CAJ | 학술논문

针对乌东德大坝的施工特点，采用计算机仿真技术对其混凝土浇筑进行了全过程仿真模拟。为加快大坝上升速度、提高总工期和关键节点工期完成保证率，通过调整不同的施工参数对乌东德拱坝施工进度进行了优化分析。最终提出采取全年接缝灌浆方案且灌区高度取9 m、最大悬臂高度为70 m、孔口部位坝块采用3m浇筑层厚等措施较有利于加快大坝混凝土施工进度。仿真结果验证了原设计制定的施工方案与施工进度计划的合理性。
침대오동덕대패적시공특점，채용계산궤방진기술대기혼응토요축진행료전과정방진모의。위가쾌대패상승속도、제고총공기화관건절점공기완성보증솔，통과조정불동적시공삼수대오동덕공패시공진도진행료우화분석。최종제출채취전년접봉관장방안차관구고도취9 m、최대현비고도위70 m、공구부위패괴채용3m요축층후등조시교유리우가쾌대패혼응토시공진도。방진결과험증료원설계제정적시공방안여시공진도계화적합이성。
In view of the construction characteristics of Wudongde Dam, computer simulation technology is adopted to simulate the whole process of concrete construction of the arch dam. In order to accelerate the lifting speed of dam and improve the guaran-teed completion rate of total construction period and key node periods, an optimal analysis is carried out for the construction schedule by adjusting different construction parameters. The analysis results also show that employing the joint grouting scheme in the whole year with 9m height of grouting zone, the maximum cantilever height of 70m, placement layer thickness of 3m for the dam blocks at the orifices is beneficial to speed up the construction progress of dam concrete placement. The simulation results show that the original design of construction scheme and construction schedule is reasonable and feasible.