CN2767501Y - Soil dam with counterfort type reinforced concrete wall panel - Google Patents
Soil dam with counterfort type reinforced concrete wall panel Download PDFInfo
- Publication number
- CN2767501Y CN2767501Y CN 200420054079 CN200420054079U CN2767501Y CN 2767501 Y CN2767501 Y CN 2767501Y CN 200420054079 CN200420054079 CN 200420054079 CN 200420054079 U CN200420054079 U CN 200420054079U CN 2767501 Y CN2767501 Y CN 2767501Y
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- China
- Prior art keywords
- reinforced concrete
- wall panel
- steel concrete
- concrete wall
- dam
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- Expired - Fee Related
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Abstract
The utility model relates to a solid dam with a righting arm type reinforced concrete wall panel. The utility model is composed of a water blocking reinforced concrete wall panel, a reinforced concrete wave prevention wall, a reinforced concrete strengthening transverse beam, a frame of a reinforced concrete righting arm, a reinforced concrete bottom plate, water drainage holes and an embankment dam body. The utility model is characterized in that the upper part of the water blocking reinforced concrete wall panel is provided with the reinforced concrete wave prevention wall, and the lower part is provided with the reinforced concrete bottom plate which is provided with the water drainage holes; the back surface of the water blocking reinforced concrete wall panel is provided with the reinforced concrete strengthening transverse beam, the frame of a reinforced concrete righting arm and the embankment dam body. The solid dam with a righting arm type reinforced concrete wall panel has the characteristics of short construction period, fund saving, easy construction and integration of safety, economy and environment protection, and belongs to a novel dam body in medium and small-sized reservoir water construction.
Description
Technical field: the utility model relates to a kind of hydraulic architecture, specifically holds up arm-type steel concrete shingle nail earth dam.
Background technology: at present, middle-size and small-size reservoir construction generally all adopts the earth and rockfill dam structure, and the earth and rockfill dam volume of this structure is big, and soil property index and construction are rolled the quality requirement strictness.In the massif district that clay lacks, in order to select qualified stock ground, often need take over farmland or wasteland for use sometimes especially.So not only vegetation destruction also because of factors such as transportation and expropriation of land reparationss, improves the cost of engineering.Especially also often iced and pushed away or the destruction of frost heave at the meet water bank protection of a side of cold district dam.
Summary of the invention: the purpose of this utility model be to design a kind of easy construction, security and stability strong, save investment, environmental, beautify the environment, time saving and energy saving hold up arm-type steel concrete shingle nail earth dam.Its technology contents is, hold up arm-type steel concrete shingle nail earth dam, hold up arm framework, reinforced concrete floor, drain hole, earth and rockfill dam body to constitute by dash steel concrete shingle nail, steel concrete wave wall, steel concrete web beam, steel concrete, it is characterized in that, dash steel concrete shingle nail is provided with the steel concrete wave wall, has reinforced concrete floor, reinforced concrete floor is provided with drain hole, dash reinforced concrete wall back side of panel is provided with the steel concrete web beam, steel concrete is held up arm framework and earth and rockfill dam body.The utility model is compared its advanced part and is with prior art, hold up arm-type steel concrete shingle nail earth dam, have that reasonable in design, scientific structure, easily construction, Jian are complete, economy, environmental protection characteristics, thereby overcome existing middle-size and small-size earth and rockfill dam body, weak points such as construction costs height, construction difficulty, unfavorable environmental protection.
Description of drawings:
This figure cuts open structural representation for the utility model side;
Wherein, steel concrete wave wall 1, dash steel concrete shingle nail 2, steel concrete are held up arm framework 3, steel concrete web beam 4, reinforced concrete floor 5, drain hole 6, earth and rockfill dam body 7.
The specific embodiment: the utility model is remake description further below in conjunction with accompanying drawing, dash steel concrete shingle nail 2 is provided with steel concrete wave wall 1, has reinforced concrete floor 5, reinforced concrete floor 5 is provided with drain hole 6, dash steel concrete shingle nail 2 back sides are provided with steel concrete web beam 4, steel concrete is held up arm framework 3 and earth and rockfill dam body 7, more than just constitute the utility model.
Claims (1)
1, holds up arm-type steel concrete shingle nail earth dam, hold up arm framework, reinforced concrete floor, drain hole, earth and rockfill dam body to constitute by dash steel concrete shingle nail, steel concrete wave wall, steel concrete web beam, steel concrete, it is characterized in that, dash steel concrete shingle nail is provided with the steel concrete wave wall, have reinforced concrete floor, reinforced concrete floor is provided with drain hole, dash reinforced concrete wall back side of panel is provided with the steel concrete web beam, steel concrete is held up arm framework and earth and rockfill dam body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420054079 CN2767501Y (en) | 2004-12-28 | 2004-12-28 | Soil dam with counterfort type reinforced concrete wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420054079 CN2767501Y (en) | 2004-12-28 | 2004-12-28 | Soil dam with counterfort type reinforced concrete wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2767501Y true CN2767501Y (en) | 2006-03-29 |
Family
ID=36681361
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420054079 Expired - Fee Related CN2767501Y (en) | 2004-12-28 | 2004-12-28 | Soil dam with counterfort type reinforced concrete wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2767501Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277852A (en) * | 2011-05-04 | 2011-12-14 | 杨凌职业技术学院 | Teaching model for construction of earth and rockfill dam |
| CN102995608A (en) * | 2012-12-14 | 2013-03-27 | 中国水电顾问集团成都勘测设计研究院 | Soil-core-wall rock-fill dam and construction method thereof |
-
2004
- 2004-12-28 CN CN 200420054079 patent/CN2767501Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277852A (en) * | 2011-05-04 | 2011-12-14 | 杨凌职业技术学院 | Teaching model for construction of earth and rockfill dam |
| CN102277852B (en) * | 2011-05-04 | 2013-07-03 | 杨凌职业技术学院 | Teaching model for construction of earth and rockfill dam |
| CN102995608A (en) * | 2012-12-14 | 2013-03-27 | 中国水电顾问集团成都勘测设计研究院 | Soil-core-wall rock-fill dam and construction method thereof |
| CN102995608B (en) * | 2012-12-14 | 2015-09-30 | 中国电建集团成都勘测设计研究院有限公司 | A kind of Soil-core-wall rock-fill dam and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |