高陂水利枢纽船闸闸室应力特性分析  

Study on Stresses Characteristics of Lock Chamber in Gaobei Water Conservancy Project

作　　者：张亚彬 ZHANG Yabin(Guangdong Hydropower Planning&Design Institute,Guangzhou 510635,China)

机构地区：[1]广东省水利电力勘测设计研究院

出　　处：《广东水利水电》2020年第3期51-53,57,共4页Guangdong Water Resources and Hydropower

摘　　要：通过对广东省韩江高陂水利枢纽船闸闸室的有限元分析,发现输水廊道的布置会对闸室底板受力产生不利影响,拉应力的分布规律、范围及数值均将改变,应采取必要的工程措施保证结构安全,可为类似工程的船闸闸室提供参考。Based on the finite element analysis of the lock chamber in Gaobei Water Conservancy Project of Hanjiang River in Guangdong province,it is found that the layout of the water conveyance corridor will adversely affect the force of the bottom plate of the lock room.The distribution of tensile stress,the area and the value of tensile stress will be changed,and necessary engineering measures should be taken to ensure the safety.In this paper,the analysis of the stress characteristics and distribution law of the lock chamber has a certain reference value for the lock Chamber of similar projects.

关 键 词：闸室 输水廊道 有限元 应力分布 

分 类 号：U641.3+1[交通运输工程—船舶及航道工程] TV61[交通运输工程—船舶与海洋工程]