CN106758650A - A kind of novel ecological pervious concrete pavement - Google Patents
A kind of novel ecological pervious concrete pavement Download PDFInfo
- Publication number
- CN106758650A CN106758650A CN201611016356.XA CN201611016356A CN106758650A CN 106758650 A CN106758650 A CN 106758650A CN 201611016356 A CN201611016356 A CN 201611016356A CN 106758650 A CN106758650 A CN 106758650A
- Authority
- CN
- China
- Prior art keywords
- pervious concrete
- lytag
- permeable
- water
- cement
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00284—Materials permeable to liquids
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
Abstract
The present invention discloses a kind of novel ecological pervious concrete pavement, including permeable surface layer, permeable structure layer, regeneration aggregate basic unit and the rammed soil type of foundation bottom being arranged in order；The permeable structure layer is lytag pervious concrete；The regeneration aggregate basic unit is coagulation great soil group construction refuse regenerated aggregate.While novel ecological pervious concrete pavement of the present invention solves the problems, such as flyash waste pollution, coagulation great soil group building waste is made full use of, it is turned waste into wealth, be conducive to environmental protection；With preferable water penetration, water resistance and intensity higher, comprehensive utilization of the sponge urban construction to solid waste and building waste is realized.
Description
Technical field
The invention belongs to pavement technique field, and in particular to a kind of novel ecological pervious concrete pavement.
Background technology
Flyash is commonly called as flying dust, is the discarded object of power boiler discharge of coal-burning power plant's discharge, at the same be also the current discharge capacity of China compared with
One of big industrial residue.In recent years, with the increase of resources requirement, flyash yield is in ascendant trend year by year.According to correlation
Report, China's flyash yield occupies first place in the world more than 600,000,000 tons within 2015, and grey forecasting model estimates the year two thousand twenty China
Flyash discharge capacity is up to 900,000,000 tons.If be not acted upon to flyash, airborne dust will be produced, air be polluted, if entering water
System can cause river to silt up, and toxic chemical substance therein can also do harm to huamn body.Therefore how flyash is rationally utilized,
That realizes waste resource utilizes extremely urgent once again.
In recent years, with the continuous popularization of sustainable development idea, building trade not only needs to consider the comprehensive of solid waste
Close and utilize, and the reusable edible of building waste should be paid attention to.Currently, building waste has become the main of China's municipal refuse
Part, has accounted for the 30%~40% of municipal refuse total amount, and the problem in building waste besieged city is more serious, how will build
Building refuse is turned waste into wealth, the important topic as building and field of Environment Protection now.
With the quickening of economic fast-developing and urbanization process, urban road hardening area is more and more, most of
It is Common Concrete Pavement, these fluid-tight road surfaces can bring a series of influences to urban ecological environment, and then produce many
Problem：(1) city " tropical island effect " is aggravated, extremely reduces people's life comfort level, the health of the serious threat mankind；(2) it is common
Concrete road surface is waterproof, underground water cannot be supplemented, and heavy rain is attacked, and a large amount of rainwater are gathered on road surface, and Urban Waterlogging is caused very
Big pressure, has a strong impact on the trip of common people.With the improvement to these problems, pervious concrete industry achieves fluffy at this stage
The exhibition of breaking out.
Pervious concrete is that, by a kind of porous light concrete of aggregate, cement and water mixing, it is free of fine aggregate,
Mutually bonded by coarse aggregate Surface coating a thin layer cement mortar and form the uniform alveolate texture in hole.On the one hand, in heat absorption
The ground covered close to natural vegetation with heat storage function aspect, can adjust the temperature and humidity of city space, alleviate city
City's tropical island effect；On the other hand, pervious concrete has good penetrating power, can effectively reduce rainwash, addedly
Lower water resource, the urban waterlogging that the heavy rain frequently occurred for improving China triggers will play a significant role, and be China at this stage
The one kind for wideling popularize " sponge city " construction is embodied.
At present, the aggregate of pervious concrete has focused largely on natural sand stone, and the exploitation of natural sand stone is renewable to ecology
Recycling property and its unfavorable, and the theory of sustainable development is not met, therefore, how using lytag substitution or portion
Divide substitution natural sand stone as the aggregate of pervious concrete, while building waste potential value is fully excavated, so as to prepare new
Ecological permeable concrete road surface can not urgently treat.
The content of the invention
In view of problem above, the present invention provides a kind of novel ecological pervious concrete pavement, with preferable water penetration, storage
Aqueous and higher intensity, not only solves flyash waste pollution problem, and it is useless effectively to have disposed coagulation great soil group building
Gurry, while avoiding energy problem, environmental problem and social concern that natural sand stone resource exploitation brings.
To achieve the above object, the present invention is adopted the following technical scheme that：
A kind of novel ecological pervious concrete pavement, including permeable surface layer, permeable structure layer, the regeneration aggregate being arranged in order
Basic unit and rammed soil type of foundation bottom, the permeable structure layer is lytag pervious concrete；The regeneration aggregate basic unit is mixed
Solidifying great soil group construction refuse regenerated aggregate；
The raw material components of the lytag pervious concrete based on following weight portion, including：
Cement 500-600 parts, lytag 750-800 parts, 300-400 parts of regenerated building coarse aggregate, water reducer 5-15
Part, water 150-200 parts.
Wherein, the cement is 52.5 grades of Portland cement.
Wherein, the lytag is 700~900kg/m of density3, particle size range be the single levels of 5~15mm match somebody with somebody it is strong
Haydite of the scale number as many as 5.0MPa.
Wherein, the particle size range of regenerated building coarse aggregate used in the lytag pervious concrete be 5~
15mm。
Wherein, the water reducer is high performance water reducing agent of polyocarboxy acid.
Wherein, the coagulation great soil group construction refuse regenerated aggregate is through broken, screening, removal of impurities by coagulation great soil group building waste
Particle size range is the aggregate of 5-25mm after PROCESS FOR TREATMENT.
Wherein, the rammed soil type of foundation bottom is rammed earth soil matrix.
It is that thickness is the regeneration aggregate basic unit of 100mm on the rammed earth soil matrix；In the regeneration aggregate basic unit
It is that thickness is the lytag pervious concrete of 150mm；It is that thickness is in the lytag pervious concrete layer
The permeable surface layer of 30mm.
Wherein, the permeable surface layer is cement and sand weight proportion is 1:The 4 permeable mortar surface layer of cement or colour is thoroughly
Water finish coat.
Wherein, the lytag pervious concrete is pre-formed by the following method：
The lytag is fully prewetted in using preceding 24h, makes its water suction in saturation state, then air-dry 24h, made
Lytag internal void is aqueous to reach saturation and surface is in drying regime；
Above-mentioned lytag and regenerated building coarse aggregate in drying regime are mixed into 30s, water is subsequently adding
Mud, water reducer and 70% water mix 60s, finally add mixer stirring 40s, then using low frequency plate vibrator by excess water
Or special rolling tools roll forming.
Ecological permeable concrete road surface disclosed by the invention has certain compression strength, compression strength can reach C20 with
On, with water penetration and certain water-holding capacity higher, and because permeable structure layer uses lytag and regenerated building
Coarse aggregate pervious concrete, enables flyash solid waste and building waste to comprehensively utilize.Regeneration aggregate basic unit is using mixed
Solidifying great soil group building waste, on the one hand can be turned waste into wealth, and be conducive to environmental protection；Another aspect regeneration aggregate has bulk density
The characteristics of small, porosity is big, water permeable ability is strong, in addition its own there is water absorption rate higher, therefore basic unit have it is good saturating
Aqueous energy and water retention property.
Brief description of the drawings
Fig. 1 is the structural representation of novel ecological pervious concrete pavement of the invention；
Marked in figure：1 is permeable surface layer, 2 is permeable structure layer, 3 is regeneration aggregate basic unit, 4 is rammed soil type of foundation bottom.
Specific embodiment
Below, substantive distinguishing features of the invention and advantage are further described with reference to example, but the present invention not office
It is limited to listed embodiment.
Embodiment 1
As shown in figure 1, in the present embodiment, permeable surface layer that novel ecological pervious concrete pavement includes being arranged in order, thoroughly
Water-bound layer, regeneration aggregate basic unit and rammed soil type of foundation bottom.Wherein, permeable surface layer is cement and sand weight proportion is 1:4th, thickness
It is the permeable mortar of cement (or colorful water-permeable facing) of 30mm；Permeable structure layer be 150mm, compression strength be 21.5Mpa
Lytag pervious concrete；Regeneration aggregate groundwork thickness 100mm is coagulation great soil group building waste through broken, screening, removal of impurities
Particle diameter is the aggregate of 5mm after PROCESS FOR TREATMENT；Bottom is rammed earth soil matrix.
Lytag pervious concrete includes cement, lytag, regenerated building coarse aggregate, water reducer and water.Should
Cement, lytag, regenerated building coarse aggregate in lytag pervious concrete, water reducer, the weight proportion of water are
528：750：300：10：180, permeable structure layer porosity is 23%.
Wherein, cement is 52.5 grades of Portland cement, can be using Tianjin Zhenxing Cement Co., Ltd.'s production just
Logical 52.5 grades Portland cement；Lytag is that density is 750kg/m3, particle diameter is the intensity scale that the single levels of 5mm are matched somebody with somebody
Lytag number as many as 5.0MPa；Lytag is fully prewetted using preceding 24h, makes its water suction in saturation state,
24h is air-dried again, makes that haydite internal void is aqueous to reach saturation and surface is in drying regime；
Regenerated building coarse aggregate size is 5mm；Water reducer is high performance water reducing agent of polyocarboxy acid.Such as using the happy ring science and technology in Tianjin
The YMS-Z high performance water reducing agent of polyocarboxy acid of Development Co., Ltd's production.
Lytag pervious concrete forms permeable structure layer by roll forming after the stirring that fed intake using three times, specifically
It is that lytag and regenerated building coarse aggregate are first mixed into 30s, is subsequently adding cement, water reducer and 70% water mix
60s, finally adds mixer stirring 40s by remaining mixing water.Then rolled using low frequency plate vibrator or special rolling tools
It is molded.
Embodiment 2
In the present embodiment, novel ecological pervious concrete pavement include be arranged in order permeable surface layer, permeable structure layer, again
Raw aggregate basic unit and rammed soil type of foundation bottom.Permeable surface layer is cement and sand weight proportion is 1:4 thickness are permeable for the cement of 30mm
Sand surface layer (or colorful water-permeable facing)；Permeable structure layer is 150mm, compression strength for the lytag of 23.2Mpa is permeable mixed
Solidifying soil；Regeneration aggregate groundwork thickness 100mm, is that coagulation great soil group building waste particle diameter after broken, screening, impurity removal process treatment is
The aggregate of 15mm；Bottom is rammed earth soil matrix.
Lytag pervious concrete includes cement, lytag, regenerated building coarse aggregate, water reducer and water.Should
The weight proportion of cement, lytag, regenerated building coarse aggregate, water reducer, water in concrete is 580：750：400：15：
167, permeable structure layer porosity is 20%.
Wherein, cement is 52.5 grades of Portland cement, can be using Tianjin Zhenxing Cement Co., Ltd.'s production just
Logical 52.5 grades Portland cement；Lytag is that density is 900kg/m3, particle diameter is the intensity scale that the single levels of 8mm are matched somebody with somebody
Lytag number as many as 5.0MPa；Lytag should shift to an earlier date 24h and fully prewet, and make its water suction in saturation state,
24h is air-dried again, makes that haydite internal void is aqueous to reach saturation and surface is in drying regime；
Regenerated building coarse aggregate size is 10mm；Water reducer is high performance water reducing agent of polyocarboxy acid.Such as use Tianjin Yue Ming sections
The YMS-Z high performance water reducing agent of polyocarboxy acid of skill Development Co., Ltd production.
Lytag pervious concrete forms permeable structure layer by roll forming after the stirring that fed intake using three times, specifically
It is that haydite and regenerated building coarse aggregate are first mixed into 30s, is subsequently adding cement, water reducer and 70% water mix 60s, most
Remaining water is added into mixer stirring 40s afterwards, then using low frequency plate vibrator or special rolling tools roll forming.
Embodiment 3
In the present embodiment, novel ecological pervious concrete pavement include be arranged in order permeable surface layer, permeable structure layer, again
Raw aggregate basic unit and rammed soil type of foundation bottom.Permeable surface layer is cement and sand weight proportion is 1:4 thickness are permeable for the cement of 30mm
Sand surface layer (or colorful water-permeable facing)；Permeable structure layer is 150mm, compression strength for the lytag of 22.6Mpa is permeable mixed
Solidifying soil；Regeneration aggregate groundwork thickness 100mm, is that coagulation great soil group building waste particle diameter after broken, screening, impurity removal process treatment is
The aggregate of 20mm；Bottom is rammed earth soil matrix.
Lytag pervious concrete includes cement, lytag, regenerated building coarse aggregate, water reducer and water.Should
The weight proportion of cement, lytag, regenerated building coarse aggregate, water reducer, water in concrete is 560：780：380：10：
170, permeable structure layer porosity is 20%.
Wherein, cement is 52.5 grades of Portland cement, can be using Tianjin Zhenxing Cement Co., Ltd.'s production just
Logical 52.5 grades Portland cement；Lytag is that density is 850kg/m3, particle diameter is the intensity that the single levels of 12mm are matched somebody with somebody
Lytag of the label as many as 5.0MPa；Lytag should shift to an earlier date 24h and fully prewet, and make its water suction in saturation shape
State, then air-dry 24h, makes that haydite internal void is aqueous to reach saturation and surface is in drying regime；
Regenerated building coarse aggregate size is 15mm；Water reducer is poly-carboxylic high-performance diminishing, and agent is as used Tianjin Yue Ming sections
The YMS-Z high performance water reducing agent of polyocarboxy acid of skill Development Co., Ltd production.
Lytag pervious concrete forms permeable structure layer by roll forming after the stirring that fed intake using three times, specifically
It is that haydite and regenerated building coarse aggregate are first mixed into 30s, is subsequently adding cement, water reducer and 70% water mix 60s, most
Remaining water is added into mixer stirring 40s afterwards, then using low frequency plate vibrator or special rolling tools roll forming.
Embodiment 4
In the present embodiment, novel ecological pervious concrete pavement include be arranged in order permeable surface layer, permeable structure layer, again
Raw aggregate basic unit and rammed soil type of foundation bottom.Permeable surface layer is cement and sand weight proportion is 1:4 thickness are permeable for the cement of 30mm
Sand surface layer (or colorful water-permeable facing)；Permeable structure layer is 150mm, compression strength for the lytag of 21.8Mpa is permeable mixed
Solidifying soil；Regeneration aggregate groundwork thickness 100mm, is that coagulation great soil group building waste particle diameter after broken, screening, impurity removal process treatment is
The aggregate of 25mm；Bottom is rammed earth soil matrix.
Lytag pervious concrete includes cement, lytag, regenerated building coarse aggregate, water reducer and water.Should
The weight proportion of cement, lytag, regenerated building coarse aggregate, water reducer, water in concrete is 540：800：350：10：
175, permeable structure layer porosity is 22%.
Wherein, cement is 52.5 grades of Portland cement, can be using Tianjin Zhenxing Cement Co., Ltd.'s production just
Logical 52.5 grades Portland cement；Lytag is that density is 750kg/m3, particle diameter is the intensity that the single levels of 15mm are matched somebody with somebody
Lytag of the label as many as 5.0MPa；Lytag should shift to an earlier date 24h and fully prewet, and make its water suction in saturation shape
State, then air-dry 24h, makes that haydite internal void is aqueous to reach saturation and surface is in drying regime；
Regenerated building coarse aggregate size is 8mm；Water reducer is high performance water reducing agent of polyocarboxy acid.Such as using the happy ring science and technology in Tianjin
The YMS-Z high performance water reducing agent of polyocarboxy acid of Development Co., Ltd's production.
Lytag pervious concrete forms permeable structure layer by roll forming after the stirring that fed intake using three times, specifically
It is that haydite and regenerated building coarse aggregate are first mixed into 30s, is subsequently adding cement, water reducer and 70% water mix 60s, most
Remaining water is added into mixer stirring 40s afterwards, then using low frequency plate vibrator or special rolling tools roll forming.
Embodiment 5
In the present embodiment, novel ecological pervious concrete pavement include be arranged in order permeable surface layer, permeable structure layer, again
Raw aggregate basic unit and rammed soil type of foundation bottom.Permeable surface layer is cement and sand weight proportion is 1:4 thickness are permeable for the cement of 30mm
Sand surface layer (or colorful water-permeable facing)；Permeable structure layer is 150mm, compression strength for the lytag of 23.5Mpa is permeable mixed
Solidifying soil；Regeneration aggregate groundwork thickness 100mm, is that coagulation great soil group building waste particle diameter after broken, screening, impurity removal process treatment is
The aggregate of 20mm；Bottom is rammed earth soil matrix.
Lytag pervious concrete includes cement, lytag, regenerated building coarse aggregate, water reducer and water.Should
The weight proportion of cement, lytag, regenerated building coarse aggregate, water reducer, water in concrete is 600：750：400：15：
165 permeable structure layer porosities are 17%.
Wherein, cement is 52.5 grades of Portland cement, can be using Tianjin Zhenxing Cement Co., Ltd.'s production just
Logical 52.5 grades Portland cement；Lytag is that density is 900kg/m3, particle diameter is the intensity that the single levels of 10mm are matched somebody with somebody
Lytag of the label as many as 5.0MPa；Lytag should shift to an earlier date 24h and fully prewet, and make its water suction in saturation shape
State, then air-dry 24h, makes that haydite internal void is aqueous to reach saturation and surface is in drying regime；
Regenerated building coarse aggregate size is 10mm；Water reducer is high performance water reducing agent of polyocarboxy acid.Such as use Tianjin Yue Ming sections
The YMS-Z high performance water reducing agent of polyocarboxy acid of skill Development Co., Ltd production.
Lytag pervious concrete forms permeable structure layer by roll forming after the stirring that fed intake using three times, specifically
It is that haydite and regenerated building coarse aggregate are first mixed into 30s, is subsequently adding cement, water reducer and 70% water mix 60s, most
Remaining water is added into mixer stirring 40s afterwards, then using low frequency plate vibrator or special rolling tools roll forming.
In road surface disclosed in above example 1-5, the compression strength on road surface can reach more than C20, meet road surface
Compression strength requirement, in more than 12mm/s, between 12-15mm/s, water-holding capacity is obviously higher than common coagulation to coefficient of permeability
Soil surface.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (10)
1. a kind of novel ecological pervious concrete pavement, it is characterised in that including the permeable surface layer, the permeable structure that are arranged in order
Layer, regeneration aggregate basic unit and rammed soil type of foundation bottom, the permeable structure layer is lytag pervious concrete；The Regenerated Bone
Material basic unit is coagulation great soil group construction refuse regenerated aggregate；
The raw material components of the lytag pervious concrete based on following weight portion, including：
Cement 500-600 parts, lytag 750-800 parts, 300-400 parts of regenerated building coarse aggregate, water reducer 5-15 parts, water
150-200 parts.
2. novel ecological pervious concrete pavement according to claim 1, it is characterised in that the cement is 52.5 grades general
Logical portland cement.
3. novel ecological pervious concrete pavement according to claim 1, it is characterised in that the lytag is density
700~900kg/m3, particle size range be haydite of the strength mark as many as 5.0MPa that the single levels of 5~15mm are matched somebody with somebody.
4. novel ecological pervious concrete pavement according to claim 1, it is characterised in that the lytag is permeable mixed
The particle size range of regenerated building coarse aggregate used is 5~15mm in solidifying soil.
5. novel ecological pervious concrete pavement according to claim 1, it is characterised in that the water reducer is that polycarboxylic acids is high
Performance water reducer.
6. novel ecological pervious concrete pavement according to claim 1, it is characterised in that the coagulation great soil group building waste
Regeneration aggregate is that particle size range is the aggregate of 5-25mm after broken, screening, impurity removal process treatment by coagulation great soil group building waste.
7. novel ecological pervious concrete pavement according to claim 1, it is characterised in that the rammed soil type of foundation bottom is element
Rammed earth soil matrix.
8. novel ecological pervious concrete pavement according to claim 1, it is characterised in that on the rammed earth soil matrix
It is that thickness is the regeneration aggregate basic unit of 100mm；It is that the lytag that thickness is 150mm is permeable in the regeneration aggregate basic unit
Concrete；It is that thickness is the permeable surface layer of 30mm in the lytag pervious concrete layer.
9. novel ecological pervious concrete pavement according to claim 1, it is characterised in that the permeable surface layer be cement with
Sand weight proportion is 1:The 4 permeable mortar surface layer of cement or colorful water-permeable finish coat.
10. the novel ecological pervious concrete pavement according to claim any one of 1-9, it is characterised in that the flyash
Haydite pervious concrete is pre-formed by the following method：
The lytag is fully prewetted in using preceding 24h, makes its water suction in saturation state, then air-dry 24h, make fine coal
Gray pottery grain internal void is aqueous to reach saturation and surface is in drying regime；
Above-mentioned lytag and regenerated building coarse aggregate in drying regime are mixed into 30s, cement is subsequently adding, is subtracted
Aqua and 70% water mix 60s, finally add mixer stirring 40s, then using low frequency plate vibrator or specially by excess water
Use rolling tools roll forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611016356.XA CN106758650A (en) | 2016-11-18 | 2016-11-18 | A kind of novel ecological pervious concrete pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611016356.XA CN106758650A (en) | 2016-11-18 | 2016-11-18 | A kind of novel ecological pervious concrete pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106758650A true CN106758650A (en) | 2017-05-31 |
Family
ID=58969622
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611016356.XA Pending CN106758650A (en) | 2016-11-18 | 2016-11-18 | A kind of novel ecological pervious concrete pavement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106758650A (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107034767A (en) * | 2017-06-26 | 2017-08-11 | 湖南顺天建设集团有限公司 | A kind of full pervious concrete pavement structure of regeneration aggregate and its construction method |
| CN107503426A (en) * | 2017-08-22 | 2017-12-22 | 中国建筑股份有限公司 | A kind of wet land system and its construction method for integrating rainwater-collecting, regulating and storing, purifying |
| CN107815939A (en) * | 2017-09-20 | 2018-03-20 | 广州大学 | Fluorescence concrete pavement construction method |
| CN107915445A (en) * | 2017-12-01 | 2018-04-17 | 南阳理工学院 | A kind of building refuse concrete and its application |
| CN108086083A (en) * | 2017-11-22 | 2018-05-29 | 温州伟国建设有限公司 | Road cushion |
| CN108130838A (en) * | 2017-12-14 | 2018-06-08 | 同济大学 | A kind of porous pavement water storage base layer modules to purify water and preparation method thereof |
| CN108218356A (en) * | 2017-12-27 | 2018-06-29 | 主义 | A kind of preparation method of solid waste compound water seepage material |
| CN109095947A (en) * | 2018-09-14 | 2018-12-28 | 北京城建十六建筑工程有限责任公司 | A kind of non-fine concrete, its concrete material preparation method and application method of easily seeping water |
| CN109594445A (en) * | 2018-12-14 | 2019-04-09 | 武汉市政工程设计研究院有限责任公司 | A kind of ecology environmental protection color asphalt paving and its construction method |
| CN111501474A (en) * | 2020-04-27 | 2020-08-07 | 安徽省高迪循环经济产业园股份有限公司 | Exposed aggregate ceramsite permeable concrete road structure based on solid waste recycling |
| CN111501667A (en) * | 2020-04-27 | 2020-08-07 | 广东中帆建设有限公司 | Ecological slope protection structure for hydraulic engineering |
| CN111559891A (en) * | 2020-05-29 | 2020-08-21 | 山西圣清科技有限公司 | Multi-solid waste material full-penetration type water permeable and water storage concrete pavement system and laying method thereof |
| CN111877083A (en) * | 2020-08-11 | 2020-11-03 | 曹容川 | Load-bearing geopolymer base water storage road |
| CN117049836A (en) * | 2023-10-11 | 2023-11-14 | 湖南云中再生科技股份有限公司 | Permeable construction waste pavement base material, preparation method and application |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101255040A (en) * | 2008-04-08 | 2008-09-03 | 昆明理工大学 | Method for preparing regenerative road material by using waste building material and construction method thereof |
| CN101392484A (en) * | 2008-10-10 | 2009-03-25 | 中国建筑股份有限公司 | Stone texture-like permeable concrete ground and construction method thereof |
| CN101619557A (en) * | 2009-07-30 | 2010-01-06 | 北京市市政工程研究院 | Pavement base course material prepared from brick mixed building rubbish regenerated aggregate and preparation method thereof |
| CN101624277A (en) * | 2009-08-20 | 2010-01-13 | 三门峡豫鑫路桥工程有限责任公司 | Roadbed material adopting regenerative raw materials including construction wastes and discarded glass to replace sand and stone |
| CN102587592A (en) * | 2012-03-30 | 2012-07-18 | 中国建筑股份有限公司 | Roof greening drainage structure and construction method thereof |
| CN104099845A (en) * | 2014-06-30 | 2014-10-15 | 中国石油集团川庆钻探工程有限公司 | Highway pavement structure taking building rubbish as aggregate |
| CN204875416U (en) * | 2015-06-04 | 2015-12-16 | 深圳市华威环保建材有限公司 | Porous pavement structure |
| CN105625128A (en) * | 2016-02-22 | 2016-06-01 | 成都聚智工业设计有限公司 | Construction waste road cushion |
-
2016
- 2016-11-18 CN CN201611016356.XA patent/CN106758650A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101255040A (en) * | 2008-04-08 | 2008-09-03 | 昆明理工大学 | Method for preparing regenerative road material by using waste building material and construction method thereof |
| CN101392484A (en) * | 2008-10-10 | 2009-03-25 | 中国建筑股份有限公司 | Stone texture-like permeable concrete ground and construction method thereof |
| CN101619557A (en) * | 2009-07-30 | 2010-01-06 | 北京市市政工程研究院 | Pavement base course material prepared from brick mixed building rubbish regenerated aggregate and preparation method thereof |
| CN101624277A (en) * | 2009-08-20 | 2010-01-13 | 三门峡豫鑫路桥工程有限责任公司 | Roadbed material adopting regenerative raw materials including construction wastes and discarded glass to replace sand and stone |
| CN102587592A (en) * | 2012-03-30 | 2012-07-18 | 中国建筑股份有限公司 | Roof greening drainage structure and construction method thereof |
| CN104099845A (en) * | 2014-06-30 | 2014-10-15 | 中国石油集团川庆钻探工程有限公司 | Highway pavement structure taking building rubbish as aggregate |
| CN204875416U (en) * | 2015-06-04 | 2015-12-16 | 深圳市华威环保建材有限公司 | Porous pavement structure |
| CN105625128A (en) * | 2016-02-22 | 2016-06-01 | 成都聚智工业设计有限公司 | Construction waste road cushion |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107034767A (en) * | 2017-06-26 | 2017-08-11 | 湖南顺天建设集团有限公司 | A kind of full pervious concrete pavement structure of regeneration aggregate and its construction method |
| CN107503426A (en) * | 2017-08-22 | 2017-12-22 | 中国建筑股份有限公司 | A kind of wet land system and its construction method for integrating rainwater-collecting, regulating and storing, purifying |
| CN107815939A (en) * | 2017-09-20 | 2018-03-20 | 广州大学 | Fluorescence concrete pavement construction method |
| CN108086083A (en) * | 2017-11-22 | 2018-05-29 | 温州伟国建设有限公司 | Road cushion |
| CN107915445A (en) * | 2017-12-01 | 2018-04-17 | 南阳理工学院 | A kind of building refuse concrete and its application |
| CN108130838A (en) * | 2017-12-14 | 2018-06-08 | 同济大学 | A kind of porous pavement water storage base layer modules to purify water and preparation method thereof |
| CN108218356B (en) * | 2017-12-27 | 2020-09-22 | 淮北金辉绿建科技有限责任公司 | Preparation method of solid waste composite water seepage material |
| CN108218356A (en) * | 2017-12-27 | 2018-06-29 | 主义 | A kind of preparation method of solid waste compound water seepage material |
| CN109095947A (en) * | 2018-09-14 | 2018-12-28 | 北京城建十六建筑工程有限责任公司 | A kind of non-fine concrete, its concrete material preparation method and application method of easily seeping water |
| CN109594445A (en) * | 2018-12-14 | 2019-04-09 | 武汉市政工程设计研究院有限责任公司 | A kind of ecology environmental protection color asphalt paving and its construction method |
| CN111501474A (en) * | 2020-04-27 | 2020-08-07 | 安徽省高迪循环经济产业园股份有限公司 | Exposed aggregate ceramsite permeable concrete road structure based on solid waste recycling |
| CN111501667A (en) * | 2020-04-27 | 2020-08-07 | 广东中帆建设有限公司 | Ecological slope protection structure for hydraulic engineering |
| CN111501474B (en) * | 2020-04-27 | 2022-03-04 | 安徽省高迪循环经济产业园股份有限公司 | Exposed aggregate ceramsite permeable concrete road structure based on solid waste recycling |
| CN111559891A (en) * | 2020-05-29 | 2020-08-21 | 山西圣清科技有限公司 | Multi-solid waste material full-penetration type water permeable and water storage concrete pavement system and laying method thereof |
| CN111877083A (en) * | 2020-08-11 | 2020-11-03 | 曹容川 | Load-bearing geopolymer base water storage road |
| CN117049836A (en) * | 2023-10-11 | 2023-11-14 | 湖南云中再生科技股份有限公司 | Permeable construction waste pavement base material, preparation method and application |
| CN117049836B (en) * | 2023-10-11 | 2024-01-02 | 湖南云中再生科技股份有限公司 | Permeable construction waste pavement base material, preparation method and application |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106758650A (en) | A kind of novel ecological pervious concrete pavement | |
| CN101994283B (en) | Steamed ecological water permeable environmentally friendly brick produced by waste ceramic residues and manufacturing method thereof | |
| Kaur et al. | A review on utilization of coconut shell as coarse aggregate in mass concrete | |
| CN103332902B (en) | A kind of water uptake expansion resin aggregate concrete and preparation method thereof | |
| CN102418308A (en) | Water permeable bricks produced by using building waste residue and manufacturing method thereof | |
| CN106045399B (en) | A kind of water-permeable brick and preparation method thereof | |
| CN108275936B (en) | Reclaimed sand powder green concrete and preparation method thereof | |
| CN104072058A (en) | Recycled concrete produced from construction wastes and production method thereof | |
| CN103936346B (en) | A kind of haydites of book structure pervious ecological concrete | |
| CN101955349A (en) | Sintered permeable environmental-friendly brick produced by using ceramic waste residue and manufacturing method thereof | |
| CN105236878B (en) | A kind of ceramicite concrete permeable ground surface material | |
| CN107721270A (en) | A kind of method that non-sintered water-permeable brick is prepared using municipal sludge | |
| CN107021778A (en) | A kind of plant growth pervious concrete system for realizing reuse of dredging disposal and preparation method thereof | |
| CN104072028B (en) | A kind of fine aggregate concrete batching method of industrial residue | |
| CN107445652A (en) | A kind of foamed ceramics waste material pervious concrete and preparation method thereof | |
| CN103553471B (en) | Method for manufacturing water permeable brick from waste concrete, and pavement method of water permeable brick | |
| CN102381868A (en) | Method for rapidly preparing ceramsite by utilizing mudflat sludge | |
| CN104310880A (en) | Method for improving freeze-thaw resistance of concrete by using waste incineration fly ash pre-treated by washing | |
| CN102092992A (en) | Concrete port brick prepared from domestic garbage incinerator slag and preparation method thereof | |
| CN109455990B (en) | Recycled building garbage regenerated water permeable brick and preparation method thereof | |
| CN102745961A (en) | Mine mullock pervious concrete and preparation method thereof | |
| Fan et al. | New applications of municipal solid waste incineration bottom ash (MSWIBA) and calcined clay in construction: Preparation and use of an eco-friendly artificial aggregate | |
| CN110204275A (en) | A kind of sludge waste mortar baking-free ceramicite and preparation method thereof | |
| CN113683365A (en) | Preparation method of ecological pervious concrete for coastal wetland bank protection material | |
| CN103570337B (en) | Composition for manufacturing shale ceramisite and manufacture method of shale ceramisite |
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 |
Application publication date: 20170531 |
|
| WD01 | Invention patent application deemed withdrawn after publication |