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Curtain wall heavy steel corbel structure and construction method thereof
The invention discloses a curtain wall heavy steel corbel structure and a construction method thereof, the curtain wall heavy steel corbel structure comprises a corbel rod piece (1), a switching end plate (2) and a corbel structure connecting end plate (3), the switching end plate (2) and the corbel structure connecting end plate (3) are respectively welded at two ends of the corbel rod piece (1), and structure connecting reinforcing plates (4) are vertically welded at the left end and the right end of the corbel structure connecting end plate (3). The invention discloses a heavy steel corbel structure and a construction method thereof, which effectively solve the problem of connection between a curtain wall keel and a steel box girder, contribute to enhancing the bearing capacity and the connection firmness of the curtain wall keel and the steel box girder, have high adaptability to a building main body structure with a complex multi-variant curved surface, contribute to ensuring the construction quality of a curtain wall and improve the construction efficiency. The durability of the curtain wall is enhanced, and the unnecessary maintenance cost of the curtain wall is reduced.
本发明公开了一种幕墙重型钢牛腿结构及其施工方法,包括牛腿杆件(1)、转接端板(2)、牛腿结构连接端板(3),所述转接端板(2)与牛腿结构连接端板(3)分别焊接在牛腿杆件(1)的两端,所述牛腿结构连接端板(3)的左右两端还竖直焊接有结构连接加强板(4)。本发明公开了一种重型钢牛腿结构及其施工方法,有效解决了幕墙龙骨与钢箱梁的连接问题,有助于增强幕墙龙骨与钢箱梁承载力和连接的牢靠性,对于复杂多变异形曲面的建筑主体结构适应性强,有助于保证幕墙的施工质量,增强幕墙的耐久性,减少幕墙不必要的维护成本。
Curtain wall heavy steel corbel structure and construction method thereof
The invention discloses a curtain wall heavy steel corbel structure and a construction method thereof, the curtain wall heavy steel corbel structure comprises a corbel rod piece (1), a switching end plate (2) and a corbel structure connecting end plate (3), the switching end plate (2) and the corbel structure connecting end plate (3) are respectively welded at two ends of the corbel rod piece (1), and structure connecting reinforcing plates (4) are vertically welded at the left end and the right end of the corbel structure connecting end plate (3). The invention discloses a heavy steel corbel structure and a construction method thereof, which effectively solve the problem of connection between a curtain wall keel and a steel box girder, contribute to enhancing the bearing capacity and the connection firmness of the curtain wall keel and the steel box girder, have high adaptability to a building main body structure with a complex multi-variant curved surface, contribute to ensuring the construction quality of a curtain wall and improve the construction efficiency. The durability of the curtain wall is enhanced, and the unnecessary maintenance cost of the curtain wall is reduced.
本发明公开了一种幕墙重型钢牛腿结构及其施工方法,包括牛腿杆件(1)、转接端板(2)、牛腿结构连接端板(3),所述转接端板(2)与牛腿结构连接端板(3)分别焊接在牛腿杆件(1)的两端,所述牛腿结构连接端板(3)的左右两端还竖直焊接有结构连接加强板(4)。本发明公开了一种重型钢牛腿结构及其施工方法,有效解决了幕墙龙骨与钢箱梁的连接问题,有助于增强幕墙龙骨与钢箱梁承载力和连接的牢靠性,对于复杂多变异形曲面的建筑主体结构适应性强,有助于保证幕墙的施工质量,增强幕墙的耐久性,减少幕墙不必要的维护成本。
Curtain wall heavy steel corbel structure and construction method thereof
一种幕墙重型钢牛腿结构及其施工方法
GAO CHANGLING (author) / LI YUBING (author) / WANG XUDONG (author) / FU ZENGLONG (author) / LIU YU (author) / LIU TAO (author) / ZHAO ZEMING (author) / ZHAO XINGKUN (author) / WU ZAIYIN (author) / WEI ANJIANG (author)
2023-05-12
Patent
Electronic Resource
Chinese
Steel corbel device and construction method for jacking bridge through steel corbel device
European Patent Office | 2023
|European Patent Office | 2023
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