A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Super high-rise special-shaped shear wall structure and construction method thereof
The invention relates to the related technical field of building construction, in particular to a super high-rise special-shaped shear wall structure and a construction method thereof.The super high-rise special-shaped shear wall structure comprises a first-stage shear wall formwork assembly, a second-stage shear wall formwork assembly and an adjustable diagonal brace, the upper end of the first-stage shear wall formwork assembly is obliquely arranged towards the inner side, and the lower end of the second-stage shear wall formwork assembly is obliquely arranged towards the outer side; the first-stage shear wall formwork assembly is formed by combining a vertical steel bar body, a transverse steel bar body, an outer side formwork and an inner side formwork. The super high-rise special-shaped shear wall structure is formed by combining the first-stage shear wall formwork assembly, the second-stage shear wall formwork assembly and the adjustable diagonal braces, and the adjustable diagonal braces are arranged to be formed by combining the first-stage diagonal braces, the second-stage diagonal braces, the adjusting screw rods and the adjusting pieces, so that the adjustable diagonal braces can be adjusted through the adjusting effect of the adjustable diagonal braces; the first-stage shear wall formwork assembly and the second-stage shear wall formwork assembly are supported in an auxiliary mode, and therefore the overall stability of the first-stage shear wall formwork assembly and the overall stability of the second-stage shear wall formwork assembly are effectively guaranteed.
本发明涉及建筑施工相关技术领域，具体为一种超高层异型剪力墙结构及其施工方法，超高层异型剪力墙结构包括一级剪力墙模板组件、二级剪力墙模板组件和可调节式对撑，一级剪力墙模板组件的上端为向内侧倾斜设置，且一级剪力墙模板组件由竖向钢筋体、横向钢筋体、外侧模板和内侧模板组合构成；通过一级剪力墙模板组件、二级剪力墙模板组件和可调节式对撑组合构成的超高层异型剪力墙结构，并通过将可调节式对撑设置成由一级对撑杆、二级对撑杆、调节螺杆和调节件组合构成，从而通过可调节式对撑的调节作用，以对一级剪力墙模板组件、二级剪力墙模板组件起到辅助支撑的作用，从而有效保证一级剪力墙模板组件、二级剪力墙模板组件的整体稳定性。
Super high-rise special-shaped shear wall structure and construction method thereof
The invention relates to the related technical field of building construction, in particular to a super high-rise special-shaped shear wall structure and a construction method thereof.The super high-rise special-shaped shear wall structure comprises a first-stage shear wall formwork assembly, a second-stage shear wall formwork assembly and an adjustable diagonal brace, the upper end of the first-stage shear wall formwork assembly is obliquely arranged towards the inner side, and the lower end of the second-stage shear wall formwork assembly is obliquely arranged towards the outer side; the first-stage shear wall formwork assembly is formed by combining a vertical steel bar body, a transverse steel bar body, an outer side formwork and an inner side formwork. The super high-rise special-shaped shear wall structure is formed by combining the first-stage shear wall formwork assembly, the second-stage shear wall formwork assembly and the adjustable diagonal braces, and the adjustable diagonal braces are arranged to be formed by combining the first-stage diagonal braces, the second-stage diagonal braces, the adjusting screw rods and the adjusting pieces, so that the adjustable diagonal braces can be adjusted through the adjusting effect of the adjustable diagonal braces; the first-stage shear wall formwork assembly and the second-stage shear wall formwork assembly are supported in an auxiliary mode, and therefore the overall stability of the first-stage shear wall formwork assembly and the overall stability of the second-stage shear wall formwork assembly are effectively guaranteed.
本发明涉及建筑施工相关技术领域，具体为一种超高层异型剪力墙结构及其施工方法，超高层异型剪力墙结构包括一级剪力墙模板组件、二级剪力墙模板组件和可调节式对撑，一级剪力墙模板组件的上端为向内侧倾斜设置，且一级剪力墙模板组件由竖向钢筋体、横向钢筋体、外侧模板和内侧模板组合构成；通过一级剪力墙模板组件、二级剪力墙模板组件和可调节式对撑组合构成的超高层异型剪力墙结构，并通过将可调节式对撑设置成由一级对撑杆、二级对撑杆、调节螺杆和调节件组合构成，从而通过可调节式对撑的调节作用，以对一级剪力墙模板组件、二级剪力墙模板组件起到辅助支撑的作用，从而有效保证一级剪力墙模板组件、二级剪力墙模板组件的整体稳定性。
Super high-rise special-shaped shear wall structure and construction method thereof
一种超高层异型剪力墙结构及其施工方法
CHAO ZIRU (author) / ZHANG YE (author) / WANG YONG (author) / LIU WANGQI (author) / WANG YAKUN (author) / LI ZE (author) / YANG QINGFENG (author) / JIA BINGHUI (author) / ZHU LEI (author) / FENG ZEQUAN (author)
2023-07-04
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
/
E04G
SCAFFOLDING
,
Baugerüste
/
G01B
MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS
,
Messen der Länge, der Dicke oder ähnlicher linearer Abmessungen
/
G01C
Messen von Entfernungen, Höhen, Neigungen oder Richtungen
,
MEASURING DISTANCES, LEVELS OR BEARINGS
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