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一、前言目前在我国港工建筑中,高桩梁板式码头是比较重要的码头结构型式。为适应港口建设现代化的需要,交通部第四航务工程局在湛江一区南新建港区兴建若干座万吨级码头,采用了上述这种型式。为了做到精心设计、精心施工,受该局委托,我所进行了高桩码头五跨排架整体模型试验。模型试验取一整段高桩码头,共五跨(六榀)排架,作为连续空间结构,对四种排架桩基布置方案在门机荷载、火车荷载及水平荷载下的结构内力进行了试验和分析比较。此外并进
I. Preface At present, in our country Hong Kong construction workers, the high-pile beam plate wharf is the more important wharf structure type. To meet the needs of the modernization of port construction, the Fourth Navigation Engineering Bureau of the Ministry of Communications has constructed a number of 10,000-ton wharfs in the South New Port Construction Area of Zhanjiang District 1, adopting the above type. In order to achieve meticulous design and meticulous construction, commissioned by the council, I carried out a five-span high-pile wharf overall model test. In the model test, a whole section of piled wharf was taken and a total of five spans (six 榀) were arranged. As a continuous space structure, the structural internal forces of four kinds of arrangements of pile-supported piles were calculated under door load, train load and horizontal load Test and analysis comparison. In addition to go hand in hand