首页> 外文会议>Twentieth International Congress on Large Dams Vol.3: Question 78; Sep 19-22, 2000; Beijing, China >UPGRADING THE STABILITY OF THE EDER MASONRY DAM WITH PRESTRESSED VERTICAL ANCHORS
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UPGRADING THE STABILITY OF THE EDER MASONRY DAM WITH PRESTRESSED VERTICAL ANCHORS

机译:用预应力竖向锚固件提高砌体坝的稳定性

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The 47 m high Eder masonry dam was built of graywacke quarry-stones and lime trass mortar in 1908-1914. Some years ago the dam stability was reinvestigated which the consequence that the storage level had to be lowered. Prestressed permanent anchors, reaching from the top of the dam down to approximately 30 metres into the bedrock, were installed in order to achieve dam stability according to todays standards. The anchors, placed with 2.25 m spacing, were prestressed with an anchorforce of 4 500 kN each. The paper describes the stability analyses and the installation of the prestressed anchors.
机译:1908-1914年,高47 m的埃德砌筑水坝由Graywacke采石场和石灰石砂浆建造。几年前,对大坝的稳定性进行了重新调查,结果是必须降低存储水平。安装了预应力永久锚,该锚从大坝顶部向下延伸至基岩约30米,以根据当今的标准实现大坝的稳定性。以2.25 m的间距放置的锚分别用4 500 kN的锚力预应力。本文介绍了稳定性分析和预应力锚杆的安装。

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