CN201241393Y - Light tailing dam surface drainage ditch - Google Patents
Light tailing dam surface drainage ditch Download PDFInfo
- Publication number
- CN201241393Y CN201241393Y CNU2008201133532U CN200820113353U CN201241393Y CN 201241393 Y CN201241393 Y CN 201241393Y CN U2008201133532 U CNU2008201133532 U CN U2008201133532U CN 200820113353 U CN200820113353 U CN 200820113353U CN 201241393 Y CN201241393 Y CN 201241393Y
- Authority
- CN
- China
- Prior art keywords
- drainage ditch
- light
- dam
- utility
- gutter
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a light gangue dam face drainage ditch, which is structured by three-sided light precast reinforced concrete; each section of drainage ditch is connected with each other to compose an interweaving drainage network. A first frontal end head of the drainage ditch is connected with the gangue dam. The utility model has the advantages that the section of the light drainage ditch is light and thin; the light drainage ditch consumes less materials and has less production cost, wherein, each section of ditch only needs a 0.753 multiplying 10<-3>m<3> of C20 reinforced concrete, 30% lower compared with the production cost of the traditional M5 cement mortar bricklaying drainage ditch. As only precast components need to be installed on the field to fill the joints, the utility model has shorter process flow and faster speed compared with the construction process flow of the traditional dam face drainage ditch (selecting the rubble-allocating the mortar-bricklaying the rubble-plastering). Besides, the utility model overcomes the disadvantage that the water flow in the traditional dam face drainage ditch is easy to leak. The light drainage ditch is convenient to manage and maintain.
Description
Technical field
The utility model relates to a kind of light-duty tailing dam dam facing gutter, especially a kind of light-duty tailing dam dam facing gutter.
Background technology
The mine tailing storehouse is the association of the various structure of the mine tailing that produces behind the safe storage mine ore dressing, most ofly constitutes by tailing dam, the facility that drains off floodwaters, dam facing drainage, water seepage drainage facility and supporting facility (as observation facility, facility on duty etc.) are several.According to statistics, in the various great disaster in the world, mine tailing storehouse disaster is only second to generation earthquake, cholera, flood and hydrogen bomb etc. and occupy the 18th.In a single day it have an accident, and will cause significant damage to area, the downstream people's life and property, and environment is caused severe contamination.Wherein, the dam facing drainage be only second to tailing dam, one of the key factor that influences mine tailing storehouse security and stability of the system of drainning off floodwaters.
Dam facing drainage function is: prevent that rainwater that hillside and dam facing compile to the washing away of tailing dam dam abutment, dam facing, avoiding causing the bogginess of tailing dam dam facing, reduce the soil erosion of tailing dam dam facing, help the stability of tailing dam.The dam facing drainage mainly is made up of dam facing gutter, dam abutment gutter.
The dam facing gutter is arranged on the dam facing of tailing dam downstream, and the dam abutment catchwater is then along being provided with on the hillside of slope, tailing dam downstream and junction, hillside, two sides.Two kinds of branch traverse furrow and longitudinal furrows are moved towards according to the plane of arranging in the dam facing gutter, and traverse furrow is along tailing dam packway disposed inboard, and spacing is generally 10m on the elevation, longitudinal gradient 1%; Longitudinal furrow is arranged perpendicular to the tailing dam axis of dam, longitudinal furrow spacing 50～100m.Traverse furrow and longitudinal furrow are interconnected, and form the dam facing drainage network, and effectively that the tailing dam downstream is domatic rainwater is collected side by side toward the downstream.Longitudinal and transverse ditch cross section is identical, generally is rectangle.Traditional gutter mostly is masonry of cement mortar piece stone (also using the masonry of cement mortar common brick once in a while) and forms, be subjected to the construction technology condition restriction, ditch sidewall and base plate thickness minimum after generally building by laying bricks or stones also have 300～350mm, cross dimensions is thicker big, for preventing that current are along the furrow bank seepage in the ditch, also need at ditch inner surface M5 cement sand plaster 2 centimetres of the minimum thickness of wiping one's face.Not only expend building stones, speed of application is slow, and the slit is big, cement sand plaster very easily produces the crack because of cemented rock is constructed, easily cause current seepage in the ditch, directly infiltrate in the mine tailing dam body, cause the bogginess of tailing dam dam facing, form soil erosion, influence the security and stability of tailing dam.
Summary of the invention
The purpose of this utility model is to provide a kind of light-duty tailing dam dam facing gutter, and this gutter is with installing prefabricated units, and antiseepage is good, tailing dam is safe.
The technical solution of the utility model is: a kind of light-duty tailing dam dam facing gutter, this light-duty tailing dam dam facing gutter is made of three lightweight plate (for example prefabricated reinforced concrete), every joint gutter is connected, constitutes in length and breadth the drainage network that links to each other, and the termination of the most last joint in gutter is connected with tailing dam.
Advantage of the present utility model is: this light-duty discharge section is frivolous, and consumptive material is few, and cost is low, and every joint ditch only needs C20 steel concrete 0.753 * 10
-3m
3, than the cost low 30% of traditional M5 masonry of cement mortar rubble drain.On-the-spot only need to install prefabricated units → joint filling, flow process is short, speed is fast than the construction technology in traditional dam facing gutter (select piece stone → configuration mortar → masonry block stone → wipe one's face).Overcome the shortcoming of current easy to leak in the ditch of traditional dam facing gutter.Management maintenance is convenient in this light-duty gutter.
Description of drawings
Fig. 1 is the light-duty tailing dam dam facing of a utility model gutter structural representation;
Fig. 2 is the light-duty tailing dam dam facing of a utility model gutter A-A sectional view.
The specific embodiment
A kind of light-duty tailing dam dam facing gutter, this light-duty tailing dam dam facing gutter is made of three prefabricated reinforced concrete, and every joint gutter is connected, constitutes in length and breadth the drainage network that links to each other, and the termination of the most last joint in gutter is connected with tailing dam 2.
The present invention does not change the dam facing gutter in the domatic layout in tailing dam 2 downstreams, just to carrying out innovation on the structure of dam facing gutter, form a kind of new light-duty tailing dam dam facing gutter: adopt the light prefabricated reinforced concrete structure of C20, rectangular cross section, net section 0.3m * 0.3m; Side wall top width 6cm, the thick 8cm of base plate, bottom width 45cm; Prefabricated gutter 1m one joint.During on-the-spot the installation, rank mutually successively, it is tight that every joint seam crossing only needs the M5 cement mortar will stitch filling, after the M5 cement mortar for the treatment of filleting is hardened, just realized the splicing between every joint prefabricated units.
Claims (1)
1, a kind of light-duty tailing dam dam facing gutter, it is characterized in that: this light-duty tailing dam dam facing gutter is made of three lightweight plate (1), every joint gutter is connected, constitutes in length and breadth the drainage network that links to each other, and the termination of the most last joint in gutter is connected with tailing dam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201133532U CN201241393Y (en) | 2008-08-08 | 2008-08-08 | Light tailing dam surface drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201133532U CN201241393Y (en) | 2008-08-08 | 2008-08-08 | Light tailing dam surface drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201241393Y true CN201241393Y (en) | 2009-05-20 |
Family
ID=40714688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201133532U Expired - Fee Related CN201241393Y (en) | 2008-08-08 | 2008-08-08 | Light tailing dam surface drainage ditch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201241393Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101758058B (en) * | 2009-12-23 | 2012-08-22 | 刘照朗 | Method for piling tails without building tails reservoir |
| CN103243799A (en) * | 2013-05-10 | 2013-08-14 | 中钢集团马鞍山矿山研究院有限公司 | Prevention and treatment method of water scour hazards of binding site of mine solid waste yard and mountain area |
| CN106759386A (en) * | 2016-11-23 | 2017-05-31 | 江西稀有稀土金属钨业集团有限公司 | A kind of Tailings Dam later stage sub- Ba Dui builds and dam facing gutter arrangement |
-
2008
- 2008-08-08 CN CNU2008201133532U patent/CN201241393Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101758058B (en) * | 2009-12-23 | 2012-08-22 | 刘照朗 | Method for piling tails without building tails reservoir |
| CN103243799A (en) * | 2013-05-10 | 2013-08-14 | 中钢集团马鞍山矿山研究院有限公司 | Prevention and treatment method of water scour hazards of binding site of mine solid waste yard and mountain area |
| CN106759386A (en) * | 2016-11-23 | 2017-05-31 | 江西稀有稀土金属钨业集团有限公司 | A kind of Tailings Dam later stage sub- Ba Dui builds and dam facing gutter arrangement |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103266724B (en) | Drainage structure of planted roof | |
| CN203531009U (en) | Macadam layer hydrophobic structure for basement base plate | |
| CN201241393Y (en) | Light tailing dam surface drainage ditch | |
| CN113136845A (en) | Migration type ecological fishway and construction method | |
| CN103334450B (en) | Construction method of pile precast slab retaining wall with drainage ditch | |
| CN204282320U (en) | A kind of tailing dam gutter | |
| CN108086087A (en) | A kind of construction method of porous pavement | |
| CN205134481U (en) | Highway superelevation excavation highway section hydrocone type drainage system | |
| CN102425175B (en) | Reinforcement protective structure of large spoil disposal area in mountainous area | |
| CN102373675B (en) | Fabricated culvert member and construction method thereof | |
| CN203716064U (en) | Roadbed sewer convenient for dredging | |
| CN113529752A (en) | Construction method for ecologically treating tunnel entrance and exit structure by using foam concrete | |
| KR20140139217A (en) | Concrete protection wall with linear drainage functions and construction method thereof | |
| CN2937300Y (en) | FRP vinyl glass fibre reinfroced plastic strengthening rib cage | |
| CN203174746U (en) | Wavy tailing dam slope drainage ditches for coping with rainstorm | |
| CN108179677A (en) | Sponge urban water-through pavement | |
| CN204551521U (en) | The cast-in-place construction structure of board wall between a kind of antislide pile stake | |
| CN204212105U (en) | Flexible fabricated protective slope structure | |
| CN210857431U (en) | Rain sewage pipeline cross joint | |
| CN203144968U (en) | Concrete slab expansion joint | |
| CN203144986U (en) | Discharging and guiding arrangement structure of debris flow ditch | |
| CN206829176U (en) | A kind of prefabricated block brick assembled plastic drainage pipeline basis | |
| CN206233347U (en) | A kind of prefabricated assembled tunnel drainage gutter | |
| CN205329566U (en) | Subsiding crack infiltration restoration structure is contained to reinforced concrete apron | |
| CN111042209A (en) | Basement roof waterproof structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090520 Termination date: 20170808 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |