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The invention provides an assembly type concrete beam-column joint and a construction method, the assembly type concrete beam-column joint comprises a stand column and a beam body assembly, the beam body assembly comprises beam bodies, connecting components and traction components, the beam bodies are arranged in pairs, the two beam bodies are spaced in the length direction of the beam bodies and are both located at the top of the stand column, and channels are formed in the beam bodies; the top face of the beam body is provided with a top hole communicated with the channel, and the end face of the beam body is provided with an end hole communicated with the channel. The connecting component extends in the length direction of the beam bodies, and the two ends of the connecting component are located in the channels of the two adjacent beam bodies respectively. The traction component is located in the channel, one end of the traction component is connected to the connecting component, and the other end extends out of the top hole. According to the fabricated concrete beam-column joint, by arranging the connecting component and the traction component which are matched with each other, the connecting component can be moved into the channel of the two adjacent beam bodies, so that the two beam bodies are assembled and connected, operation is easy, and the assembling efficiency is improved.
本申请提供一种装配式混凝土梁柱节点和施工方法,装配式混凝土梁柱节点包括立柱和梁体组件,梁体组件包括梁体、衔接构件以及牵引构件,梁体成对设置,两个梁体沿自身长度方向间隔且均位于立柱的顶部,梁体的内部具有通道,梁体的顶面具有与通道连通的顶孔,梁体的端面具有与通道连通的端孔。衔接构件沿梁体的长度方向延伸,衔接构件的两端分别位于相邻的两个梁体的通道内。牵引构件位于通道内,且牵引构件的一端连接至衔接构件,另一端延伸出顶孔。根据本申请的装配式混凝土梁柱节点,通过设置相互配合的衔接构件和牵引构件,能够将衔接构件移动至相邻的两根梁体的通道内,使得两根梁体装配连接,易于操作,提升了装配效率。
The invention provides an assembly type concrete beam-column joint and a construction method, the assembly type concrete beam-column joint comprises a stand column and a beam body assembly, the beam body assembly comprises beam bodies, connecting components and traction components, the beam bodies are arranged in pairs, the two beam bodies are spaced in the length direction of the beam bodies and are both located at the top of the stand column, and channels are formed in the beam bodies; the top face of the beam body is provided with a top hole communicated with the channel, and the end face of the beam body is provided with an end hole communicated with the channel. The connecting component extends in the length direction of the beam bodies, and the two ends of the connecting component are located in the channels of the two adjacent beam bodies respectively. The traction component is located in the channel, one end of the traction component is connected to the connecting component, and the other end extends out of the top hole. According to the fabricated concrete beam-column joint, by arranging the connecting component and the traction component which are matched with each other, the connecting component can be moved into the channel of the two adjacent beam bodies, so that the two beam bodies are assembled and connected, operation is easy, and the assembling efficiency is improved.
本申请提供一种装配式混凝土梁柱节点和施工方法,装配式混凝土梁柱节点包括立柱和梁体组件,梁体组件包括梁体、衔接构件以及牵引构件,梁体成对设置,两个梁体沿自身长度方向间隔且均位于立柱的顶部,梁体的内部具有通道,梁体的顶面具有与通道连通的顶孔,梁体的端面具有与通道连通的端孔。衔接构件沿梁体的长度方向延伸,衔接构件的两端分别位于相邻的两个梁体的通道内。牵引构件位于通道内,且牵引构件的一端连接至衔接构件,另一端延伸出顶孔。根据本申请的装配式混凝土梁柱节点,通过设置相互配合的衔接构件和牵引构件,能够将衔接构件移动至相邻的两根梁体的通道内,使得两根梁体装配连接,易于操作,提升了装配效率。
Fabricated concrete beam-column joint and construction method
装配式混凝土梁柱节点及施工方法
2024-06-21
Patent
Electronic Resource
Chinese
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