一种用于带空腔环向转换结构自平衡的施工方法
By embedding pre-installed parts and steel columns in the concrete ring beam, and setting up diagonal braces and vertical supports, a closed structure is formed, which solves the problems of structural deformation and weakening of bearing capacity in traditional construction methods, realizes self-balancing and improves safety during the construction stage, and is suitable for ultra-high mega-transfer structures.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- CHINA CONSTR THIRD ENG BUREAU STEEL STRUCTURE TECH CO LTD
- Filing Date
- 2023-08-22
- Publication Date
- 2026-07-17
AI Technical Summary
Traditional construction methods can easily lead to permanent structural deformation and weakening of load-bearing capacity during the construction phase. They are also complex to construct and have high requirements for the foundation, requiring a large number of support points and thus affecting construction quality and safety.
The method involves embedding pre-installed parts and steel columns in a concrete ring beam, setting up diagonal braces and vertical supports to form a closed structure. The structure's symmetry is used to achieve self-balancing. The temporary support system is mainly responsible for horizontal force transmission and reduces vertical loads. The temporary supports are removed layer by layer.
It achieved a self-balancing state during the construction phase, reduced the investment in construction measures, improved structural safety and construction quality, and met the construction requirements of ultra-high mega-transfer structures.
Smart Images
Figure CN117071911B_ABST