A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Core tube structure based on double-steel-plate shear wall and construction method thereof
The invention discloses a core tube structure based on a double-steel-plate shear wall and a construction method of the core tube structure. The core tube structure comprises frame columns, the double-steel-plate wall, steel plate wall end columns and steel coupling beams. The tops of every two adjacent vertically-arranged frame columns are connected through a horizontally-arranged steel coupling beam, and the multiple frame columns and the multiple steel coupling beams form a main frame structure according to the design structure of the core tube. The multiple layers of main frame structures are constructed layer by layer from bottom to top to form a core tube structure; the steel plate wall end columns are vertically arranged in the first layer of main frame structure, the steel plate wall end columns are arranged on the edges of the two sides of the door opening in pairs, the steel coupling beams of every two adjacent layers of main frame structures and one pair of steel plate wall end columns form a door opening frame structure, the double steel plate walls are arranged in the main frame structures, and the double steel plate walls are not arranged at the door opening. The invention relates to the technical field of building construction, and can solve the problem that in the prior art, shear wall formwork pouring wastes time and labor.
本发明公开了一种基于双钢板剪力墙的核心筒结构及其施工方法，该核心筒结构包括框架柱、双钢板墙、钢板墙端柱和钢连梁；相邻两根竖向设置的框架柱的顶部之间通过水平设置的钢连梁连接，若干根框架柱与若干根钢连梁根据核心筒的设计结构组成主框架结构；多层主框架结构由下至上逐层施工，形成核心筒结构；钢板墙端柱竖向设置在一层主框架结构内，且钢板墙端柱成对设置在门洞口的两侧边缘处，相邻两层主框架结构的钢连梁与一对钢板墙端柱形成门洞框架结构，双钢板墙设置在主框架结构内，且门洞口处不设置双钢板墙。本发明涉及建筑施工技术领域，能够解决现有技术中剪力墙支模浇筑费时费力的问题。
Core tube structure based on double-steel-plate shear wall and construction method thereof
The invention discloses a core tube structure based on a double-steel-plate shear wall and a construction method of the core tube structure. The core tube structure comprises frame columns, the double-steel-plate wall, steel plate wall end columns and steel coupling beams. The tops of every two adjacent vertically-arranged frame columns are connected through a horizontally-arranged steel coupling beam, and the multiple frame columns and the multiple steel coupling beams form a main frame structure according to the design structure of the core tube. The multiple layers of main frame structures are constructed layer by layer from bottom to top to form a core tube structure; the steel plate wall end columns are vertically arranged in the first layer of main frame structure, the steel plate wall end columns are arranged on the edges of the two sides of the door opening in pairs, the steel coupling beams of every two adjacent layers of main frame structures and one pair of steel plate wall end columns form a door opening frame structure, the double steel plate walls are arranged in the main frame structures, and the double steel plate walls are not arranged at the door opening. The invention relates to the technical field of building construction, and can solve the problem that in the prior art, shear wall formwork pouring wastes time and labor.
本发明公开了一种基于双钢板剪力墙的核心筒结构及其施工方法，该核心筒结构包括框架柱、双钢板墙、钢板墙端柱和钢连梁；相邻两根竖向设置的框架柱的顶部之间通过水平设置的钢连梁连接，若干根框架柱与若干根钢连梁根据核心筒的设计结构组成主框架结构；多层主框架结构由下至上逐层施工，形成核心筒结构；钢板墙端柱竖向设置在一层主框架结构内，且钢板墙端柱成对设置在门洞口的两侧边缘处，相邻两层主框架结构的钢连梁与一对钢板墙端柱形成门洞框架结构，双钢板墙设置在主框架结构内，且门洞口处不设置双钢板墙。本发明涉及建筑施工技术领域，能够解决现有技术中剪力墙支模浇筑费时费力的问题。
Core tube structure based on double-steel-plate shear wall and construction method thereof
基于双钢板剪力墙的核心筒结构及其施工方法
DONG TAO (author) / GUO KANGRUI (author) / SHI WEI (author) / SHI WENJING (author) / LIU QIJUN (author) / YANG FAN (author) / LYU YANG (author) / FANG SHOUJIAN (author) / XU HAIJIAN (author) / LIU SHUAI (author)
2024-06-25
Patent
Electronic Resource
Chinese
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