Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Low-multilayer support-free fabricated ultra-high performance concrete frame structure and building
The invention provides a low-multilayer support-free fabricated ultra-high performance concrete frame structure and a building, and relates to the field of fabricated structure buildings. A cantilever beam is arranged on the side face of the prefabricated frame column, and steel bars in the cantilever beam extend out of the end and extend in the direction away from the end to form first lap joint steel bars. Steel bars in the prefabricated frame beam extend out of the end part and extend towards the direction far away from the end part to form second lap joint steel bars; the connecting and supporting device is in an inverted double-T-shaped steel plate form, and the two ends of the connecting and supporting device are detachably connected with the end of the cantilever beam and one end of the prefabricated frame beam correspondingly to form a pouring groove with an opening in the top; the two ends of the temporary inclined strut are detachably connected with the prefabricated frame column and the connecting and supporting device correspondingly; the first lap joint steel bars and the second lap joint steel bars are arranged in the pouring grooves and are in lap joint. When the low multi-layer support-free fabricated ultra-high performance concrete frame structure is constructed, temporary supports are not arranged below the beams and the plates, formworks do not need to be arranged, the cost of construction measures can be reduced, and the construction efficiency can be improved.
本申请提供一种低多层免支撑装配式超高性能混凝土框架结构及建筑物，涉及装配式结构建筑物领域。包括：预制框架柱，侧面设置有悬臂梁，悬臂梁内部的钢筋伸出端部向远离端部方向延伸形成第一搭接钢筋；预制框架梁，其内部的钢筋伸出端部向远离端部方向延伸形成第二搭接钢筋；连接支承装置，为倒双T形钢板形式，两端分别与悬臂梁的端部、预制框架梁的一端采用可拆卸连接，形成顶部开口的浇筑槽；临时斜撑，两端分别与预制框架柱和连接支承装置可拆卸连接；第一搭接钢筋和第二搭接钢筋均置于浇筑槽内并搭接。所述低多层免支撑装配式超高性能混凝土框架结构施工时，梁、板下方不设临时支撑，无需设置模板，可以降低施工措施费用，提高施工效率。
Low-multilayer support-free fabricated ultra-high performance concrete frame structure and building
The invention provides a low-multilayer support-free fabricated ultra-high performance concrete frame structure and a building, and relates to the field of fabricated structure buildings. A cantilever beam is arranged on the side face of the prefabricated frame column, and steel bars in the cantilever beam extend out of the end and extend in the direction away from the end to form first lap joint steel bars. Steel bars in the prefabricated frame beam extend out of the end part and extend towards the direction far away from the end part to form second lap joint steel bars; the connecting and supporting device is in an inverted double-T-shaped steel plate form, and the two ends of the connecting and supporting device are detachably connected with the end of the cantilever beam and one end of the prefabricated frame beam correspondingly to form a pouring groove with an opening in the top; the two ends of the temporary inclined strut are detachably connected with the prefabricated frame column and the connecting and supporting device correspondingly; the first lap joint steel bars and the second lap joint steel bars are arranged in the pouring grooves and are in lap joint. When the low multi-layer support-free fabricated ultra-high performance concrete frame structure is constructed, temporary supports are not arranged below the beams and the plates, formworks do not need to be arranged, the cost of construction measures can be reduced, and the construction efficiency can be improved.
本申请提供一种低多层免支撑装配式超高性能混凝土框架结构及建筑物，涉及装配式结构建筑物领域。包括：预制框架柱，侧面设置有悬臂梁，悬臂梁内部的钢筋伸出端部向远离端部方向延伸形成第一搭接钢筋；预制框架梁，其内部的钢筋伸出端部向远离端部方向延伸形成第二搭接钢筋；连接支承装置，为倒双T形钢板形式，两端分别与悬臂梁的端部、预制框架梁的一端采用可拆卸连接，形成顶部开口的浇筑槽；临时斜撑，两端分别与预制框架柱和连接支承装置可拆卸连接；第一搭接钢筋和第二搭接钢筋均置于浇筑槽内并搭接。所述低多层免支撑装配式超高性能混凝土框架结构施工时，梁、板下方不设临时支撑，无需设置模板，可以降低施工措施费用，提高施工效率。
Low-multilayer support-free fabricated ultra-high performance concrete frame structure and building
低多层免支撑装配式超高性能混凝土框架结构及建筑物
WANG PIAOYAN (Autor:in) / SHU KAI (Autor:in) / ZHOU JIAN (Autor:in) / TIAN CHUNYU (Autor:in) / REN JIANWEI (Autor:in) / ZHOU DONGJIE (Autor:in) / ZHENG XUEYUAN (Autor:in) / LI JUNYANG (Autor:in) / MAO YUWEI (Autor:in)
11.03.2022
Patent
Elektronische Ressource
Chinesisch
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