论文部分内容阅读
介绍武汉红钢城大管径直桩浮式系靠码头的原型动力特性试验和浮式系靠设施在风、浪、流共同作用下的船舶荷载试验及浮式钢系靠设施在实际工作条件下运动状态的试验，结果表明码头横向刚度要比模型计算值大，码头采用多级消能，利用靠船桩、浮箱、护舷等的变位、变形以及水流阻力，使传到码头上的船舶荷载大大减小；浮式系靠设施消能效果明显，系统运转正常。采用浮式系靠设施后，克服了一般桩式码头无叉桩不能承受水平荷载的缺点，使施工更方便快捷。
This paper introduces the prototype dynamic characteristics test of floating pipes with large diameter and straight pile floating in Wuhan HongGuanCheng and the ship load test and the floating steel system rely on facilities of floating system rely on wind, The experimental results show that the transverse stiffness of the wharf is greater than the calculated value of the wharf and the wharf adopts multi-level energy dissipation. The displacement, deformation and water flow resistance of the pylons, pontoons and fenders are utilized to transmit to the wharf The ship load is greatly reduced. The floating system rely on facilities to dissipate energy obviously, and the system is in normal operation. The use of floating system rely on facilities to overcome the general pile pier without the horizontal load can not bear the shortcomings of the bridge, making the construction more convenient and quick.