CN205475357U - A compound lining seepage prevention structure of double -deck HDPE membrane that is used for domestic waste landfill yard that seepage discharge is big - Google Patents
A compound lining seepage prevention structure of double -deck HDPE membrane that is used for domestic waste landfill yard that seepage discharge is big Download PDFInfo
- Publication number
- CN205475357U CN205475357U CN201520889926.0U CN201520889926U CN205475357U CN 205475357 U CN205475357 U CN 205475357U CN 201520889926 U CN201520889926 U CN 201520889926U CN 205475357 U CN205475357 U CN 205475357U
- Authority
- CN
- China
- Prior art keywords
- hdpe film
- seepage
- deck
- layer
- double
- 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
Landscapes
- Processing Of Solid Wastes (AREA)
Abstract
The utility model discloses an adopt a compound lining seepage prevention structure of double -deck HDPE membrane that is used for domestic waste landfill yard that seepage discharge is big, the HDPE membrane that causes when can furthest reducing this moment because of the lining construction with the overburden construction destroys, and it includes geotechnological cloth, clay layer (thick 50cm), geotechnique's complex drainage scheme, two -layer HDPE membrane and GCL pad. The utility model discloses an anti -seepage system is: it is equally its guard action of HDPE membrane to the main barrier layer of conduct to lay one deck geotechnique's cloth and clay layer (favoring 50cm) and lay the HDPE membrane again after the drainage guide system construction completion is collected to filtration liquid, mainly be at this moment to the HDPE membrane protective as main barrier layer and prevent that the HDPE membrane receives temperature to change emergence breathing, avoid forming phenomenons such as swell, dead pleat in follow -up collection drainage guide system construction, then lay one deck geotechnique cloth again, laying the compound drainage scheme of geotechnique under this HDPE membrane, laying geotechnological cloth again and as the HDPE membrane of time barrier layer, lay GCL pads at last, it mainly acts on is sealed and the prevention of seepage, then is to accomplish basal layer and groundwater collection drainage guide system, and this is exactly double -deck HDPE membrane complex lining seepage prevention structure. This seepage prevention structure is suitable for the domestic waste landfill yard that the seepage discharge is big, presss from both sides some other impervious material between two -layer HDPE membrane, infiltration that can effectual prevention filtration liquid to and avoid polluting the groundwater water source, reduce the cost of environmental protection.
Description
Technical field
This utility model relates to the double-deck HDPE film compound lining leakage preventing structure of one way of life refuse landfill, particularly relates to
The household refuse landfill sites that seepage discharge is big.
Background technology
Past is it has been recognized that rubbish and percolate thereof can be degraded by clay and subsoil water, without polluting
Subsoil water.From the 1950's, the lasting research of some mechanisms of western countries shows, garbage loading embeading really can be impurely
Lower water.And China is, over the past two decades, the harmless treatment rate of house refuse is had raising by a relatively large margin.In 1991, raw
Rubbish processing to be harmless rate of living, less than 3%, substantially achieved 20% by 1998.Therefore, landfill site seepage prevention liner systems just becomes
One of requisite facility of landfill yard, its effect is will to completely cut off inside and outside landfill yard, controls percolate and enters clay and subsoil water
The generation amount of percolate is increased with stoping extraneous water to enter landfill yard.The versatile material of this system mainly has clay and artificial conjunction
Becoming material, synthetic material is most commonly used that high density polyethylene (HDPE), i.e. HDPE, and antiseep research is mainly with the seepage of HDPE
Launch.Wherein the monitoring of the landfill yard lining that one, the U.S. is best shows, in engineering best in quality, that expense is the highest,
The percolation ratio of HDPE is 20L/(hm2d), this seepage is that the duck eye stayed when the pinprick owing to staying when manufacturing and construction causes
's.Additionally, due to the leak and the HDPE film that produce when landfill allow that some chemical substances are passed through, percolation ratio can be bigger, over the ground
The pollution of lower water is the biggest.Therefore, in order to prevent underground water pollution, the improvement of refuse landfill leakage preventing structure is the heaviest
Want.
Double-deck HDPE film is used to be primarily due to it:
1: antiseepage coefficient high antiseepage film has the anti-seepage effect that common waterproof material is incomparable, and HDPE antiseepage film has
High-strength pulling-resisting stretches mechanicalness, and elasticity and deformability that it is excellent make it be highly suitable for expansion or shrinkage basal plane, can effective gram
Take the differential settlement of basal plane.
2: chemical stability antiseepage film has the chemical stability of excellence, is widely used in sewage disposal, chemical reaction
Pond, refuse landfill.
3: ageing-resistant performance antiseepage film has outstanding aging resistance, uvioresistant, antidecomposition ability, can exposed use,
The materials'use life-span reaches 50-70, provides good material to ensure for environmental barrier.
4: low cost high efficiency HDPE antiseepage film uses new technique to improve anti-seepage effect, makes production technology more section
, speed victory, so product cost is on the contrary less than conventional waterproof material, the common engineering calculating employing HDPE antiseepage film through reality is wanted
Cost-effective about 50%.
This utility model uses GCL pad rather than compacting soil, is because GCL pad and is solving sealing, isolation, antiseep problem
The effect of aspect is fine, and anti-destructive is strong.It is essential that through checking computations, the compacting soil role phase that 1.2m is thick
When the GCL pad thick in 6mm, so having only to lay the GCL pad of 10mm in the case of laying the thick compacting soil of 2m, and
Effect is better than compacting soil.
Summary of the invention
In view of this, the purpose of this utility model is to provide one more effectively to reduce consumer waste landfill percolate
Method to underground water pollution.
In order to reach above-mentioned purpose, solution of the present utility model is: complete at leachate collection guide system construction
One layer of geotextiles of rear laying and argillic horizon (thick 50cm) re-lay HDPE film, are now mainly the HDPE film as main impervious barrier
Shield and prevent HDPE film by temperature Change generation breathing, it is to avoid in later collection guide system construction, forming drum
The phenomenons such as bag, deadfold, then re-lay one layer of geotextiles, are to shield the HDPE film as main impervious barrier equally;Should
Lay soil engineering composite drainage network under HDPE film, re-lay geotextiles and the HDPE film as time impervious barrier, finally lay GCL pad,
Its Main Function is to seal and antiseepage, has been then basal layer and subsoil water collection guide system.
The geotextiles of described double-deck HDPE film compound lining leakage preventing structure, it is by middle terylene short fiber layer and upper layer
Polypropylene long fibre layer constitute, and this three-decker is combined with each other closely, and specification is no less than 600g/m2, work as employing
When sewing up overlap joint, its lap width is 75 ± 15mm, has good endurance quality.
The argillic horizon of described double-deck HDPE film compound lining leakage preventing structure, its thickness is 50cm, infiltration coefficient is less than 10- 7cm/s。
The HDPE film of described double-deck HDPE film compound lining leakage preventing structure, its thickness is no less than 1.5mm, and the fabric width of film is not
Preferably less than 6.5m, and its outward appearance need to meet: otch is straight, without obvious crenellated phenomena;Do not allow to there is perforation and repair point;Every square
Stiff block in meter is less than 10 pieces;Do not exist or mechanical mark is inconspicuous;Do not allow to there is bubble and impurity.
The GCL pad of described double-deck HDPE film compound lining leakage preventing structure, its surface should be smooth, and thickness is uniform, without broken hole, breaks
Limit phenomenon, and unit are gross mass is no less than 4800g/m2, wherein unit are bentonite quality is no less than 4500g/
m2;Bentonite volumetric expansion degree is no less than 24mL/2g;Tensile strength is no less than 800N/10cm;Peel strength is no less than
65N/10cm;Infiltration coefficient should be less than 5 × 10-11m/s;Hydrostatic pressure resistant power 0.6MPa/1h;Ne-leakage.
Profitable fruit of the present utility model is: leakage preventing structure of the present utility model is mainly by geotextiles, argillic horizon, HDPE
Film, soil engineering composite drainage network and GCL pad composition, its principle is to set drainage blanket between two impervious barriers, is used for controlling and collecting
The liquid oozed out from landfill yard, the main impervious barrier on top and the secondary impervious barrier of bottom all use HDPE film, and impervious barrier
On be leachate collection guide system, lower section is subsoil water collection system.This bilayer HDPE film compound lining leakage preventing structure has
Have that resistant to damage ability is strong, robustness good, good seepage-proof property, high safety, and can more effectively stop percolate to pass through, with protection
Subsoil water is the most contaminated, reduces the cost of later stage environmental conservation.
Accompanying drawing explanation
Fig. 1 is double-deck HDPE film compound lining leakage preventing structure schematic diagram of the present utility model
In figure, 1, leachate collection guide system, 2, geotextiles, 3, argillic horizon, 4, HDPE film, 5, geosynthetics draining
Net, 6, GCL pad, 7, basal layer, 8, subsoil water collect guide system.
Detailed description of the invention
Referring to the drawings 1, leakage preventing structure of the present utility model is that the situation of the household refuse landfill sites big based on seepage discharge sets
Put, be the double-deck HDPE film compound lining leakage preventing structure of a kind of household refuse landfill sites big for seepage discharge, it is characterized by:
Leachate collection guide system 1 lays one layer of geotextiles 2 and the argillic horizon 3 of thick 50cm after having constructed, re-lay HDPE film 4,
Now be mainly the HDPE film 4 as main impervious barrier shielded and prevents HDPE film by temperature Change generation breathing,
Avoid being formed the phenomenon such as bulge, deadfold in later collection guide system construction, then re-lay one layer of geotextiles 2, be equally
HDPE film 4 as main impervious barrier is shielded;Lay soil engineering composite drainage network 5 under this HDPE film, re-lay geotextiles 2
With the HDPE film 4 as secondary impervious barrier, finally laying GCL pad 6, its Main Function is to seal and antiseepage, has been then basis 7
Guide system 8 is collected with subsoil water.
Claims (5)
1. it is used for a double-deck HDPE film compound lining leakage preventing structure for the big household refuse landfill sites of seepage discharge, including geotechnique
Cloth, the thick argillic horizon of 50cm, soil engineering composite drainage network, two-layer HDPE film and GCL pad, is characterized in that: in leachate collection guide
System construction lays one layer of geotextiles and the argillic horizon of thick 50cm after completing, re-lay HDPE film, then lays one layer of geotextiles
And soil engineering composite drainage network, re-lay geotextiles and the HDPE film as time impervious barrier, finally lay GCL pad, then complete
Basal layer and subsoil water collect guide system.
The double-deck HDPE film compound lining of a kind of household refuse landfill sites big for seepage discharge is prevented
Ooze structure, it is characterised in that: the geotextiles of described double-deck HDPE film compound lining leakage preventing structure, it is by middle terylene short fiber layer
Long fibre layer is constituted with the polypropylene of upper layer, and this three-decker is combined with each other closely, and specification is no less than 600g/
m2, when using stitching overlap joint, its lap width is 75 ± 15mm, has good endurance quality.
The double-deck HDPE film compound lining of a kind of household refuse landfill sites big for seepage discharge is prevented
Ooze structure, it is characterised in that: the argillic horizon of described double-deck HDPE film compound lining leakage preventing structure, its thickness is 50cm, infiltration system
Number is less than 10-7cm/s。
The double-deck HDPE film compound lining of a kind of household refuse landfill sites big for seepage discharge is prevented
Ooze structure, it is characterised in that: the HDPE film of described double-deck HDPE film compound lining leakage preventing structure, its thickness is no less than 1.5mm,
The fabric width of film is not preferably less than 6.5m.
The double-deck HDPE film compound lining of a kind of household refuse landfill sites big for seepage discharge is prevented
Ooze structure, it is characterised in that: the GCL pad of described double-deck HDPE film compound lining leakage preventing structure, and unit are gross mass do not answers
Less than 4800g/m2, wherein unit are bentonite quality is no less than 4500g/m2;Bentonite volumetric expansion degree is no less than
24mL/2g;Tensile strength is no less than 800N/10cm;Peel strength is no less than 65N/10cm;Infiltration coefficient should be less than 5 ×
10-11m/s;Hydrostatic pressure resistant power 0.6MPa/1h;Ne-leakage.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520889926.0U CN205475357U (en) | 2015-11-10 | 2015-11-10 | A compound lining seepage prevention structure of double -deck HDPE membrane that is used for domestic waste landfill yard that seepage discharge is big |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520889926.0U CN205475357U (en) | 2015-11-10 | 2015-11-10 | A compound lining seepage prevention structure of double -deck HDPE membrane that is used for domestic waste landfill yard that seepage discharge is big |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205475357U true CN205475357U (en) | 2016-08-17 |
Family
ID=56660680
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520889926.0U Expired - Fee Related CN205475357U (en) | 2015-11-10 | 2015-11-10 | A compound lining seepage prevention structure of double -deck HDPE membrane that is used for domestic waste landfill yard that seepage discharge is big |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205475357U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106567414A (en) * | 2016-10-25 | 2017-04-19 | 北京高能时代环境技术股份有限公司 | Method for constructing impervious layer by screening clay |
CN108316362A (en) * | 2018-01-08 | 2018-07-24 | 同济大学 | A kind of water seepage prevention method for refuse landfill |
CN109706811A (en) * | 2018-11-30 | 2019-05-03 | 苏州国通建设工程有限公司 | A kind of HDPE film is used for the construction method of road foundation antiseepage |
CN111705801A (en) * | 2020-06-28 | 2020-09-25 | 鸿灌环境技术有限公司 | Construction method for laying geomembrane of refuse landfill |
-
2015
- 2015-11-10 CN CN201520889926.0U patent/CN205475357U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106567414A (en) * | 2016-10-25 | 2017-04-19 | 北京高能时代环境技术股份有限公司 | Method for constructing impervious layer by screening clay |
CN108316362A (en) * | 2018-01-08 | 2018-07-24 | 同济大学 | A kind of water seepage prevention method for refuse landfill |
CN109706811A (en) * | 2018-11-30 | 2019-05-03 | 苏州国通建设工程有限公司 | A kind of HDPE film is used for the construction method of road foundation antiseepage |
CN111705801A (en) * | 2020-06-28 | 2020-09-25 | 鸿灌环境技术有限公司 | Construction method for laying geomembrane of refuse landfill |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205475357U (en) | A compound lining seepage prevention structure of double -deck HDPE membrane that is used for domestic waste landfill yard that seepage discharge is big | |
CN207672630U (en) | A kind of garbage loading embeading two-layer barrier structure | |
CN201144411Y (en) | High-strength reinforcement composite anti-seepage geomembrane | |
CN105672365B (en) | GCL vertical impermeable walls and preparation method thereof | |
CN106320385A (en) | Vertical anti-seepage barrier and construction method thereof | |
CN202099865U (en) | Leachate drainage system for hazardous waste safety landfill | |
CN214423422U (en) | Flexible hazardous waste landfill seepage-proofing structure | |
CN112681395B (en) | Refuse landfill with seepage prevention function | |
CN205100254U (en) | Dangerous solid waste landfill's bottom seepage prevention structure | |
CN101591905B (en) | Newly hydraulically filled mucky soil soft foundation straw mattress preloading consolidation method | |
CN109577379A (en) | A kind of flying dust landfill yard reservoir area seepage control system | |
CN109235505A (en) | Three-dimensional environmental protection complex ecological closing structure | |
CN206090642U (en) | Protective surface layer is passed through in landfill's prevention of seepage | |
CN205604306U (en) | Perpendicular cut -pff wall of GCL | |
CN206916789U (en) | Highly-breathable horizontal leakage preventing composite drainage material for stone cultural artifact protection | |
CN207194038U (en) | Refuse landfill seepage control system | |
CN206128142U (en) | Be applied to landfill yard seepage prevention structure of mountain valley type landfill yard sludge sump solidification back ground | |
CN107321752A (en) | A kind of sludge lagoon place Ecosystem restoration system in situ | |
CN101929141B (en) | Overlength flood control pipe bag dykes and dams of rescuing and protecting are utilized to overflow the method for unrestrained bank dangerous situation and equipment thereof | |
CN208219711U (en) | A kind of pollution barrier structure based on seepage control system building | |
CN210177447U (en) | Reclaimed water recycling ecological environment-friendly temporary storage tank filtering system | |
CN205557605U (en) | Landfill toe anti -seepage system | |
CN203188252U (en) | Seepage prevention structure applied to evaporation pond in coal chemical industry | |
CN202483592U (en) | Waterproof board specialized for tunnels | |
CN206110199U (en) | Perpendicular prevention of seepage protective screen |
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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 Termination date: 20171110 |