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Fabricated combined frame structure system and construction method thereof
The invention relates to an assembly type combined frame structure system and a construction method thereof, and the assembly type combined frame structure system is characterized by comprising prefabricated steel beams and prefabricated concrete filled steel tubular columns, the prefabricated steel beam between two adjacent prefabricated concrete filled steel tubular columns is divided into three sections, namely a middle beam in the middle and boundary beams at the two ends; the edge beams at the two ends are directly welded to the prefabricated concrete-filled steel tubular column, and the middle beam and the prefabricated short beams at the two end sections are connected through wavy connecting pieces. The prefabricated concrete filled steel tubular column is formed by splicing an upper column component and a lower column component, and a tenon is arranged at the bottom of the upper column component and directly inserted into a groove in the top of the lower column component. All the components are prefabricated in a factory, on-site wet operation and welding work are greatly reduced, and the energy-dissipating and energy-dissipating type steel-concrete composite wall has the advantages of being good in machining quality, high in bearing capacity, high in energy-dissipating capacity, convenient to construct and low in construction cost.
本发明涉及一种装配式组合框架结构体系及其施工方法,装配式组合框架结构体系,其特征在于:包括预制钢梁与预制钢管混凝土柱,相邻两预制钢管混凝土柱之间的预制钢梁分为三段,分别是中间的中间梁和两端的边梁,两端的边梁直接焊接在预制钢管混凝土柱,中间梁和两端段预制短梁之间通过波浪形连接件进行连接;所述预制钢管混凝土柱由上柱构件和下柱构件拼接而成,上柱构件底部设有凸隼直接插入下柱构件顶部的凹槽中。本发明所有构件均为工厂预制,大大减少了现场湿作业和焊接工作,具有加工质量好、承载力高、耗能能力强、施工方便和施工成本低的优点。
Fabricated combined frame structure system and construction method thereof
The invention relates to an assembly type combined frame structure system and a construction method thereof, and the assembly type combined frame structure system is characterized by comprising prefabricated steel beams and prefabricated concrete filled steel tubular columns, the prefabricated steel beam between two adjacent prefabricated concrete filled steel tubular columns is divided into three sections, namely a middle beam in the middle and boundary beams at the two ends; the edge beams at the two ends are directly welded to the prefabricated concrete-filled steel tubular column, and the middle beam and the prefabricated short beams at the two end sections are connected through wavy connecting pieces. The prefabricated concrete filled steel tubular column is formed by splicing an upper column component and a lower column component, and a tenon is arranged at the bottom of the upper column component and directly inserted into a groove in the top of the lower column component. All the components are prefabricated in a factory, on-site wet operation and welding work are greatly reduced, and the energy-dissipating and energy-dissipating type steel-concrete composite wall has the advantages of being good in machining quality, high in bearing capacity, high in energy-dissipating capacity, convenient to construct and low in construction cost.
本发明涉及一种装配式组合框架结构体系及其施工方法,装配式组合框架结构体系,其特征在于:包括预制钢梁与预制钢管混凝土柱,相邻两预制钢管混凝土柱之间的预制钢梁分为三段,分别是中间的中间梁和两端的边梁,两端的边梁直接焊接在预制钢管混凝土柱,中间梁和两端段预制短梁之间通过波浪形连接件进行连接;所述预制钢管混凝土柱由上柱构件和下柱构件拼接而成,上柱构件底部设有凸隼直接插入下柱构件顶部的凹槽中。本发明所有构件均为工厂预制,大大减少了现场湿作业和焊接工作,具有加工质量好、承载力高、耗能能力强、施工方便和施工成本低的优点。
Fabricated combined frame structure system and construction method thereof
一种装配式组合框架结构体系及其施工方法
WANG ZHIBIN (Autor:in) / YE CHENHAO (Autor:in) / ZHAO CHUNGUANG (Autor:in) / CHEN RONG (Autor:in) / WANG WEILONG (Autor:in)
22.03.2024
Patent
Elektronische Ressource
Chinesisch
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