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The Uneven Settlement Cause and Settlement Prediction of Xi Ying Sluice

机译:西莹水闸的不均匀解决原因及结算预测

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Xi Ying sluice built in Xishi River, Changzhou City, is a single span sluice with width of 6m. The chamber is pier wall structure of depressed reinforced concrete floor, when the chamber had a filling and discharging water during construction period, we found that the chamber appeared large uneven subsidence. According to the design, construction and other specific circumstances of Xi Ying sluice, by using three-dimensional finite element method to calculate and analyzed the settlement of the sluice, we studied on the genesis of the uneven settlement and predicted the settlement after the running. Analysis shows that the chamber of the uneven settlement is due to the jacking effect of concrete pile. The settlement has been basically completed caused by chamber weight, there will not be a substantial settlement; In the case of blocking water during operation period, chamber's settlement increment outside the river side and inside the river side are respectively 0.3mm and 0.4mm; through processing, the settlement of chamber won't affect the normal operation of sluice.
机译:西莹水闸建于常州市西生水闸,是单跨度宽度,宽6米。腔室是凹陷钢筋混凝土地板的码头结构,当腔室在施工期间有填充和排出水,我们发现腔室出现了大的不均匀沉降。根据Xi ying水闸的设计,施工和其他具体情况,通过使用三维有限元方法来计算和分析闸门的沉降,我们研究了不平衡结算的成因,并预测了运行后的沉降。分析表明,不均匀沉降的腔室是由于混凝土桩的千斤顶作用。结算基本完成由腔体重引起的,不会有一个实质性的解决;在运行期间阻挡水的情况下,河岸侧和河岸内的室内的沉降增量分别为0.3mm和0.4mm;通过加工,腔室的沉降不会影响水闸的正常运行。

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