系船柱抗剪设计的探讨  

Discussion on Bollard Shear-resistance Design

作　　者：肖志建[1] 李开元[1] 朱子平[1] 莫秋荣[1] 

机构地区：[1]中交第一航务工程勘察设计院有限公司,天津300022

出　　处：《港工技术》2016年第1期30-33,共4页Port Engineering Technology

摘　　要：本文对工民建行业外露式钢结构柱脚抗剪设计理论进行了详细介绍。结合系船柱构造及工作特点,建议在进行系船柱抗剪设计时,忽略底盘摩擦力及锚栓抗剪的影响。以系船柱各部件受力明确及充分发挥其材料性能为思路,提出设置专门抗剪措施的设计方案。为系船柱的抗剪设计提供了参考。A detailed introduction has been given to the shear-resistance design theory for the exposed steel structure toes of industrial and civil building. Based on bollard structure and features, it is suggested to ignore the effects of bottom head friction and shear bolt in the bollard shear-resistance design, and propose a design plan that includes special shear-resistance measures from the aspects of clarifying the stress on structural members of the bollard and making good use of materials, which will provide a reference for bollard shear-resistance design.

关 键 词：系船柱 抗剪设计 受力明确 

分 类 号：U653.2[交通运输工程—港口、海岸及近海工程]