CN106555371A - Garden large area pervious concrete road construction technique - Google Patents
Garden large area pervious concrete road construction technique Download PDFInfo
- Publication number
- CN106555371A CN106555371A CN201611013820.XA CN201611013820A CN106555371A CN 106555371 A CN106555371 A CN 106555371A CN 201611013820 A CN201611013820 A CN 201611013820A CN 106555371 A CN106555371 A CN 106555371A
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- pervious concrete
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- concrete
- mix
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- 239000011380 pervious concrete Substances 0.000 title claims abstract description 41
- 238000010276 construction Methods 0.000 title claims abstract description 36
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000002344 surface layer Substances 0.000 claims abstract description 13
- 238000005520 cutting process Methods 0.000 claims abstract description 10
- 238000002360 preparation method Methods 0.000 claims abstract description 10
- 238000012423 maintenance Methods 0.000 claims abstract description 8
- 239000003223 protective agent Substances 0.000 claims abstract description 7
- 230000001680 brushing effect Effects 0.000 claims abstract description 4
- 238000009415 formwork Methods 0.000 claims abstract description 4
- 239000000203 mixture Substances 0.000 claims description 21
- 238000003756 stirring Methods 0.000 claims description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 21
- 239000004567 concrete Substances 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 15
- 239000004568 cement Substances 0.000 claims description 9
- NIXOWILDQLNWCW-UHFFFAOYSA-M Acrylate Chemical compound [O-]C(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-M 0.000 claims description 6
- KXDHJXZQYSOELW-UHFFFAOYSA-M Carbamate Chemical compound NC([O-])=O KXDHJXZQYSOELW-UHFFFAOYSA-M 0.000 claims description 6
- 229920000877 Melamine resin Polymers 0.000 claims description 6
- 239000004640 Melamine resin Substances 0.000 claims description 6
- 239000002253 acid Substances 0.000 claims description 6
- 150000007513 acids Chemical class 0.000 claims description 6
- 238000013461 design Methods 0.000 claims description 6
- 239000004615 ingredient Substances 0.000 claims description 6
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 6
- YOBAEOGBNPPUQV-UHFFFAOYSA-N iron;trihydrate Chemical compound O.O.O.[Fe].[Fe] YOBAEOGBNPPUQV-UHFFFAOYSA-N 0.000 claims description 6
- VTHJTEIRLNZDEV-UHFFFAOYSA-L magnesium dihydroxide Chemical compound [OH-].[OH-].[Mg+2] VTHJTEIRLNZDEV-UHFFFAOYSA-L 0.000 claims description 6
- 238000002156 mixing Methods 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 6
- 238000012549 training Methods 0.000 claims description 6
- 229920002748 Basalt fiber Polymers 0.000 claims description 5
- 230000035515 penetration Effects 0.000 claims description 5
- 241000521257 Hydrops Species 0.000 claims description 4
- 206010030113 Oedema Diseases 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 4
- 238000009412 basement excavation Methods 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 238000005056 compaction Methods 0.000 claims description 3
- 238000001816 cooling Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- 238000002372 labelling Methods 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 3
- 238000005498 polishing Methods 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000000758 substrate Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000000428 dust Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
- E01C11/226—Coherent pavings
-
- 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
-
- 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
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of garden large area pervious concrete road construction technique, comprises the following steps：（One）Preparation of construction；（Two）Surveying and locating；（Three）Formwork；（Four）Pave, be compacted；（Five）Maintenance；（Six）Expansion joint cutting, the cementation of fissures；（Seven）Brushing surface layer protective agent.Beneficial effects of the present invention：Installation cost is low, improves land utilization ratio, low life cycle cost.
Description
Technical field
The present invention relates to a kind of garden large area pervious concrete road construction technique, belongs to technical field of building construction.
Background technology
Normal concrete is secret room structure now, and rain, water are assembled on road surface, causes water resource in road surface aggregation, affects
Vehicle, passerby be current and the waste of resource.Pervious concrete is a kind of sand-free coarse porous concrete concrete, is typically gathered materials using specified particle diameter
Used as skeleton, it is glued layer that cementing material is wrapped in surface of aggregate, forms the loose structure of one hole of skeleton, is that one kind is conducive to
Promote water circulation, improve the environment-friendly type building material of urban ecological environment.Compared with normal concrete, with good permeable, saturating
Gas, using with good ecological effect and economic benefit on road surface.
The content of the invention
The technical problem to be solved is：A kind of garden large area pervious concrete road construction technique is provided.
To solve above-mentioned technical problem, the technical solution used in the present invention is：
The garden large area pervious concrete road construction technique that the present invention is provided, comprises the following steps：
（One）Preparation of construction
（1）The preparation of pervious concrete：
Pervious concrete, including the composition of following parts by weight：100 parts of cement, water 80-120 parts, nemalite 20-30 parts,
Basalt fibre 12-19 parts, iron sesquioxide 8-12 parts, carbamate 12-30 parts, melamine resin 8-14 parts, acrylate
5-13 parts, Lauxite 9-14 parts, polycarboxylic acids dehydragent 8-12 parts；
The preparation method of described pervious concrete, comprises the following steps:
（a）, by the cement of half weight, water, nemalite, carbamate and polycarboxylic acids dehydragent stirring mix which
Uniformly, 90-120 DEG C of whipping temp；
（b）, by basalt fibre, iron sesquioxide, melamine resin add step（1）In the blending ingredients for obtaining, stirring makes which
Mix homogeneously, 80-100 DEG C of whipping temp, stirring pressure are 1.5-2 atmospheric pressure；
（c）The cement of half weight, acrylate, Lauxite are added into step（2）In the blending ingredients for obtaining, stirring makes which
Mix homogeneously, 100-120 DEG C of whipping temp, stirring pressure are 1-1.5 atmospheric pressure, make pervious concrete；
（2）Personnel prepare：Pervious concrete pavement construction teams and groups are set up, construction teams and groups personnel must make special through professional
Technical training, and carry out the training record of correlation；
（3）Farm Planning：Placing of material place, stirring place and warehouse and fire fighting device arrangement are carried out, placing of material meets stirs
Mix the requirement of type；Job site should be equipped with rain-proof, moistureproof placing of material place, and material should be stacked by mark respectively, handling and
Must not arbitrarily throwing during carrying；
（4）Operating condition：Before pervious concrete surface construction, make cleaning treatment to basic unit, the substrate surface after process should be thick
It is rough, without hydrops, and keep moisture state；
（Two）Surveying and locating：Required according to Pavement Design, the width on road surface, absolute altitude and drainage grade are surveyed and is set, carry out labelling；
（Three）Formwork：Kerbstone is installed as template, after the completion of unwrapping wire, edge stone foundation trench is excavated, excavation width is than edge ground mass
Plinth width 100mm, lays 100mm thickness C15 concrete cushions, is encapsulated with C20 pea gravel concretens on the outside of kerbstone, and kerbstone is installed
Cheng Hou, the height, steadiness to kerbstone inspected for acceptance comprehensively it is qualified after carry out pervious concrete construction；
（Four）Pave, be compacted：Underlayment is first poured according to design requirement, 3d cast surface layers are treated, the coefficient of loose laying that paves is controlled 1.1
After mix paves, first mix is spread out with floating rule push away it is even it is levelling after, with low frequency vibrator vibration drag flat, time of vibration control
In 1min, prevent excessively closely knit, affect permeable effect, it is after pervious concrete compacting, mixed to water penetration using flat board polishing machinery
Solidifying soil surface layer carries out receipts face, accomplish big face it is smooth, uniform, without pit-hole, be allowed to the good uniformity and degree of compaction；
（Five）Maintenance：Moisture-keeping maintaining is carried out to pouring covering colour bar cloth cooling after the pervious concrete face 30min for completing, during maintenance
Between 7-14d, water drenching number of times should make concrete surface keep moistening；
（Six）Expansion joint cutting, the cementation of fissures：Road surface pours and completes the laggard walking along the street face partition seam cuttings of 24h, contracting seam width 10mm, depth
50mm, the cutting process after the completion of concrete speading, movement joint are arranged and little expansion joint (E.J.) together are set per 5m, stitch wide 10 ~ 15mm；Work as construction
When length is more than 30m, if width is the expansion joint of 10 ~ 15mm；In construction, construction joint can replace expansion joint；
（Seven）Brushing surface layer protective agent：After pervious concrete surface construction, the paint surfaces protective agent in 7 days；Sprayed surface is protected
Before shield agent, surface layer should be cleaned.
Beneficial effects of the present invention：
First, economic benefit
1 installation cost is low：Pervious concrete has low installation cost.In the case where this concrete road surface is installed, just it is fitted without down
Necessity of water channel and underground piping.This specific mounting cost is lower than the cost in traditional gutter and draining pipeline.
2 improve land utilization ratio：As he can keep rainwater, you need not buy extra soil to install large-scale pond
With other filtration systems, to keep rainwater.
3 low life cycle costs：This is the material of a sustainable development, and the life-span is higher than in normal concrete.If built
It is good that the parking lot made is safeguarded, most area may continue 20 to four ten years.
2nd, social benefit
1 concrete road surface-A water penetrations, can comparatively fast eliminate the hydrops in road, parking lot when rainy；Can mitigate when rainfall is concentrated
The burden of municipal drainage facility, prevents river inundation and water pollution.
2 prevent surface gathered water, and night is non-reflective, increase road surface safety and current comfortableness.
3rd, environmental protection aspect
1 pervious concrete pavement has water penetration, and rainwater can be made to rapidly permeate into underground, subsoil water is reduced, and keeps soil moisture, dimension
The ecological balance of shield subsoil water and soil, to be avoided that again and cause setting of ground because of exhaustive exploitation subsoil water.
The porosity of 2 concrete systems is larger, with sound absorption, can reduce environment noise.
Urban pollutant can be adsorbed in 3 substantial amounts of spaces（Such as dust）, reduce dust pollution.And ease for maintenance, only need to be with height
The method of pressure washing, you can process hole blockage problem.
Specific embodiment
Embodiment 1
The garden large area pervious concrete road construction technique that the present embodiment is provided, comprises the following steps：
（One）Preparation of construction
（1）The preparation of pervious concrete：
Pervious concrete, including the composition of following parts by weight：100 parts of cement, 120 parts of water, 30 parts of nemalite, basalt
19 parts of fiber, 12 parts of iron sesquioxide, 30 parts of carbamate, 14 parts of melamine resin, 13 parts of acrylate, Lauxite 14
Part, 12 parts of polycarboxylic acids dehydragent；
The preparation method of described pervious concrete, comprises the following steps:
（a）, by the cement of half weight, water, nemalite, carbamate and polycarboxylic acids dehydragent stirring mix which
Uniformly, 120 DEG C of whipping temp；
（b）, by basalt fibre, iron sesquioxide, melamine resin add step（1）In the blending ingredients for obtaining, stirring makes which
Mix homogeneously, 100 DEG C of whipping temp, stirring pressure are 2 atmospheric pressure；
（c）The cement of half weight, acrylate, Lauxite are added into step（2）In the blending ingredients for obtaining, stirring makes which
Mix homogeneously, 120 DEG C of whipping temp, stirring pressure are 1.5 atmospheric pressure, make pervious concrete；
（2）Personnel prepare：Pervious concrete pavement construction teams and groups are set up, construction teams and groups personnel must make special through professional
Technical training, and carry out the training record of correlation；
（3）Farm Planning：Placing of material place, stirring place and warehouse and fire fighting device arrangement are carried out, placing of material meets stirs
Mix the requirement of type；Job site should be equipped with rain-proof, moistureproof placing of material place, and material should be stacked by mark respectively, handling and
Must not arbitrarily throwing during carrying；
（4）Operating condition：Before pervious concrete surface construction, make cleaning treatment to basic unit, the substrate surface after process should be thick
It is rough, without hydrops, and keep moisture state；
（Two）Surveying and locating：Required according to Pavement Design, the width on road surface, absolute altitude and drainage grade are surveyed and is set, carry out labelling；
（Three）Formwork：Kerbstone is installed as template, after the completion of unwrapping wire, edge stone foundation trench is excavated, excavation width is than edge ground mass
Plinth width 100mm, lays 100mm thickness C15 concrete cushions, is encapsulated with C20 pea gravel concretens on the outside of kerbstone, and kerbstone is installed
Cheng Hou, the height, steadiness to kerbstone inspected for acceptance comprehensively it is qualified after carry out pervious concrete construction；
（Four）Pave, be compacted：Underlayment is first poured according to design requirement, 3d cast surface layers are treated, the coefficient of loose laying that paves is controlled 1.1
After mix paves, first mix is spread out with floating rule push away it is even it is levelling after, with low frequency vibrator vibration drag flat, time of vibration control
In 1min, prevent excessively closely knit, affect permeable effect, it is after pervious concrete compacting, mixed to water penetration using flat board polishing machinery
Solidifying soil surface layer carries out receipts face, accomplish big face it is smooth, uniform, without pit-hole, be allowed to the good uniformity and degree of compaction；
（Five）Maintenance：Moisture-keeping maintaining is carried out to pouring covering colour bar cloth cooling after the pervious concrete face 30min for completing, during maintenance
Between 14d, water drenching number of times should make concrete surface keep moistening；
（Six）Expansion joint cutting, the cementation of fissures：Road surface pours and completes the laggard walking along the street face partition seam cuttings of 24h, contracting seam width 10mm, depth
50mm, the cutting process after the completion of concrete speading, movement joint are arranged and little expansion joint (E.J.) together are set per 5m, stitch width 15mm；When construction length
When degree is more than 30m, if width is the expansion joint of 15mm；In construction, construction joint can replace expansion joint；
（Seven）Brushing surface layer protective agent：After pervious concrete surface construction, the paint surfaces protective agent in 7 days；Sprayed surface is protected
Before shield agent, surface layer should be cleaned.
Claims (1)
1. garden large area pervious concrete road construction technique, it is characterised in that comprise the following steps：
（One）Preparation of construction
（1）The preparation of pervious concrete：
Pervious concrete, including the composition of following parts by weight：100 parts of cement, water 80-120 parts, nemalite 20-30 parts,
Basalt fibre 12-19 parts, iron sesquioxide 8-12 parts, carbamate 12-30 parts, melamine resin 8-14 parts, acrylate
5-13 parts, Lauxite 9-14 parts, polycarboxylic acids dehydragent 8-12 parts；
The preparation method of described pervious concrete, comprises the following steps:
（a）, by the cement of half weight, water, nemalite, carbamate and polycarboxylic acids dehydragent stirring mix which
Uniformly, 90-120 DEG C of whipping temp；
（b）, by basalt fibre, iron sesquioxide, melamine resin add step（1）In the blending ingredients for obtaining, stirring makes which
Mix homogeneously, 80-100 DEG C of whipping temp, stirring pressure are 1.5-2 atmospheric pressure；
（c）The cement of half weight, acrylate, Lauxite are added into step（2）In the blending ingredients for obtaining, stirring makes which
Mix homogeneously, 100-120 DEG C of whipping temp, stirring pressure are 1-1.5 atmospheric pressure, make pervious concrete；
（2）Personnel prepare：Pervious concrete pavement construction teams and groups are set up, construction teams and groups personnel must make special through professional
Technical training, and carry out the training record of correlation；
（3）Farm Planning：Placing of material place, stirring place and warehouse and fire fighting device arrangement are carried out, placing of material meets stirs
Mix the requirement of type；Job site should be equipped with rain-proof, moistureproof placing of material place, and material should be stacked by mark respectively, handling and
Must not arbitrarily throwing during carrying；
（4）Operating condition：Before pervious concrete surface construction, make cleaning treatment to basic unit, the substrate surface after process should be thick
It is rough, without hydrops, and keep moisture state；
（Two）Surveying and locating：Required according to Pavement Design, the width on road surface, absolute altitude and drainage grade are surveyed and is set, carry out labelling；
（Three）Formwork：Kerbstone is installed as template, after the completion of unwrapping wire, edge stone foundation trench is excavated, excavation width is than edge ground mass
Plinth width 100mm, lays 100mm thickness C15 concrete cushions, is encapsulated with C20 pea gravel concretens on the outside of kerbstone, and kerbstone is installed
Cheng Hou, the height, steadiness to kerbstone inspected for acceptance comprehensively it is qualified after carry out pervious concrete construction；
（Four）Pave, be compacted：Underlayment is first poured according to design requirement, 3d cast surface layers are treated, the coefficient of loose laying that paves is controlled 1.1
After mix paves, first mix is spread out with floating rule push away it is even it is levelling after, with low frequency vibrator vibration drag flat, time of vibration control
In 1min, prevent excessively closely knit, affect permeable effect, it is after pervious concrete compacting, mixed to water penetration using flat board polishing machinery
Solidifying soil surface layer carries out receipts face, accomplish big face it is smooth, uniform, without pit-hole, be allowed to the good uniformity and degree of compaction；
（Five）Maintenance：Moisture-keeping maintaining is carried out to pouring covering colour bar cloth cooling after the pervious concrete face 30min for completing, during maintenance
Between 7-14d, water drenching number of times should make concrete surface keep moistening；
（Six）Expansion joint cutting, the cementation of fissures：Road surface pours and completes the laggard walking along the street face partition seam cuttings of 24h, contracting seam width 10mm, depth
50mm, the cutting process after the completion of concrete speading, movement joint are arranged and little expansion joint (E.J.) together are set per 5m, stitch wide 10 ~ 15mm；Work as construction
When length is more than 30m, if width is the expansion joint of 10 ~ 15mm；In construction, construction joint can replace expansion joint；
（Seven）Brushing surface layer protective agent：After pervious concrete surface construction, the paint surfaces protective agent in 7 days；Sprayed surface is protected
Before shield agent, surface layer should be cleaned.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611013820.XA CN106555371B (en) | 2016-11-18 | 2016-11-18 | Garden large area pervious concrete road construction technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611013820.XA CN106555371B (en) | 2016-11-18 | 2016-11-18 | Garden large area pervious concrete road construction technique |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106555371A true CN106555371A (en) | 2017-04-05 |
| CN106555371B CN106555371B (en) | 2019-02-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611013820.XA Expired - Fee Related CN106555371B (en) | 2016-11-18 | 2016-11-18 | Garden large area pervious concrete road construction technique |
Country Status (1)
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359332A (en) * | 2019-07-26 | 2019-10-22 | 重庆建工住宅建设有限公司 | A kind of construction method of pervious concrete pavement |
| CN110735370A (en) * | 2019-09-02 | 2020-01-31 | 中国市政工程中南设计研究总院有限公司 | pervious concrete municipal road construction method |
| CN111996869A (en) * | 2020-07-21 | 2020-11-27 | 湖南砼艺市政工程建设有限公司 | Construction process of artificial grass court structure of ecological water-permeable concrete foundation structure |
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| CN104402339A (en) * | 2014-11-20 | 2015-03-11 | 天元建设集团有限公司 | Pervious concrete and construction method thereof |
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2016
- 2016-11-18 CN CN201611013820.XA patent/CN106555371B/en not_active Expired - Fee Related
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|---|---|---|---|---|
| CN1419010A (en) * | 2001-11-12 | 2003-05-21 | 稻叶武男 | Spreading structure, spreading method and sheet for spreading base |
| CN101293760A (en) * | 2007-04-28 | 2008-10-29 | 上海固华墙体环保科技有限公司 | Colorful water permeable concrete pavement and construction technique |
| CN201080587Y (en) * | 2007-09-03 | 2008-07-02 | 北京建工路桥工程建设有限责任公司 | High loading water-permeable concrete floor |
| CN101392484A (en) * | 2008-10-10 | 2009-03-25 | 中国建筑股份有限公司 | Stone texture-imitated pervious concrete ground and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359332A (en) * | 2019-07-26 | 2019-10-22 | 重庆建工住宅建设有限公司 | A kind of construction method of pervious concrete pavement |
| CN110735370A (en) * | 2019-09-02 | 2020-01-31 | 中国市政工程中南设计研究总院有限公司 | pervious concrete municipal road construction method |
| CN111996869A (en) * | 2020-07-21 | 2020-11-27 | 湖南砼艺市政工程建设有限公司 | Construction process of artificial grass court structure of ecological water-permeable concrete foundation structure |
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| CN106555371B (en) | 2019-02-22 |
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