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Brandschutztechnischer Nachweis von historischen Stahlstützen am praktischen Beispiel

机译:实际举例的历史钢铁支撑的防火证明

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The Wiesendamm 22-30 industrial complex in Hamburg was established in 1917. The building was designed for the Heidenreich & Harbeck machine factory and in the following years was expanded, rebuilt, partially deconstructed and converted in its usage; in 1937 the structure of the building was substantially expanded. It is planned to re-use the building as a public theatre. In the fire safety strategy and in alignment with the building authorities, the minimum fire resistance for the building structure (including the steel columns) was set to 90 minutes. It soon became apparent that any form of passive fire protection of the columns should be avoided. Therefore all parties agreed that the steel columns should be subjected to a natural fire design scenario. The challenge lies in particular in the fact that more than 70 columns have to be considered in case of fire. There are ten different cross-sections, six different buckling lengths and six different loads. Furthermore, the columns are distributed throughout the building and thereby subjected to different thermal influences in case of fire. Finally, the applicability of the stress-strain relationship as well as the thermal material characteristics of the steel DIN EN 1993-1-2 from 1917 in the event of a fire is questionable. In the course of an economical approach, the steel columns were grouped with respect to the expected thermal exposure and subjected to corresponding fire simulations using the field model FDS. Regarding the existing mechanical stress on the columns, the most affected columns were identified, assigned to the groups of thermal influences and measured/modeled under fire conditions. To validate the above fire engineered approach, samples were taken from the columns and examined regarding their strength and stress-strain-relationships at both normal and high temperatures. Accompanied by a literature research, the basic assumptions of the structural fire design simulations could be determined. The article describes the chosen procedure, calculations and associated test results.
机译:汉堡的WIESENDamm 22-30工业综合体于1917年成立。该建筑专为Heidenreich&Harbeck机械厂而设计,在接下来的几年中被扩展,重建,部分解构和转换使用; 1937年建筑物的结构基本上扩大。计划重新使用建筑物作为公共剧院。在消防安全战略和建筑物当局对齐方面,建筑物结构(包括钢柱)的最小耐火性设定为90分钟。显而易见的是,应避免任何形式的无源防火保护。因此,所有各方都同意钢柱应受到自然火灾设计情景。挑战尤其在于,在火灾的情况下必须考虑超过70列。有十种不同的横截面,六个不同的屈曲长度和六种不同的负载。此外,列在整个建筑物中分布,从而在发生火灾时经受不同的热影响。最后,在火灾发生的情况下,应力 - 应变关系的适用性以及钢DIN 1993-1-2的热材料特征是值得怀疑的。在经济方法的过程中,钢柱相对于预期的热暴露进行分组,并使用现场模型FDS进行相应的火灾模拟。关于柱上的现有机械应力,鉴定了最多受影响的柱,分配给热影响和在火灾条件下测量/建模。为了验证上述消防方法,取自柱子样品,并在正常和高温下检查它们的强度和应力 - 应变关系。伴随着文献研究,可以确定结构火灾设计模拟的基本假设。本文介绍了所选过程,计算和相关的测试结果。

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