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Double-layer large-span space structure and construction method thereof
The invention provides a double-layer large-span space structure and a construction method thereof, and relates to the technical field of building structures, the double-layer large-span space structure comprises a floor plate, a roof, a first support column system, a second support column system, a first ring beam, a second ring beam and a diagonal bridging; the first supporting column system and the second supporting column system each comprise a plurality of evenly-distributed supporting columns, and the diagonal bridging is hinged between the supporting columns. The floor plate is hinged to the first ring beam, and the first supporting column system is hinged to the first ring beam. The roof is hinged to the second ring beam, one end of the second supporting column system is hinged to the first ring beam, and the other end of the second supporting column system is hinged to the second ring beam. The method has the beneficial effects that the occupied area is saved, the space utilization rate is increased, the construction cost is reduced, and the wind-resistant and anti-seismic performance is good.
本发明提供了一种双层大跨空间结构及其施工方法,涉及建筑结构技术领域,包括楼面板、屋盖、第一支撑柱系统、第二支撑柱系统、第一环梁、第二环梁、剪刀撑;所述第一支撑柱系统和所述第二支撑柱系统均包括若干均匀分布的支撑柱,所述剪刀撑铰接于所述支撑柱之间;所述楼面板与所述第一环梁铰接,所述第一支撑柱系统铰接所述第一环梁;所述屋盖与所述第二环梁铰接,所述第二支撑柱系统一端铰接所述第一环梁,另一端铰接所述第二环梁。本发明的有益效果为:节省占地面积,提高空间利用率,降低工程造价,且抗风、抗震性能较好。
Double-layer large-span space structure and construction method thereof
The invention provides a double-layer large-span space structure and a construction method thereof, and relates to the technical field of building structures, the double-layer large-span space structure comprises a floor plate, a roof, a first support column system, a second support column system, a first ring beam, a second ring beam and a diagonal bridging; the first supporting column system and the second supporting column system each comprise a plurality of evenly-distributed supporting columns, and the diagonal bridging is hinged between the supporting columns. The floor plate is hinged to the first ring beam, and the first supporting column system is hinged to the first ring beam. The roof is hinged to the second ring beam, one end of the second supporting column system is hinged to the first ring beam, and the other end of the second supporting column system is hinged to the second ring beam. The method has the beneficial effects that the occupied area is saved, the space utilization rate is increased, the construction cost is reduced, and the wind-resistant and anti-seismic performance is good.
本发明提供了一种双层大跨空间结构及其施工方法,涉及建筑结构技术领域,包括楼面板、屋盖、第一支撑柱系统、第二支撑柱系统、第一环梁、第二环梁、剪刀撑;所述第一支撑柱系统和所述第二支撑柱系统均包括若干均匀分布的支撑柱,所述剪刀撑铰接于所述支撑柱之间;所述楼面板与所述第一环梁铰接,所述第一支撑柱系统铰接所述第一环梁;所述屋盖与所述第二环梁铰接,所述第二支撑柱系统一端铰接所述第一环梁,另一端铰接所述第二环梁。本发明的有益效果为:节省占地面积,提高空间利用率,降低工程造价,且抗风、抗震性能较好。
Double-layer large-span space structure and construction method thereof
一种双层大跨空间结构及其施工方法
LU JIAN (author) / QI PENG (author) / QI XIANGCHENG (author) / WEI SHUSHENG (author)
2024-11-29
Patent
Electronic Resource
Chinese
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