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A platform for research: civil engineering, architecture and urbanism
Multi-cavity steel plate concrete composite shear wall and construction method
The invention relates to the technical field of buildings, in particular to a multi-cavity steel plate and concrete combined shear wall which comprises a main body and at least two connecting columns, a plurality of stiffening plates are fixedly arranged in the main body and divide the main body into a plurality of cavities, the connecting columns are installed on the two sides of the main body, and concrete is poured into the main body and the connecting columns. The invention further relates to a construction method of the multi-cavity steel plate concrete composite shear wall. Comprising the following steps: S1, making a main body; performing numerical control cutting on the steel plate according to the actual design size; s2, bolt hole machining; bolt holes are formed in the steel plate according to the design size; s3, accessory machining; fixing studs and clamping grooves on the steel plate according to a drawing; s4, processing an H-shaped stiffening plate; s5, mounting the main body; the manufactured H-shaped stiffening plate is connected with the steel plate on one side through a high-strength bolt; and S6, transporting and using. The problems that a shear wall is relatively complex in structure, poor in adaptability and relatively low in operation flexibility are solved.
本发明涉及建筑技术领域，特别涉及多腔体钢板混凝土组合剪力墙，包括主体和至少两个连接柱，所述主体内部固设有若干加劲板，加劲板将主体分割成若干空腔，所述连接柱安装在主体两侧，所述主体与连接柱内部灌注有混凝土。还涉及多腔体钢板混凝土组合剪力墙施工方法；包括以下步骤：S1:制作主体；将钢板按照实际设计尺寸进行数控切割；S2：螺栓孔加工；根据设计尺寸对钢板进行螺栓孔开孔；S3：配件加工；按照图纸在钢板上固定栓钉和卡槽；S4：加工H字形加劲板；S5：安装主体；H形加劲板制作好通过高强螺栓与一侧的钢板连接；S6：运输、使用。解决了剪力墙结构相对复杂，而且适配性较差，操作灵活性相对不高的问题。
Multi-cavity steel plate concrete composite shear wall and construction method
The invention relates to the technical field of buildings, in particular to a multi-cavity steel plate and concrete combined shear wall which comprises a main body and at least two connecting columns, a plurality of stiffening plates are fixedly arranged in the main body and divide the main body into a plurality of cavities, the connecting columns are installed on the two sides of the main body, and concrete is poured into the main body and the connecting columns. The invention further relates to a construction method of the multi-cavity steel plate concrete composite shear wall. Comprising the following steps: S1, making a main body; performing numerical control cutting on the steel plate according to the actual design size; s2, bolt hole machining; bolt holes are formed in the steel plate according to the design size; s3, accessory machining; fixing studs and clamping grooves on the steel plate according to a drawing; s4, processing an H-shaped stiffening plate; s5, mounting the main body; the manufactured H-shaped stiffening plate is connected with the steel plate on one side through a high-strength bolt; and S6, transporting and using. The problems that a shear wall is relatively complex in structure, poor in adaptability and relatively low in operation flexibility are solved.
本发明涉及建筑技术领域，特别涉及多腔体钢板混凝土组合剪力墙，包括主体和至少两个连接柱，所述主体内部固设有若干加劲板，加劲板将主体分割成若干空腔，所述连接柱安装在主体两侧，所述主体与连接柱内部灌注有混凝土。还涉及多腔体钢板混凝土组合剪力墙施工方法；包括以下步骤：S1:制作主体；将钢板按照实际设计尺寸进行数控切割；S2：螺栓孔加工；根据设计尺寸对钢板进行螺栓孔开孔；S3：配件加工；按照图纸在钢板上固定栓钉和卡槽；S4：加工H字形加劲板；S5：安装主体；H形加劲板制作好通过高强螺栓与一侧的钢板连接；S6：运输、使用。解决了剪力墙结构相对复杂，而且适配性较差，操作灵活性相对不高的问题。
Multi-cavity steel plate concrete composite shear wall and construction method
多腔体钢板混凝土组合剪力墙及施工方法
DU LEIMING (author) / LI HAIWANG (author) / SHI WENLI (author) / ZHANG JIE (author) / SONG XIAYUN (author) / ZHANG PENGHAO (author)
2023-05-12
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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