Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a large-span single-layer cylindrical building steel structure which comprises a steel structure body, the steel structure body structurally comprises a base, seven sets of positioning cylinders, a center reinforcing bar and auxiliary reinforcing bars, the center reinforcing bar is fixedly inserted into the positioning cylinder located at the circle center of the base, and the auxiliary reinforcing bars are fixedly inserted into the positioning cylinder located at the circle center of the base. The number of the auxiliary reinforcing bars is six, the six sets of auxiliary reinforcing bars are fixedly inserted into the remaining positioning cylinders respectively, the six sets of auxiliary reinforcing bars are annularly arranged and evenly surround the center reinforcing bar, and 6 * a plurality of sets of reinforcing ribs are fixedly installed among the six sets of auxiliary reinforcing bars. The multiple sets of vertically-arranged reinforcing ribs are arranged at equal intervals. According to the building steel structure, the overall strength of the building steel structure can be effectively improved, meanwhile, the combination mode of the straight stand columns, the extension rods and the multiple sets of reinforcing ribs is simple and easy to implement, and when the steel structure is lowered, impact force transmitted to the positions where the reinforcing bars are located can be weakened through the springs.
本发明公开了一种大跨度单层筒状建筑钢结构,包括钢结构主体,所述钢结构主体的构造包括底座、定位筒、中心钢筋条和辅助钢筋条,所述定位筒的数量为七组,所述中心钢筋条固定插接处于底座圆心位置的定位筒内部,所述辅助钢筋条的数量为六组,六组所述辅助钢筋条分别固定插接在剩余定位筒的内部,六组所述辅助钢筋条呈环形布置并均匀环绕在中心钢筋条的周围,六组所述辅助钢筋条之间固定安装有6×若干组加强筋,竖向布置的若干组所述加强筋之间呈等距布置。本发明中,能够有效提高建筑钢结构的整体强度,同时直立柱、延长杆与多组加强筋之间的组合方式较为简易上手,且本钢结构在下放时,能够通过弹簧削弱传递至钢筋条所在处的冲击力。
The invention discloses a large-span single-layer cylindrical building steel structure which comprises a steel structure body, the steel structure body structurally comprises a base, seven sets of positioning cylinders, a center reinforcing bar and auxiliary reinforcing bars, the center reinforcing bar is fixedly inserted into the positioning cylinder located at the circle center of the base, and the auxiliary reinforcing bars are fixedly inserted into the positioning cylinder located at the circle center of the base. The number of the auxiliary reinforcing bars is six, the six sets of auxiliary reinforcing bars are fixedly inserted into the remaining positioning cylinders respectively, the six sets of auxiliary reinforcing bars are annularly arranged and evenly surround the center reinforcing bar, and 6 * a plurality of sets of reinforcing ribs are fixedly installed among the six sets of auxiliary reinforcing bars. The multiple sets of vertically-arranged reinforcing ribs are arranged at equal intervals. According to the building steel structure, the overall strength of the building steel structure can be effectively improved, meanwhile, the combination mode of the straight stand columns, the extension rods and the multiple sets of reinforcing ribs is simple and easy to implement, and when the steel structure is lowered, impact force transmitted to the positions where the reinforcing bars are located can be weakened through the springs.
本发明公开了一种大跨度单层筒状建筑钢结构,包括钢结构主体,所述钢结构主体的构造包括底座、定位筒、中心钢筋条和辅助钢筋条,所述定位筒的数量为七组,所述中心钢筋条固定插接处于底座圆心位置的定位筒内部,所述辅助钢筋条的数量为六组,六组所述辅助钢筋条分别固定插接在剩余定位筒的内部,六组所述辅助钢筋条呈环形布置并均匀环绕在中心钢筋条的周围,六组所述辅助钢筋条之间固定安装有6×若干组加强筋,竖向布置的若干组所述加强筋之间呈等距布置。本发明中,能够有效提高建筑钢结构的整体强度,同时直立柱、延长杆与多组加强筋之间的组合方式较为简易上手,且本钢结构在下放时,能够通过弹簧削弱传递至钢筋条所在处的冲击力。
Large-span single-layer cylindrical building steel structure
一种大跨度单层筒状建筑钢结构
CHEN XU (Autor:in)
21.03.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Large-span ultrahigh single-layer cylindrical building steel structure
Europäisches Patentamt | 2021
|Large-span ultrahigh single-layer cylindrical building steel structure
Europäisches Patentamt | 2022
|Large-span ultrahigh single-layer cylindrical building steel structure inverted construction method
Europäisches Patentamt | 2020
|