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Reinforced structure of reinforced concrete structure column and construction method thereof
The invention discloses a reinforced structure of a reinforced concrete structure column and a construction method thereof, and relates to the technical field of building construction. The problems that according to various reinforcing measures of an existing reinforced concrete structure column, a concrete protective layer needs to be poured after the structure is reinforced, so that the construction space requirement is high, the construction period is long, and the construction cost is high are solved. A reinforcing layer and a protective layer are sequentially constructed on the basis of the original reinforced concrete structure column of a building from inside to outside, and the reinforcing layer comprises a plurality of connecting ribs which are vertically arranged at the edges ofthe corners of the reinforced concrete structure column at intervals and fixedly connected with stressed steel bars in the reinforced concrete structure column, and reinforcing ribs which are arrangedat the corners of the reinforced concrete structure column in a full-length manner and fixedly connected with the connecting ribs, so that the connecting ribs, the reinforcing ribs and the reinforcedconcrete structure column jointly form a stress system; and the protective layer is composed of a metal net wrapping the outer side of the reinforcing layer and an epoxy resin mortar surface layer coating the metal net.
本发明的一种钢筋混凝土结构柱的补强结构及其施工方法,涉及建筑施工技术领域。针对现有钢筋混凝土结构柱的各种补强措施需在结构加固后再浇筑混凝土保护层,导致施工空间要求高,施工工期长,且施工成本高的问题。在建筑原有钢筋混凝土结构柱的基础上由内向外依次构建加固层和保护层,加固层包括竖向且间隔设置于钢筋混凝土结构柱的角部边缘,且与钢筋混凝土结构柱内受力钢筋固接的多个连接筋,及通长设置于钢筋混凝土结构柱的角部并与连接筋固接的加强筋,使得连接筋、加强筋与钢筋混凝土结构柱共同构成一受力体系,保护层由包覆于加固层外侧的金属网和涂覆于金属网的环氧树脂砂浆面层构成。
Reinforced structure of reinforced concrete structure column and construction method thereof
The invention discloses a reinforced structure of a reinforced concrete structure column and a construction method thereof, and relates to the technical field of building construction. The problems that according to various reinforcing measures of an existing reinforced concrete structure column, a concrete protective layer needs to be poured after the structure is reinforced, so that the construction space requirement is high, the construction period is long, and the construction cost is high are solved. A reinforcing layer and a protective layer are sequentially constructed on the basis of the original reinforced concrete structure column of a building from inside to outside, and the reinforcing layer comprises a plurality of connecting ribs which are vertically arranged at the edges ofthe corners of the reinforced concrete structure column at intervals and fixedly connected with stressed steel bars in the reinforced concrete structure column, and reinforcing ribs which are arrangedat the corners of the reinforced concrete structure column in a full-length manner and fixedly connected with the connecting ribs, so that the connecting ribs, the reinforcing ribs and the reinforcedconcrete structure column jointly form a stress system; and the protective layer is composed of a metal net wrapping the outer side of the reinforcing layer and an epoxy resin mortar surface layer coating the metal net.
本发明的一种钢筋混凝土结构柱的补强结构及其施工方法,涉及建筑施工技术领域。针对现有钢筋混凝土结构柱的各种补强措施需在结构加固后再浇筑混凝土保护层,导致施工空间要求高,施工工期长,且施工成本高的问题。在建筑原有钢筋混凝土结构柱的基础上由内向外依次构建加固层和保护层,加固层包括竖向且间隔设置于钢筋混凝土结构柱的角部边缘,且与钢筋混凝土结构柱内受力钢筋固接的多个连接筋,及通长设置于钢筋混凝土结构柱的角部并与连接筋固接的加强筋,使得连接筋、加强筋与钢筋混凝土结构柱共同构成一受力体系,保护层由包覆于加固层外侧的金属网和涂覆于金属网的环氧树脂砂浆面层构成。
Reinforced structure of reinforced concrete structure column and construction method thereof
一种钢筋混凝土结构柱的补强结构及其施工方法
LIN XINYU (author) / LIN JIAMING (author) / CAI GUANGFU (author) / HUANG ZHENHAN (author) / CHEN YIQIAN (author)
2021-01-12
Patent
Electronic Resource
Chinese
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