首页> 外文期刊>Journal of Performance of Constructed Facilities >Collapse of a Reinforced Concrete Dome in a Wastewater Treatment Plant Digester Tank
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Collapse of a Reinforced Concrete Dome in a Wastewater Treatment Plant Digester Tank

机译:污水处理厂消化池中的钢筋混凝土圆顶坍塌

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摘要

Exponent Failure Analysis Associates was retained by a municipal government to perform an independent study of a fatal collapse in a local sewer treatment plant. The reinforced concrete dome shell covering a cylindrical prestressed concrete digester tank collapsed due to sludge overfilling. The collapsed dome, similar to domes on two adjacent identical tanks, showed radial and circumferential cracking prior to the collapse. Analysis showed the dome cracks were a result of temperature and shrinkage stresses, and of internal overpressure happening at some time prior to the overpressure resulting in the collapse. Inspections of the postfailure debris and analysis of the dome cracking preceding the collapse show practically no relationship between the dome condition prior to collapse and the failure. Failure of the sludge level monitoring system and the lack of a sludge overflow system are cited as the primary reasons for the failure.
机译:指数失效分析协会由市政府聘请,对当地下水道处理厂的致命倒塌进行独立研究。覆盖有圆柱形预应力混凝土消化池的钢筋混凝土圆顶外壳由于污泥过多而塌陷。塌陷的穹顶类似于两个相邻的相同储罐上的穹顶,在塌陷之前显示出径向和周向裂纹。分析表明,圆顶裂纹是温度和收缩应力的结果,并且是在超压导致坍塌之前的某个时间发生内部超压的结果。破坏后的碎片检查以及坍塌之前的拱顶开裂分析表明,坍塌之前的拱顶状况与破坏之间几乎没有关系。污泥水位监测系统的故障和污泥溢流系统的缺乏是导致故障的主要原因。

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