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Design of glulam arched roof structures with steel joints

机译:带钢接头的胶合木拱形屋顶结构设计

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摘要

In the paper the design and construction problems of renovation of an old theatre roof are presented. The theatre was designed by Finnish architects A. Lindgren and V. Lonn and erected at the beginning of this century (1910...1913). At the end of the World War II it was bombed (1944) and partly burned down and then after 1.5 years of staying in ruins in 1945-50 it was restored (see Figure 1). Now after half a century, in 1995 owners of the theatre wanted to develop and to arrange new halls under the roof without changing the outside shape of the building. Consequently the roof trusses occupying the space under the roof had to be replaced by some other structural arrangement (see Figure 2).
机译:本文提出了旧剧院屋顶翻新的设计和施工问题。该剧院由芬兰建筑师A. Lindgren和V. Lonn设计,并于本世纪初(1910 ... 1913)建成。第二次世界大战结束时,它遭到轰炸(1944年),部分被烧毁,然后在1945-50年留在废墟中1.5年后恢复原状(见图1)。半个世纪后的1995年,剧院的主人希望在不改变建筑物外观的前提下开发并在屋顶下布置新的大厅。因此,占据屋顶下方空间的屋顶桁架必须替换为其他一些结构布置(参见图2)。

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