CN104878678A - Construction method for water-permeable and water-retaining water-permeable pavement structure - Google Patents
Construction method for water-permeable and water-retaining water-permeable pavement structure Download PDFInfo
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Abstract
The invention discloses a construction method for a water-permeable and water-retaining water-permeable pavement structure. The method comprises the steps of carrying out roadbed excavation, carrying out cushion laying, carrying out base course laying, carrying out leveling layer laying, carrying out surface layer laying and carrying out joint sand laying. According to the method, the process is simple, and the water-permeable pavement structure with high water permeability and high water retention is obtained through processing construction waste into recycled aggregate and constructing, so that the problem of construction waste disposal is solved, a great deal of building materials can be provided, meanwhile, energy problem, environmental problem and social problem resulting from the exploitation of natural stone resources are avoided, and thus the method is a multipurpose measure; particularly, the water-permeable pavement structure plays an important role in adjusting the humiture of urban ground surface due to high water permeability and high water retention.
Description
Technical field
The present invention relates to pavement construction technical field, specifically a kind of permeable pavement structure construction method of high permeable, high-water performance.
Background technology
Existing road structure is generally adopt the material-paving such as pitch or concrete, and road structure is waterproof, natural precipitation naturally can not be permeated the ground, lack the adjustment to urban surface temperature, humidity, produces so-called " heat island effect ".
Due to the permeable structure system that neither one is complete, common permeable pavement structure is difficult to reach desirable permeable effect, even if reach ideal permeable effect, but the natural sandstone used in common permeable structure system belongs to short-term non-renewable resources, most of sand and stone resources that is large-scale, ultra-large type city is seriously in short supply.Simultaneously along with the development of Process of Urbanization Construction, the building castoff discharge value in engineering construction increases year by year, has occupied a large amount of land resources, and has had an impact to vegetation, underground water.In Beijing, Shanghai, Guangzhou, a line city such as Shenzhen faced the close quarters situation of garbage-surrounded city.
Summary of the invention
The object of the present invention is to provide a kind of permeable pavement structure construction method of permeable and water conservation, obtain a kind of permeable pavement structure of high permeable, high water conservation, not only solve building castoff handling problems, the energy problem avoiding again natural stone resource exploitation to bring, environmental problem and social concern, especially the permeable pavement structure of permeable, the high water conservation of this height can play the effect regulating urban surface humiture.
For achieving the above object, the invention provides following technical scheme:
A permeable pavement structure construction method for permeable and water conservation, comprises the following steps:
Roadway excavation: according to the requirement of design, excavation roadbed, the cleaning earthwork, and reach design elevation; Check longitudinal gradient, horizontal wall inscription and sideline; Finishing roadbed, levelling grinding compacting, coefficient of consolidation reaches more than 95%;
Setting cushion: if do not settle gutter, lays the reclaimed sand that 30-100mm is thick above the roadbed excavated; To settle gutter, lay grey earth mixtures as bed course above the roadbed excavated, in dirt, lime is 0.06-0.14:1 with the mass ratio of soil, and lay rear levelling compacting, coefficient of consolidation reaches more than 95%, and the thickness of bed course is 100-150mm;
Basic unit lays: above bed course, lay the specific grating permeable cement stable regeneration aggregate between grating regenerated coarse aggregate or 5-40mm that particle diameter is 5-63mm as basic unit and compacting, coefficient of consolidation reaches more than 93%, and the thickness of basic unit is 80-200mm;
Leveling layer lay: lay above basic unit particle diameter be the grating recycled fine aggregate of 0.315-5.0mm as leveling layer, lay rear levelling compacting, the thickness of leveling layer is 30-50mm;
Topping laying: lay regeneration aggregate water-permeable brick as surface layer above leveling layer, regeneration aggregate water-permeable brick should keep flat gently when laying, and beats stable with rubber hammer, but must not the corner of injury regeneration aggregate water-permeable brick, and the thickness of surface layer is 60-100mm;
Seam sand is laid: be laid on surface layer by seam sand, makes it enter seam crossing between regeneration aggregate water-permeable brick, forms permeable pavement structure that is permeable and water conservation.
When carrying out roadway excavation, " requirement of design " refers to that the physical dimension such as plane, cross-sectional location, absolute altitude according to roadbed design in design drawing is constructed." design elevation " refers to design elevation of subgrade, namely roadbed height.
As the further scheme of the present invention: described roadway excavation step also comprises, the pipeline of embedded underground should be noted when excavating roadbed.
As the further scheme of the present invention: described setting cushion step also comprises, described setting cushion step also comprises, set up defences on bed course upper berth water layer, described waterproofing course adopts impermeable geotextiles or geomembrane to lay, or adopts thickness to be that the cement mortar of 20-50mm is laid.
As the further scheme of the present invention: the cement in described cement mortar or gel rubber material: the mass ratio of sand is 1:2.5-3.
As the further scheme of the present invention: in setting cushion step, to settle gutter, grey earth mixtures is laid as bed course above the roadbed excavated, in dirt, lime is 0.06-0.14:1 with the mass ratio of soil, lay rear levelling compacting, coefficient of consolidation reaches more than 95%, and the thickness of bed course is 100-150mm.
As the further scheme of the present invention: lay in step in basic unit, the particle diameter of described grating regenerated coarse aggregate is 5-63mm.
As the further scheme of the present invention: lay in step in basic unit, permeable cement stable regeneration aggregate is divided into 5-10mm, 5-25mm and 5-40mm tri-kinds of gratings, desirable arbitrary grating is wherein as permeable cement stable regeneration aggregate, and wherein cement mixing content is 10-20%.
As the further scheme of the present invention: be also provided with ditch in the side of roadbed, described ditch is offered to roadbed by surface layer, and side, ditch is also provided with gutter, and described gutter is arranged downwards by basic unit and is communicated with ditch.
As the further scheme of the present invention: be provided with road kerb interlayer between described ditch and surface layer, leveling layer, basic unit, bed course.
The present invention take building castoff as raw material, engineering sandstone is fabricated to through a series for the treatment of process, i.e. regeneration aggregate, both building castoff handling problems had been solved, a large amount of constructional materials can be provided again, the energy problem simultaneously avoiding natural stone resource exploitation to bring, environmental problem and social concern are the behaves of achieving many things at one stroke.
Compared with prior art, the invention has the beneficial effects as follows: surface layer adopts regeneration aggregate water-permeable brick, and its coefficient of permeability is about 20 times of common water-permeable brick, even higher, and its water retention property is the twice of common water-permeable brick, even higher; Basic unit adopts regenerated coarse aggregate, and regenerated coarse aggregate has the advantages that bulk density is little, porosity is large, water permeability is high, and regenerated coarse aggregate self has higher water absorption rate in addition, so the water permeability of basic unit and water retention property are all very high; Leveling layer adopts recycled fine aggregate, and recycled fine aggregate water absorption rate is about 10 times of natural aggregate, therefore has good water retention property; Triplicity makes whole permeable pavement structure have high pervious function and high-water performance.Present invention process is simple, utilize building castoff to be processed into regeneration aggregate construction and obtain a kind of high permeable, high water conservation road surface permeable structure, not only solve building castoff handling problems, a large amount of constructional materials can be provided again, the energy problem simultaneously avoiding natural stone resource exploitation to bring, environmental problem and social concern, be the behave of achieving many things at one stroke, especially important effect is played in permeable, the adjustment of high-water performance to urban surface humiture of the height that has of this road surface permeable structure.
Accompanying drawing explanation
Fig. 1 is a kind of generalized section of permeable pavement structure of permeable and water conservation;
In figure: 1-roadbed, 2-road kerb interlayer, 3-gutter, 4-ditch, 5-bed course, 6-basic unit, 7-leveling layer, 8-surface layer.
Detailed description of the invention
Below in conjunction with the embodiment of the present invention and accompanying drawing, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
Refer to Fig. 1, permeable pavement structure that is permeable and water conservation comprises roadbed 1, bed course 5, basic unit 6, leveling layer 7 and surface layer 8 from down to up; The side of roadbed 1 is provided with ditch 4, ditch 4 is offered to roadbed 1 by surface layer 8, the side in ditch is also provided with gutter 3, gutter 3 is arranged downwards by basic unit 6 and is communicated with ditch 4, road kerb interlayer 2 is provided with between ditch 4 and surface layer 8, leveling layer 7, basic unit 6, bed course 5, for separating basic unit 6 above bed course 5, leveling layer 7, surface layer 8 and ditch 4, basic unit 6 is connected with ditch 4, for draining by gutter 3 near the side of curb rock layers 2; The thickness of bed course 5 is 100-150mm, and the thickness of basic unit 6 is 80-200mm, and the thickness of leveling layer 7 is 30-50mm, and the thickness of surface layer 8 is 60-100mm; Bed course 5 is the bed course that the lime being 0.06-0.14:1 by mass ratio mixes with soil, basic unit 6 is the basic unit that the permeable cement stable regeneration aggregate compacting being specific grating between the grating regenerated coarse aggregate of 5-63mm or 5-40mm by particle diameter is formed, leveling layer 7 is the leveling layer that the grating recycled fine aggregate being 0.315-5.0mm by particle diameter is formed, and surface layer 8 is lay by regeneration aggregate water-permeable brick the surface layer formed.
A construction method for the permeable pavement structure of permeable and water conservation, comprises the following steps:
Roadway excavation: according to the requirement of design, excavation roadbed, the cleaning earthwork, and reach design elevation; Check longitudinal gradient, horizontal wall inscription and sideline; Finishing roadbed, levelling grinding compacting, coefficient of consolidation reaches more than 95%;
Setting cushion: if do not settle gutter, lays the reclaimed sand that 30-100mm is thick above the roadbed excavated; To settle gutter, lay grey earth mixtures as bed course above the roadbed excavated, in dirt, lime is 0.06-0.14:1 with the mass ratio of soil, and lay rear levelling compacting, coefficient of consolidation reaches more than 95%, and the thickness of bed course is 100-150mm;
Basic unit lays: the permeable cement stable regeneration aggregate of specific grating between grating regenerated coarse aggregate or 5-40mm laying above bed course that particle diameter is 5-63mm is as basic unit and compacting, and coefficient of consolidation reaches more than 93%, and the thickness of basic unit is 80-200mm;
Leveling layer lay: lay above basic unit particle diameter be the grating recycled fine aggregate of 0.315-5.0mm as leveling layer, lay rear levelling compacting, the thickness of leveling layer is 30-50mm;
Topping laying: lay regeneration aggregate water-permeable brick as surface layer above leveling layer, regeneration aggregate water-permeable brick should keep flat gently when laying, and beats stable with rubber hammer, but must not the corner of injury regeneration aggregate water-permeable brick, and the thickness of surface layer is 60-100mm;
Seam sand is laid: be laid on surface layer by seam sand, makes it enter seam crossing between regeneration aggregate water-permeable brick, forms permeable pavement structure that is permeable and water conservation.
When carrying out roadway excavation, there is pipeline when running into embedded underground, the Existing reinforced concrete bridge within the scope of roadbed land used, road, stream, communication, electric power facility, upper and lower water course grave and other building, relevant department all should be assisted to remove in advance or transform; Suitable reinforcing be should give for the Dangerous Building near roadbed; Safekeeping is answered to cultural relics and historic sites.Concrete operations are with reference to Highway Roadbed Construction Technology specification.
Also be provided with ditch in the side of roadbed in the side of roadbed, ditch is offered to roadbed by surface layer, and side, ditch is also provided with gutter, and gutter is arranged downwards by basic unit and is communicated with ditch.Road kerb interlayer is provided with between ditch and surface layer, leveling layer, basic unit, bed course.
During the laying of seam sand: require that seam sand should not be greater than 5% by the accumulative screen over-size of 2.50mm sieve aperture, powder content should be not more than 3%, and clod content is less than 1%, and moisture content should be less than 3%.
In setting cushion step, if do not settle gutter, when carrying out reclaimed sand laying above the roadbed excavated, require that reclaimed sand should not be greater than 5% by the accumulative screen over-size of 5.0mm sieve aperture, powder content should be less than 5%, and clod content should be less than 2%, and moisture content should be less than 3%, and compacting, coefficient of consolidation reaches more than 95%.
Embodiment one:
A construction method for the permeable pavement structure of permeable and water conservation, comprises the following steps:
Roadway excavation: according to the requirement of design, excavation roadbed, the cleaning earthwork, and reach design elevation; Check longitudinal gradient, horizontal wall inscription and sideline; Finishing roadbed, levelling grinding compacting, coefficient of consolidation reaches more than 95%;
Setting cushion: lay the reclaimed sand that 60mm is thick above the roadbed excavated; Require that reclaimed sand should not be greater than 5% by the accumulative screen over-size of 5.0mm sieve aperture, powder content should be less than 5%, and clod content should be less than 2%, and moisture content should be less than 3%, and compacting, coefficient of consolidation reaches more than 95%;
Basic unit lays: lay above bed course particle diameter be the grating regenerated coarse aggregate of 5-63mm as basic unit and compacting, coefficient of consolidation reaches more than 93%, and the thickness of basic unit is 120mm;
Leveling layer lay: lay above basic unit particle diameter be the grating recycled fine aggregate of 0.315-5.0mm as leveling layer, lay rear levelling compacting, the thickness of leveling layer is 30mm;
Topping laying: lay regeneration aggregate water-permeable brick as surface layer above leveling layer, regeneration aggregate water-permeable brick should keep flat gently when laying, and beats stable with rubber hammer, but must not the corner of injury regeneration aggregate water-permeable brick, and the thickness of surface layer is 60mm;
Seam sand is laid: be laid on surface layer by seam sand, makes it enter seam crossing between regeneration aggregate water-permeable brick, forms permeable pavement structure that is permeable and water conservation.
When carrying out roadway excavation, there is pipeline when running into embedded underground, the Existing reinforced concrete bridge within the scope of roadbed land used, road, stream, communication, electric power facility, upper and lower water course grave and other building, relevant department all should be assisted to remove in advance or transform; Suitable reinforcing be should give for the Dangerous Building near roadbed; Safekeeping is answered to cultural relics and historic sites.Concrete operations are with reference to Highway Roadbed Construction Technology specification.
During the laying of seam sand: should not be greater than 5% by the accumulative screen over-size of 2.50mm sieve aperture, powder content should be not more than 3%, and clod content is less than 1%, and moisture content should be less than 3%.
Road structure described in the embodiment of the present invention one is applicable to the laying of the sidewalk floor tile of area of heavy rainfull.
Embodiment two:
A construction method for the permeable pavement structure of permeable and water conservation, comprises the following steps:
Roadway excavation: according to the requirement of design, excavation roadbed, the cleaning earthwork, and reach design elevation; Check longitudinal gradient, horizontal wall inscription and sideline; Finishing roadbed, levelling grinding compacting, coefficient of consolidation reaches more than 95%, and notes the pipeline of embedded underground;
Setting cushion: lay grey earth mixtures as bed course above the roadbed excavated, in dirt, lime is 0.12:1 with the mass ratio of soil, and lay rear levelling compacting, coefficient of consolidation reaches more than 95%, and the thickness of bed course is 120mm;
Waterproofing course is laid: at bed course upper berth waterproofing course, waterproofing course adopts impermeability geotextiles or geomembrane to lay, and the water allowing surface layer penetrate in basic unit is discharged to reserved drainpipe in a organized way in impermeability geotextiles or the surperficial slope current designed by basic unit of geomembrane.
Basic unit lays: lay above waterproofing course particle diameter be the grating regenerated coarse aggregate of 5-63mm as basic unit and compacting, coefficient of consolidation reaches more than 93%, and the thickness of basic unit is 150mm;
Leveling layer lay: lay above basic unit particle diameter be the grating recycled fine aggregate of 0.315-5.0mm as leveling layer, lay rear levelling compacting, the thickness of leveling layer is 40mm;
Topping laying: lay regeneration aggregate water-permeable brick as surface layer above leveling layer, regeneration aggregate water-permeable brick should keep flat gently when laying, and beats stable with rubber hammer, but must not the corner of injury regeneration aggregate water-permeable brick, and the thickness of surface layer is 80mm;
Seam sand is laid: be laid on surface layer by seam sand, makes it enter seam crossing between regeneration aggregate water-permeable brick, forms permeable pavement structure that is permeable and water conservation.
When carrying out roadway excavation, there is pipeline when running into embedded underground, the Existing reinforced concrete bridge within the scope of roadbed land used, road, stream, communication, electric power facility, upper and lower water course grave and other building, relevant department all should be assisted to remove in advance or transform; Suitable reinforcing be should give for the Dangerous Building near roadbed; Safekeeping is answered to cultural relics and historic sites.Concrete operations are with reference to Highway Roadbed Construction Technology specification.
During the laying of seam sand: should not be greater than 5% by the accumulative screen over-size of 2.50mm sieve aperture, powder content should be not more than 3%, and clod content is less than 1%, and moisture content should be less than 3%.
Road structure described in the embodiment of the present invention two is applicable to the laying of sidewalk floor tile.
Embodiment 3
A construction method for the permeable pavement structure of permeable and water conservation, comprises the following steps:
Roadway excavation: according to the requirement of design, excavation roadbed, the cleaning earthwork, and reach design elevation; Check longitudinal gradient, horizontal wall inscription and sideline; Finishing roadbed, levelling grinding compacting, coefficient of consolidation reaches more than 95%, and notes the pipeline of embedded underground;
Setting cushion: lay grey earth mixtures as bed course above the roadbed excavated, in dirt, lime is 0.12:1 with the mass ratio of soil, and lay rear levelling compacting, coefficient of consolidation reaches more than 95%, and the thickness of bed course is 150mm;
The laying of waterproofing course: water layer of setting up defences on bed course upper berth, described waterproofing course employing thickness is that the cement mortar of 30mm is laid, and the mass ratio of the cement in cement mortar or cementitious material quality and sand is 1:3; Utilize cement sand bed troweling, the slope current that the water allowing surface layer permeate is designed by basic unit on mortar surface layer surface is discharged in a organized way to reserved sewer pipe.
Basic unit lays: the permeable cement stable regeneration aggregate laying the grating of particle diameter 5-25mm above waterproofing course is as basic unit and compacting, and coefficient of consolidation reaches more than 93%, and the thickness of basic unit is 150mm;
Leveling layer lay: lay above basic unit particle diameter be the grating recycled fine aggregate of 0.315-5.0mm as leveling layer, lay rear levelling compacting, the thickness of leveling layer is 40mm;
Topping laying: lay regeneration aggregate water-permeable brick as surface layer above leveling layer, regeneration aggregate water-permeable brick should keep flat gently when laying, and beats stable with rubber hammer, but must not the corner of injury regeneration aggregate water-permeable brick, and the thickness of surface layer is 80mm;
Seam sand is laid: be laid on surface layer by seam sand, makes it enter seam crossing between regeneration aggregate water-permeable brick, forms permeable pavement structure that is permeable and water conservation.
When carrying out roadway excavation, there is pipeline when running into embedded underground, the Existing reinforced concrete bridge within the scope of roadbed land used, road, stream, communication, electric power facility, upper and lower water course grave and other building, relevant department all should be assisted to remove in advance or transform; Suitable reinforcing be should give for the Dangerous Building near roadbed; Safekeeping is answered to cultural relics and historic sites.Concrete operations are with reference to Highway Roadbed Construction Technology specification.
Also be provided with ditch in the side of roadbed in the side of roadbed, ditch is offered to roadbed by surface layer, and side, ditch is also provided with gutter, and gutter is arranged downwards by basic unit and is communicated with ditch.Road kerb interlayer is provided with between ditch and surface layer, leveling layer, basic unit, bed course.
During the laying of seam sand: should not be greater than 5% by the accumulative screen over-size of 2.50mm sieve aperture, powder content should be not more than 3%, and clod content is less than 1%, and moisture content should be less than 3%.
Road structure described in the embodiment of the present invention 3 is applicable to the construction of kart road surface.
Surface layer adopts regeneration aggregate water-permeable brick, and its coefficient of permeability is about 20 times of common water-permeable brick, even higher, and its water retention property is the twice of common water-permeable brick, even higher; Basic unit adopts regenerated coarse aggregate, and regenerated coarse aggregate has the advantages that bulk density is little, porosity is large, water permeability is high, and regenerated coarse aggregate self has higher water absorption rate in addition, so the water permeability of basic unit and water retention property are all very high; Leveling layer adopts recycled fine aggregate, and recycled fine aggregate water absorption rate is about 10 times of natural aggregate, therefore has good water retention property; Triplicity makes whole permeable pavement structure have high pervious function and high-water performance.Present invention process is simple, utilize building castoff to be processed into regeneration aggregate construction and obtain a kind of high permeable, high water conservation road surface permeable structure, not only solve building castoff handling problems, a large amount of constructional materials can be provided again, the energy problem simultaneously avoiding natural stone resource exploitation to bring, environmental problem and social concern, be the behave of achieving many things at one stroke, especially immeasurable effect is played in permeable, the adjustment of high-water performance to urban surface humiture of the height that has of this road surface permeable structure.
To those skilled in the art, obviously the invention is not restricted to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present invention or essential characteristic, the present invention can be realized in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present invention is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the present invention.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (9)
1. a permeable pavement structure construction method for permeable and water conservation, is characterized in that, comprise the following steps:
Roadway excavation: according to the requirement of design, excavation roadbed, the cleaning earthwork, and reach design elevation; Check longitudinal gradient, horizontal wall inscription and sideline; Finishing roadbed, levelling grinding compacting, coefficient of consolidation reaches more than 95%;
Setting cushion: if do not settle gutter, lays the reclaimed sand that 30-100mm is thick above the roadbed excavated; To settle gutter, lay grey earth mixtures as bed course above the roadbed excavated, in dirt, lime is 0.06-0.14:1 with the mass ratio of soil, and lay rear levelling compacting, coefficient of consolidation reaches more than 95%, and the thickness of bed course is 100-150mm;
Basic unit lays: above bed course, lay the specific grating permeable cement stable regeneration aggregate between grating regenerated coarse aggregate or 5-40mm that particle diameter is 5-63mm as basic unit and compacting, coefficient of consolidation reaches more than 93%, and the thickness of basic unit is 80-200mm;
Leveling layer lay: lay above basic unit particle diameter be the grating recycled fine aggregate of 0.315-5.0mm as leveling layer, lay rear levelling compacting, the thickness of leveling layer is 30-50mm;
Topping laying: lay regeneration aggregate water-permeable brick as surface layer above leveling layer, regeneration aggregate water-permeable brick should keep flat gently when laying, and beats stable with rubber hammer, but must not the corner of injury regeneration aggregate water-permeable brick, and the thickness of surface layer is 60-100mm;
Seam sand is laid: be laid on surface layer by seam sand, makes it enter seam crossing between regeneration aggregate water-permeable brick, forms permeable pavement structure that is permeable and water conservation.
2. permeable pavement structure construction method according to claim 1, is characterized in that, described roadway excavation step also comprises, and should note the pipeline of embedded underground when excavating roadbed.
3. permeable pavement structure construction method according to claim 1, it is characterized in that, described setting cushion step also comprises, water layer of setting up defences on bed course upper berth, described waterproofing course adopts impermeability geotextiles or geomembrane to lay, or employing thickness is the cement mortar laying of 20-50mm.
4. permeable pavement structure construction method according to claim 3, is characterized in that, the cement in described cement mortar or gel rubber material: the mass ratio of sand is 1:2.5-3.
5. permeable pavement structure construction method according to claim 1, it is characterized in that, in setting cushion step, to settle gutter, above the roadbed excavated, lay grey earth mixtures as bed course, in dirt, lime is 0.06-0.14:1 with the mass ratio of soil, lays rear levelling compacting, coefficient of consolidation reaches more than 95%, and the thickness of bed course is 100-150mm.
6. permeable pavement structure construction method according to claim 1, is characterized in that, lay in step in basic unit, the particle diameter of described grating regenerated coarse aggregate is 5-63mm.
7. permeable pavement structure construction method according to claim 1, it is characterized in that, lay in step in basic unit, permeable cement stable regeneration aggregate is divided into 5-10mm, 5-25mm and 5-40mm tri-kinds of gratings, desirable wherein arbitrary grating is as permeable cement stable regeneration aggregate, and wherein cement mixing content is 10-20%.
8. permeable pavement structure construction method according to claim 1, it is characterized in that: be also provided with ditch in the side of roadbed, described ditch is offered to roadbed by surface layer, and side, ditch is also provided with gutter, and described gutter is arranged downwards by basic unit and is communicated with ditch.
9. permeable pavement structure construction method according to claim 1, is characterized in that: be provided with road kerb interlayer between described ditch and surface layer, leveling layer, basic unit, bed course.
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| CN110424216A (en) * | 2019-07-03 | 2019-11-08 | 金华市中天城建绿色再生资源有限公司 | The green road trails construction that permeable and water storage combines |
| CN110818343A (en) * | 2018-08-09 | 2020-02-21 | 湖北工业大学 | Water permeable brick containing construction waste and preparation method and construction process thereof |
| CN111041929A (en) * | 2019-12-24 | 2020-04-21 | 同济大学 | Light-emitting pervious concrete road based on recycled aggregate and construction method thereof |
| CN111851194A (en) * | 2020-07-17 | 2020-10-30 | 无锡市政设计研究院有限公司 | Permeable road structure for sidewalk or square |
| CN113605172A (en) * | 2021-08-02 | 2021-11-05 | 河南中交路通工程监理咨询有限公司 | Permeable pavement and construction method thereof |
| CN114032727A (en) * | 2021-11-30 | 2022-02-11 | 西安长大公路养护技术有限公司 | Construction method of large-particle-size cement regeneration base pavement structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03208903A (en) * | 1990-01-11 | 1991-09-12 | Uesuto Haikuree:Kk | Paving method |
| KR20010079055A (en) * | 2001-06-09 | 2001-08-22 | 김상길 | Solidifying method for eco-foundation |
| CN101824787A (en) * | 2010-03-25 | 2010-09-08 | 马银华 | Waterproof shock-absorption road surface structure and construction method thereof |
| CN102477712A (en) * | 2010-11-23 | 2012-05-30 | 上海德滨环保科技有限公司 | Method for paving large-size permeable pavement bricks |
-
2015
- 2015-06-04 CN CN201510299438.9A patent/CN104878678A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03208903A (en) * | 1990-01-11 | 1991-09-12 | Uesuto Haikuree:Kk | Paving method |
| KR20010079055A (en) * | 2001-06-09 | 2001-08-22 | 김상길 | Solidifying method for eco-foundation |
| CN101824787A (en) * | 2010-03-25 | 2010-09-08 | 马银华 | Waterproof shock-absorption road surface structure and construction method thereof |
| CN102477712A (en) * | 2010-11-23 | 2012-05-30 | 上海德滨环保科技有限公司 | Method for paving large-size permeable pavement bricks |
Non-Patent Citations (3)
| Title |
|---|
| 宋中南等: "《透水混凝土及其应用技术》", 31 August 2011, 中国建筑工业出版社 * |
| 王海燕等: "混凝土透水砖的配合比设计、生产与施工", 《新型建筑材料》 * |
| 董崇天: "城市园林道路中透水砖的应用研究", 《园林科技》 * |
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