Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel pipe constraint profile steel type recycled concrete column-beam assembly type joint and mounting method
The invention discloses a steel pipe constraint profile steel type recycled concrete column-beam assembly type joint and a mounting method. The joint is mainly composed of two frame columns, an external pipe sleeve, a connecting component and a profile steel concrete spiral stirrup beam, the external pipe sleeve is arranged between the joints of the two frame columns, the connecting component comprises a threaded fastener, a connecting plate, first H profile steel and U profile steel, the connecting plate is fixed to the frame columns and the external pipe sleeve through the threaded fastener, the first H profile steel is fixed to the connecting plate through the threaded fastener, the steel reinforced concrete spiral stirrup beam is internally provided with second H profile steel matched with the first H profile steel in shape, and the first H profile steel and the second H profile steel are in butt joint and are fixedly in butt joint through the U profile steel and the threaded fastener. The U profile steel is arranged in grooves of the first H profile steel and the second H profile steel, fastening connection is achieved through the threaded fastener, and therefore the structure is stable, and installation is convenient; and the construction method reduces the difficulty and complexity of field construction, and improves the construction efficiency.
本发明公开了一种钢管约束型钢再生砼柱‑梁装配式节点及安装方法，节点主要由两个边框柱、外接管套、连接构件和型钢混凝土螺旋箍筋梁组成。外接管套设置在两个边框柱的连接处之间。连接构件包括螺纹紧固件、连接板、第一H型钢和U型钢，连接板通过螺纹紧固件固定在边框柱和外接管套上，第一H型钢通过螺纹紧固件固定在连接板上。型钢混凝土螺旋箍筋梁，型钢混凝土螺旋箍筋梁内置有形状与第一H型钢相适配的第二H型钢，第一H型钢和第二H型钢对接并通过U型钢和螺纹紧固件固定对接。将U形钢置于第一H型钢和第二H型钢的凹槽内，通过螺纹紧固件实现紧固连接，结构稳定且便于安装。施工方法降低了现场施工难度和繁杂程度，提高了施工效率。
Steel pipe constraint profile steel type recycled concrete column-beam assembly type joint and mounting method
The invention discloses a steel pipe constraint profile steel type recycled concrete column-beam assembly type joint and a mounting method. The joint is mainly composed of two frame columns, an external pipe sleeve, a connecting component and a profile steel concrete spiral stirrup beam, the external pipe sleeve is arranged between the joints of the two frame columns, the connecting component comprises a threaded fastener, a connecting plate, first H profile steel and U profile steel, the connecting plate is fixed to the frame columns and the external pipe sleeve through the threaded fastener, the first H profile steel is fixed to the connecting plate through the threaded fastener, the steel reinforced concrete spiral stirrup beam is internally provided with second H profile steel matched with the first H profile steel in shape, and the first H profile steel and the second H profile steel are in butt joint and are fixedly in butt joint through the U profile steel and the threaded fastener. The U profile steel is arranged in grooves of the first H profile steel and the second H profile steel, fastening connection is achieved through the threaded fastener, and therefore the structure is stable, and installation is convenient; and the construction method reduces the difficulty and complexity of field construction, and improves the construction efficiency.
本发明公开了一种钢管约束型钢再生砼柱‑梁装配式节点及安装方法，节点主要由两个边框柱、外接管套、连接构件和型钢混凝土螺旋箍筋梁组成。外接管套设置在两个边框柱的连接处之间。连接构件包括螺纹紧固件、连接板、第一H型钢和U型钢，连接板通过螺纹紧固件固定在边框柱和外接管套上，第一H型钢通过螺纹紧固件固定在连接板上。型钢混凝土螺旋箍筋梁，型钢混凝土螺旋箍筋梁内置有形状与第一H型钢相适配的第二H型钢，第一H型钢和第二H型钢对接并通过U型钢和螺纹紧固件固定对接。将U形钢置于第一H型钢和第二H型钢的凹槽内，通过螺纹紧固件实现紧固连接，结构稳定且便于安装。施工方法降低了现场施工难度和繁杂程度，提高了施工效率。
Steel pipe constraint profile steel type recycled concrete column-beam assembly type joint and mounting method
一种钢管约束型钢再生砼柱-梁装配式节点及安装方法
LIU JIAN (Autor:in) / TANG MENGXIONG (Autor:in) / BAI YUXIANG (Autor:in) / QI YULIANG (Autor:in) / REN DA (Autor:in) / ZHOU MINHUI (Autor:in) / TONG HUAWEI (Autor:in) / XIONG WEI (Autor:in) / ZENG RONGSEN (Autor:in) / LAI SHUAI (Autor:in)
06.04.2021
Patent
Elektronische Ressource
Chinesisch
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