A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Continuous beam No.0 block oblique crossing orthogonality system and construction method of continuous beam No.0 block oblique crossing orthogonality system
The invention discloses a continuous beam No.0 block oblique crossing orthogonality system and a construction method thereof.The system comprises a pile foundation, a bearing platform, a pier column, a temporary consolidation, a formwork structure, a formwork structure and a No.0 block, the pile foundation, the bearing platform, the pier column and the No.0 block are sequentially arranged from bottom to top, the formwork structure is used for pouring the No.0 block, and the temporary consolidation and the formwork structure are both arranged on the bearing platform; the top of the temporary consolidation is connected with the No.0 block in an anchoring mode, the formwork structure abuts against the formwork structure, the center line of the pile foundation, the center line of the bearing platform, the center line of the temporary consolidation, the center line of the formwork structure and the center line of the No.0 block are in the same direction, and a skew angle is arranged between the pier column and the No.0 block. The center line of the pile foundation, the center line of the bearing platform and the center line of the No.0 block are arranged to be consistent, the condition of temporary consolidation oblique orthogonality of the No.0 block is met, the engineering calculation amount is reduced, construction is simplified, the size of the top face of the bearing platform is increased, an installation foundation is provided for oblique orthogonality of a formwork structure and temporary consolidation, the construction procedures are reduced, and the construction cost is reduced.
本发明公开了一种连续梁0号块斜交正做体系及其施工方法，体系包括桩基、承台、墩柱、临时固结、模架结构、模板结构和0号块，桩基、承台、墩柱和0号块自下而上依次设置，模板结构用于0号块的浇筑，临时固结和模架结构均设置在承台上，临时固结顶部与0号块锚固连接，模架结构与模板结构抵接，桩基中心线、承台中心线、临时固结中心线、模架结构中心线与0号块中心线方向相同，墩柱与0号块之间设置斜交角。本发明将桩基中心线、承台中心线与0号块的中心线设置成一致，满足了0号块临时固结斜交正做的条件，降低工程计算量，简化施工，加大承台顶面尺寸，为模架结构和临时固结的斜交正做提供安装基础，减少施工工序，降低施工成本。
Continuous beam No.0 block oblique crossing orthogonality system and construction method of continuous beam No.0 block oblique crossing orthogonality system
The invention discloses a continuous beam No.0 block oblique crossing orthogonality system and a construction method thereof.The system comprises a pile foundation, a bearing platform, a pier column, a temporary consolidation, a formwork structure, a formwork structure and a No.0 block, the pile foundation, the bearing platform, the pier column and the No.0 block are sequentially arranged from bottom to top, the formwork structure is used for pouring the No.0 block, and the temporary consolidation and the formwork structure are both arranged on the bearing platform; the top of the temporary consolidation is connected with the No.0 block in an anchoring mode, the formwork structure abuts against the formwork structure, the center line of the pile foundation, the center line of the bearing platform, the center line of the temporary consolidation, the center line of the formwork structure and the center line of the No.0 block are in the same direction, and a skew angle is arranged between the pier column and the No.0 block. The center line of the pile foundation, the center line of the bearing platform and the center line of the No.0 block are arranged to be consistent, the condition of temporary consolidation oblique orthogonality of the No.0 block is met, the engineering calculation amount is reduced, construction is simplified, the size of the top face of the bearing platform is increased, an installation foundation is provided for oblique orthogonality of a formwork structure and temporary consolidation, the construction procedures are reduced, and the construction cost is reduced.
本发明公开了一种连续梁0号块斜交正做体系及其施工方法，体系包括桩基、承台、墩柱、临时固结、模架结构、模板结构和0号块，桩基、承台、墩柱和0号块自下而上依次设置，模板结构用于0号块的浇筑，临时固结和模架结构均设置在承台上，临时固结顶部与0号块锚固连接，模架结构与模板结构抵接，桩基中心线、承台中心线、临时固结中心线、模架结构中心线与0号块中心线方向相同，墩柱与0号块之间设置斜交角。本发明将桩基中心线、承台中心线与0号块的中心线设置成一致，满足了0号块临时固结斜交正做的条件，降低工程计算量，简化施工，加大承台顶面尺寸，为模架结构和临时固结的斜交正做提供安装基础，减少施工工序，降低施工成本。
Continuous beam No.0 block oblique crossing orthogonality system and construction method of continuous beam No.0 block oblique crossing orthogonality system
一种连续梁0号块斜交正做体系及其施工方法
DUAN JIANGLONG (author) / CHANG LITAO (author) / ZHU ZHUOKUI (author) / HUANG XU (author) / FENG JIE (author) / LI GUOCAI (author) / LI ZHOU (author) / WANG WEI (author) / WANG KE (author) / LIN XIACAI (author)
2022-09-20
Patent
Electronic Resource
Chinese
Oblique crossing beam structure and building applying oblique crossing beam structure
| European Patent Office | 2021
Oblique crossing concrete beam-column joint structure and construction method thereof
| European Patent Office | 2024
| European Patent Office | 2024
Oblique crossing jacking construction method for continuous porous ultra-low frame bridge
| European Patent Office | 2023