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Installation Technology of Super Long Steel Hanger for Curtain Wall of Xi’an Silk Road International Convention and Exhibition Center

机译:西安丝绸之路国际会展中心幕墙超长钢吊架安装技术

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There are 268 pieces of super long steel hangers on the fa?ade of the curtain wall project of Xi’an Silk Road International Convention and Exhibition Center. A single piece of steel hanger is 26m~44m long and 7t~34t heavy. The difference between this project and the conventional construction method of curtain wall lies in that during the installation of steel hangers, the complex deformation of the main steel structure can make it difficult to accurately install steel hangers. The construction steps are simulated with SAP2000. The simulation defines 84 construction steps. After an accurate calculation of the deformation of the main steel structure that each piece of steel hanger must adapt to, the super long steel hangers are assembled on site. The overhanging end of the metal roof is about 5m~20m from the mounting axis of steel hangers, so the conventional process of installation from up to down cannot be applied. A 180T crawler crane is utilized for overall lifting and installation on the side. This is a new construction method of curtain wall that can control the installation accuracy within 5mm, ensure the flatness of the structural fa?ade, improve the construction and installation efficiency, and guarantee the construction safety. It can provide a technical reference for similar large-scale curtain wall projects in the future.
机译:西安丝绸之路国际会展中心幕墙工程立面上有268件超长钢衣架。一块钢制衣架长26m〜44m,重7t〜34t。该方案与常规幕墙施工方法的不同之处在于,在安装钢吊架过程中,主要钢结构的复杂变形会导致难以准确安装钢吊架。使用SAP2000模拟构建步骤。该模拟定义了84个构建步骤。在精确计算出每块钢衣架必须适应的主要钢结构的变形之后,将超长钢衣架现场组装。金属屋顶的悬垂端距钢吊架的安装轴线约5m〜20m,因此无法采用传统的上下安装过程。 180T履带吊用于侧面的整体提升和安装。这是一种新型幕墙施工方法,可将安装精度控制在5mm以内,确保结构立面的平整度,提高施工安装效率,并保证施工安全。它可以为将来类似的大型幕墙工程提供技术参考。

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