“瑞典斯德哥尔摩瑞典银行体育馆的悬挂基础板:16000立方米(21000立方码)的钢纤维增强混凝土”

X. Destrée, Hans Oscarsson, M. Pettersson
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引用次数: 2

摘要

仅钢纤维结构加固的速度为40-50kg/m3(66-82lb/cu yd),已被用作加固地面上浇筑的重载荷悬架板和另一方面由桩网支撑的基础板的唯一方法。典型的应用包括仓库、工厂、办公室和公寓大楼、塔楼,以及本文所示的运动场。跨度与深度的比值在8到22之间。索尔纳(瑞典斯德哥尔摩)的瑞典银行体育馆可容纳60,000个座位,该项目位于一个场地上,该场地没有显示任何可用的地面承载能力,因此在安装基础板之前,场地已经完全堆积。桩网位于3米(20英尺)和7米(25英尺)之间,板的厚度分别为300毫米(12英寸)和350毫米(14英寸)。悬空基础板由16000立方米组成。米(20700立方码)。总面积为50,000平方米(550,000平方英尺):足球场或作为展览和音乐厅的草地,技术室和外部停车区,分别在图3中以绿色,粉红色和橙色突出显示。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
"The Suspended Foundation Slab of the Swedbank Arena in Stockholm (Sweden): 16,000 m3 (21,000 cu yd) of Steel Fiber Reinforced Concrete"
Steel fibre-only structural reinforcement at a rate of 40-50kg/m3(66-82lb/cu yd) has been used as the sole method of reinforcement of heavily loaded suspended slabs cast on the ground on the one hand and foundation slabs supported by a grid of piles on the other hand. Typical applications include warehouses, factories, office and condominium buildings, towers and, as shown in this paper, sport arenas. The span to depth ratio is between 8 to 22. The 60,000 seating capacity Swedbank Arena in Solna (Stockholm, Sweden) is a project located on a site which does not show any available ground bearing capacity so that the site has been piled completely prior to installing the foundation slab. The pile grid lies between 3m (20ft) and 7m (25ft) distance and the slab’s thicknesses equal 300mm(12in) and 350mm(14in). The suspended foundation slab consists of 16,000cu.m(20,700cu yd). worth of steel fiber reinforced concrete, the total area being 50,000m2(550,000sq.ft): the grass area for the soccer game or as exhibition and concert hall, the technical rooms, and the external parking area, respectively highlighted in green, pink and orange in Fig.3.
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