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Large canopy with steel structure and construction method
The invention discloses a steel structure canopy and a construction method, and relates to the technical field of building construction, a steel frame structure is formed by splicing more than two steel frame units, and each steel frame unit comprises a rhombic stress main beam and a triangular stress secondary beam arranged on the inner side of the stress main beam; the stress main beams of the adjacent steel frame units are rigidly connected or hinged, the stress secondary beams are provided with multidirectional stainless steel connecting claws, the glass panels and the decoration panels are fixedly installed on the stress secondary beams through the multidirectional stainless steel connecting claws, and the glass panels and the decoration panels are evenly arranged in an alternating mode. According to the large canopy of the steel structure, through reasonable matching of rigid connection and hinge connection, temperature deformation is effectively reduced, and the anti-vibration capacity is improved; the steel frame structure is divided into the rhombic steel frame units in a segmented mode, modular installation is carried out, the high-altitude welding workload is reduced, meanwhile, high-altitude operation is reduced, and the installation precision and safety of the large steel structure canopy are guaranteed.
本发明公开了一种钢结构大雨棚及施工方法,涉及建筑施工技术领域,钢架结构由两个以上的钢架单元拼接构成,钢架单元包括菱形的受力主梁以及设置于受力主梁内侧的三角形的受力次梁,且相邻钢架单元的受力主梁之间采用刚性连接或铰接,受力次梁上设置有多向不锈钢驳接爪,玻璃面板和装饰面板均通过多向不锈钢驳接爪固定安装在受力次梁上,且玻璃面板和装饰面板呈交替均匀布置。本发明提出的一种钢结构大雨棚,通过设计刚接与铰接合理搭配,有效消减温度变形,提高了抗振能力;将钢架结构分段拆分成菱形的钢架单元并进行模块化安装,减少了高空焊接工作量,同时减少了高空作业,保证了钢结构大雨棚的安装精度与安全性。
Large canopy with steel structure and construction method
The invention discloses a steel structure canopy and a construction method, and relates to the technical field of building construction, a steel frame structure is formed by splicing more than two steel frame units, and each steel frame unit comprises a rhombic stress main beam and a triangular stress secondary beam arranged on the inner side of the stress main beam; the stress main beams of the adjacent steel frame units are rigidly connected or hinged, the stress secondary beams are provided with multidirectional stainless steel connecting claws, the glass panels and the decoration panels are fixedly installed on the stress secondary beams through the multidirectional stainless steel connecting claws, and the glass panels and the decoration panels are evenly arranged in an alternating mode. According to the large canopy of the steel structure, through reasonable matching of rigid connection and hinge connection, temperature deformation is effectively reduced, and the anti-vibration capacity is improved; the steel frame structure is divided into the rhombic steel frame units in a segmented mode, modular installation is carried out, the high-altitude welding workload is reduced, meanwhile, high-altitude operation is reduced, and the installation precision and safety of the large steel structure canopy are guaranteed.
本发明公开了一种钢结构大雨棚及施工方法,涉及建筑施工技术领域,钢架结构由两个以上的钢架单元拼接构成,钢架单元包括菱形的受力主梁以及设置于受力主梁内侧的三角形的受力次梁,且相邻钢架单元的受力主梁之间采用刚性连接或铰接,受力次梁上设置有多向不锈钢驳接爪,玻璃面板和装饰面板均通过多向不锈钢驳接爪固定安装在受力次梁上,且玻璃面板和装饰面板呈交替均匀布置。本发明提出的一种钢结构大雨棚,通过设计刚接与铰接合理搭配,有效消减温度变形,提高了抗振能力;将钢架结构分段拆分成菱形的钢架单元并进行模块化安装,减少了高空焊接工作量,同时减少了高空作业,保证了钢结构大雨棚的安装精度与安全性。
Large canopy with steel structure and construction method
一种钢结构大雨棚及施工方法
CHEN DINGJUN (author) / LI YUE (author) / JIANG HANXIAN (author) / FANG CHAOMEI (author) / DU JIABIN (author) / TANG XULIN (author) / ZENG QINRONG (author) / FENG HANBIAO (author) / WEN WEICAN (author) / GUO XUAN (author)
2024-11-29
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
/
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
/
E04F
FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
,
Ausbau von Bauwerken, z.B. Treppen, Fußböden
/
E04G
SCAFFOLDING
,
Baugerüste
/
E04H
Gebäude oder ähnliche Bauwerke für besondere Zwecke
,
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
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