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Dublin conference centre

机译:都柏林会议中心

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Dublin's National Conference Centre (NCC) is not just an iconic structure, it is also an incredibly complex and challenging building. Located in Dublin's Docklands area, overlooking the River Liffey, the £183M project consists of two levels of basement car parking, a 45m × 60m exhibition hall at ground level, a 35m × 47m exhibition hall at first floor level with an auditorium stacked on top, and public access from three separate levels. The use of steelwork has also come to the fore on this project as a series of trusses located on each floor were seen as the best structural answer.rnBuilding and designing a structure with three large open areas, all on top of one another, required considerable interaction between the team members. The complex structural steel design model designed by O'Connor Sutton Cronin took 9 months to develop. From it the project was priced by Fisher Engineering. Further development of the model (a joint effort between O'Connor Cronin Sutton and Fisher Engineering) took a another 9 months.rnAll of the concrete structure in contact with the ground was specified as GGBS concrete to meet the 100-year design life criteria and the requirement to provide resistance to sulphates in the ground. The basement structure is designed as a Grade 2/3 environment and this is achieved using a Type B structure (crack width design) to BS 8102 1990. The external cladding system is designed such that the perimeter steel columns are in a fully internal dry environment.
机译:都柏林的国家会议中心(NCC)不仅是标志性的建筑,而且还是一座极其复杂和具有挑战性的建筑。 £ 183M项目位于都柏林的Docklands地区,俯瞰利菲河(River Liffey),包括两层地下停车场,一层45m×60m的展览厅,一层的35m×47m的展览厅以及顶部堆放的礼堂。 ,以及来自三个不同级别的公共访问权限。钢结构的使用在该项目中也很受关注,因为位于每个楼层的一系列桁架被认为是最佳的结构解决方案。rn建造和设计具有三个大的开放区域的结构,这些区域彼此重叠,需要大量的空间。团队成员之间的互动。奥康纳·萨顿·克罗宁(O'Connor Sutton Cronin)设计的复杂结构钢设计模型需要9个月的开发时间。由此项目由费舍尔工程公司定价。该模型的进一步开发(由O'Connor Cronin Sutton和Fisher工程公司共同努力)又花了9个月。rn所有与地面接触的混凝土结构均指定为GGBS混凝土,以满足100年设计寿命标准,并且提供对地下硫酸盐的抵抗力的要求。地下室结构设计为2/3级环境,这是使用BS 8102 1990的B型结构(裂缝宽度设计)来实现的。外覆层系统的设计应使周边钢柱处于完全内部干燥的环境中。

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    《Structural engineer》 |2008年第21期|13-14|共2页
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  • 入库时间 2022-08-18 00:21:32

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