High dam structure built on deep overburden of soil material shortage area

A technology of deep overburden and high dam, applied in infrastructure engineering, construction, water conservancy engineering, etc., can solve the problems of long transportation distance, increased investment, vegetation destruction, etc., to reduce consumption, improve construction speed, and reduce construction costs. cost effect

Active Publication Date: 2017-02-01
POWERCHINA CHENGDU ENG
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Problems solved by technology

This type of anti-seepage structure is applied in engineering areas with rich soil material sources for core walls. Although it has good economic benefits, it will also cause environmental problems such as occupation of cultivated land and destruction of vegetation.
In areas where the core wall soil material source is scarce, it will also increase the difficulty of obtaining the core wall soil material, lengthen the transportation distance, and increase the investment.

Method used

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  • High dam structure built on deep overburden of soil material shortage area

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Embodiment Construction

[0018] Such as figure 1 Shown is a high dam structure built on a deep overburden layer in a soil-deficient area provided by the present invention, which has fast construction speed, significantly reduced rare clay consumption, and significantly reduced construction cost. The high dam structure includes an excavation pit 1, a clay core wall 3 arranged in the dam body 2, and a concrete cut-off wall 5 arranged in the deep covering layer 4, and the high dam structure also includes a pile of foundation pits Stone backfill layer 6, the foundation pit rockfill backfill layer 6 is arranged in the excavated foundation pit 1, the clay core wall 3 is arranged on the top of the foundation pit rockfill backfill layer 6, the The concrete anti-seepage wall 5 vertically passes through the foundation pit rockfill backfill layer 6 and is embedded in the clay core wall 3, and the bottom of the excavated foundation pit 1 is reinforced with vibrating gravel piles. In the present application, a la...

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Abstract

The invention discloses a high dam structure built on a deep overburden of a soil material shortage area, and belongs to the technical field of design and construction of water conservancy and hydropower engineering buildings. The high dam structure provided by the invention has the advantages that the construction speed is high, the rare clay consumption is obviously lowered, and the construction cost is obviously reduced. The high dam structure comprises an excavation foundation pit, a clay core wall and a concrete diaphragm wall, and further comprises a foundation pit rockfill material back-filling layer, wherein the clay core wall is arranged in a dam body; the concrete diaphragm wall is arranged in the deep overburden; the foundation pit rockfill material back-filling layer is arranged in the excavation foundation pit; the clay core wall is arranged at the top of the foundation pit rockfill material back-filling layer; the concrete diaphragm wall penetrates through the foundation pit rockfill material back-filling layer in the vertical upward direction, and then is embedded into the clay core wall; and the bottom of the excavation foundation pit is reinforced by adopting a vibro-replacement stone column.

Description

technical field [0001] The invention relates to a high dam structure, in particular to a high dam structure built on a deep covering layer in an area where soil materials are scarce, and belongs to the technical field of water conservancy and hydropower engineering building design and construction. Background technique [0002] In recent years, as the country has stepped up efforts to develop hydropower in remote western areas, it has promoted the construction of a large number of high dams. These rivers located in alpine and valley areas often have deep cover layers. Constructing anti-seepage structures of high dams on deep overburden is one of the key technologies in engineering construction. [0003] At present, most of the anti-seepage structures of high dams built on the deep covering layer adopt the vertical anti-seepage structure connecting the soil core wall and the anti-seepage wall, and the connection parts between the soil core wall and the anti-seepage wall are ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B7/02E02B3/16E02D27/40
CPCE02B3/16E02B7/02E02D27/40
Inventor 王晓东余挺叶发明李建会余学明
Owner POWERCHINA CHENGDU ENG
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