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Reinforced concrete short-limb shear wall-reinforced masonry combined structure and construction method thereof
The invention discloses a reinforced concrete short-limb shear wall-reinforced masonry combined structure. The structure comprises a plurality of wall bodies, wherein each wall body is composed of a reinforced masonry wall and two reinforced concrete short-limb shear walls, the reinforced masonry walls are solid walls or walls with holes, the two reinforced concrete short-limb shear walls are arranged on the two sides of the corresponding reinforced masonry walls correspondingly, the two reinforced concrete short-limb shear walls are correspondingly connected with the two sides of the corresponding reinforced masonry walls, a floor slab or a roof is arranged at the top of the wall bodies, the two adjacent reinforced concrete short-limb shear walls of the two vertically connected wall bodies are integrally poured, and the cross section after pouring is T-shaped, cross-shaped or L-shaped. The structure is simple and easy to understand, low in cost and convenient to construct, the rigidity and damping of the structure can be adjusted according to the size and number of the short-limb shear walls in design, the application range is wide, the practicability is high, the structure is particularly suitable for house buildings in earthquake fortification areas, and the earthquake resistance, safety performance and heat preservation performance of residential buildings, public buildingsand the like can be effectively improved.
钢筋混凝土短肢剪力墙—配筋砌体组合结构,包括若干面墙体,每面墙体均由一面配筋砌体墙和两面钢筋混凝土短肢剪力墙组成,配筋砌体墙为实体墙或开洞墙,两面钢筋混凝土短肢剪力墙分别设置在配筋砌体墙的两侧,两面钢筋混凝土短肢剪力墙分别与配筋砌体墙的两侧连接,墙体顶部设有楼板或屋盖,垂直连接的两面墙体相邻的两面钢筋混凝土短肢剪力墙采用一体浇筑而成,浇筑后的横截面呈T型、十字型或L型。本发明结构简单易懂,成本低、施工方便,在设计中可根据短肢剪力墙的尺寸以及数量调整结构的刚度、阻尼,适应范围广、实用性较高,尤其适合于抗震设防区域的房屋建筑,可有效提高住宅建筑、公共建筑等的抗震性能、安全性能、保温性能。
Reinforced concrete short-limb shear wall-reinforced masonry combined structure and construction method thereof
The invention discloses a reinforced concrete short-limb shear wall-reinforced masonry combined structure. The structure comprises a plurality of wall bodies, wherein each wall body is composed of a reinforced masonry wall and two reinforced concrete short-limb shear walls, the reinforced masonry walls are solid walls or walls with holes, the two reinforced concrete short-limb shear walls are arranged on the two sides of the corresponding reinforced masonry walls correspondingly, the two reinforced concrete short-limb shear walls are correspondingly connected with the two sides of the corresponding reinforced masonry walls, a floor slab or a roof is arranged at the top of the wall bodies, the two adjacent reinforced concrete short-limb shear walls of the two vertically connected wall bodies are integrally poured, and the cross section after pouring is T-shaped, cross-shaped or L-shaped. The structure is simple and easy to understand, low in cost and convenient to construct, the rigidity and damping of the structure can be adjusted according to the size and number of the short-limb shear walls in design, the application range is wide, the practicability is high, the structure is particularly suitable for house buildings in earthquake fortification areas, and the earthquake resistance, safety performance and heat preservation performance of residential buildings, public buildingsand the like can be effectively improved.
钢筋混凝土短肢剪力墙—配筋砌体组合结构,包括若干面墙体,每面墙体均由一面配筋砌体墙和两面钢筋混凝土短肢剪力墙组成,配筋砌体墙为实体墙或开洞墙,两面钢筋混凝土短肢剪力墙分别设置在配筋砌体墙的两侧,两面钢筋混凝土短肢剪力墙分别与配筋砌体墙的两侧连接,墙体顶部设有楼板或屋盖,垂直连接的两面墙体相邻的两面钢筋混凝土短肢剪力墙采用一体浇筑而成,浇筑后的横截面呈T型、十字型或L型。本发明结构简单易懂,成本低、施工方便,在设计中可根据短肢剪力墙的尺寸以及数量调整结构的刚度、阻尼,适应范围广、实用性较高,尤其适合于抗震设防区域的房屋建筑,可有效提高住宅建筑、公共建筑等的抗震性能、安全性能、保温性能。
Reinforced concrete short-limb shear wall-reinforced masonry combined structure and construction method thereof
钢筋混凝土短肢剪力墙—配筋砌体组合结构及其施工方法
CHEN GONGLIAN (Autor:in) / FANG SIQI (Autor:in) / LI FENGLAN (Autor:in) / GAO YUJIA (Autor:in) / JING HONGHONG (Autor:in) / LIU SHIMING (Autor:in) / CHEN ZHEN (Autor:in) / ZHAO SHUNBO (Autor:in)
30.10.2020
Patent
Elektronische Ressource
Chinesisch
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