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Failures of Concrete Slit Drains, Caused by Inappropriate Dilation Material Inserted into Multi-Layer Road Systems

机译:由插入多层道路系统的不恰当的扩张材料引起的混凝土狭缝漏洞的故障

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This paper introduces a real case from construction practice illustrating extensive damage to concrete slit drains, followed by the relevant computer simulation. From the computer simulation and lab tests it follows that the failures of concrete slit drains can be easily caused by deformations of the concrete slabs constituting the surrounding multi-layer road system. Thermally-induced expansions and contractions, as well as concrete shrinkage, produce, in non-dilating connection, stress in the link between the multi-layer road system and the lateral walls of the slit drains. The slit drains are highly sensitive even to a very small malfunction of the expansion joints (e.g. clogging of the slit by solid materials), or their bad installation. It is apparent that failures (cracks) in the slits arise even by the slight compression of a slit drain (to the order of tenths of a millimetre). The analysis presented shows the necessity for a careful installation of expansion joints during the placement of the slit drains into the surrounding multi-layer system, which could induce horizontal pressures on the drains. The study is concluded by recommendations for designers.
机译:本文介绍了一个实际情况,从施工实践中说明了对混凝土狭缝排水沟的广泛损坏,其次是相关的计算机仿真。从计算机仿真和实验室测试,它遵循混凝土狭缝漏极的故障可以通过构成周围的多层道路系统的混凝土板的变形来容易地引起。热诱导的膨胀和收缩,以及混凝土收缩,在非扩张连接中产生,在多层道路系统和狭缝漏极的横向壁之间的链路中的应力。狭缝漏极均匀敏感,甚至是膨胀接头的非常小的故障(例如通过固体材料堵塞狭缝),或它们的糟糕的安装。显而易见的是,即使通过狭缝漏极的轻微压缩(到毫米的十分之大),狭缝中的故障(裂缝)也会出现。所提出的分析表明,在将狭缝漏极放入周围的多层系统中,仔细安装伸缩缝的必要性,这可能会诱导漏极上的水平压力。该研究由设计人员的建议结束。

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