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Continuous span type hangar building structure, hangar and hangar construction method
The invention discloses a continuous span type hangar building structure, a hangar and a hangar construction method. The structure comprises two side columns, at least one middle column and a gate truss. The two side columns are fixed to the two ends of the gate truss respectively. The middle column is fixedly connected with the gate truss and is arranged between the two side columns, so that the gate truss is divided into a plurality of spans by the two side columns and the middle column; wherein the bottom of the middle column and the bottoms of the side columns are located at the same elevation, and the column top elevation of the middle column is lower than the column top elevation of the side columns. According to the technical scheme, the shape of the hangar gate truss can be adjusted, the chord member section range of the gate truss is reduced, distribution is more uniform, meanwhile, the internal force peak value of a rod piece is reduced, the stress performance of the gate truss is effectively improved, and the structural stability is further improved.
本申请公开了一种连跨型机库建筑结构、机库及机库构建方法,所述结构包括:两个边柱、至少一个中柱和大门桁架;两个边柱分别固定于大门桁架的两端;中柱与大门桁架固定连接,并设置于两个边柱之间,使两个边柱和中柱将大门桁架划分为多个跨区;其中,中柱的底部和边柱的底部位于同一标高,且中柱的柱顶标高低于边柱的柱顶标高。根据本申请的技术方案可以调整机库大门桁架的形态,使大门桁架弦杆截面极差减小、分布更为均匀,同时消减了杆件内力峰值,有效改善大门桁架的受力性能,进一步提升了结构的稳定性。
Continuous span type hangar building structure, hangar and hangar construction method
The invention discloses a continuous span type hangar building structure, a hangar and a hangar construction method. The structure comprises two side columns, at least one middle column and a gate truss. The two side columns are fixed to the two ends of the gate truss respectively. The middle column is fixedly connected with the gate truss and is arranged between the two side columns, so that the gate truss is divided into a plurality of spans by the two side columns and the middle column; wherein the bottom of the middle column and the bottoms of the side columns are located at the same elevation, and the column top elevation of the middle column is lower than the column top elevation of the side columns. According to the technical scheme, the shape of the hangar gate truss can be adjusted, the chord member section range of the gate truss is reduced, distribution is more uniform, meanwhile, the internal force peak value of a rod piece is reduced, the stress performance of the gate truss is effectively improved, and the structural stability is further improved.
本申请公开了一种连跨型机库建筑结构、机库及机库构建方法,所述结构包括:两个边柱、至少一个中柱和大门桁架;两个边柱分别固定于大门桁架的两端;中柱与大门桁架固定连接,并设置于两个边柱之间,使两个边柱和中柱将大门桁架划分为多个跨区;其中,中柱的底部和边柱的底部位于同一标高,且中柱的柱顶标高低于边柱的柱顶标高。根据本申请的技术方案可以调整机库大门桁架的形态,使大门桁架弦杆截面极差减小、分布更为均匀,同时消减了杆件内力峰值,有效改善大门桁架的受力性能,进一步提升了结构的稳定性。
Continuous span type hangar building structure, hangar and hangar construction method
一种连跨型机库建筑结构、机库及机库构建方法
ZHOU QING (author) / KOU YANTAO (author) / ZHAO JINGYI (author) / HU YU (author) / PEI YONGZHONG (author) / ZHAO BOYOU (author) / WANG BIN (author)
2024-12-03
Patent
Electronic Resource
Chinese
Engineering Index Backfile | 1930
British Library Online Contents | 2009
|Hangar construction simplified
Engineering Index Backfile | 1930