CN201132806Y - Work platform around valley type red mud storage yard - Google Patents
Work platform around valley type red mud storage yard Download PDFInfo
- Publication number
- CN201132806Y CN201132806Y CNU2007202014428U CN200720201442U CN201132806Y CN 201132806 Y CN201132806 Y CN 201132806Y CN U2007202014428 U CNU2007202014428 U CN U2007202014428U CN 200720201442 U CN200720201442 U CN 200720201442U CN 201132806 Y CN201132806 Y CN 201132806Y
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- red mud
- platform
- cover plate
- hillside
- workplatform
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Abstract
The utility model discloses a cycling pool working platform of a valley-typed red mud dump. The working platform (1) is arranged along the hillside of the cycling pool and is connected with an initial dam (3). A flood intercepting drain (4) is arranged at one side of the platform near the hillside. The intercepting drain (4) is covered with a cover board (5) which is provided with leakage holes (6). An anchored channel (8) is arranged on one side of the platform near a reservoir region (7). An impermeable membrane (9) is laid in the anchored channel (8). Compacted clay (11) is filled on the impermeable membrane (9). One side of the impermeable membrane extends out of one side of the anchored channel and covers a side slope (10) of the reservoir region. A pavement (12) is paved over the anchored channel and a dead wall (13) is arranged on the edge of the side of the pavement near the reservoir region. The cycling pool working platform adopts a structure-compact design and arranges the flood intercepting drain and the anchored channel below the working platform so that the work amount of mountain-cutting and stone-breaking is reduced significantly, thereby reducing the project cost and the unstable factors of the hillside caused by cutting mountains and breaking stones.
Description
Technical field
The utility model belongs to the red mud dump field, the ring storehouse workplatform of mountain valley-type red mud dump in particularly a kind of alumina producing.
Background technology
Red mud is the waste residue that produces in the alumina producing, and except that can fully utilizing on a small quantity, each alumina producer all need be built special red mud dump and stack red mud.The site of red mud dump, natural condition and land resources situation according to alumina producer periphery landform can roughly be divided into mountain valley-type, sloping field type, flat type, basin type four classes.For concrete alumina producer, be limited to plant area's periphery physical environment and land resources situation, have to select the site of the suitable mountain valley-type place of area sometimes as red mud dump, the initial dam of constructing certain altitude at the mouth of a valley forms certain storage capacity.
The mountain valley-type stockyard is compared with the other types stockyard, the characteristics of mountain valley-type stockyard on floor plan are, with the initial dam dam crest absolute altitude massif around the stockyard about the same on, need build following facility: Great Gulch is cut in the ring storehouse, be used to tackle massif side slope rainwater, reduce the amount of rainfall that enters the stockyard; Anti seepage membrane anchoring ditch is used for the anti seepage membrane that storage yard slope is laid is fixed on the top anti-sliding stop; The dam crest perimeter path is used for managerial personnel tour is overhauled in the stockyard; Ring storehouse cloth tube is used for laying the red mud material in the stockyard.At present these facilities generally are provided with respectively, and this just need be halfway up the hill and build the workplatform of a circle broad, and the quantities that makes a sudden snatch of cutting into a mountain is very great, and bring hidden danger to the stability of slope of massif easily.How under the situation that satisfies the workplatform width, reducing the quantities of cutting into a mountain and making a sudden snatch as much as possible, is the problem that we need solve.
The utility model content
The purpose of this utility model is to provide a kind of ring storehouse workplatform of mountain valley-type red mud dump.This workplatform compact construction practicality can reduce the quantities of cutting into a mountain and making a sudden snatch greatly in the construction of platform, save construction costs, has also reduced the hillside labile factor that makes a sudden snatch and cause because of cutting into a mountain.The deficiencies in the prior art have been overcome.
The utility model is achieved in that hillside 2 settings of the ring storehouse workplatform 1 of mountain valley-type red mud dump along the ring storehouse, and is connected with the initial dam 3 that is located at the mountain valley mouth; Platform 1 is provided with a section Great Gulch 4 near a side on hillside 2, cuts the top of Great Gulch 4 and is stamped cover plate 5, and cover plate 5 is provided with two or more leaking holes 6; Platform 1 is provided with anchoring ditch 8 near a side of reservoir area 7, is equipped with anti seepage membrane 9 in the anchoring ditch 8, is filled with the clay 11 of compacting on the anti seepage membrane 9, and stretch out from a side of anchoring ditch 8 on one side of anti seepage membrane 9, rides on the side slope 10, with interior side slope 10 coverings the reservoir area in; Anchoring ditch 8 tops are equipped with road surface 12, and road surface 12 width extend to cover plate 5, and concordant with the upper surface of cover plate 5, are provided with barricade 13 at 12 edges, road surface near reservoir area 7 one sides.
In the ring storehouse workplatform of above-mentioned mountain valley-type red mud dump, described section Great Gulch 4 two ends are connected with the open drain 14 at initial dam 3 two ends; Cut Great Gulch 4 and have the gradient, its vertex is positioned at the solstics on initial dam 3 opposites, and lower-most point is positioned at the junction in initial dam 3 two ends and open drain 14.
In the ring storehouse workplatform of aforementioned mountain valley-type red mud dump, the sectional area of described section Great Gulch 4 calculates gained according to the rainfall runoff amount in the water catchment area of cutting Great Gulch 4 gradients and interception.
In the ring storehouse workplatform of aforementioned mountain valley-type red mud dump, the diameter of the leaking hole 6 on the described cover plate 5 or width are less than the width of maintenance vehicle wheel.
Compared with prior art, because workplatform needed facility in stockyard is provided with respectively in the prior art, therefore the required quantities that makes a sudden snatch of cutting into a mountain is very big in the construction, the utility model adopts the design of compact construction, and will cut Great Gulch and the anchoring ditch is located at below the workplatform, but do not reducing under the operation element planar width like this, total working face width has reduced a lot, therefore in the construction of platform, can reduce the quantities of cutting into a mountain and making a sudden snatch greatly, save construction costs, also reduced the hillside labile factor that makes a sudden snatch and cause because of cutting into a mountain.The deficiencies in the prior art have been overcome.
Description of drawings
Accompanying drawing 1 is a synoptic diagram of the present utility model;
Accompanying drawing 2 is vertical views of accompanying drawing 1;
Accompanying drawing 3 is that the utility model is always schemed in the distribution of reservoir area.
Being labeled as in the accompanying drawing: the 1-platform, the 2-hillside, the 3-initial dam, 4-cuts Great Gulch, 5-cover plate, 6-leaking hole, 7-reservoir area, 8-anchoring ditch, 9-anti seepage membrane, side slope in the 10-reservoir area, the clay of 11-compacting, 12-road surface, 13-barricade, 14-open drain, 15-cloth tube.
Embodiment
Embodiment.The ring storehouse workplatform of mountain valley-type red mud dump is as Fig. 1, Fig. 2 and shown in Figure 3.The ring storehouse workplatform 1 of mountain valley-type red mud dump is provided with along the hillside 2 in ring storehouse, and is connected with the initial dam 3 that is located at the mountain valley mouth; Platform 1 is provided with a section Great Gulch 4 near a side on hillside 2, cuts Great Gulch 4 two ends and is connected with the open drain 14 at initial dam 3 two ends; Cut Great Gulch 4 and have the gradient, its vertex is positioned at the solstics on initial dam 3 opposites, and lower-most point is positioned at the junction in initial dam 3 two ends and open drain 14.The sectional area that cuts Great Gulch 4 calculates gained according to the rainfall runoff amount in the water catchment area of cutting Great Gulch 4 gradients and interception.Cut the top of Great Gulch 4 and be stamped cover plate 5, cover plate 5 is provided with two or more leaking holes 6; The diameter of leaking hole 6 or width are less than the width of maintenance vehicle wheel.Platform 1 is provided with anchoring ditch 8 near a side of reservoir area 7, is equipped with anti seepage membrane 9 in the anchoring ditch 8, is filled with the clay 11 of compacting on the anti seepage membrane 9, and stretch out from a side of anchoring ditch 8 on one side of anti seepage membrane 9, rides on the side slope 10, with interior side slope 10 coverings the reservoir area in; Anchoring ditch 8 tops are equipped with road surface 12, and road surface 12 width extend to cover plate 5, and concordant with the upper surface of cover plate 5, are provided with barricade 13 at 12 edges, road surface near reservoir area 7 one sides.
During concrete enforcement, at first, on the Huan Ku hillside 2 suitable with initial dam 3 dam crest absolute altitudes, excavation one circle ring storehouse platform 1, its width is than the required big 1m of minimum width of maintenance vehicle pass-through.A side on close hillside 2 on platform 1, rectangle is set cuts Great Gulch 4, being starting point from initial dam 3 solstics, section Great Gulch 4 bottoms of trench of this point are vertex, aspect initial dam 3 is step-down gradually, and 3 two ends, dam and junction, hillside are established the rainwater that will cut in the Great Gulch 3 in open drain 14 and guided to the dam body downstream drain in the early stage.Cutting the cross dimensions and the gradient of Great Gulch 3 can calculate according to the rainfall runoff amount in the water catchment area of being tackled.
The ditch top of cutting Great Gulch 3 is provided with reinforced concrete cover plate 5, reserves some long strip shape leaking holes 6 every a determining deviation on the cover plate 5, and these leaking holes 6 enter the inlet that cuts Great Gulch 4 as the hillside rainwater, and the width of leaking hole 6 is less than the width of the wheel of maintenance vehicle.Load when cover plate 5 will be considered to overhaul vehicle pass-through.That is to say, cut the cover plate 5 of Great Gulch 4 and both can drain rainwater, is again the travel part of passage of maintenance vehicle.
In platform 1 a side near reservoir area 7, orthogonal ring storehouse anchoring ditch 8 is set, the anti seepage membrane 9 of laying on the side slope 10 extends to the inwall of anchoring ditch 8 the reservoir area in, lays proper after, in anchoring ditch 8, insert clay and also tamp.Lay concrete road surface 12 at the rest part except that cover plate 5 on the platform 1 then, (the ditch top that comprises the anchoring ditch), and on the 12 close borders of reservoir area 7, road surface, the ring storehouse concrete barricade 13 that 0.4m is wide, 1m is high is set, will encircle the storehouse cloth tube again and be erected on the concrete barricade 13.
So just finished the ring storehouse workplatform of the mountain valley-type red mud dump that the utility model proposed.During rainfall, absolute altitude is higher than the rainwater on the hillside 2 of platform 1, flow to platform 1 after, under the obstruction of barricade 13, the leaking hole 6 from the cover plate 5 enters and cuts a Great Gulch 4, discharges outside the storehouse then.When the maintenance vehicle entered platform 1, cutting the cover plate 5 of Great Gulch 4 and the ditch top of anchoring ditch 8 all was the part on road surface, and the clear span of whole platform 1 can satisfy the vehicle pass-through needs.
Claims (4)
1. the ring storehouse workplatform of a mountain valley-type red mud dump, this platform (1) is provided with along the hillside (2) in ring storehouse, and is connected with the initial dam that is located at the mountain valley mouth (3); It is characterized in that: platform (1) is provided with a section Great Gulch (4) near a side on hillside (2), cuts the top of Great Gulch (4) and is stamped cover plate (5), and cover plate (5) is provided with two or more leaking holes (6); Platform (1) is provided with anchoring ditch (8) near a side of reservoir area (7), be equipped with anti seepage membrane (9) in the anchoring ditch (8), be filled with the clay (11) of compacting on the anti seepage membrane (9), stretch out from a side of anchoring ditch (8) on one side of anti seepage membrane (9), ride on the side slope in the reservoir area (10), interior side slope (10) is covered; Anchoring ditch (8) top is equipped with road surface (12), and road surface (12) width extends to cover plate (5), and concordant with the upper surface of cover plate (5), is provided with barricade (13) at the edge, road surface (12) near reservoir area (7) one sides.
2. the ring storehouse workplatform of mountain valley-type red mud dump according to claim 1 is characterized in that: described section Great Gulch (4) two ends are connected with the open drain (14) at initial dam (3) two ends; Cut Great Gulch (4) and have the gradient, its vertex is positioned at the solstics on initial dam (3) opposite, and lower-most point is positioned at the junction of initial dam (3) two ends and open drain (14).
3. the ring storehouse workplatform of mountain valley-type red mud dump according to claim 2 is characterized in that: the sectional area of described section Great Gulch (4) calculates gained according to the rainfall runoff amount in the water catchment area of cutting Great Gulch (4) gradient and interception.
4. the ring storehouse workplatform of mountain valley-type red mud dump according to claim 3 is characterized in that: the diameter of the leaking hole on the described cover plate (5) or width are less than the width of maintenance vehicle wheel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007202014428U CN201132806Y (en) | 2007-11-27 | 2007-11-27 | Work platform around valley type red mud storage yard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007202014428U CN201132806Y (en) | 2007-11-27 | 2007-11-27 | Work platform around valley type red mud storage yard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201132806Y true CN201132806Y (en) | 2008-10-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007202014428U Expired - Fee Related CN201132806Y (en) | 2007-11-27 | 2007-11-27 | Work platform around valley type red mud storage yard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201132806Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101838992A (en) * | 2010-06-23 | 2010-09-22 | 贵阳铝镁设计研究院 | Method for dry-method compatibilization of valley-type wet-method red dump site |
| CN105672443A (en) * | 2016-01-20 | 2016-06-15 | 中国电建集团贵阳勘测设计研究院有限公司 | Structure integrating anti-seepage film anchoring, flood interception and passage |
| CN109403356A (en) * | 2018-11-09 | 2019-03-01 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of slope retaining structure |
| CN109577378A (en) * | 2018-11-20 | 2019-04-05 | 大连德联科技有限公司 | A kind of transverse-plug type quick-assembling stockyard protective device |
| CN109594570A (en) * | 2018-12-06 | 2019-04-09 | 贵阳铝镁设计研究院有限公司 | Filter cake dry method red mud storage yard slope drainage structure and construction method |
-
2007
- 2007-11-27 CN CNU2007202014428U patent/CN201132806Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101838992A (en) * | 2010-06-23 | 2010-09-22 | 贵阳铝镁设计研究院 | Method for dry-method compatibilization of valley-type wet-method red dump site |
| CN101838992B (en) * | 2010-06-23 | 2014-03-12 | 贵阳铝镁设计研究院有限公司 | Method for dry-method compatibilization of valley-type wet-method red dump site |
| CN105672443A (en) * | 2016-01-20 | 2016-06-15 | 中国电建集团贵阳勘测设计研究院有限公司 | Structure integrating anti-seepage film anchoring, flood interception and passage |
| CN109403356A (en) * | 2018-11-09 | 2019-03-01 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of slope retaining structure |
| CN109403356B (en) * | 2018-11-09 | 2024-03-19 | 中国电建集团贵阳勘测设计研究院有限公司 | Side slope supporting structure |
| CN109577378A (en) * | 2018-11-20 | 2019-04-05 | 大连德联科技有限公司 | A kind of transverse-plug type quick-assembling stockyard protective device |
| CN109594570A (en) * | 2018-12-06 | 2019-04-09 | 贵阳铝镁设计研究院有限公司 | Filter cake dry method red mud storage yard slope drainage structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUIYANG ALUMINUM AND MAGNESIUM DESIGN INSTITUTE CO Free format text: FORMER OWNER: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INST. Effective date: 20110721 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 550004 NO. 208, BEIJING ROAD, GUIYANG CITY, GUIZHOU PROVINCE TO: 550081 NO.2, JINZHU ROAD, JINYANG NEW DISTRICT, GUIYANG CITY, GUIZHOU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20110721 Address after: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2 Patentee after: Guiyang Aluminum & Magnesium Design Institute Co., Ltd. Address before: 550004 No. 208, Beijing Road, Guiyang, Guizhou Patentee before: Guiyang Aluminium and Magnesium Design Inst. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081015 Termination date: 20131127 |