Inverse drainage processing method in high concrete panel rock-fill dam construction period

A technology for concrete face and drainage treatment, which is applied in the direction of dams, barrages, weirs, etc., and can solve problems such as large dam volume, interference with dam construction, and impact on dam safety

Inactive Publication Date: 2009-05-13
CHINA GEZHOUBA GROUP CO LTD
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Problems solved by technology

[0002] High concrete face rockfill dams have a large amount of water added to the outside of the dam body and supplementary sprinkling of the dam surface during the construction process, resulting in a large amount of construction waste water. In addition, the dam body is large in size, with a lot of underground water seepage, and the elevation of the drainage body behind the conventional

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  • Inverse drainage processing method in high concrete panel rock-fill dam construction period
  • Inverse drainage processing method in high concrete panel rock-fill dam construction period
  • Inverse drainage processing method in high concrete panel rock-fill dam construction period

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Embodiment

[0020] For a concrete face rockfill dam with a dam height of 233m, during the construction period of the dam body, the abandoned water and underground seepage water were drained out of the dam by using the conventional drainage method combined with the drainage of the plinth wide groove. The first is to use the wide groove of the toe board for the dam construction waste water below the weir crest elevation of the water measuring weir behind the dam, and use the wide groove of the toe board, and use the reinforced gabion in the rockfill body in front of the dam to set up a temporary water collection well and erect a drainage pipe to drain the reverse osmosis water The second is to use the conventional water-measuring weir behind the dam to discharge water and underground seepage in the dam body above the weir crest elevation of the water-measuring weir behind the dam. The specific construction process is as follows:

[0021] (1) Drainage system layout in front of the dam

[00...

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Abstract

The invention relates to a reverse drainage treatment method during the construction period of a dam body of a high rock-fill dam provided with a concrete panel, which is a drainage method for treating dam body construction waste water and underground leaked water during the construction period of the high rock-fill dam provided with the concrete panel by combination of the prior drainage and toe board and wide slot drainage. The method comprises the following steps: firstly, as for the dam body construction waste water and the underground leaked water below the elevation on the top of a flow measurement weir on the rear of the dam, reinforced gabions are used for arranging a temporary collecting well and a drainage pipe inside a rock-fill before the dam for drainage, that is the reverse drainage treatment method is performed; and secondly, as for the dam body construction waste water and the underground leaked water on the elevation on the top of the flow measurement weir on the rear of the dam, drainage is still performed by adopting the prior flow measurement weir on the rear of the dam. The method breaks through the treatment range of reversely leaked water in the dam body during the construction period of the rock-fill dam covered by the DL/T5128-2001 construction specifications of the Construction Specifications for the Rock-fill Dam Provided with a Concrete Panel, solves the problem of drainage of the leaked water in the dam body in the construction process of the high rock-fill dam, and particularly guarantees the safety of construction of the concrete panel.

Description

technical field [0001] The invention relates to a method for discharging the water discarded during the construction of a high concrete face rockfill dam and underground seepage water to the outside of the dam. technical background [0002] High concrete face rockfill dams have a large amount of water added to the outside of the dam body and supplementary sprinkling of the dam surface during the construction process, resulting in a large amount of construction waste water. In addition, the dam body is large in size, with a lot of underground water seepage, and the elevation of the drainage body behind the conventional dam is relatively high. The water pressure formed in the high rockfill dam body is high. If the conventional drainage method is still adopted, the newly poured concrete slab near the toe plate in front of the dam may be broken down by the water seepage pressure in the dam body during the construction period, seriously affecting the dam body. Safety and interfer...

Claims

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Application Information

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IPC IPC(8): E02B7/06
Inventor 邓银启周厚贵杨启贵孙役王亚文王章忠
Owner CHINA GEZHOUBA GROUP CO LTD
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