CN204769833U - Landfill gas -guiding rock cribs collects well - Google Patents
Landfill gas -guiding rock cribs collects well Download PDFInfo
- Publication number
- CN204769833U CN204769833U CN201520409411.6U CN201520409411U CN204769833U CN 204769833 U CN204769833 U CN 204769833U CN 201520409411 U CN201520409411 U CN 201520409411U CN 204769833 U CN204769833 U CN 204769833U
- Authority
- CN
- China
- Prior art keywords
- air guide
- closing
- iron wire
- rubble
- floral tube
- 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.)
- Active
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model provides a landfill gas -guiding rock cribs collects well, includes the iron wire net of vertical setting, the vertical air guide floral tube that is equipped with in iron wire net center, and iron wire net below is equipped with bottom of the reservior filtration liquid rubble water conservancy diversion layer, has buried underground in the filtration liquid rubble water conservancy diversion layer and has led the calandria, iron wire net top is equipped with earthing layer in the middle of final, and earthing layer top is equipped with closing rubble exhaust layer in the middle of final, has laid the graded broken stone between air guide floral tube and the iron wire net, and the grade of graded broken stone is followed iron wire net to air guide floral tube orientation and is reduced gradually, the iron wire net bottom of highly following of air guide floral tube extends to closing rubble exhaust layer always, closing rubble exhaust layer top is equipped with the closing argillic horizon, and air guide floral tube upper end is connected with the real pipe of air guide, and the real pipe of air guide passes the closing argillic horizon and communicates with each other with external atmosphere, and the real pipe of air guide exposes the height that the body is piled to the back that closes highly being higher than in the atmosphere. The utility model has the advantages of prevent the air guide floral tube and lead the calandria and block up that it is good that row leakproofness is led to gas, the construction degree of difficulty is low, the quality is reliable.
Description
Technical field
The utility model belongs to garbage loading embeading facility field, is specifically related to a kind of refuse landfill air guide gabion and collects well.
Background technology
The structures such as it is different that well form collected by refuse landfill air guide gabion of the prior art, percolate discharge guiding pipe at the bottom of the field that the crushed rock filler that air guide gabion collection well generally comprises the air guide floral tube of insertion in the middle of column iron wire grid, iron wire grid, iron wire grid inside is filled of main flow, air guide floral tube lower end are fixedly connected with.This kind of air guide gabion is collected well and mainly be there is following defect:
1. fill the crushed rock filler no matter granular size of iron wire grid, mixing is inserted in iron wire grid completely, in actual operation process, there is gap between the rubble of local excessive, the filtration that rubbish or mud can not be orderly in crushed rock filler, thus causes air guide floral tube to block.
2. air guide floral tube is directly connected with percolate discharge guiding pipe at the bottom of field, execute man-hour requirement at the bottom of field percolate discharge guiding pipe upper shed then with the sweat soldering of air guide floral tube, add difficulty of construction undoubtedly, there is the insecure risk of quality brought because of construction technology difference in work progress, on percolate discharge guiding pipe at the bottom of field, perforate also impacts the life-span of discharge guiding pipe itself undoubtedly.
In addition, because air guide floral tube is directly connected with discharge guiding pipe, filter and not exclusively cause dirt may enter discharge guiding pipe from air guide floral tube, thus cause discharge guiding pipe to block, lose its function.
3. argillic horizon of the prior art is generally the structure of tiling at wireway and neighboring area thereof, and thickness of clay soil is limited, and gabion region can not be made to have good sealing, and portion gas can be caused excessive.
Utility model content
For the problems referred to above, the utility model aims to provide one can prevent percolate discharge guiding pipe blocking at the bottom of air guide floral tube and field, gas guide good airproof performance, and difficulty of construction is low, and well collected by the refuse landfill air guide gabion of reliable construction quality.
The technical scheme that the utility model is dealt with problems is: well collected by a kind of refuse landfill air guide gabion, comprise the iron wire grid vertically arranged, iron wire grid center vertical is provided with air guide floral tube, bottom of the reservior percolate rubble guide layer is provided with, percolate discharge guiding pipe at the bottom of being embedded with in this bottom of the reservior percolate rubble guide layer below iron wire grid; Be provided with overburden layer in the middle of end above iron wire grid, be provided with closing rubble exhaust level above overburden layer in the middle of end, be equipped with graded broken stone between air guide floral tube and iron wire grid, and the grade of graded broken stone reduce to air guide floral tube direction gradually along iron wire grid;
The height of air guide floral tube extends to closing rubble exhaust level bottom iron wire grid;
Be provided with closing argillic horizon above closing rubble exhaust level, air guide floral tube upper end is connected with air guide pipe in fact, and the real pipe of this air guide communicates with ambient atmosphere through closing argillic horizon, and the real pipe exposure of air guide height is in an atmosphere all the time higher than the height of heap body after closing.
Further, there is gap at the bottom of described field between percolate discharge guiding pipe and air guide floral tube, namely the two is not directly connected.
Preferably, described wire netting especially surface coverage have geotextiles.
Further, the cross sectional shape being positioned at the closing argillic horizon in the real territory, area under control of air guide is inverse-T-shaped, it comprises tiling part and vertical portion, tiling part is for being laid on the horizontal argillic horizon in closing rubble exhaust level, and vertical portion is be positioned at the real territory, area under control of air guide and lay the argillic horizon to earth's surface along the real pipe of air guide always.
The tiling upper of described closing argillic horizon is provided with closing rubble drainage blanket, overlying soil, closing nutrition soil layer and vegetable layer successively.
Remarkable result of the present utility model is:
1. the rubble of filling iron wire grid is graded broken stone, and rubble is laid according to granular size classification, reduces gradually from iron wire grid to air guide floral tube direction, make the filtration that rubbish or mud can be orderly in crushed rock filler, gap uniformity between rubble and rubble, can prevent air guide floral tube from blocking.
2. air guide floral tube is not directly connected with percolate discharge guiding pipe at the bottom of field, but there is certain distance, and the percolate in air guide floral tube flows into discharge guiding pipe after bottom of the reservior percolate rubble guide layer filters further, avoids discharge guiding pipe blocking.
Such design reduces difficulty of construction while being not affect discharge opeing, and without the need to carrying out the welding between tube and tube, the life-span of discharge guiding pipe self is unaffected, does not also have construction risk.
3. wire netting periphery covers geotextiles, prevents rubbish from entering, serve the effect of primary filter while permission percolate enters.
4. because the gas of guide mostly concentrates on air guide gabion region, be designed to inverse-T-shaped by the argillic horizon in air guide gabion region, the area thickness that guide gas is comparatively concentrated increases, and makes the gas of guide have better sealing, gas can not be caused excessive.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Fig. 1 is that well construction figure collected by refuse landfill air guide gabion of the present utility model.
In figure: 1-closing argillic horizon, 2-bottom of the reservior percolate rubble guide layer, percolate discharge guiding pipe at the bottom of 3-field, 4-iron wire grid, 5-geotextiles, 6-air guide floral tube, 7-graded broken stone, overburden layer in the middle of 8-end, 9-closing rubble exhaust level, the real pipe of 10-air guide, 11-landfill waste, 12-closing rubble drainage blanket, 13-overlying soil, 14-closing nutrition soil layer, 15-vegetable layer, 101-vertical portion, 102-tiles part.
Detailed description of the invention
As shown in Figure 1, well collected by a kind of refuse landfill air guide gabion, be included in the iron wire grid 4 vertically arranged in landfill waste 11, iron wire grid 4 center vertical is provided with air guide floral tube 6, bottom of the reservior percolate rubble guide layer 2 is provided with, percolate discharge guiding pipe 3 at the bottom of being embedded with in this bottom of the reservior percolate rubble guide layer 2 below iron wire grid 4; There is gap between percolate discharge guiding pipe 3 and air guide floral tube 6 at the bottom of described field, namely the two is not directly connected.
Overburden layer 8 in the middle of end is provided with above iron wire grid 4, closing rubble exhaust level 9 is provided with above overburden layer 8 in the middle of end, be equipped with graded broken stone 7 between air guide floral tube 6 and iron wire grid 4, and the grade of graded broken stone 7 reduces gradually along iron wire grid 4 to air guide floral tube 6 direction; Described iron wire grid 4 outer surface is coated with geotextiles 5.
The height of air guide floral tube 6 extends to closing rubble exhaust level 9 bottom iron wire grid 4;
Closing argillic horizon 1 is provided with above closing rubble exhaust level 9, air guide floral tube 6 upper end is connected with the real pipe 10 of air guide, the real pipe 10 of this air guide communicates with ambient atmosphere through closing argillic horizon 1, and the real pipe 10 of air guide exposes height in an atmosphere all the time higher than the height piling body after closing.
The cross sectional shape being positioned at the closing argillic horizon 1 in real pipe 10 region of air guide is inverse-T-shaped, it comprises tiling part 102 and vertical portion 101, tiling part 102 is for being laid on the horizontal argillic horizon in closing rubble exhaust level 9, and vertical portion 101 is for being positioned at real pipe 10 region of air guide and laying the argillic horizon to earth's surface along the real pipe 10 of air guide always.
Closing rubble drainage blanket 12, overlying soil 13, closing nutrition soil layer 14 and vegetable layer 15 is provided with successively above the tiling part 101 of described closing argillic horizon 1.
Claims (5)
1. well collected by a refuse landfill air guide gabion, comprise the iron wire grid vertically arranged, iron wire grid center vertical is provided with air guide floral tube, is provided with bottom of the reservior percolate rubble guide layer below iron wire grid, percolate discharge guiding pipe at the bottom of being embedded with in this bottom of the reservior percolate rubble guide layer; Overburden layer in the middle of end is provided with above iron wire grid, closing rubble exhaust level is provided with above overburden layer in the middle of end, it is characterized in that: between air guide floral tube and iron wire grid, be equipped with graded broken stone, and the grade of graded broken stone reduces along iron wire grid gradually to air guide floral tube direction;
The height of air guide floral tube extends to closing rubble exhaust level bottom iron wire grid;
Be provided with closing argillic horizon above closing rubble exhaust level, air guide floral tube upper end is connected with air guide pipe in fact, and the real pipe of this air guide communicates with ambient atmosphere through closing argillic horizon, and the real pipe exposure of air guide height is in an atmosphere all the time higher than the height of heap body after closing.
2. well collected by refuse landfill air guide gabion according to claim 1, it is characterized in that: there is gap between percolate discharge guiding pipe and air guide floral tube at the bottom of described field, and namely the two is not directly connected.
3. well collected by refuse landfill air guide gabion according to claim 1, it is characterized in that: described wire netting especially surface coverage has geotextiles.
4. well collected by refuse landfill air guide gabion according to claim 1, it is characterized in that: the cross sectional shape being positioned at the closing argillic horizon in the real territory, area under control of air guide is inverse-T-shaped, it comprises tiling part and vertical portion, tiling part is for being laid on the horizontal argillic horizon in closing rubble exhaust level, and vertical portion is be positioned at the real territory, area under control of air guide and lay the argillic horizon to earth's surface along the real pipe of air guide always.
5. well collected by refuse landfill air guide gabion according to claim 4, it is characterized in that: the tiling upper of described closing argillic horizon is provided with closing rubble drainage blanket, overlying soil, closing nutrition soil layer and vegetable layer successively.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520409411.6U CN204769833U (en) | 2015-06-15 | 2015-06-15 | Landfill gas -guiding rock cribs collects well |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520409411.6U CN204769833U (en) | 2015-06-15 | 2015-06-15 | Landfill gas -guiding rock cribs collects well |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204769833U true CN204769833U (en) | 2015-11-18 |
Family
ID=54509960
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520409411.6U Active CN204769833U (en) | 2015-06-15 | 2015-06-15 | Landfill gas -guiding rock cribs collects well |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204769833U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10661319B2 (en) | 2017-12-28 | 2020-05-26 | Republic Services, Inc. | Gas ventilation and leachate drain assemblage for landfill |
CN111335362A (en) * | 2020-03-05 | 2020-06-26 | 中钢集团马鞍山矿山研究总院股份有限公司 | Structural arrangement mode of common industrial solid waste storage place |
CN111335363A (en) * | 2020-03-05 | 2020-06-26 | 中钢集团马鞍山矿山研究总院股份有限公司 | New method for storing and disposing general industrial solid waste |
-
2015
- 2015-06-15 CN CN201520409411.6U patent/CN204769833U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10661319B2 (en) | 2017-12-28 | 2020-05-26 | Republic Services, Inc. | Gas ventilation and leachate drain assemblage for landfill |
CN111335362A (en) * | 2020-03-05 | 2020-06-26 | 中钢集团马鞍山矿山研究总院股份有限公司 | Structural arrangement mode of common industrial solid waste storage place |
CN111335363A (en) * | 2020-03-05 | 2020-06-26 | 中钢集团马鞍山矿山研究总院股份有限公司 | New method for storing and disposing general industrial solid waste |
CN111335362B (en) * | 2020-03-05 | 2021-09-07 | 中钢集团马鞍山矿山研究总院股份有限公司 | Structural arrangement mode of common industrial solid waste storage place |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102972197A (en) | Vegetation recovery method for nonferrous metal mining wasteland | |
CN204769833U (en) | Landfill gas -guiding rock cribs collects well | |
CN110366986A (en) | The plant generating layer structure and restoration methods of mine pollution barren rock stockyard slope vegetation restoration | |
CN105821909A (en) | Tree-like refuse leachate generated in landfill construction and closure as well as landfill gas guide and exhaust system and method | |
CN205152970U (en) | Underground structure oozes drainage system | |
CN109763393A (en) | A kind of gardens sponge-type road pavement structure and its construction method | |
CN110984188A (en) | Comprehensive treatment process for waste rock hill | |
CN203808088U (en) | Gabion gully detention structure for top of hydropower station slag yard | |
CN103266633B (en) | A kind of hydrometallurgy tailings storehouse antiseep sewer drains off floodwaters method | |
CN105983562A (en) | High-dimensional landfill method of waste landfill | |
CN101172285B (en) | Waste landfill site preventing landfill gas escape by using waterproof mat | |
CN103636308B (en) | Saline-alkali soil management structure | |
CN102441552A (en) | High-efficiency biogas-producing domestic waste landfill | |
CN102383408A (en) | Greening method for high water level impermeable saline and alkaline lands and greening system | |
CN211922648U (en) | Ecological restoration type rare earth tailings | |
CN211938371U (en) | Landfill gas guiding and discharging device | |
CN206173981U (en) | Ecological slope of landscape design | |
CN105926645B (en) | A kind of ecological restoring method of Waste Landfill Site | |
CN102817298A (en) | Construction method on permafrost | |
CN209604078U (en) | A kind of obturation water treatment plant | |
CN108149715A (en) | A kind of garbage loading embeading heap body percolate and landfill gas discharge method | |
CN106498962A (en) | Shallow underground water collecting and drainage system and construction method | |
CN206034603U (en) | Airport height fill construction three -dimensional drainage system | |
CN102995646B (en) | Net cage protection pad type revetment structure and construction method thereof | |
CN206529807U (en) | A kind of landfill site seepage prevention structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |