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Steel stress monitoring analysis for water pressure test of spiral case

机译:螺旋壳水压试验钢胁迫监测分析

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Taking the water pressure test of Hohhot Pumped Storage Power Station as the research object,the steel stress was analyzed by monitoring data of 3# spiral case.It could be found that the change of steel case stress was closely related to the change of water pressure,multi-correlation coefficients were between 0.993 and 1.000.The largest steel stress (194.65MPa) was less than steel yield strength (610MPa) when the spiral case was faced to the largest inner water pressure.When the inner water pressure was up to holding pressure (3.24MPa),stress of spiral case was 20.73MPa.Under same water pressure,the stresses of up and down socket ring were 1.1-1.8 times as much as others in same section.When the largest inner water pressure was transmitted to the spiral case,3.24MPa internal water pressure was endured by spiral case and 3.36MPa pressure was shared by spiral case and unit concrete.The results show that stress change of 3# spiral case is normal and steel is worked in the elastic range.
机译:采用呼和浩特泵浦存储发电站的水压试验作为研究对象,通过监测3#螺旋案的数据分析钢胁迫。可以发现钢箱应力的变化与水压的变化密切相关,多相关系数在0.993和1.000之间。当螺旋形式面对最大的内部水压时,最大的钢胁迫(194.65MPa)小于钢屈服强度(610MPa)。当内部水压升高时压力(3.24MPa),螺旋形壳的应力为20.73MPa。在相同的水压下,上下插座的应力与其他部分相同的1.1-1.8倍。当内部水压力最大的内部水压传播到时螺旋形式,3.24MPa内部水压通过螺旋形式耐受,并通过螺旋形壳和单位混凝土共用3.36MPa压力。结果表明,3#螺旋形外壳的应力变化是正常的,钢在弹性范围内工作。

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