Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated steel reinforcement framework shear wall structure system and construction method
The invention discloses a prefabricated steel reinforcement framework shear wall structure system and a construction method, the prefabricated steel reinforcement framework shear wall structure system comprises a plane combination wall, a first node wall and a second node wall, and the two ends of the first node wall and the two ends of the second node wall are connected with the plane combination wall to form a minimum composition unit in the structure system; in the invention, the structure is unique and novel, the shear wall adopts a staggered joint connection mode from the outer surface of the structure, the stability is better, and the improvement of wind resistance and seismic resistance is facilitated; the steel reinforcement framework arranged in the wall body can resist plane internal and external bending moment, vertical bearing capacity and horizontal shearing force and prevent vertical steel reinforcement from losing stability, so that the stability of the structural system is further improved; meanwhile, on-site wet-type operation is reduced, the construction industrialization degree is improved, the construction progress is accelerated, and the construction period is shortened.
本发明公开了一种预制钢筋骨架剪力墙结构体系及施工方法，包括：平面组合墙、第一节点墙和第二节点墙，所述第一节点墙和第二节点墙两端均与平面组合墙连接形成结构体系中的最小组成单元；本发明中，构造独特新颖，从结构外表面上看，剪力墙采用错缝连接方式，稳定性更好，有利于抗风和抗震性能的提高；墙体内设置的钢筋骨架能够抵抗平面内外弯矩、竖向承载力、抵抗水平剪力以及防止竖向钢筋失稳，进一步提高了结构体系的稳定性；同时减少现场湿式作业，提高施工工业化程度，提升施工进度，缩短工期。
Prefabricated steel reinforcement framework shear wall structure system and construction method
The invention discloses a prefabricated steel reinforcement framework shear wall structure system and a construction method, the prefabricated steel reinforcement framework shear wall structure system comprises a plane combination wall, a first node wall and a second node wall, and the two ends of the first node wall and the two ends of the second node wall are connected with the plane combination wall to form a minimum composition unit in the structure system; in the invention, the structure is unique and novel, the shear wall adopts a staggered joint connection mode from the outer surface of the structure, the stability is better, and the improvement of wind resistance and seismic resistance is facilitated; the steel reinforcement framework arranged in the wall body can resist plane internal and external bending moment, vertical bearing capacity and horizontal shearing force and prevent vertical steel reinforcement from losing stability, so that the stability of the structural system is further improved; meanwhile, on-site wet-type operation is reduced, the construction industrialization degree is improved, the construction progress is accelerated, and the construction period is shortened.
本发明公开了一种预制钢筋骨架剪力墙结构体系及施工方法，包括：平面组合墙、第一节点墙和第二节点墙，所述第一节点墙和第二节点墙两端均与平面组合墙连接形成结构体系中的最小组成单元；本发明中，构造独特新颖，从结构外表面上看，剪力墙采用错缝连接方式，稳定性更好，有利于抗风和抗震性能的提高；墙体内设置的钢筋骨架能够抵抗平面内外弯矩、竖向承载力、抵抗水平剪力以及防止竖向钢筋失稳，进一步提高了结构体系的稳定性；同时减少现场湿式作业，提高施工工业化程度，提升施工进度，缩短工期。
Prefabricated steel reinforcement framework shear wall structure system and construction method
一种预制钢筋骨架剪力墙结构体系及施工方法
ZHENG ZHIYUAN (Autor:in) / LI WENJUN (Autor:in) / SUN KEPING (Autor:in) / HU ZHONGPING (Autor:in) / LU WENDA (Autor:in) / NIE JUN (Autor:in) / WANG XIUJIE (Autor:in) / XU QI (Autor:in)
21.03.2023
Patent
Elektronische Ressource
Chinesisch
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