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首页> 外文期刊>Engineering and Applied Sciences >Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium
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Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium

机译:青岛市民健身中心体育馆超长变截面螺旋铝板机组总装施工技术

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Qingdao Citizen Fitness Center Sports Stadium is saddle-shaped with a construction area of about 140,000m~(2). The rippled roof and fa?ade are assembled with ultra-long variable cross-section spiral aluminum plate units. The largest aluminum plate unit is 1.5 tons heavy and 13 meters long. The main structure of this project is the steel structure that can deform due to the factors such as temperature and subsidence, thus making it difficult to accurately install the aluminum plate curtain wall. During construction, the total station is used several times for data acquisition to generate the BIM model, which is aligned, compared and analyzed with the theoretical 3D model for providing the accurate support for the construction process. A 1:1 main truss of the steel structure is erected on the fa?ade to simulate the tire frame erection and assembly the ultra-long variable cross-section spiral aluminum plate units on site. The main steel structure, with the lowest point at 26 meters and the highest point at 49 meters, is lifted by the truck cranes and inserted for installation from up to down. This process is a new curtain wall construction method that increases the installation efficiency by 30%, improves the construction quality and guarantees the construction safety. It can provide the technical reference for the curtain wall work of other similar large sports stadium projects in the future.
机译:青岛市民健身中心体育馆呈马鞍形,建筑面积约14万m〜(2)。波纹状的屋顶和立面由超长的可变截面螺旋铝板单元组装而成。最大的铝制板单元重1.5吨,长13米。该项目的主要结构是由于温度和沉降等因素而可能变形的钢结构,因此很难准确地安装铝板幕墙。在施工期间,全站仪会多次用于数据采集以生成BIM模型,然后将BIM模型与理论3D模型进行对齐,比较和分析,从而为施工过程提供准确的支持。在立面上立起一个1:1的钢结构主桁架,以模拟轮胎架的架设并在现场组装超长可变截面螺旋铝制板单元。最低点为26米,最高点为49米的主要钢结构由卡车起重机吊起并从上向下插入进行安装。该工艺是一种新型幕墙施工方法,可将安装效率提高30%,提高施工质量,并保证施工安全。它可以为将来其他类似大型体育馆项目的幕墙工程提供技术参考。

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