整体式船闸闸室多种工况下结构稳定计算分析  

Analysis on the calculation of the structural stability of monolithic type lock chamber under multiple operation conditions

作　　者：刘祖斌 吴小娟 

机构地区：[1]江西省峡江水利枢纽工程管理局,江西南昌330046 [2]江西省景德镇市玉田水库管理处,江西景德镇333000

出　　处：《江西水利科技》2014年第1期28-30,共3页Jiangxi Hydraulic Science & Technology

摘　　要：由于现场断层的揭露,峡江水利枢纽6#~10#闸室结构段由原分离式调整为整体式.本文通过对整体式闸室结构在船闸运行期、检修期、完建期和施工期的多种工况下,进行闸室抗滑、抗倾和抗浮稳定计算,分析计算结果,提出合理化建议,为船闸工程合理安排施工进度提供了有利依据.Due to the exposed faults, the 6th^10th lock chamber structure has been adjusted to monolithic structure from separate structure. Through the calculation of the chamber anti-sliding, anti-overturning and anti-floating stability to the monolithic cham-ber structure in the lock operation period, maintenance period, finishing construction period and construction period under various operation conditions, the results wan analyzed and the reasonable suggestion is proposed in order to provide the favorable basis for the reasonable arrangement of lock project construction.

关 键 词：水利枢纽 闸室结构 稳定计算 

分 类 号：U641.6[交通运输工程—船舶及航道工程]