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Z-shaped beam-column connection encased concrete profile steel special-shaped column-castellated beam assembly structure
A Z-shaped beam column connection encased concrete profile steel special-shaped column-castellated beam assembly structure comprises an independent foundation provided with pre-embedded anchor bolts; the outer-wrapped concrete profile steel special-shaped columns comprise L-shaped, T-shaped and cross-shaped outer-wrapped concrete profile steel special-shaped columns, the first-layer profile steel special-shaped column is fixedly arranged on an independent foundation through a steel plate base, and a flange is provided with an H-shaped connecting steel beam; the honeycomb foundation beam is connected with the H-shaped connecting steel beam; the honeycomb main beam comprises a honeycomb steel beam and a prefabricated concrete layer; a concrete floor layer is cast in place, the profiled steel sheet serves as a supporting platform, longitudinal steel bars and transverse steel bars are distributed on the upper portion of the upper flange, and lower-layer transverse steel bars are welded to the remaining web plates and cast in place; a Z-shaped beam column connecting joint comprises an H-shaped cantilever beam with a lower flange extending outwards, a cover plate, an L-shaped clamping plate and a high-strength bolt. The steel ribs can be completely wrapped by the concrete, the local stability of the component is improved, integration of fire prevention, corrosion prevention and stress is achieved, and the energy-saving and carbon-reducing effects are achieved.
一种Z字形梁柱连接外包混凝土型钢异形柱‑蜂窝梁装配结构，包括：独立基础，设置预埋锚栓；外包混凝土型钢异形柱，包括L形、T形、十字形外包混凝土型钢异形柱，首层型钢异形柱通过钢板底座固定设置在独立基础上，且翼缘设置H型连接钢梁；蜂窝基础梁，与H型连接钢梁连接；蜂窝主梁，包括蜂窝钢梁和预制混凝土层；现浇混凝土楼板层，以压型钢板为支承平台，在上翼缘上部布设纵向钢筋和横向钢筋，在剩余腹板处焊接下层横向钢筋并现浇；Z字形梁柱连接节点，包括下翼缘外伸式H型悬臂梁、盖板、L形夹板，以及高强螺栓。本发明可实现钢骨均被混凝土完全包裹，并提高构件的局部稳定，实现防火、防腐、受力一体化，实现节能减碳效果。
Z-shaped beam-column connection encased concrete profile steel special-shaped column-castellated beam assembly structure
A Z-shaped beam column connection encased concrete profile steel special-shaped column-castellated beam assembly structure comprises an independent foundation provided with pre-embedded anchor bolts; the outer-wrapped concrete profile steel special-shaped columns comprise L-shaped, T-shaped and cross-shaped outer-wrapped concrete profile steel special-shaped columns, the first-layer profile steel special-shaped column is fixedly arranged on an independent foundation through a steel plate base, and a flange is provided with an H-shaped connecting steel beam; the honeycomb foundation beam is connected with the H-shaped connecting steel beam; the honeycomb main beam comprises a honeycomb steel beam and a prefabricated concrete layer; a concrete floor layer is cast in place, the profiled steel sheet serves as a supporting platform, longitudinal steel bars and transverse steel bars are distributed on the upper portion of the upper flange, and lower-layer transverse steel bars are welded to the remaining web plates and cast in place; a Z-shaped beam column connecting joint comprises an H-shaped cantilever beam with a lower flange extending outwards, a cover plate, an L-shaped clamping plate and a high-strength bolt. The steel ribs can be completely wrapped by the concrete, the local stability of the component is improved, integration of fire prevention, corrosion prevention and stress is achieved, and the energy-saving and carbon-reducing effects are achieved.
一种Z字形梁柱连接外包混凝土型钢异形柱‑蜂窝梁装配结构，包括：独立基础，设置预埋锚栓；外包混凝土型钢异形柱，包括L形、T形、十字形外包混凝土型钢异形柱，首层型钢异形柱通过钢板底座固定设置在独立基础上，且翼缘设置H型连接钢梁；蜂窝基础梁，与H型连接钢梁连接；蜂窝主梁，包括蜂窝钢梁和预制混凝土层；现浇混凝土楼板层，以压型钢板为支承平台，在上翼缘上部布设纵向钢筋和横向钢筋，在剩余腹板处焊接下层横向钢筋并现浇；Z字形梁柱连接节点，包括下翼缘外伸式H型悬臂梁、盖板、L形夹板，以及高强螺栓。本发明可实现钢骨均被混凝土完全包裹，并提高构件的局部稳定，实现防火、防腐、受力一体化，实现节能减碳效果。
Z-shaped beam-column connection encased concrete profile steel special-shaped column-castellated beam assembly structure
Z字形梁柱连接外包混凝土型钢异形柱-蜂窝梁装配结构
LIU XUECHUN (author) / GUO LONGXIN (author) / YAO JIAN (author) / YU JIN (author) / CHEN XUESEN (author) / LI YAPENG (author) / ZHENG LAN (author) / ZHANG LEI (author)
2024-01-12
Patent
Electronic Resource
Chinese
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