A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Kilometer-level super high-rise tower
The invention relates to a kilometer-level super high-rise tower, belongs to the technical field of building structure design, and solves the technical problems that in the prior art, the defects that the structural lateral rigidity of a super high-rise tower building is insufficient and a building foundation cannot meet the bearing capacity requirement cannot be overcome. The kilometer-level super high-rise tower comprises a central high tower and a tower footing, the central high tower comprises a tower building area and a mast area; the tower area is provided with a vertical supporting unit, a horizontal supporting unit and a vertical face supporting unit. The vertical supporting units are connected with the horizontal supporting units to form a giant lattice structure of the tower area; the facade supporting unit is spirally wound and connected to the giant lattice structure of the tower area; the tower footing comprises a tower footing building foundation and a tower footing building group, the tower footing building foundation comprises an annular raft plate, and a tower footing truss is arranged at the top of the tower footing building group; and the central high tower is arranged on the tower footing truss. The kilometer-level super high-rise tower is ultrahigh in tower body, reasonable in partition, high in space utilization rate, firm in foundation and convenient to construct.
本发明涉及一种千米级超高层塔楼，属于建筑结构设计技术领域，解决了现有技术无法克服超高层塔体建筑的结构侧向刚度不足、建筑基础无法满足承载力要求的技术问题。本发明的千米级超高层塔楼包括中央高塔和塔基；中央高塔包括塔楼区和桅杆区；塔楼区设置有竖向支撑单元、水平支撑单元和立面支撑单元；竖向支撑单元连接水平支撑单元形成塔楼区巨型格构结构；立面支撑单元螺旋盘绕连接在塔楼区巨型格构结构上；塔基包括塔基建筑基础和塔基建筑群，塔基建筑基础包括环状筏板，塔基建筑群顶部设置有塔基桁架；中央高塔设置在塔基桁架上。本发明千米级超高层塔楼塔身超高、分区合理、空间利用率高、基础牢靠，便于施工。
Kilometer-level super high-rise tower
The invention relates to a kilometer-level super high-rise tower, belongs to the technical field of building structure design, and solves the technical problems that in the prior art, the defects that the structural lateral rigidity of a super high-rise tower building is insufficient and a building foundation cannot meet the bearing capacity requirement cannot be overcome. The kilometer-level super high-rise tower comprises a central high tower and a tower footing, the central high tower comprises a tower building area and a mast area; the tower area is provided with a vertical supporting unit, a horizontal supporting unit and a vertical face supporting unit. The vertical supporting units are connected with the horizontal supporting units to form a giant lattice structure of the tower area; the facade supporting unit is spirally wound and connected to the giant lattice structure of the tower area; the tower footing comprises a tower footing building foundation and a tower footing building group, the tower footing building foundation comprises an annular raft plate, and a tower footing truss is arranged at the top of the tower footing building group; and the central high tower is arranged on the tower footing truss. The kilometer-level super high-rise tower is ultrahigh in tower body, reasonable in partition, high in space utilization rate, firm in foundation and convenient to construct.
本发明涉及一种千米级超高层塔楼，属于建筑结构设计技术领域，解决了现有技术无法克服超高层塔体建筑的结构侧向刚度不足、建筑基础无法满足承载力要求的技术问题。本发明的千米级超高层塔楼包括中央高塔和塔基；中央高塔包括塔楼区和桅杆区；塔楼区设置有竖向支撑单元、水平支撑单元和立面支撑单元；竖向支撑单元连接水平支撑单元形成塔楼区巨型格构结构；立面支撑单元螺旋盘绕连接在塔楼区巨型格构结构上；塔基包括塔基建筑基础和塔基建筑群，塔基建筑基础包括环状筏板，塔基建筑群顶部设置有塔基桁架；中央高塔设置在塔基桁架上。本发明千米级超高层塔楼塔身超高、分区合理、空间利用率高、基础牢靠，便于施工。
Kilometer-level super high-rise tower
一种千米级超高层塔楼
YANG KAI (author) / NORISHIGE (author) / LIU TAO (author) / YANG SU (author) / ZHANG YU (author) / HAN WENKAI (author) / CHAI HUIJUAN (author)
2022-12-30
Patent
Electronic Resource
Chinese
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