CN109403179A - Layering pervious concrete pavement is made using waste plastic - Google Patents

Layering pervious concrete pavement is made using waste plastic Download PDF

Info

Publication number
CN109403179A
CN109403179A CN201811520705.0A CN201811520705A CN109403179A CN 109403179 A CN109403179 A CN 109403179A CN 201811520705 A CN201811520705 A CN 201811520705A CN 109403179 A CN109403179 A CN 109403179A
Authority
CN
China
Prior art keywords
pervious concrete
waste plastic
layering
metalling
concrete pavement
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.)
Pending
Application number
CN201811520705.0A
Other languages
Chinese (zh)
Inventor
张炯
夏霜
胡念
韩若楠
代朝霞
佘蕊
崔新壮
张齐鲁
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.)
Shandong University
Original Assignee
Shandong University
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 Shandong University filed Critical Shandong University
Priority to CN201811520705.0A priority Critical patent/CN109403179A/en
Publication of CN109403179A publication Critical patent/CN109403179A/en
Priority to CN201910269889.6A priority patent/CN109972474A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226Coherent pavings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/32Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

The present invention provides a kind of layering pervious concrete pavement made using waste plastic, for layered structure, it is followed successively by pervious concrete base, metalling, waste plastic plate layer from bottom to top, multiple built-in fittings are provided in the pervious concrete base and metalling, the cross section of the built-in fitting is by figure made of two trapezoidal opposite fittings along upper bottom edge, and described two trapezoidal upper bottom edges are equal.The Road System both ensure that the water penetration of concrete road surface, the performance of the various aspects such as intensity and stability for layered structure, and sufficiently use waste plastic, alleviates city waste plastic and is difficult to the problems such as handling brought environmental pollution.

Description

Layering pervious concrete pavement is made using waste plastic
Technical field
The invention belongs to pervious concrete pavement fields, and in particular to a kind of layer-stepping using waste plastic production is permeable Road surface.
Background technique
With economic rapid development, the usage amount of plastics is significantly increased, since technics of reclaim of plastic waste is dealt with improperly, is made At environmental pollution be on the rise.Therefore rationally recycling with waste plastic and is processed into layer-stepping porous pavement, not only saves Resource, protection environment, can also reduce the laying cost of concrete road surface.
Urban road mostly uses water tight concrete material-paving at present, long construction period, easy to damage and be not easily repaired. And pervious concrete pavement is because its initial cost is higher, so using being not very extensively, only on a small number of pavement or park There is small-scale laying.City is covered by a large amount of water tight concrete road surface, compared with natural soils road surface, concrete road Face lacks respiratory, absorbs heat and permeates the ability of rainwater, will generate a series of environmental problems, such as urban groundwater therewith Position decline, tropical island effect, urban flooding etc., so that the ecological environment to city causes serious negative effect.
It can be reduced using waste plastic production layer-stepping pervious concrete pavement using the material-paving porous pavement The laying cost of porous pavement promotes a wide range of use of porous pavement, so as to effectively alleviate urban heat land effect etc. Environmental problem;Meanwhile recycling and reusing waste plastic serves as ground surface material, is conducive to protect environment, improves resident living ring The comfort level in border realizes urban sustainable development;In addition, can also shorten and apply while road surfacing cost is greatly reduced The work period, and it is easy to maintain.
Such as: patent CN201711106871.1 discloses a kind of permeable road of plate pin-connected panel made using waste plastic Face, this porous pavement plate left and right sides are equipped with the protrusion and groove of various shapes, can make two pieces of adjacent road slabs Together, upper and lower two sides are equipped with the drilling passed through for steel strand wires to socket joint, can guarantee the close and steady of road surface when linking together It is fixed.Road slab is equipped with several grooves close to roadbed side, can be used cooperatively with the permeable roadbed of plate pin-connected panel, by ballast lump On protrusion insertion road slab on groove play more firm effect, metalling can also be cooperated to use, make permeable effect It becomes apparent.
Patent CN201820340327.7 discloses a kind of permeable landscape walkway, facilitates construction, improves use reliability; And it prevents in rubbish gutter and smelly situation of rotting, protects scenic environment;Ponding is prevented to be trapped in concrete layer simultaneously The stability of pavement ground is improved on top, and pavement top surface is made to keep smooth;Including pavement, pavement uses layered structure, from it is lower to On be successively laid with concrete layer, pervious concrete metalling and pervious asphalt surface layer, further include that left plastic blind-ditch and right plastics are blind Ditch, the left and right side of concrete crushed stone layer are respectively arranged with left bank ditch and right gutter, and left plastic blind-ditch and right plastics are blind Ditch is the french drain composition that can plug into, and the french drain that can plug into includes plastic filter element and sets with film geotextiles, and in the inside of plastic filter element It is equipped with water transport channel, concrete layer includes concrete left half and concrete right half, and in pervious concrete metalling and is mixed Water proofing asphalt layer is provided between solidifying soil layer.
In addition to this, in use, there is also holes to be blocked for concrete road surface, and water penetration substantially reduces, and uses The problems such as service life greatly shortens, the present invention are laid with road surface using layering, can effectively alleviate hole blockage problem, extend permeable Concrete service life.
Summary of the invention
The object of the present invention is to provide a kind of using waste plastic production layering pervious concrete pavement, which is Layered structure both ensure that the water penetration of concrete road surface, the performance of the various aspects such as intensity and stability, and sufficiently use Waste plastic alleviates city waste plastic and is difficult to the problems such as handling brought environmental pollution.
To realize the above-mentioned technical purpose, The technical solution adopted by the invention is as follows:
A kind of layering pervious concrete pavement made using waste plastic, is layered structure, is followed successively by from bottom to top Water coagulation soil matrix layer, metalling, waste plastic plate layer are provided in the pervious concrete base and metalling multiple pre-buried Part, the cross section of the built-in fitting be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two trapezoidal upper Bottom edge is equal.
Existing pin-connected panel road surface, the generally groove by the way that concrete-pile raised on roadbed to be inserted into pin-connected panel plate In, realize the installation on two layers of road surface.But existing concrete-pile is generally pylindrical and square, and the fastness after assembly is poor, In later period use process, the vibration on the road surface Yi Yinwei causes pin-connected panel plate to shake or deviate.For this purpose, the application devises one Novel built-in fitting is planted, realize effective connection of waste plastic plate layer and metalling using its special double trapezoid structure and is consolidated It is fixed.
The material of the built-in fitting of the application is steel construction, is a block-like trapezium structure;Its connection type are as follows: be laid with When built-in fitting be first mounted on metalling, plastics plate in production around there are card slot, muti-piece plate is in assembly, using preparatory There are card slot by installation of embedded parts in plastic plies, realize metalling and being fixedly connected between plastic plies.
In some embodiments, the size of the trapezoidal built-in fitting of the application layer and interlayer are as follows: the height of upper and lower trapezoid block is equal Identical as the thickness of plastics plate, top (bottom) face of trapezoid block is the square-shaped planar of 4*4cm.Base and rubble interlayer built-in fitting Laying density are as follows: be divided into 1m or 2m between the laying in width of roadway direction, be divided into 1m between length direction;Metalling and plastic plies Between built-in fitting laying density are as follows: 1m or 2m (equivalent width with plastics plate) is divided between the laying in width of roadway direction, it is long Degree is divided into 1m between direction.The size of top layer's plastics plate are as follows: thickness 3-6cm, width are 1m or 2m, and length is according to the reality on road surface Border situation is cut.The bond strength of plastics half storey and metalling has been effectively ensured in above-mentioned design, meanwhile, the dosage of built-in fitting At least, manufacturing cost has been saved.
In some embodiments, the waste plastic plate layer is formed by the panel splicing for being provided with slot around muti-piece.
In some embodiments, it is identical two isosceles trapezoids that described two trapezoidal.
The application medium stone layer refers to: pervious concrete metalling.
Waste plastic plate layer can both utilize the plate of waste plastic production using patent CN107620242A in the application Waste and old glass can also be added when remolding processing using polyethylene kind waste plastic as main material in pin-connected panel porous pavement Glass fiber and other material improves the intensity of plastics plate.
It should be noted that: in the waste plastic plate layer manufacturing process of the application, it should be arranged around panel slotting Slot, in order to which each plate assembly is got up, meanwhile, bottom surface is arranged at intervals with the slot that is connected with built-in fitting, subsequent to guarantee It is attached by built-in fitting and metalling.It both ensure that the close of road surface in this way and stablized, while each interplate hole is again It can guarantee the water penetration on road surface.
After the application uses preset piece, the bond strength of metalling and waste plastic plate layer is significantly increased, but due to prefabricated The inhibition of part makes the water penetration on road surface also receive certain influence.For this purpose, the application trial devise it is a variety of irregular The prefabricated component of structure, discovery: it is best using the binding force and water penetration of double trapezoid preform structure, and to the trapezoidal slope of prefabricated component Angle carries out preferably, to take into account the binding force between water penetration and each layer.Result of study shows: if trapezoidal slope angle less than 37.1 °, meeting Cause water penetration to decline to a great extent, and is unfavorable for the installation in metalling;If trapezoidal slope angle be greater than 68 °, can make metalling and The combination of waste plastic plate layer is not secured enough, easily because vibration etc. slips.Therefore, in some embodiments, the application is preferred Trapezoidal slope angle be 37.1 °~68 ° so that metalling and waste plastic plate layer are tightly combined, water penetration is good.
In some embodiments, the waste plastic plate layer with a thickness of 15-20mm, hole 2-4mm.
Concrete base layer uses the biggish particle of aggregate size, and metalling is smaller using aggregate size opposite concrete base Particle, the above two are small for the void ratio of plastics plate, through transitional function from level to level, while guaranteeing the water penetration on road surface Filterability has also been taken into account, bulky grain is stayed in into surface layer, the inside of metalling and concrete base layer has been cannot be introduced into, avoids blockage structure Hole, cause road surface water permeability reduction;Surface layer uses plastics plate simultaneously, and the construction cost on road surface can be greatly reduced, If after seriously affecting road surface pervious function, being easily repaired and safeguarding, and construction period and there is a situation where surface layer blocks more serious It is short.Therefore, in some embodiments, in 30-40mm, the aggregate of selection is the simple grain of 6mm or 8mm for the fractured-rock layer thickness setting Diameter particle.In 100-120mmm, the aggregate of selection is the simple grain of 10mm or 12mm for the thickness setting of the pervious concrete base Diameter particle also enhances filterability and integral strength while effectively improving road surface water penetration.
The beneficial effects of the present invention are:
(1) recycling and reusing waste plastic of the present invention, the problems such as can effectively alleviating urban heat land effect, protection ring Urban sustainable development is realized in border;The laying cost that pervious concrete pavement can also be reduced simultaneously, promotes concrete road surface Large area uses.
(2) in remodeling manufacturing process, the remodeling of post-consumer glass fiber is added at plastics road surface plate, as road in waste plastic Face surface structure has preferable intensity, stability and rutting resistance.
(3) present invention includes concrete base layer, metalling and plastics plate three-decker, wherein concrete base layer and rubble Layer is all made of the particle of single particle size as aggregate, can effectively reinforce the water permeability of concrete, reduce pore plugging.This Outside, concrete base layer uses the biggish particle of aggregate size, and metalling uses lesser of aggregate size opposite concrete base Grain, the above two are small for the void ratio of plastics plate, also simultaneous while guaranteeing the water penetration on road surface by transitional function from level to level Filterability has been cared for, bulky grain is stayed in into surface layer, cannot be introduced into the inside of metalling and concrete base layer, has avoided the hole of blockage structure Gap causes the reduction of road surface water permeability;Surface layer uses plastics plate simultaneously, and the construction cost on road surface can be greatly reduced, and if There is a situation where surface layer blocks more serious, after seriously affecting road surface pervious function, it is easily repaired and safeguards, and short construction period.
The present invention is a kind of completely new pervious concrete structure, has preferable anti-clogging ability, water permeability is good, simultaneously It can also be effectively improved urban ecological environment, it can wide popularization and application.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 is the structural schematic diagram of the application;
Fig. 2 avoids the occurrence of slip layer and removing for connecting upper layer and lower layer structure for built-in fitting enlarged drawing between layers Phenomenon,
Wherein, 1. plastics plates, 2. metallings, 3 built-in fittings, 4 concrete base layers.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another It indicates, all technical and scientific terms used in this application have logical with the application person of an ordinary skill in the technical field The identical meanings understood.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet Include " when, indicate existing characteristics, step, operation, device, component and/or their combination.
As background technique is introduced, in use for current concrete road surface, there is also holes to be blocked, The problems such as water penetration substantially reduces, and service life greatly shortens.Therefore, the present invention proposes that a kind of made using waste plastic is layered Pervious concrete pavement.
The present invention, as main material, post-consumer glass fiber etc. is added when remolding processing using polyethylene kind waste plastic Material improves the intensity of plastics plate.To achieve the above object, the technical scheme adopted by the invention is as follows: pavement structure is under It is supreme to be followed successively by pervious concrete base, it is laid with metalling on base's top layer, waste plastic production is laid on metalling top layer Plate, and pervious concrete base, metalling are all made of the production of simple grain diameter aggregate, the aggregate of simple grain diameter can add to a certain extent The water permeability of reinforced concrete structure reduces pore plugging.
Known by the piping theory of Tai Shaji, D15/d85When≤4, a possibility that piping occurs can be greatly reduced, then using When into pervious concrete, which should be D15/d85> 4 can greatly improve the water penetration of concrete in this way, reduce hole The generation of blocking.During road surface blocks, common plugging particle particle diameter distribution are as follows: 2.36-4.75 millimeters;1.18-2.36 Millimeter;0.3-1.18 millimeters;0.15-0.3 millimeters.Road surface blocking takes place mostly within 30 millimeters of surface;And thick therein Grain is concentrated mainly within 20 millimeters of surface;Fine grained can be walked to 60-100 millimeters or so.Therefore, in design, top layer Plastic plate remodeling processing plate with a thickness of 15-20mm, hole be 2-4mm plate, play a filtration in this way, After prevention coarse granule penetrates into inside pervious concrete, influences the water penetration of concrete, and plastics plate stopping state is more serious, It is convenient for changing, reduces the later maintenance cost of porous pavement;Fractured-rock layer thickness setting in 30-40mm, the aggregate of selection be 6mm or Single particles of 8mm;The thickness setting of pervious concrete base is 10mm's or 12mm in 100-120mmm, the aggregate of selection Single particles.
The plastic plate is added post-consumer glass fiber, improves the intensity of plate, can be fabricated in remodeling manufacturing process Lesser plate carries out when use assembled.In plate manufacturing process, slot should be set, in order to will be each around panel A plate assembly is got up, and both ensure that the close of road surface and has been stablized, while each interplate hole can guarantee the saturating of road surface again It is aqueous.
Portland cement can be used as cementitious material in concrete base layer and metalling, to guarantee the intensity of structure and steady It is qualitative;Simultaneously multiple built-in fittings are provided in base and metalling, for connecting upper and lower structures, make concrete base layer, The phenomenon that forming close connection between metalling, plastic plate three, avoiding the occurrence of slip layer and removing, makes it have good contact Effect and stable support effect guarantee the intensity and service life of total.
The present invention is described further With reference to embodiment.
1. plastics plate, 2. metallings, 3 built-in fittings, 4 concrete base layers
Embodiment 1
A kind of layering pervious concrete pavement made using waste plastic, is layered structure, is followed successively by from bottom to top Water coagulation soil matrix layer 4, metalling 2, waste plastic plate layer 1 are provided in the pervious concrete base 4 and metalling 2 more A built-in fitting 3, the cross section of the built-in fitting 3 be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two Trapezoidal upper bottom edge is equal.
Embodiment 2
A kind of layering pervious concrete pavement made using waste plastic, is layered structure, is followed successively by from bottom to top Water coagulation soil matrix layer 4, metalling 2, waste plastic plate layer 1 are provided in the pervious concrete base 4 and metalling 2 more A built-in fitting 3, the cross section of the built-in fitting 3 be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two Trapezoidal upper bottom edge is equal.
The waste plastic plate layer 1 is formed by the panel splicing that muti-piece side surrounding is provided with slot.
Embodiment 3
A kind of layering pervious concrete pavement made using waste plastic, is layered structure, is followed successively by from bottom to top Water coagulation soil matrix layer 4, metalling 2, waste plastic plate layer 1 are provided in the pervious concrete base 4 and metalling 2 more A built-in fitting 3, the cross section of the built-in fitting 3 be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two Trapezoidal upper bottom edge is equal.
Panel splicing of the waste plastic plate layer 1 by being provided with slot around muti-piece forms.
Trapezoidal described two are identical two isosceles trapezoids.
Embodiment 4
A kind of layering pervious concrete pavement made using waste plastic, is layered structure, is followed successively by from bottom to top Water coagulation soil matrix layer 4, metalling 2, waste plastic plate layer 1 are provided in the pervious concrete base 4 and metalling 2 more A built-in fitting 3, the cross section of the built-in fitting 3 be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two Trapezoidal upper bottom edge is equal.
Panel splicing of the waste plastic plate layer 1 by being provided with slot around muti-piece forms.
Trapezoidal described two are identical two isosceles trapezoids.
The trapezoidal slope angle is 37.1 °.
Embodiment 5
A kind of layering pervious concrete pavement made using waste plastic, is layered structure, is followed successively by from bottom to top Water coagulation soil matrix layer 4, metalling 2, waste plastic plate layer 1 are provided in the pervious concrete base 4 and metalling 2 more A built-in fitting 3, the cross section of the built-in fitting 3 be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two Trapezoidal upper bottom edge is equal.
Panel splicing of the waste plastic plate layer 1 by being provided with slot around muti-piece forms.
Trapezoidal described two are identical two isosceles trapezoids.
The trapezoidal slope angle is 56 °.
The waste plastic plate layer 1 with a thickness of 15-20mm, hole 2-4mm.
Embodiment 6
A kind of layering pervious concrete pavement made using waste plastic, is layered structure, is followed successively by from bottom to top Water coagulation soil matrix layer 4, metalling 2, waste plastic plate layer 1 are provided in the pervious concrete base 4 and metalling 2 more A built-in fitting 3, the cross section of the built-in fitting 3 be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two Trapezoidal upper bottom edge is equal.
Panel splicing of the waste plastic plate layer 1 by being provided with slot around muti-piece forms.
Trapezoidal described two are identical two isosceles trapezoids.
The trapezoidal slope angle is 68 °.
The waste plastic plate layer 1 with a thickness of 15-20mm, hole 2-4mm.
In 30-40mm, the aggregate of selection is single particles of 6mm or 8mm for 2 thickness of the metalling setting.
Embodiment 7
A kind of layering pervious concrete pavement made using waste plastic, is layered structure, is followed successively by from bottom to top Water coagulation soil matrix layer 4, metalling 2, waste plastic plate layer 1 are provided in the pervious concrete base 4 and metalling 2 more A built-in fitting 3, the cross section of the built-in fitting 3 be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two Trapezoidal upper bottom edge is equal.
Panel splicing of the waste plastic plate layer 1 by being provided with slot around muti-piece forms.
Trapezoidal described two are identical two isosceles trapezoids.
Trapezoidal described two are identical two isosceles trapezoids.
The trapezoidal gradient is 45 °.
The waste plastic plate layer 1 with a thickness of 15-20mm, hole 2-4mm.
In 30-40mm, the aggregate of selection is single particles of 6mm or 8mm for 2 thickness of the metalling setting.
In 100-120mmm, the aggregate of selection is the list of 10mm or 12mm for the thickness setting of the pervious concrete base 4 Particles.
The size of the trapezoidal built-in fitting 3 of the application layer and interlayer are as follows: thickness of the height of upper and lower trapezoid block with plastics plate Spend identical, top (bottom) face of trapezoid block is the square-shaped planar of 4*4cm.The laying density of base 4 and 2 built-in fitting of rubble interlayer Are as follows: it is divided into 1m or 2m between the laying in width of roadway direction, is divided into 1m between length direction;Built-in fitting between metalling 2 and plastic plies 1 3 laying density are as follows: 1m or 2m (equivalent width with plastics plate) is divided between the laying in width of roadway direction, between length direction It is divided into 1m.The size of top layer's plastics plate are as follows: thickness 3-6cm, width are 1m or 2m, length according to the actual conditions on road surface into Row cutting.The bond strength of plastic plies 1 Yu metalling 2 has been effectively ensured in above-mentioned design, meanwhile, the dosage of built-in fitting 3 is minimum, Manufacturing cost is saved.
Finally it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not limited to this hair It is bright, although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still It can modify to technical solution documented by previous embodiment, or part is equivalently replaced.It is all in this hair Within bright spirit and principle, any modification, equivalent replacement, improvement and so on should be included in protection scope of the present invention Within.Above-mentioned, although the foregoing specific embodiments of the present invention is described with reference to the accompanying drawings, not to the scope of the present invention Limitation, those skilled in the art should understand that, based on the technical solutions of the present invention, those skilled in the art are not required to Make the creative labor the various modifications or changes that can be made still within protection scope of the present invention.

Claims (10)

1. a kind of layering pervious concrete pavement made using waste plastic, which is characterized in that be layered structure, from bottom to top It is followed successively by pervious concrete base, metalling, waste plastic plate layer, is provided in the pervious concrete base and metalling Multiple built-in fittings, the cross section of the built-in fitting be by figures made of two trapezoidal opposite fittings along upper bottom edge, it is described two Trapezoidal upper bottom edge is equal.
2. layering pervious concrete pavement as described in claim 1, which is characterized in that the waste plastic plate layer is by muti-piece week It encloses and is provided with the panel splicing of slot and forms.
3. layering pervious concrete pavement as described in claim 1, which is characterized in that trapezoidal described two are identical Two isosceles trapezoids.
4. as described in claim 1 layering pervious concrete pavement, which is characterized in that the trapezoidal gradient be 1:3.5~ 5。
5. as described in claim 1 layering pervious concrete pavement, which is characterized in that the waste plastic plate layer with a thickness of 15-20mm or 30-60mm, hole 2-4mm.
6. layering pervious concrete pavement as described in claim 1, which is characterized in that the fractured-rock layer thickness is arranged in 30- 40mm, the aggregate of selection are single particles of 6mm or 8mm.
7. layering pervious concrete pavement as described in claim 1, which is characterized in that the thickness of the pervious concrete base In 100-120mmm, the aggregate of selection is single particles of 10mm or 12mm for setting.
8. layering pervious concrete pavement as described in claim 1, which is characterized in that the waste plastic plate layer is by waste and old modeling Material and post-consumer glass fiber are made of raw material.
9. layering pervious concrete pavement as described in claim 1, which is characterized in that the waste plastic is useless for polyethylene kind Old plastics.
10. layering pervious concrete pavement as described in claim 1, which is characterized in that the concrete base layer and metalling Portland cement is all made of as cementitious material.
CN201811520705.0A 2018-12-12 2018-12-12 Layering pervious concrete pavement is made using waste plastic Pending CN109403179A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201811520705.0A CN109403179A (en) 2018-12-12 2018-12-12 Layering pervious concrete pavement is made using waste plastic
CN201910269889.6A CN109972474A (en) 2018-12-12 2019-04-04 Layering pervious concrete pavement is made using waste plastic

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811520705.0A CN109403179A (en) 2018-12-12 2018-12-12 Layering pervious concrete pavement is made using waste plastic

Publications (1)

Publication Number Publication Date
CN109403179A true CN109403179A (en) 2019-03-01

Family

ID=65458858

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811520705.0A Pending CN109403179A (en) 2018-12-12 2018-12-12 Layering pervious concrete pavement is made using waste plastic

Country Status (1)

Country Link
CN (1) CN109403179A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110644317A (en) * 2019-09-17 2020-01-03 长安大学 Integrally assembled waste plastic pavement structure and processing method
CN112028602A (en) * 2020-09-14 2020-12-04 福州大学 Muck permeable brick
CN115450087A (en) * 2022-09-22 2022-12-09 周玉 Town road seepage and drainage structure and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110644317A (en) * 2019-09-17 2020-01-03 长安大学 Integrally assembled waste plastic pavement structure and processing method
CN112028602A (en) * 2020-09-14 2020-12-04 福州大学 Muck permeable brick
CN115450087A (en) * 2022-09-22 2022-12-09 周玉 Town road seepage and drainage structure and construction method thereof
CN115450087B (en) * 2022-09-22 2024-01-16 周玉 Municipal road infiltration and drainage structure and construction method thereof

Similar Documents

Publication Publication Date Title
CN202031001U (en) Compound water-permeable road structure
CN106049217B (en) Fabricated permeable paving method and block and paving structure
CN206928165U (en) A kind of water penetration armored concrete basic unit
CN204875416U (en) Porous pavement structure
CN104878678A (en) Construction method for water-permeable and water-retaining water-permeable pavement structure
CN109403179A (en) Layering pervious concrete pavement is made using waste plastic
CN109371775B (en) Road traffic lane permeable pavement structure and paving method thereof
CN110629629A (en) Recycled aggregate permeable pavement structure and method
CN112523029A (en) Drainage asphalt pavement structure and construction method thereof
CN202247596U (en) Permeable road with semi-flexible structure
CN111072333A (en) Permeable concrete structure and preparation process thereof
CN107090755A (en) A kind of paving structure of permeable Footpath brick and porous pavement
CN114606823B (en) Cement-based permeable concrete pavement structure and paving method thereof
CN101892637A (en) Ring type anchor rod locking method for repairing cracks on abutment side wall of highway bridge abutment
CN109972474A (en) Layering pervious concrete pavement is made using waste plastic
CN211498343U (en) Urban road structure of mating formation that permeates water
CN211256535U (en) A concrete road surface structure that permeates water for heavy-duty traffic
CN206521660U (en) A kind of porous pavement is mated formation plate and porous pavement paving structure
CN216947701U (en) Quick infiltration bituminous roadbed road surface of rainwater
KR20200078030A (en) Road paving structure comprising lightweight porous base-layer block and poymer packing and method for manufacturing the same
CN214116117U (en) Sponge city permeable pavement
CN206090204U (en) Height ecological road surface structure of permeating water
CN206034223U (en) Drainage type brick that permeates water
KR102248626B1 (en) Drainage block with acryl resin and scolecite organic-inorganic hybrid surface layer and drainage edge gap
CN110067169B (en) Construction method of water-permeable prefabricated assembled concrete road

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20190301