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Design of the girders of a vertical lift gate - a new approach

机译:垂直提升门的大梁设计-一种新方法

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摘要

For a high head gate with an upstream skin plate and a conventional sealing arrangement, the location of the horizontal girder is determined based on either equal load or equal reaction on each girder, without considering the deflection at the top of the skin plate. In the method proposed in this paper, the location of the horizontal girder is determined with due consideration to this equal reaction in order to provide a unique cross-section of all the girders, deflection of the top girder, and the possibility of the bottom girder flange being hit by the water jet of the hydraulic jump on the downstream side of the gate. For the upstream skin plate and upstream top rubber seal, the deflection of the top of the skin plate is restricted to 80% of the pre-compression of the rubber seal, and the allowable deflection of other horizontal girders are span/800, as per the Bureau of Indian Standards code IS:4622W. A formula for calculating the number of girders is also proposed, as the current procedure gives a higher value for the same thickness of skin plate. The proposed methods are described step-by-step for determining the number of horizontal girders, as well as their location.
机译:对于具有上游蒙皮板和常规密封装置的高水位闸门,水平梁的位置是基于每个梁上的相等载荷或相等反作用力来确定的,而无需考虑蒙皮板顶部的挠度。在本文提出的方法中,确定水平梁的位置时要充分考虑到这种相等的反应,以便提供所有梁的独特横截面,顶部梁的挠度以及底部梁的可能性法兰被闸门下游侧的液压跳水喷水撞击。对于上游蒙皮板和上游顶部橡胶密封,蒙皮板顶部的挠度限制为橡胶密封预压缩的80%,其他水平大梁的允许挠度为span / 800,根据印度标准局代码IS:4622W。还提出了计算大梁数量的公式,因为当前程序对于相同厚度的蒙皮板给出了更高的值。逐步描述了所提出的方法,以确定水平大梁的数量及其位置。

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