CN208532393U - A kind of novel artificial wetland percolator - Google Patents

A kind of novel artificial wetland percolator Download PDF

Info

Publication number
CN208532393U
CN208532393U CN201820951623.0U CN201820951623U CN208532393U CN 208532393 U CN208532393 U CN 208532393U CN 201820951623 U CN201820951623 U CN 201820951623U CN 208532393 U CN208532393 U CN 208532393U
Authority
CN
China
Prior art keywords
waterproof construction
bentonite
pond
blanket
percolator
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
Application number
CN201820951623.0U
Other languages
Chinese (zh)
Inventor
张佳伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shaanxi Huacheng Industrial Co ltd
Original Assignee
Shaanxi Yaokun Environmental Equipment Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shaanxi Yaokun Environmental Equipment Co Ltd filed Critical Shaanxi Yaokun Environmental Equipment Co Ltd
Priority to CN201820951623.0U priority Critical patent/CN208532393U/en
Application granted granted Critical
Publication of CN208532393U publication Critical patent/CN208532393U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Revetment (AREA)

Abstract

The utility model relates to a kind of novel artificial wetland percolator, including bottom of pond waterproof construction and pool wall waterproof construction, the bottom of pond waterproof construction from top to bottom successively includes compacting soil matrix, compacted cohesive soil layer, Na-bentonite blanket and cement sand plaster;The pool wall waterproof construction ecto-entad successively includes brick wall, Na-bentonite blanket and cement sand plaster, and the cement sand plaster angle joint of the bottom of pond waterproof construction and pool wall waterproof construction is filled by bentonite;The utility model has the advantages that, bentonite waterproof blanket bridging method is nature overlap joint, and lap width is not less than 10cm, and overlap joint above must depress width, vault flanging wall by width on facade (inclined-plane), structure, simple process will not lead to pond leakage problems because of construction.

Description

A kind of novel artificial wetland percolator
Technical field
The utility model relates to pond antiseepage fields, and in particular to a kind of novel artificial wetland percolator.
Background technique
Artificial swamp is the wetland system that people simulate natural bioremediation system structure and function and build, can control operation System, a kind of technique to be handled polluted water are made of the part such as building enclosure, artificial dielectric, water plant.When Its pollutant is adsorbed by bed body, filtering, decomposes and reach water purification when water enters artificial swamp.Artificial swamp is divided into table Surface current artificial swamp, horizontal drowned flow artificial wet land and vertical subsurface flow wetland.Surface current artificial wetland refers to water in artificial swamp Dielectric layer surface flowing makes the artificial of Water warfare by surface materials, the interception of plant roots and stems and biomembrane degradation thereon Wetland.Horizontal drowned flow artificial wet land refers to that water enters the horizontal artificial swamp medium that flows through from artificial swamp pond body one end and passes through medium The degradation of interception, plant root and biomembrane makes the artificial swamp of Water warfare.Vertical current constructed wetland refers to water from Manual moist Ground surface flow vertically through artificial swamp it is media bed and from bottom be discharged or from artificial swamp bottom enter flow vertically to medium surface layer The artificial swamp that water of sening as an envoy to side by side is purified.Existing artificial swamp bottom of pond mainly uses 2 kinds of modes, the first is concrete Leakage preventing structure, second be HDPE antiseepage film leakage preventing structure.
Concrete structure used by existing pond antiseepage, it is not only at high cost, and effect is unobvious, part pond occurs Crack situation.
The leakage preventing structure of the HDPE antiseepage film of existing use, partially due to the no reasonably processing overlap joint of unit in charge of construction, For water pipe wear HDPE antiseepage film be carry out related measure, HDPE antiseepage film be laid with after the completion of be to be rolled using mechanically direct, Wetland leakage preventing structure cracking or pond is caused drainage occur.
Existing Chinese patent document CN201620655878.3 discloses a kind of artificial pond leakage preventing structure of going sightseeing, main Technical solution are as follows: a kind of artificial pond leakage preventing structure of going sightseeing, including being sequentially overlapped the antiseepage film being layed on ground and buffer layer, The hard plastic layer of waterproof is equipped between the buffer layer and antiseepage film, the hard plastic layer includes the modeling that several are tightly connected Flitch, the plastic plate inside are equipped with multiple cavitys for increasing plastic plate protecting against shock abilities.It is different from the utility model.
Utility model content
The purpose of this utility model is to solve the above problems, provide a kind of structure and simple process, good water-proof effect it is new Type artificial swamp percolator.
To achieve the above object, the utility model provides the following technical solutions:
A kind of novel artificial wetland percolator, including bottom of pond waterproof construction and pool wall waterproof construction, the bottom of pond waterproof Structure from top to bottom successively includes compacting soil matrix, compacted cohesive soil layer, Na-bentonite blanket and cement sand plaster;The pool wall waterproof Structure ecto-entad successively includes brick wall, Na-bentonite blanket and cement sand plaster, the bottom of pond waterproof construction and pool wall waterproof The cement sand plaster angle joint of structure is filled by bentonite.
Further, the Na-bentonite blanket is made of the sub- bentonite of sodium basal granule and two layers of geotextiles, passes through 5000g/ ㎡ carries out nature overlap joint, lap width >=10cm.
Further, the compacting factor of the compacted cohesive soil layer is 97%, with a thickness of 500mm.
Further, the cement sand plaster is with a thickness of 20mm, and the brick wall is with a thickness of 240mm.
The utility model has the beneficial effects that:
Conventionally used for antiseepage HDPE film bridging method be welding, welding bead lap width: 80~100mm;Sweat soldering 280~300 DEG C of operating temperature;Damaged part restorative procedure: cutting the identical material of specification, heats viscous benefit, and polyethylene glue seals, Specially treated need to be done in poling part.Compared with prior art, the utility model bentonite waterproof blanket bridging method is takes naturally It connects, lap width is not less than 10cm, and overlap joint must upper width pressure width, vault flanging wall on facade (inclined-plane).Structure, simple process, It will not lead to pond leakage problems because of construction.
Detailed description of the invention
In order to illustrate more clearly of the utility model embodiment technical solution, will make below to required in embodiment description Attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model in order to more clearly Illustrate the utility model embodiment or technical solution in the prior art, for those of ordinary skill in the art, is not paying Out under the premise of creative work, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the bottom of pond waterproof construction schematic diagram of the utility model;
Fig. 2 is the pool wall waterproof construction schematic diagram of the utility model.
Specific embodiment
A kind of novel artificial wetland percolator as shown in Figs. 1-2, including bottom of pond waterproof construction and pool wall waterproof construction, The bottom of pond waterproof construction from top to bottom successively includes that compacting soil matrix 1, compacted cohesive soil layer 2, Na-bentonite blanket 3 and cement mortar are smeared Face 4;The pool wall waterproof construction ecto-entad successively includes brick wall 5, Na-bentonite blanket 3 and cement sand plaster 4, the bottom of pond 4 jiaos of joints of cement sand plaster of waterproof construction and pool wall waterproof construction are filled by bentonite 6.
Further, the Na-bentonite blanket 3 is made of the sub- bentonite 6 of sodium basal granule and two layers of geotextiles, is passed through 5000g/ ㎡ carries out nature overlap joint, lap width >=10cm.
Further, the compacting factor of the compacted cohesive soil layer 2 is 97%, with a thickness of 500mm.
Further, the cement sand plaster 4 is with a thickness of 20mm, and the brick wall 5 is with a thickness of 240mm.
The antiseepage way main body of the present apparatus uses clay and Na-bentonite blanket 3.
3 water-proof mechanism of Na-bentonite blanket are as follows: it is inflatable that the sub- bentonite 6 of sodium basal granule selected by bentonite waterproof blanket 3 meets water 24 times or more, form it into the colloid system that uniform stickiness is high and filter loss is low makes swollen under two layers of geotextiles restriction effect Profit soil 6 becomes orderly expansion from unordered, and lasting water swelling is the result is that allow bentonite bed itself to reach closely knit, to have Waterproof action.Under normal circumstances after clay compacting, antiseepage coefficient can reach 1*10-7More than.
Conventionally used for antiseepage HDPE film bridging method be welding, welding bead lap width: 80~100mm;Sweat soldering 280~300 DEG C of operating temperature;Damaged part restorative procedure: cutting the identical material of specification, heats viscous benefit, and polyethylene glue seals, Specially treated need to be done in poling part.Compared with prior art, the utility model bentonite waterproof blanket bridging method is takes naturally It connects, lap width is not less than 10cm, and overlap joint must upper width pressure width, vault flanging wall on facade (inclined-plane).Structure, simple process, It will not lead to pond leakage problems because of construction.The content not being described in detail in the utility model is the prior art.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model Protection scope within.

Claims (4)

1. a kind of novel artificial wetland percolator, which is characterized in that described including bottom of pond waterproof construction and pool wall waterproof construction Bottom of pond waterproof construction from top to bottom successively includes compacting soil matrix (1), compacted cohesive soil layer (2), Na-bentonite blanket (3) and cement mortar It plasters (4);The pool wall waterproof construction ecto-entad successively includes brick wall (5), Na-bentonite blanket (3) and cement sand plaster (4), cement sand plaster (4) the angle joint of the bottom of pond waterproof construction and pool wall waterproof construction is carried out by bentonite (6) Filling.
2. a kind of novel artificial wetland percolator according to claim 1, which is characterized in that the Na-bentonite blanket (3) be made of the sub- bentonite of sodium basal granule (6) and two layers of geotextiles, by 5000g/ ㎡ carry out nature overlap joint, lap width >= 10cm。
3. a kind of novel artificial wetland percolator according to claim 1, which is characterized in that the compacted cohesive soil layer (2) compacting factor is 97%, with a thickness of 500mm.
4. a kind of novel artificial wetland percolator according to any one of claims 1 to 3, which is characterized in that the water Cement mortar plasters (4) with a thickness of 20mm, and the brick wall (5) is with a thickness of 240mm.
CN201820951623.0U 2018-06-20 2018-06-20 A kind of novel artificial wetland percolator Expired - Fee Related CN208532393U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820951623.0U CN208532393U (en) 2018-06-20 2018-06-20 A kind of novel artificial wetland percolator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820951623.0U CN208532393U (en) 2018-06-20 2018-06-20 A kind of novel artificial wetland percolator

Publications (1)

Publication Number Publication Date
CN208532393U true CN208532393U (en) 2019-02-22

Family

ID=65392193

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820951623.0U Expired - Fee Related CN208532393U (en) 2018-06-20 2018-06-20 A kind of novel artificial wetland percolator

Country Status (1)

Country Link
CN (1) CN208532393U (en)

Similar Documents

Publication Publication Date Title
CN207987983U (en) A kind of waterproof construction being used for underground engineering main body construction seam and post-cast strip
CN206768880U (en) A kind of waterproof construction for seashore pipe gallery
CN108411939A (en) The spliced prefabricated pipe gallery of one kind and its construction method
CN104153400B (en) Construction method for preventing soft soil foundation cast-in-place pile head from being waterproof
CN202926388U (en) Drainage facility for road surface bubbling water of highway tunnel
CN108755983A (en) A kind of waterproof technology
CN207228171U (en) Concrete floor waterproofing node is worn under a kind of steel column
CN112431990B (en) Method for repairing trenchless coating lining of large-diameter drainage pipeline
CN107012832A (en) Plugging structure and method under a kind of CFRD percolating water
CN104264700A (en) Seepage prevention construction method for light-weight precipitation well point post-cast strip of underground construction
CN208532393U (en) A kind of novel artificial wetland percolator
CN206616711U (en) A kind of waterproof construction at subway station main body and accessory interface
CN108569709A (en) A kind of novel isolation salt pan building method
CN105735206B (en) The reparation structure and construction method of severe cold area morbid state concrete gravity dam
CN112681624A (en) Construction method of roof planted in independent basement
CN204174629U (en) A kind of light-duty precipitation well point ater-casting, underground building multi-way prevention plugging structure
CN110285266A (en) A kind of pipeline fills out culvert method
CN207793792U (en) A kind of road surface permeable pavement structure
CN213329697U (en) Planting roof waterproof system
CN205711985U (en) The reparation structure of severe cold area morbid state concrete gravity dam
CN105332383A (en) Device for rapidly blocking dewatering pipe well through drainage and decompression and method of device
CN204531214U (en) Roof air hole structure
CN210262576U (en) Full-penetration asphalt pavement system capable of effectively controlling rainwater runoff pollution of pavement
CN213398523U (en) Low-permeability medium hydraulic fracturing experimental device
CN211690430U (en) Underground pipe gallery waterproof construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20220816

Address after: Room B111, 5th floor, Qujiang campus, Jiaotong University, 99 Yanxiang Road, Yanta District, Xi'an City, Shaanxi Province, 710000

Patentee after: SHAANXI HUACHENG INDUSTRIAL Co.,Ltd.

Address before: Room 108-E, Building 5, Qujiang Campus, Jiaotong University, No. 99, Yanxiang Road, Yanta District, Xi'an City, Shaanxi Province 710000

Patentee before: SHAANXI YAOKUN ENVIRONMENTAL EQUIPMENT Co.,Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190222

CF01 Termination of patent right due to non-payment of annual fee