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Dimensional stability of reinforced bitumen sheets as a possible source of flat roof defects

机译:加筋沥青板的尺寸稳定性可能是导致屋顶平整的原因

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This paper follows up on the results of a research presented at the conference Building Defects 2017. The paper deals with the dimensional stability of bitumen sheets. The manifestation of insufficient dimensional stability is the shrinkage of bitumen sheets in the transverse joints. Shrinkage of bitumen sheets with reinforced polyester liner and a non-reinforced glass fiber is primarily due to insufficient technological discipline. The paper deals with the influence of melting of the sheet on its possible shrinkage during roof exposure. Previous research has shown that the shrinkage happening during melting accounts for more than 50 % of the total shrinkage. The aim of this paper is to show the size of the effect on the biasing of the load-bearing insert during the realization of the waterproofing layer in bitumen sheets with a glass-reinforced polyester carrier liner. The experiment, expressed by the dimensional stability test according to ?SN EN 1107, was performed in a laboratory on three samples of bitumen sheets. Bitumen sheets had different types of reinforcement and a different weight of the carrier liner.
机译:本文是在2017年建筑缺陷大会上提出的一项研究结果的后续报告。本文涉及沥青薄板的尺寸稳定性。尺寸稳定性不足的表现是沥青在横向缝中的收缩。具有增强的聚酯衬里和非增强的玻璃纤维的沥青片的收缩主要是由于技术纪律不足。本文探讨了屋顶暴露期间板材熔化对其可能收缩的影响。先前的研究表明,熔化过程中发生的收缩占总收缩的50%以上。本文的目的是显示在带有玻璃纤维增​​强聚酯载体衬里的沥青片材中实现防水层时,对承重插入件偏压产生影响的大小。在实验室中,对三种沥青薄板样品进行了根据?SN EN 1107的尺寸稳定性测试表示的实验。沥青片材具有不同类型的增强材料和不同重量的载体衬里。

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