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本文对五强溪水电站的弧形门预应力闸墩的工作状态进行了试验研究.对在预应力锚束及弧门推力作用下,支承体锚块及闸墩的应力状态以及预应力锚束的布置方式和吨位等问题进行了研究。结果表明:预应力支承结构的设计是合理的。
In this paper, the working status of prestressed pier with curved gate in Wuqiangxi Hydropower Station was studied.With the prestressing force of anchor beam and arc gate, the stress state of anchor block and gate pier and the prestressed anchor beam The layout and tonnage and other issues were studied. The results show that the design of prestressed support structure is reasonable.