Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Flange with taper hole and steel pipe prestressed member, connecting structure and application method thereof
The invention discloses a flange with a taper hole and a steel pipe prestressed member, a connecting structure and an application method thereof. The flange with the taper hole comprises a flange plate; a prestressed tendon clamping hole is formed in the flange plate and provided with a conical part. The steel pipe prestressed member comprises a hollow pipe; the flanges with the taper holes are fixed to the two ends of the hollow pipe. A prestressed tendon is arranged in the hollow pipe, the two ends of the prestressed tendon penetrate out of the two corresponding prestressed tendon clamping holes, a matched conical clamping piece is arranged in the conical part, and the inclined face on the outer side of the clamping piece abuts against the conical part and clamps the ends of the prestressed tendon tensioned through prestress. The steel pipe prestressed member with the anchorage device serves as a building main body column to form a beam column assembly structure or a vertical column butt joint structure or a steel frame structure. The beam column assembly structure or the vertical column butt joint structure or the steel frame structure form is firstly connected through all parts to form a steel assembly structure, steel bars are arranged in a penetrating mode according to requirements, and then concrete is poured.
本发明公开了一种带锥形孔法兰及其钢管预应力构件、连接结构和应用方法，带锥形孔法兰包括法兰板；法兰板上开设有预应力筋卡接孔，预应力筋卡接孔具有锥形部。钢管预应力构件包括空心管；空心管两端均固定有上述的一种带锥形孔法兰；空心管内布置有预应力筋，预应力筋的两端端头穿出对应的两个预应力筋卡接孔，锥形部内设置有适配的锥形的夹片，夹片外侧的斜面与锥形部顶紧，且夹紧经预应力张拉后的预应力筋的端头。上述的带锚具钢管预应力构件作为建筑主体柱，组成梁柱装配结构，或竖向柱体对接结构，或钢框架结构形式。梁柱装配结构，或竖向柱体对接结构，或钢框架结构形式先通过各部件连接形成钢组装结构，并根据需求穿设钢筋，再浇灌混凝土。
Flange with taper hole and steel pipe prestressed member, connecting structure and application method thereof
The invention discloses a flange with a taper hole and a steel pipe prestressed member, a connecting structure and an application method thereof. The flange with the taper hole comprises a flange plate; a prestressed tendon clamping hole is formed in the flange plate and provided with a conical part. The steel pipe prestressed member comprises a hollow pipe; the flanges with the taper holes are fixed to the two ends of the hollow pipe. A prestressed tendon is arranged in the hollow pipe, the two ends of the prestressed tendon penetrate out of the two corresponding prestressed tendon clamping holes, a matched conical clamping piece is arranged in the conical part, and the inclined face on the outer side of the clamping piece abuts against the conical part and clamps the ends of the prestressed tendon tensioned through prestress. The steel pipe prestressed member with the anchorage device serves as a building main body column to form a beam column assembly structure or a vertical column butt joint structure or a steel frame structure. The beam column assembly structure or the vertical column butt joint structure or the steel frame structure form is firstly connected through all parts to form a steel assembly structure, steel bars are arranged in a penetrating mode according to requirements, and then concrete is poured.
本发明公开了一种带锥形孔法兰及其钢管预应力构件、连接结构和应用方法，带锥形孔法兰包括法兰板；法兰板上开设有预应力筋卡接孔，预应力筋卡接孔具有锥形部。钢管预应力构件包括空心管；空心管两端均固定有上述的一种带锥形孔法兰；空心管内布置有预应力筋，预应力筋的两端端头穿出对应的两个预应力筋卡接孔，锥形部内设置有适配的锥形的夹片，夹片外侧的斜面与锥形部顶紧，且夹紧经预应力张拉后的预应力筋的端头。上述的带锚具钢管预应力构件作为建筑主体柱，组成梁柱装配结构，或竖向柱体对接结构，或钢框架结构形式。梁柱装配结构，或竖向柱体对接结构，或钢框架结构形式先通过各部件连接形成钢组装结构，并根据需求穿设钢筋，再浇灌混凝土。
Flange with taper hole and steel pipe prestressed member, connecting structure and application method thereof
一种带锥形孔法兰及其钢管预应力构件、连接结构和应用方法
LIU SHUNXIN (Autor:in)
19.04.2024
Patent
Elektronische Ressource
Chinesisch
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