摘要
驳船队比较宽、比较长,再加上操纵不灵便,在桥梁设计开始阶段,对桥型、通航宽度和撞上概率等三方面对它及早考虑是应该的。但是,由于驳船的使用日渐减少,驳船队一撞就散,撞击力比较小,因此驳船队的撞击力不成为撞塌桥墩的控制因素。本文从驳船队连接特点出发,求出两边驳船对被撞驳船的附加力;并从冲击动力学的理论出发,计算出后面驳船对被撞驳船压力峰值与第一撞击力峰值的时间差,说明叠加之后远小于该航道上相当载重量的单船的撞击力。所以,计算航行船舶对桥墩的撞击力时,主要应该考虑单体船。因此也对我国公路桥梁设计规范源出于驳船队的规定和美国各州公路和运输工作者协会(AASHTO)的指南中关于驳船队的研究,进行了讨论。
A barge fleet has big length and breadth and it is not easy to operate because of the mono-hull ship and so at the beginning of bridge design stage, the designer would consider these three factors including bridge type, navigable width and probability of the ship collision with pier. However, there are less and less barges and the barge fleet may disperse immediately after collision with bridge happens, because collision force is small and the collision force would not be the control factor in the ship collision with bridge pier.This paper discusses the peculiarity of the link between the barges in the fleet and the append force from the two close barge and the interval time between two peak values of force are calculated. And when the two peak values of force are piled up the result is far smaller than the peak value of the mono-hull ship. So, when we calculate the force of the collision we should consider the mono-hull ship.This paper also discusses the guides about the barge collision with bridge of China and AASHTO.
出处
《广东造船》
2012年第1期59-62,58,共5页
Guangdong shipbuilding
关键词
驳船队
驳船撞墩
通航宽度
峰值的时间差
边驳的附加力
Barge fleet
Barge collision with the bridge
Navigable width
Interval time between two peak values
Appends force from two close barges