、箍筋；所述的竖向钢筋分别布置在扶壁柱混凝土面层和墙面混凝土面层内；所述的墙面混凝土面层内的竖向钢筋通过拉结筋和箍筋进行绑扎固定；所述的扶壁柱混凝土面层内的竖向钢筋通过开口箍筋或闭口箍筋进行绑扎固定；所有的钢筋全部绑扎固定后，支护模板灌注混凝土；本发明最显著的优势在于采用钢筋混凝土层加固砌体结构扶壁柱，可以提高原结构的整体抗震能力，使新旧结构共同承担地震作用，从而增强房屋的韧性，防止结构倒塌。
Masonry structure buttress reinforced by reinforced concrete layer and construction method of masonry structure buttress reinforced by reinforced concrete layer
砌体结构扶壁柱采用钢筋混凝土层加固及其施工方法
DONG YOU (author) / JU SHUSEN (author) / ZHU SHENGYI (author)
2024-11-22
Patent
Electronic Resource
Chinese
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