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港湾工程码头建筑中,高桩台岸壁结构应用最广。而结构计算工作和许多计算方法,往往由于计算复杂,在实际工程设计中难以推广和应用。目前,在实际工程上,人们对柔性桩台的桩力计算,常把桩台视为刚性或无刚性来解得桩力。但在确定桩台横梁弯矩时,有的竟当作刚性支座上的连续梁计算,当然这样解算结果是有很大的偏差(特别对横梁的弯矩)。本文提供一种简化计算法,既能节省繁杂的计算工作,又能保证工程设计要求的精确度。
Harbor Engineering Pier construction, high pile platform is the most widely used. However, structural calculation and many calculation methods are often difficult to popularize and apply in practical engineering due to complicated calculation. At present, in practical engineering, people often calculate the pile force of flexible pile table, and often regard pile platform as rigid or non-rigid to solve pile force. However, in determining the bending moment of pile beams and beams, some of them should be considered as continuous beams on rigid supports. Of course, there is a great deviation (especially the bending moment of beams). This article provides a simplified calculation method, which can save complicated calculations, but also ensure the accuracy of engineering design requirements.