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The invention discloses a beam column joint of a concrete prefabricated column and a construction method of the beam column joint. The construction method of the beam column joint of the concrete prefabricated column comprises the steps that hoop plates are obtained, and studs are arranged on the inner side faces of the hoop plates; annular reinforcing plates are welded in the hoop plates; longitudinal ribs and stirrups for bundling the longitudinal ribs are arranged; the annular reinforcing plates in the two hoop plates serve as boundary formworks, and an upper prefabricated column and a lower prefabricated column are poured; the hoop plate of the upper prefabricated column and the hoop plate of the lower prefabricated column are welded; and horizontal beams are arranged at the hoop plates, and the horizontal beams and the hoop plates are connected. The hoop plates and the annular reinforcing plates guarantee that the prefabricated column has enough strength and rigidity at the beam column joint, and safety and stability of the beam column joint are guaranteed; the upper prefabricated column and the lower prefabricated column are connected by welding the hoop plates, the connecting strength is high, construction welding is easy, and the construction efficiency is improved; and the prefabricated column and the horizontal beams are connected through the hoop plates, the connecting manner is simple, the connecting strength at the beam column joint is guaranteed, the construction difficulty is lowered, and the construction efficiency is improved.
本发明公开了一种混凝土预制柱的梁柱节点及其施工方法,混凝土预制柱的梁柱节点施工方法包括:获取箍板,箍板的内侧面设有栓钉;在箍板内焊接环向加强板;布置纵筋和捆扎纵筋的箍筋;以两个箍板内的环向加强板为边界支模,分别浇筑预制柱上柱和预制柱下柱;焊接预制柱上柱的箍板与预制柱下柱的箍板;在箍板处设置水平梁,连接水平梁与箍板。箍板和环向加强板保证了预制柱在梁柱节点处具有足够的强度和刚度,保证了梁柱节点的安全性和稳定性;通过焊接箍板连接预制柱上柱和预制柱下柱,连接强度高且易于施工焊接,提高了施工效率;利用箍板连接预制柱与水平梁,连接方式简单并保证了梁柱节点处的连接强度,降低了施工难度并提高了施工效率。
The invention discloses a beam column joint of a concrete prefabricated column and a construction method of the beam column joint. The construction method of the beam column joint of the concrete prefabricated column comprises the steps that hoop plates are obtained, and studs are arranged on the inner side faces of the hoop plates; annular reinforcing plates are welded in the hoop plates; longitudinal ribs and stirrups for bundling the longitudinal ribs are arranged; the annular reinforcing plates in the two hoop plates serve as boundary formworks, and an upper prefabricated column and a lower prefabricated column are poured; the hoop plate of the upper prefabricated column and the hoop plate of the lower prefabricated column are welded; and horizontal beams are arranged at the hoop plates, and the horizontal beams and the hoop plates are connected. The hoop plates and the annular reinforcing plates guarantee that the prefabricated column has enough strength and rigidity at the beam column joint, and safety and stability of the beam column joint are guaranteed; the upper prefabricated column and the lower prefabricated column are connected by welding the hoop plates, the connecting strength is high, construction welding is easy, and the construction efficiency is improved; and the prefabricated column and the horizontal beams are connected through the hoop plates, the connecting manner is simple, the connecting strength at the beam column joint is guaranteed, the construction difficulty is lowered, and the construction efficiency is improved.
本发明公开了一种混凝土预制柱的梁柱节点及其施工方法,混凝土预制柱的梁柱节点施工方法包括:获取箍板,箍板的内侧面设有栓钉;在箍板内焊接环向加强板;布置纵筋和捆扎纵筋的箍筋;以两个箍板内的环向加强板为边界支模,分别浇筑预制柱上柱和预制柱下柱;焊接预制柱上柱的箍板与预制柱下柱的箍板;在箍板处设置水平梁,连接水平梁与箍板。箍板和环向加强板保证了预制柱在梁柱节点处具有足够的强度和刚度,保证了梁柱节点的安全性和稳定性;通过焊接箍板连接预制柱上柱和预制柱下柱,连接强度高且易于施工焊接,提高了施工效率;利用箍板连接预制柱与水平梁,连接方式简单并保证了梁柱节点处的连接强度,降低了施工难度并提高了施工效率。
Beam column joint of concrete prefabricated column and construction method of beam column joint
一种混凝土预制柱的梁柱节点及其施工方法
CHEN YUN (Autor:in)
08.06.2021
Patent
Elektronische Ressource
Chinesisch
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