水电与新能源
水電與新能源
수전여신능원
HYDROPOWER AND NEW ENERGY
2015年
1期
60-62,68
,共4页
汪碧飞%何文娟%曾又林
汪碧飛%何文娟%曾又林
왕벽비%하문연%증우림
溢流堰%工作闸门%Mises应力%静水压力%起吊工况%加固
溢流堰%工作閘門%Mises應力%靜水壓力%起弔工況%加固
일류언%공작갑문%Mises응력%정수압력%기조공황%가고
overflow weir%working gate%Mises stress%hydrostatic pressure%lifting case%reinforcement
对丹江口水电站进水口堰顶溢流工作闸门进行了静力挡水与起吊工况的计算分析，在此基础上，对闸门薄弱部位采取了补强措施，对补强后的闸门重新复核，得到了合理的加固方案。
對丹江口水電站進水口堰頂溢流工作閘門進行瞭靜力擋水與起弔工況的計算分析，在此基礎上，對閘門薄弱部位採取瞭補彊措施，對補彊後的閘門重新複覈，得到瞭閤理的加固方案。
대단강구수전참진수구언정일류공작갑문진행료정력당수여기조공황적계산분석，재차기출상，대갑문박약부위채취료보강조시，대보강후적갑문중신복핵，득도료합리적가고방안。
Numerical analysis is carried out on the working gate on overflow weir in water intake in Danjiangkou Hydro-power Station.Two working conditions are considered, including the hydrostatic water-retaining case and the lifting case.Based on the calculation results, reinforcement measures are proposed to strengthen the vulnerable part.After a double check of the reinforced gate, a reasonable scheme is recommended.
