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Steel structure corridor with good wind resistance and construction method thereof
The invention discloses a steel structure corridor with good wind resistance and a construction method thereof, and belongs to the technical field of steel structure corridors. The steel structure corridor comprises a plurality of stand columns, the stand columns are distributed in a linear array, wind resistance assemblies are arranged on the inner sides of the stand columns, each wind resistanceassembly comprises a supporting rod, a first transverse rod and a second transverse rod, a top beam is arranged at the tops of the stand columns, the top beam is fixedly connected with the stand columns through welding, the supporting rods and the first transverse rods are arranged on the inner side of the top beam, the second transverse rods are arranged on the outer side of the top beam, and the first transverse rods and the second transverse rods are fixedly connected with the top beam. The first transverse rods are arranged on the inner side of the top beam, the second transverse rods arearranged on the outer side of the top beam, pull ropes are fixed between the supporting rods and the second transverse rods and wound on the outer side of a rolling wheel, the connecting strength between the supporting rods and the second transverse rods is advantageously improved, the toughness of the top beam is remarkably improved, and thus large wind power can be resisted.
本发明公开了钢结构连廊技术领域中的一种抗风能力好的钢结构连廊及其施工方法,包括立柱,所述立柱的数量设置而多个,多个所述立柱呈线性阵列分布,所述立柱内侧设置有抗风组件,所述抗风组件包括支杆、第一横杆和第二横杆,所述立柱顶部设置有顶梁,所述顶梁通过焊接与立柱固定连接,所述支杆和第一横杆均设置于顶梁内侧,所述第二横杆设置于顶梁外侧,所述第一横杆和第二横杆均与顶梁固定连接。本发明中通过将第一横杆置于顶梁内侧,将第二横杆置于顶梁外侧,将拉绳固定在支杆和第二横杆之间并缠绕在滚轮外侧,有利于增加支杆和第二横杆之间的连接强度,并且显著增加顶梁的韧性,使得可以抵抗较大的风力。
Steel structure corridor with good wind resistance and construction method thereof
The invention discloses a steel structure corridor with good wind resistance and a construction method thereof, and belongs to the technical field of steel structure corridors. The steel structure corridor comprises a plurality of stand columns, the stand columns are distributed in a linear array, wind resistance assemblies are arranged on the inner sides of the stand columns, each wind resistanceassembly comprises a supporting rod, a first transverse rod and a second transverse rod, a top beam is arranged at the tops of the stand columns, the top beam is fixedly connected with the stand columns through welding, the supporting rods and the first transverse rods are arranged on the inner side of the top beam, the second transverse rods are arranged on the outer side of the top beam, and the first transverse rods and the second transverse rods are fixedly connected with the top beam. The first transverse rods are arranged on the inner side of the top beam, the second transverse rods arearranged on the outer side of the top beam, pull ropes are fixed between the supporting rods and the second transverse rods and wound on the outer side of a rolling wheel, the connecting strength between the supporting rods and the second transverse rods is advantageously improved, the toughness of the top beam is remarkably improved, and thus large wind power can be resisted.
本发明公开了钢结构连廊技术领域中的一种抗风能力好的钢结构连廊及其施工方法,包括立柱,所述立柱的数量设置而多个,多个所述立柱呈线性阵列分布,所述立柱内侧设置有抗风组件,所述抗风组件包括支杆、第一横杆和第二横杆,所述立柱顶部设置有顶梁,所述顶梁通过焊接与立柱固定连接,所述支杆和第一横杆均设置于顶梁内侧,所述第二横杆设置于顶梁外侧,所述第一横杆和第二横杆均与顶梁固定连接。本发明中通过将第一横杆置于顶梁内侧,将第二横杆置于顶梁外侧,将拉绳固定在支杆和第二横杆之间并缠绕在滚轮外侧,有利于增加支杆和第二横杆之间的连接强度,并且显著增加顶梁的韧性,使得可以抵抗较大的风力。
Steel structure corridor with good wind resistance and construction method thereof
一种抗风能力好的钢结构连廊及其施工方法
XU YU (author) / WANG SHENSHAN (author) / GUO ZIMENG (author) / TANG TAO (author) / DENG YIFU (author)
2021-03-19
Patent
Electronic Resource
Chinese
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