CN109972665A - The saturating structure of the low horizontal leakage preventing of infiltration coefficient - Google Patents

The saturating structure of the low horizontal leakage preventing of infiltration coefficient Download PDF

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Publication number
CN109972665A
CN109972665A CN201910285583.XA CN201910285583A CN109972665A CN 109972665 A CN109972665 A CN 109972665A CN 201910285583 A CN201910285583 A CN 201910285583A CN 109972665 A CN109972665 A CN 109972665A
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China
Prior art keywords
impervious barrier
leakage preventing
infiltration coefficient
horizontal leakage
low horizontal
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CN201910285583.XA
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Chinese (zh)
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CN109972665B (en
Inventor
刘迪
陈枝东
陆生果
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Shenzhen Hongyeji Geotechnical Technology Co Ltd
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Shenzhen Hongyeji Geotechnical Technology Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/002Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/004Sealing liners

Abstract

The present invention relates to the technical fields of the saturating structure of soot horizontal leakage preventing, disclose the saturating structure of the low horizontal leakage preventing of infiltration coefficient, lower impervious barrier including upper impervious barrier and below upper impervious barrier, upper impervious barrier is along the face-down concave shape in ground at the first placed cavity, lower impervious barrier is recessed to form the second placed cavity along away from upper impervious barrier direction, and the first placed cavity and the second placed cavity are arranged in upper and lower face;Upper impervious barrier includes the end to end antiseepage section of more piece, forms angle between adjacent antiseepage section, along the middle part of upper impervious barrier to direction of both ends, angle is gradually reduced.Under the action of upper impervious barrier, preliminary antiseepage is played to rubbish sepage, and under the action of each antiseepage section, multi-level water conservancy diversion rubbish sepage reduces the flow velocity and impact force of rubbish sepage;Under the action of lower impervious barrier, to the further antiseepage of rubbish sepage;Under upper impervious barrier and the cooperation of lower impervious barrier, infiltration coefficient is greatly reduced, meets antiseepage demand, more anticorrosive, freeze thawing resistance is hardly damaged.

Description

The saturating structure of the low horizontal leakage preventing of infiltration coefficient
Technical field
It is low in particular to infiltration coefficient the invention patent relates to the technical field of the saturating structure of soot horizontal leakage preventing The saturating structure of horizontal leakage preventing.
Background technique
Before soot foundation, need to do horizontal leakage preventing lining to prevent Landfill Leachate Pollution underground and underground Water.
Currently, the leakage preventing structure mainly used on the market is the level that a kind of upper layer is that HDPE film lower layer is compacted cohesive soil layer Liner structure, wherein HDPE film infiltration coefficient is extremely low, and contaminated liquid can hardly penetrate, and is main seepage resistant material.
In the prior art, HDPE film can only import, cause HDPE film cost high, and HDPE film be easy in use Cracky.
Also, existing horizontal liner structure, does not use HDPE film, will lead to the infiltration coefficient mistake of horizontal liner structure Greatly, it is unable to satisfy the impervious of soot, easily underground, underground water are polluted.
Summary of the invention
The purpose of the present invention is to provide the saturating structures of the low horizontal leakage preventing of infiltration coefficient, it is intended to solve in the prior art, rubbish Rubbish field uses the saturating structure of horizontal leakage preventing, the excessive problem of infiltration coefficient.
The invention is realized in this way the saturating structure of horizontal leakage preventing that infiltration coefficient is low, including upper impervious barrier and it is in institute The lower impervious barrier below impervious barrier is stated, the upper impervious barrier is along the face-down concave shape in ground at the first placed cavity, the lower antiseepage Layer is recessed to form the second placed cavity along away from the upper impervious barrier direction, and first placed cavity is presented with second placed cavity Lower face arrangement;The upper impervious barrier includes the end to end antiseepage section of more piece, forms angle, edge between the adjacent antiseepage section The middle part of the upper impervious barrier to direction of both ends, the angle is gradually reduced.
Further, the junction of the adjacent antiseepage section is formed with permeable tank, and the permeable tank is arranged towards lower recess;Institute It states permeable tank to include kerve wall and enclose wall, the kerve wall covers the lower part for enclosing wall, the top for enclosing wall Upper opening is formed, along the end of the upper impervious barrier to middle part direction, the kerve wall inclined arrangement downward.
Further, along the middle part of the upper impervious barrier to direction of both ends, each kerve wall inclined width downward Degree is gradually increased.
Further, filter screen is equipped between the upper impervious barrier and the lower impervious barrier, the filter screen has direction The upper surface of the upper impervious barrier, the upper surface of the filter screen are formed with the curved surface of multiple protrusions, and multiple curved surfaces are not in Regular shape arrangement.
Further, the upper impervious barrier forms open hole, and the unlatching hole capping has opening board, the opening board and institute Impervious barrier is stated in relatively fixed arrangement, the opening board and the filter screen are arranged in upper and lower face;Outside the opening board Week is equipped with sealant.
Further, the lower impervious barrier forms pooled portion, and second placed cavity is connected to the pooled portion;It is described to collect Portion is connected with the first drinking-water pipe, the water pumper outside the first drinking-water pipe connection.
Further, the pooled portion includes bottom plate and multiple side plates, multiple side plates be enclosed bottom opening and Top opening, bottom plate cover the bottom opening, and the side plate is equipped with disturbance fan, and one end of first drinking-water pipe is through described Bottom plate.
Further, the side plate is equipped with exhaust outlet, the disturbance fan and the exhaust outlet and arranges in face;Ground is equipped with Methane processor, the methane processor have tracheae, and the tracheae has collection port, and the collection port is connected to the exhaust Mouthful.
Further, between the upper impervious barrier and the lower impervious barrier be equipped with multiple fixed columns, the fixed column it is upper Portion contradicts the fixed upper impervious barrier, and the lower part of the fixed column contradicts the fixed lower impervious barrier;The fixed column has court To the top end face of the upper impervious barrier, the top of the fixed column be recessed down it is arc-shaped arrangement form accommodating space;It is described Permeable tank is with the top end face of the fixed column in corresponding arrangement up and down;The fixed column is equipped with the second drinking-water pipe, and described second takes out One end of water pipe is connected to the accommodating space, and the other end of the drinking-water pipe connects the water pumper.
Further, the upper impervious barrier has upper surface upward, and ground is equipped with block, and the block has close to institute The inclined surface of impervious barrier is stated, the inclined surface of the block and the upper surface of the upper impervious barrier are ladder-like arranged;Rubbish is logical Garbage truck transport is crossed, the garbage truck has the guide plate for discharging rubbish, when garbage truck, which travels, contradicts block, swings institute Guide plate is stated, until the inclined surface of the attached block of the guide plate note, and the upper end of the guide plate and the upper impervious barrier Face is in docking and flush arrangement.
Compared with prior art, the saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention, in the work of upper impervious barrier Under, preliminary antiseepage is played to rubbish sepage, and under the action of each antiseepage section, multi-level water conservancy diversion rubbish sepage reduces rubbish The flow velocity and impact force of rubbish sepage, the anti-seepage effect of impervious barrier in raising, and facilitate rubbish sepage concentration, it is convenient for subsequent set Middle exclusion;Under the action of lower impervious barrier, to the further antiseepage of rubbish sepage, the rubbish sepage of upper seepage of seepage-proof layer is collected Middle exclusion;In this way, greatly reducing infiltration coefficient, meet antiseepage demand, and in this way, more anticorrosive, freeze thawing resistance, not rapid wear It is bad.
Detailed description of the invention
Fig. 1 is the schematic front view of the saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention;
Fig. 2 is the portion the A enlarged diagram of the saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention;
Fig. 3 is the schematic front view of the upper impervious barrier of the saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention;
Fig. 4 is the schematic internal view of the fixed column of the saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention;
Fig. 5 is the left view schematic diagram of the baffle of the saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention;
Fig. 6 is the schematic front view of the saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention;
Fig. 7 is the schematic top plan view of the bottom plate of the saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and It is not used in the restriction present invention.
Realization of the invention is described in detail below in conjunction with specific embodiment.
The same or similar label correspond to the same or similar components in the attached drawing of the present embodiment;In description of the invention In, it is to be understood that if there is the orientation or positional relationship of the instructions such as term " on ", "lower", "left", "right" for based on attached drawing institute The orientation or positional relationship shown, is merely for convenience of description of the present invention and simplification of the description, rather than the dress of indication or suggestion meaning It sets or element must have a particular orientation, be constructed and operated in a specific orientation, therefore describe the use of positional relationship in attached drawing Language only for illustration, should not be understood as the limitation to this patent, for the ordinary skill in the art, can be with The concrete meaning of above-mentioned term is understood as the case may be.
It is preferred embodiment provided by the invention referring to Fig.1 shown in -7.
The saturating structure of the low horizontal leakage preventing of infiltration coefficient provided by the invention uses the saturating structure of horizontal leakage preventing for soot, The excessive problem of its infiltration coefficient.
The saturating structure of the extremely low horizontal leakage preventing of infiltration coefficient, including upper impervious barrier 10 and lower impervious barrier 20, lower impervious barrier 20 Lower section in upper impervious barrier 10, upper impervious barrier 10 is along the face-down concave shape in ground at the first placed cavity, and lower impervious barrier 20 is along deviating from Upper 10 direction of impervious barrier is recessed to form the second placed cavity, and the first placed cavity and the second placed cavity are arranged in upper and lower face;Upper antiseepage Layer 10 includes more piece antiseepage section 11, and antiseepage section 11 forms angle between adjacent antiseepage section 11, along upper antiseepage in the arrangement that joins end to end To direction of both ends, angle is gradually reduced at the middle part of layer 10.
The saturating structure of the extremely low horizontal leakage preventing of above-mentioned infiltration coefficient plays rubbish sepage under the action of upper impervious barrier 10 To preliminary antiseepage, and under the action of each antiseepage section 11, multi-level water conservancy diversion rubbish sepage, reduce rubbish sepage flow velocity and Impact force, the anti-seepage effect of impervious barrier 10 in raising, and facilitate rubbish sepage concentration, convenient for being excluded in subsequent set;Lower anti- Under the action of infiltration layer 20, to the further antiseepage of rubbish sepage, concentration exclusion is carried out to the rubbish sepage of upper impervious barrier 10 leakage;This Sample, greatly reduction infiltration coefficient, meet antiseepage demand, and in this way, more anticorrosive, freeze thawing resistance, is hardly damaged.
The main component of upper impervious barrier 10 is curing agent, additive, water and soil, and specific ratio is as follows: curing agent quality is 1, dry ground 4, additive is the one thousandth of curing agent and dry ground quality sum, and water is curing agent and dry ground quality sum 55%.
The main component of lower impervious barrier 20 is curing agent, additive, water and soil, and specific ratio is as follows: curing agent quality is 1, dry ground 4, additive is the one thousandth of curing agent and dry ground quality sum, and water is curing agent and dry ground quality sum 55%.
The junction of adjacent antiseepage section 11 is formed with permeable tank 12, and permeable tank 12 is arranged towards lower recess;Permeable tank 12 includes Kerve wall and enclosing wall, the capping of kerve wall enclose the lower part of wall, and upper opening is formed at the top for enclosing wall, along upper impervious barrier 10 End to middle part direction, kerve wall inclined arrangement downward;Under the action of permeable tank 12, collected convenient for rubbish sepage, together When, permeable tank 12 plays the role of buffer deceleration, rubbish sepage impact flow is reduced, to improve anti-seepage effect.
Furthermore along the middle part of upper impervious barrier 10 to direction of both ends, inclined amplitude is gradually increased each kerve wall downward; In this way, the buffer deceleration effect of kerve wall is gradually increased along the middle part of the supreme impervious barrier 10 in the both ends of upper impervious barrier 10, greatly drop The rubbish sepage at low middle part is flowed, convenient for the collection and exclusion of rubbish sepage.
Filter screen 70 is equipped between upper impervious barrier 10 and lower impervious barrier 20, filter screen 70 has towards the upper of upper impervious barrier 10 End face, the upper surface of filter screen 70 are formed with the curved surface 71 of multiple protrusions, and multiple curved surfaces 71 are in irregular arrangement;In filter screen Under the action of 70, play a role in filtering to rubbish sepage.
In addition, the blocking of subsequent first drinking-water pipe 80 and the second drinking-water pipe 44 is effectively avoided under the action of filter screen 70, Convenient for the abstraction of rubbish sepage.
Upper impervious barrier 10 forms open hole, and opening hole capping has opening board, and opening board is with upper impervious barrier 10 in relatively fixed Arrangement, opening board and filter screen 70 are arranged in upper and lower face;The periphery of opening board is equipped with sealant;To realize filter screen 70 Cleaning.
In addition, under the action of opening board, convenient for the inspection of disturbance fan 22, the first drinking-water pipe 80 and the second drinking-water pipe 44 It repairs.
Lower impervious barrier 20 forms pooled portion 21, and the second placed cavity is connected to pooled portion 21;Pooled portion 21 is connected with first and draws water Pipe 80, the first drinking-water pipe 80 connect external water pumper;Under the action of pooled portion 21, convenient for the collection of rubbish sepage, and just Rubbish sepage is extracted in the first drinking-water pipe 80.
Pooled portion 21 includes bottom plate 211 and multiple side plates, and multiple side plates are enclosed bottom opening and top opening, 211 closure base portion of bottom plate opening, side plate are equipped with disturbance fan 22, and bottom plate 211 is run through in one end of the first drinking-water pipe 80;In disturbance fan 22 Under the action of, agitaion is played to rubbish sepage, convenient for this suction of meaning drinking-water pipe to rubbish sepage.
Side plate is equipped with exhaust outlet 23, disturbance fan 22 and exhaust outlet 23 and arranges in face;Under the action of disturbance fan 22, it is convenient for The discharge of biogas.
Bottom plate 211 has upper surface upward, and the upper surface of bottom plate 211 is equipped with multiple arcs item 212, outside bottom plate 211 In, 212 arc of multiple arcs item is around arrangement;Each arc strip 212 plays guiding role to rubbish sepage.
Last arc strip 212 extends to the first drinking-water pipe 80, consequently facilitating the first drinking-water pipe 80 suction discharge rubbish seeps Liquid.
The arc-shaped arrangement that arches upward of arc strip 212 plays simultaneously in this way, arc strip 212 plays buffer function to rubbish sepage Guiding role;The mobile impact force of rubbish sepage is effectively reduced.
Ground is equipped with methane processor, and methane processor has tracheae, and tracheae has collection port, and collection port is connected to exhaust outlet 23;Methane processor is increased operation rate convenient for handling biogas.
Multiple fixed columns 40 are equipped between upper impervious barrier 10 and lower impervious barrier 20, the top of fixed column 40 contradicts prevents on fixed Infiltration layer 10, the lower part of fixed column 40 contradict fixed lower impervious barrier 20;Fixed column 40 has the top end face 41 towards upper impervious barrier 10, The top end face 41 of fixed column 40 forms accommodating space towards the arc-shaped arrangement of lower recess;The top end face 41 of permeable tank 12 and fixed column 40 In upper and lower corresponding arrangement;Fixed column 40 is equipped with the second drinking-water pipe 44, and one end of the second drinking-water pipe 44 is connected to accommodating space, drinking-water pipe The other end connect water pumper.
Under the action of fixed column 40, the setting stability of impervious barrier 10 in raising, meanwhile, enhance adjacent antiseepage section 11 The anti-seepage effect of junction.
Also, it using the top end face 41 of fixed column 40, is collected convenient for rubbish sepage, extracts rubbish convenient for the second drinking-water pipe 44 Sepage effectively avoids polluting underground, underground water.
Upper impervious barrier 10 has upper surface upward, and ground is equipped with block 50, and block 50 has close to upper impervious barrier 10 Inclined surface, the inclined surface of block 50 and the upper surface of upper impervious barrier 10 are ladder-like arranged;Rubbish is transported by garbage truck 60, rubbish Rubbish vehicle 60 has the guide plate 61 for discharging rubbish, when garbage truck 60, which travels, contradicts block 50, swings guide plate 61, until The inclined surface of the attached block 50 of 61 note of guide plate, and guide plate 61 and the upper surface of upper impervious barrier 10 are in docking and flush arrangement.
In this way, play guiding role to rubbish under the action of guide plate 61, rubbish is discharged convenient for garbage truck 60 and enters the One placed cavity.
Also, under the mating reaction of guide plate 61 Yu the upper surface of upper impervious barrier 10, when avoiding garbage emission, leakage exists Outside guarantees that rubbish is placed on impervious barrier 10, plays the role of antiseepage.
Guide plate 61 has the inner face towards block 50, and the inner face of guide plate 61 is formed with fixing groove 63 and slides Slot 62, the arrangement in long strip of slide slot 62, slide slot 62 are connected to fixing groove 63;In this way, after the attached block 50 of guide rod note, spring 52 53 transverse shifting of push rod is pushed, locating piece 54 is made to be moved to slide slot 62, when guide plate 61 is fixed with respect to block 50, locating piece 54 It is moved to fixing groove 63, realizes that guide plate 61 and block 50 are relatively fixed, rubbish is discharged convenient for garbage truck 60 and enters upper impervious barrier 10。
Block 50 has the rear end face towards garbage truck 60, and block 50 is equipped with push rod 53, and push rod 53 is in horizontally disposed, push rod 53 outer end is equipped with locating piece 54, and the inner end of push rod 53 is connected with spring 52,52 lateral arrangement of spring, the rear end of spring 52 with push away The inner end of bar 53 is in fixed and arranged, and the front end of spring 52 is connected with baffle 51;In this way, when the traveling of garbage truck 60 to discharge rubbish When position, baffle 51 is contradicted, spring 52 is in compressive state, and spring 52 pushes 53 transverse shifting of push rod, keeps locating piece 54 mobile It is relatively fixed with guide plate 61 outside to the inclined surface of block 50;To enhance the discharge stability that garbage truck 60 discharges rubbish.
Lower impervious barrier 20 has the bottom face away from upper impervious barrier 10, and the bottom face of lower impervious barrier 20 is equipped with reinforcing layer 30, 30 note of reinforcing layer is attached to the middle part of the bottom face of lower impervious barrier 20;Since rubbish sepage is concentrated on substantially in lower impervious barrier 20 Play the role of reinforcing anti-seepage to the middle part of lower impervious barrier 20 under the action of reinforcing layer 30 in portion.
30 main component of reinforcing layer is curing agent, additive, water and soil, and specific ratio is as follows: curing agent quality is 1, is done Soil is 4, and additive is the one thousandth of curing agent and dry ground quality sum, and water is the 55% of curing agent and dry ground quality sum.
Lower impervious barrier 20 is downward in the arrangement that arches upward, in this way, the second placed cavity has bigger region, convenient for rubbish sepage It collects.
In addition, lower impervious barrier 20 in this way, lower impervious barrier 20 pressure-bearing better effect, improve the use of lower impervious barrier 20 Service life.
The inside of fixed column 40 is equipped with multiple first deflectors 42 and multiple second deflectors 43, and the first deflector 42 is along a left side To right direction, inclined arrangement downward, the second deflector 43 is along right-to-left direction, inclined arrangement downward;It is more along from top to bottom In dislocation arrangement one by one, rubbish sepage is flowed from the top end face 41 of fixed column 40 for a first deflector 42 and multiple second deflectors 43 To the first deflector 42, then it is flow to the second deflector 43, is finally discharged by the second drinking-water pipe 44.
In this way, greatly increasing rubbish sepage under the action of multiple first deflectors 42 and multiple second deflector 43 Moving area plays the role of deceleration buffer.
One end of first deflector 42 and fixed column 40 are in fixed and arranged, and the other end of the first deflector 42 is in movable cloth It sets;In this way, when rubbish sepage flow to the first deflector 42, gravity, the other end of the first deflector 42 contradicts the of lower section Two deflectors 43 realize the water conservancy diversion of rubbish sepage, meanwhile, rubbish sepage flow velocity is reduced, and reduce the impact force of rubbish sepage.
One end of second deflector 43 and fixed column 40 are in fixed and arranged, and the other end of the second deflector 43 is in movable cloth It sets;In this way, when rubbish sepage flow to the second deflector 43, gravity, the other end of the second deflector 43 contradicts the of lower section One deflector 42 realizes the water conservancy diversion of rubbish sepage, meanwhile, rubbish sepage flow velocity is reduced, and reduce the impact force of rubbish sepage.
The inside of fixed column 40 be equipped with inclined plate, the upper end of inclined plate extend to the top end face 41 of fixed column 40 and with fixed column 40 Top end face 41 be in fixed and arranged, the lower end of inclined plate and the first deflector 42 are in fixed and arranged, and the lower end of inclined plate is towards fixed The inclined arrangement of 40 center position of column;In this way, inclined plate plays guide functions, the first deflector 42 is flow to convenient for rubbish sepage.
In addition, inclined plate keeps the setting of the first deflector 42 more preferably firm, avoid rubbish sepage to 40 top end face 41 of fixed column After infiltration, impact force is bigger, influences the setting stability of the first deflector 42.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.

Claims (10)

1. the saturating structure of the low horizontal leakage preventing of infiltration coefficient, which is characterized in that including upper impervious barrier and be in the upper impervious barrier The lower impervious barrier of lower section, concave shape is at the first placed cavity down along ground for the upper impervious barrier, and the lower impervious barrier is along away from institute It states impervious barrier direction to be recessed to form the second placed cavity, first placed cavity and second placed cavity are in upper and lower face cloth It sets;The upper impervious barrier includes the end to end antiseepage section of more piece, forms angle between the adjacent antiseepage section, along described anti- The middle part of infiltration layer to direction of both ends, the angle is gradually reduced.
2. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as described in claim 1, which is characterized in that the adjacent antiseepage section Junction is formed with permeable tank, and the permeable tank is arranged towards lower recess;The permeable tank includes kerve wall and encloses wall, described Kerve wall covers the lower part for enclosing wall, and upper opening is formed at the top for enclosing wall, along the end of the upper impervious barrier To middle part direction, the kerve wall inclined arrangement downward.
3. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as claimed in claim 2, which is characterized in that along the upper impervious barrier Middle part is to direction of both ends, and inclined amplitude is gradually increased each kerve wall downward.
4. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as claimed in any one of claims 1-3, which is characterized in that on described Filter screen is equipped between impervious barrier and the lower impervious barrier, the filter screen has towards the upper surface of the upper impervious barrier, institute The upper surface for stating filter screen is formed with the curved surface of multiple protrusions, and multiple curved surfaces are in irregular arrangement.
5. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as claimed in claim 4, which is characterized in that the upper impervious barrier is formed Open hole, the unlatching hole capping have opening board, the opening board and the upper impervious barrier to arrange in relatively fixed, the unlatching Plate and the filter screen are arranged in upper and lower face;The periphery of the opening board is equipped with sealant.
6. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as claimed in claim 2 or claim 3, which is characterized in that the lower impervious barrier Pooled portion is formed, second placed cavity is connected to the pooled portion;The pooled portion is connected with the first drinking-water pipe, and described first takes out Water pumper outside water pipe connection.
7. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as claimed in claim 6, which is characterized in that the pooled portion includes bottom Plate and multiple side plates, multiple side plates are enclosed bottom opening and top opening, and bottom plate covers the bottom opening, described Side plate is equipped with disturbance fan, and the bottom plate is run through in one end of first drinking-water pipe.
8. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as claimed in claim 7, which is characterized in that the side plate is equipped with exhaust Mouthful, the disturbance fan and the exhaust outlet are arranged in face;Ground is equipped with methane processor, and the methane processor has gas Pipe, the tracheae have collection port, and the collection port is connected to the exhaust outlet.
9. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as claimed in claim 6, which is characterized in that the upper impervious barrier and institute It states and is equipped with multiple fixed columns between lower impervious barrier, the top of the fixed column contradicts the fixed upper impervious barrier, the fixed column Lower part contradict the fixed lower impervious barrier;The fixed column has the top end face towards the upper impervious barrier, the fixed column Top be recessed down it is arc-shaped arrangement form accommodating space;The top end face of the permeable tank and the fixed column is in right up and down It should arrange;The fixed column is equipped with the second drinking-water pipe, and one end of second drinking-water pipe is connected to the accommodating space, described to draw water The other end of pipe connects the water pumper.
10. the saturating structure of the low horizontal leakage preventing of infiltration coefficient as claimed in any one of claims 1-3, which is characterized in that described Upper impervious barrier has upper surface upward, and ground is equipped with block, and the block has close to the inclined surface of the upper impervious barrier, institute The upper surface of the inclined surface and the upper impervious barrier of stating block is ladder-like arranged;Rubbish is transported by garbage truck, the rubbish Vehicle has the guide plate for discharging rubbish, when garbage truck, which travels, contradicts block, swings the guide plate, until the guiding The inclined surface of the attached block of plate note, and the guide plate and the upper surface of the upper impervious barrier are in docking and flush arrangement.
CN201910285583.XA 2019-04-10 2019-04-10 Horizontal permeation-preventing structure with low permeation coefficient Active CN109972665B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110616721A (en) * 2019-08-23 2019-12-27 北京航天国环技术有限公司 Insoluble waste salt treatment method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4312047C1 (en) * 1993-04-13 1994-11-10 Regierungsbaumeister Schlegel Arrangement for collecting and storing seepage water from a landfill site
CN104863184A (en) * 2015-06-16 2015-08-26 河海大学 Landfill impervious system capable of prolonging breakdown time of leachate and manufacturing method thereof
CN205100254U (en) * 2015-11-03 2016-03-23 北京中兰环境工程有限公司 Dangerous solid waste landfill's bottom seepage prevention structure
CN207672630U (en) * 2017-12-26 2018-07-31 四川信耀环境科技有限公司 A kind of garbage loading embeading two-layer barrier structure
CN109137997A (en) * 2018-08-21 2019-01-04 湖北工业大学 Impervious lining system and construction method on bottom side slope of refuse landfill
CN210013248U (en) * 2019-04-10 2020-02-04 深圳宏业基岩土科技股份有限公司 Horizontal anti-infiltration structure with low permeability coefficient

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4312047C1 (en) * 1993-04-13 1994-11-10 Regierungsbaumeister Schlegel Arrangement for collecting and storing seepage water from a landfill site
CN104863184A (en) * 2015-06-16 2015-08-26 河海大学 Landfill impervious system capable of prolonging breakdown time of leachate and manufacturing method thereof
CN205100254U (en) * 2015-11-03 2016-03-23 北京中兰环境工程有限公司 Dangerous solid waste landfill's bottom seepage prevention structure
CN207672630U (en) * 2017-12-26 2018-07-31 四川信耀环境科技有限公司 A kind of garbage loading embeading two-layer barrier structure
CN109137997A (en) * 2018-08-21 2019-01-04 湖北工业大学 Impervious lining system and construction method on bottom side slope of refuse landfill
CN210013248U (en) * 2019-04-10 2020-02-04 深圳宏业基岩土科技股份有限公司 Horizontal anti-infiltration structure with low permeability coefficient

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110616721A (en) * 2019-08-23 2019-12-27 北京航天国环技术有限公司 Insoluble waste salt treatment method

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