江西水利科技
江西水利科技
강서수리과기
JIANGXI HYDRAULIC SCIENCE & TECHNOLOGY
2014年
1期
28-30
,共3页
水利枢纽%闸室结构%稳定计算
水利樞紐%閘室結構%穩定計算
수리추뉴%갑실결구%은정계산
Hydro-junction%Chamber structure%Stability calculation
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。
由于現場斷層的揭露，峽江水利樞紐6#~10#閘室結構段由原分離式調整為整體式。本文通過對整體式閘室結構在船閘運行期、檢脩期、完建期和施工期的多種工況下，進行閘室抗滑、抗傾和抗浮穩定計算，分析計算結果，提齣閤理化建議，為船閘工程閤理安排施工進度提供瞭有利依據。
유우현장단층적게로，협강수리추뉴6#~10#갑실결구단유원분리식조정위정체식。본문통과대정체식갑실결구재선갑운행기、검수기、완건기화시공기적다충공황하，진행갑실항활、항경화항부은정계산，분석계산결과，제출합이화건의，위선갑공정합리안배시공진도제공료유리의거。
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.
