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Reticulated shell arch-shaped steel structure and construction method thereof
The invention relates to the technical field of steel structures, and discloses a reticulated shell arch-shaped steel structure and a construction method thereof. The reticulated shell arch-shaped steel structure comprises a frame structure, a plurality of forward arch-shaped assemblies and a plurality of reverse arch-shaped assemblies, wherein the forward arch-shaped assemblies and the reverse arch-shaped assemblies are arranged on the frame structure and intersect with one another, and the reticulated shell arch-shaped steel structure comprises an upper-layer net-shaped structure and a lower-layer net-shaped structure. According to the structural design, the rigidity and strength of the whole steel structure are improved, the bearing capacity is enhanced, and the stability of a building structure can be improved; in addition, the reticulated shell arch-shaped steel structure is simple in structure, convenient to assemble and beneficial to later integral assembly multiple reticulated shell arch-shaped steel structures can be sequentially slid and integrally spliced, so that high-altitude bulk loading of large hoisting equipment is avoided, the construction cost and the installation risk are effectively reduced, meanwhile, the installation positioning precision of the steel structure can be guaranteed through integral splicing, the stability of the building structure is improved, and the construction quality is ensured.
本发明涉及钢结构技术领域,公开一种网壳拱形钢结构及其施工方法,网壳拱形钢结构包括框架结构以及设置于框架结构上的相互交叉的多个正向拱形组件和多个反向拱形组件,其中网壳拱形钢结构包括上下两层网状结构。该结构设计使得整个钢结构的刚度和强度增加,承载能力增强,能够提高建筑结构的稳定性。此外,本发明提供的网壳拱形钢结构,结构简单,组装方便,有利于后期的整体拼装。本发明提供的网壳拱形钢结构的施工方法,能够实现将多个网壳拱形钢结构依次滑移整体拼装,从而避免利用大型吊装设备高空散装,有效降低施工成本和安装风险,同时整体拼装能够保证钢结构的安装定位精度,提高建筑结构的稳定性,保证施工质量。
Reticulated shell arch-shaped steel structure and construction method thereof
The invention relates to the technical field of steel structures, and discloses a reticulated shell arch-shaped steel structure and a construction method thereof. The reticulated shell arch-shaped steel structure comprises a frame structure, a plurality of forward arch-shaped assemblies and a plurality of reverse arch-shaped assemblies, wherein the forward arch-shaped assemblies and the reverse arch-shaped assemblies are arranged on the frame structure and intersect with one another, and the reticulated shell arch-shaped steel structure comprises an upper-layer net-shaped structure and a lower-layer net-shaped structure. According to the structural design, the rigidity and strength of the whole steel structure are improved, the bearing capacity is enhanced, and the stability of a building structure can be improved; in addition, the reticulated shell arch-shaped steel structure is simple in structure, convenient to assemble and beneficial to later integral assembly multiple reticulated shell arch-shaped steel structures can be sequentially slid and integrally spliced, so that high-altitude bulk loading of large hoisting equipment is avoided, the construction cost and the installation risk are effectively reduced, meanwhile, the installation positioning precision of the steel structure can be guaranteed through integral splicing, the stability of the building structure is improved, and the construction quality is ensured.
本发明涉及钢结构技术领域,公开一种网壳拱形钢结构及其施工方法,网壳拱形钢结构包括框架结构以及设置于框架结构上的相互交叉的多个正向拱形组件和多个反向拱形组件,其中网壳拱形钢结构包括上下两层网状结构。该结构设计使得整个钢结构的刚度和强度增加,承载能力增强,能够提高建筑结构的稳定性。此外,本发明提供的网壳拱形钢结构,结构简单,组装方便,有利于后期的整体拼装。本发明提供的网壳拱形钢结构的施工方法,能够实现将多个网壳拱形钢结构依次滑移整体拼装,从而避免利用大型吊装设备高空散装,有效降低施工成本和安装风险,同时整体拼装能够保证钢结构的安装定位精度,提高建筑结构的稳定性,保证施工质量。
Reticulated shell arch-shaped steel structure and construction method thereof
一种网壳拱形钢结构及其施工方法
XU SHAOFENG (author) / SHAN JIHUA (author) / TANG XIANGJUN (author) / ZHOU RUI (author) / LI YIQUN (author) / LUO GUIBO (author) / YI JIANWEN (author) / YU JINGYU (author) / CHEN CHANGHUI (author) / ZHANG MINGYI (author)
2021-07-20
Patent
Electronic Resource
Chinese
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