Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Large space assembly type building structure
The invention belongs to the technical field of assembly type buildings, and particularly relates to a large space assembly type building structure which comprises column structures arranged in an arrayed mode and steel frame structures connected between the column structures, a bearing main beam is formed, at least four sets of force guiding structures are arranged, and the force guiding structures are connected between the two steel frame structures in a wound mode. And when the column structures are arranged in three groups, the middle column structure is mainly used to form a tension structure which is pulled towards two sides. According to the invention, the beam columns at the upper end and the lower end still have a stable clamping function on the fractured steel plate body, compared with an external fixing mode, the steel truss has higher safety and remedial property, secondary damage after the truss is fractured is reduced, and two adjacent steel trusses have higher connectivity, so that the service life of the steel truss is prolonged. The whole force guiding system is formed by the column structure, the steel frame structure and the force guiding structure, main tension is dispersed to the bottom truss, the effect of load force dispersion is achieved, the steel frame structure can be higher in stability, and the problem of sinking caused by uneven pressure of the steel truss can be solved.
本发明属于装配式建筑技术领域，具体涉及一种大型空间装配式建筑结构，包括排列设置的柱体结构，连接于柱体结构之间的钢架结构，构成承重主梁，设置至少四组的导力结构，导力结构绕接在两个钢架结构之间，当柱体结构以三组排列设置时，以中部柱体结构为主，形成向两侧牵拉的张力结构。本发明能够使得上下两端的梁柱对断裂钢板本体依然具有稳固的夹持功能，与外固定的方式相比，更具安全性与补救性，减少桁架断裂后的次生伤害发生，并且可使相邻的两个钢桁架之间更具连接性，柱体结构、钢架结构与导力结构形成整个导力系统，将主张力分散至底桁架上，具有载力分散的效果，使钢架结构能够更强的稳定性，有助于解决钢桁架压力不均而导致下沉的问题。
Large space assembly type building structure
The invention belongs to the technical field of assembly type buildings, and particularly relates to a large space assembly type building structure which comprises column structures arranged in an arrayed mode and steel frame structures connected between the column structures, a bearing main beam is formed, at least four sets of force guiding structures are arranged, and the force guiding structures are connected between the two steel frame structures in a wound mode. And when the column structures are arranged in three groups, the middle column structure is mainly used to form a tension structure which is pulled towards two sides. According to the invention, the beam columns at the upper end and the lower end still have a stable clamping function on the fractured steel plate body, compared with an external fixing mode, the steel truss has higher safety and remedial property, secondary damage after the truss is fractured is reduced, and two adjacent steel trusses have higher connectivity, so that the service life of the steel truss is prolonged. The whole force guiding system is formed by the column structure, the steel frame structure and the force guiding structure, main tension is dispersed to the bottom truss, the effect of load force dispersion is achieved, the steel frame structure can be higher in stability, and the problem of sinking caused by uneven pressure of the steel truss can be solved.
本发明属于装配式建筑技术领域，具体涉及一种大型空间装配式建筑结构，包括排列设置的柱体结构，连接于柱体结构之间的钢架结构，构成承重主梁，设置至少四组的导力结构，导力结构绕接在两个钢架结构之间，当柱体结构以三组排列设置时，以中部柱体结构为主，形成向两侧牵拉的张力结构。本发明能够使得上下两端的梁柱对断裂钢板本体依然具有稳固的夹持功能，与外固定的方式相比，更具安全性与补救性，减少桁架断裂后的次生伤害发生，并且可使相邻的两个钢桁架之间更具连接性，柱体结构、钢架结构与导力结构形成整个导力系统，将主张力分散至底桁架上，具有载力分散的效果，使钢架结构能够更强的稳定性，有助于解决钢桁架压力不均而导致下沉的问题。
Large space assembly type building structure
一种大型空间装配式建筑结构
LIU FENGJUN (Autor:in) / WANG LUHUA (Autor:in) / ZHONG LIANQUN (Autor:in) / ZHUANG ZHANNUO (Autor:in) / ZHUANG SHENGQIANG (Autor:in)
23.12.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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