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Fabricated steel-concrete composite beam connecting device and construction method thereof
The invention discloses a fabricated steel-concrete composite beam connecting device and a construction method thereof.The fabricated steel-concrete composite beam connecting device comprises a steel structure and a concrete structure, and the concrete structure is formed on the steel structure in a cast-in-place concrete mode; the steel structure comprises a lower steel plate, main components and shear keys, the multiple main components are arranged on the upper side of the lower steel plate, the multiple shear keys are arranged on the upper side of the lower steel plate, and the shear keys are arranged between every two adjacent main components. According to the fabricated steel-concrete composite beam connecting device, the concrete structure mainly exerts compression performance, the steel structure mainly exerts tensile performance, the stability can be effectively enhanced when longitudinal horizontal shearing force is generated by the steel structure, it is guaranteed that relative displacement is not generated between different materials, and safety can be more effectively guaranteed.
本申请公开了一种装配式钢‑混凝土组合梁连接装置及其施工方法,装配式钢‑混凝土组合梁连接装置包括钢结构和混凝土结构,混凝土结构通过现浇混凝土的方式形成于所述钢结构;钢结构包括下钢板、主构件和剪力键,多个主构件设置于所述下钢板上侧,多个剪力键,设置于所述下钢板上侧,且每两个相邻的所述主构件之间均设置有所述剪力键。上述装配式钢‑混凝土组合梁连接装置,混凝土结构主要发挥受压性能,钢结构主要发挥受拉性能,钢结构在发生纵向水平剪力时能够有效加强稳定性,保证不同材料间不产生相对位移,能够更加有效的保证安全性。
Fabricated steel-concrete composite beam connecting device and construction method thereof
The invention discloses a fabricated steel-concrete composite beam connecting device and a construction method thereof.The fabricated steel-concrete composite beam connecting device comprises a steel structure and a concrete structure, and the concrete structure is formed on the steel structure in a cast-in-place concrete mode; the steel structure comprises a lower steel plate, main components and shear keys, the multiple main components are arranged on the upper side of the lower steel plate, the multiple shear keys are arranged on the upper side of the lower steel plate, and the shear keys are arranged between every two adjacent main components. According to the fabricated steel-concrete composite beam connecting device, the concrete structure mainly exerts compression performance, the steel structure mainly exerts tensile performance, the stability can be effectively enhanced when longitudinal horizontal shearing force is generated by the steel structure, it is guaranteed that relative displacement is not generated between different materials, and safety can be more effectively guaranteed.
本申请公开了一种装配式钢‑混凝土组合梁连接装置及其施工方法,装配式钢‑混凝土组合梁连接装置包括钢结构和混凝土结构,混凝土结构通过现浇混凝土的方式形成于所述钢结构;钢结构包括下钢板、主构件和剪力键,多个主构件设置于所述下钢板上侧,多个剪力键,设置于所述下钢板上侧,且每两个相邻的所述主构件之间均设置有所述剪力键。上述装配式钢‑混凝土组合梁连接装置,混凝土结构主要发挥受压性能,钢结构主要发挥受拉性能,钢结构在发生纵向水平剪力时能够有效加强稳定性,保证不同材料间不产生相对位移,能够更加有效的保证安全性。
Fabricated steel-concrete composite beam connecting device and construction method thereof
一种装配式钢-混凝土组合梁连接装置及其施工方法
ZHANG HONGJUN (author) / ZHANG CHAO (author) / LI CHUNLIANG (author) / SUN SHIYUAN (author) / ZHANG YUNLONG (author) / YUAN XING (author) / LIU LIAN (author)
2023-01-13
Patent
Electronic Resource
Chinese
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