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METHOD FOR CONSTRUCTING A CONCRETE DAM IN A RIVER CANYON

机译:在河谷中构造混凝土坝的方法

摘要

The invention relates to hydraulic engineering and may be applied in the construction of concrete gravity dams on mountain rivers which flow through narrow canyons. The concrete dam is built in two stages. At the first stage, a reinforced concrete platform 9 is erected above the river, at an elevation sufficient to allow flood waters to pass, and concrete for the upper part 10 of the dam is laid onto said platform. At the second stage, concrete is laid into the lower part 11 of the dam. The first stage is started prior to completion, and the second stage is started after the carrying out, of work related to drilling spillway tunnels, backfilling upstream and downstream cofferdams, diverting the river to the spillway tunnels and draining the foundation trench. The technical result of the invention is a reduction in dam construction lead times due to the earlier commencement of work related to laying of the concrete in the body of the dam. To enable the use of spillway tunnels with a smaller throughput capacity, and thereby reduce capital expenditure in construction of the dam, work related to diverting the river into the spillway tunnels, the laying of concrete in the lower part of the dam and the subsequent sealing off of the spillway tunnels, is carried out in the low streamflow period.
机译:本发明涉及水利工程,可用于在狭窄峡谷中流动的山区河流上建造混凝土重力坝。混凝土大坝分为两个阶段。在第一阶段,在河上方竖立一个钢筋混凝土平台9,其高度足以使洪水通过,并将大坝上部10的混凝土铺设在所述平台上。在第二阶段,将混凝土铺设到大坝的下部11中。第一阶段在完成之前开始,第二阶段在完成之后开始,其工作与钻探溢洪道隧道,回填上游和下游围堰,将河流分流到溢洪道隧道和排干基础沟槽有关。本发明的技术结果是由于较早开始与在坝体中铺设混凝土有关的工作而减少了坝的建造周期。为了能够使用吞吐能力较小的溢洪道,从而减少大坝建设的资本支出,涉及将河流分流到溢洪道的工作,在大坝下部铺设混凝土以及随后的密封溢洪道隧道的关闭是在低水流期进行的。

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