A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Vertical bearing component, bearing capacity calculation method thereof and bearing platform
The invention provides a vertical bearing component, a bearing capacity calculation method thereof and a bearing platform, the vertical bearing component is a combination column and comprises corner structure columns and corrugated plates, the corner structure columns are of cylindrical structures, the number of the corner structure columns is at least three, and the corner structure columns are annularly arranged; a hollow structure used for containing a core structural part is formed in any corner structural column. Each corrugated plate is located between every two adjacent corner structure columns and connected with the corner structure columns, and the two side walls, in the thickness direction, of each corrugated plate are corrugated; the corner structure columns and the corrugated plates are sequentially connected to form the combination column with a cavity. According to the vertical bearing component, the problems that a traditional bearing column is prone to corner stress concentration, prone to tearing and the like can be solved, and good vertical bearing capacity is achieved.
本发明提供了一种竖向承重构件及其承载力计算方法、承重平台，竖向承重构件为组合柱，包括角部结构柱和波形板，所述角部结构柱为圆柱形结构，所述角部结构柱的数量为至少三个并呈环形排布，任意一个所述角部结构柱内均形成用于容纳核心结构件的中空结构；所述波形板位于相邻的两个所述角部结构柱之间并连接所述角部结构柱，所述波形板厚度方向上的两侧壁均为波纹形；所述角部结构柱和所述波形板依次连接并形成具有空腔的所述组合柱。本发明提供的竖向承重构件能改善传统的承重柱容易出现角部应力集中、易撕裂等问题，具有较好的竖向承载力。
Vertical bearing component, bearing capacity calculation method thereof and bearing platform
The invention provides a vertical bearing component, a bearing capacity calculation method thereof and a bearing platform, the vertical bearing component is a combination column and comprises corner structure columns and corrugated plates, the corner structure columns are of cylindrical structures, the number of the corner structure columns is at least three, and the corner structure columns are annularly arranged; a hollow structure used for containing a core structural part is formed in any corner structural column. Each corrugated plate is located between every two adjacent corner structure columns and connected with the corner structure columns, and the two side walls, in the thickness direction, of each corrugated plate are corrugated; the corner structure columns and the corrugated plates are sequentially connected to form the combination column with a cavity. According to the vertical bearing component, the problems that a traditional bearing column is prone to corner stress concentration, prone to tearing and the like can be solved, and good vertical bearing capacity is achieved.
本发明提供了一种竖向承重构件及其承载力计算方法、承重平台，竖向承重构件为组合柱，包括角部结构柱和波形板，所述角部结构柱为圆柱形结构，所述角部结构柱的数量为至少三个并呈环形排布，任意一个所述角部结构柱内均形成用于容纳核心结构件的中空结构；所述波形板位于相邻的两个所述角部结构柱之间并连接所述角部结构柱，所述波形板厚度方向上的两侧壁均为波纹形；所述角部结构柱和所述波形板依次连接并形成具有空腔的所述组合柱。本发明提供的竖向承重构件能改善传统的承重柱容易出现角部应力集中、易撕裂等问题，具有较好的竖向承载力。
Vertical bearing component, bearing capacity calculation method thereof and bearing platform
竖向承重构件及其承载力计算方法、承重平台
WANG JIANTAO (author) / YANG KAILIN (author)
2024-03-01
Patent
Electronic Resource
Chinese
Vertical bearing capacity checking calculation method for low-pile bearing platform foundation
| European Patent Office | 2020
Double-bearing-platform vertical component system capable of adjusting vertical deformation
| European Patent Office | 2024
| European Patent Office | 2021
Vertical bearing capacity for ring footings
| Online Contents | 2008
Calculation of bearing capacity of soils
| Engineering Index Backfile | 1952