CN102850014A - Water-permeable pavement material - Google Patents
Water-permeable pavement material Download PDFInfo
- Publication number
- CN102850014A CN102850014A CN2012102933447A CN201210293344A CN102850014A CN 102850014 A CN102850014 A CN 102850014A CN 2012102933447 A CN2012102933447 A CN 2012102933447A CN 201210293344 A CN201210293344 A CN 201210293344A CN 102850014 A CN102850014 A CN 102850014A
- Authority
- CN
- China
- Prior art keywords
- water
- permeable
- road surface
- surface material
- pavement material
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 title claims abstract description 26
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 13
- 239000002699 waste material Substances 0.000 claims abstract description 11
- 239000003365 glass fiber Substances 0.000 claims abstract description 10
- 239000002893 slag Substances 0.000 claims abstract description 10
- 239000006004 Quartz sand Substances 0.000 claims abstract description 9
- 239000000843 powder Substances 0.000 claims abstract description 9
- 239000005060 rubber Substances 0.000 claims abstract description 9
- 239000011398 Portland cement Substances 0.000 claims abstract description 8
- 239000002245 particle Substances 0.000 claims description 10
- 239000010881 fly ash Substances 0.000 claims description 7
- 150000002790 naphthalenes Chemical class 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 7
- 230000035699 permeability Effects 0.000 abstract description 4
- 239000004566 building material Substances 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 abstract description 3
- 239000004575 stone Substances 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 239000010883 coal ash Substances 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
- 239000000203 mixture Substances 0.000 description 9
- 239000002002 slurry Substances 0.000 description 6
- 239000000047 product Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 3
- 239000012615 aggregate Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 230000003760 hair shine Effects 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000011456 concrete brick Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000010841 municipal wastewater Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000000979 retarding effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Classifications
-
- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Road Paving Structures (AREA)
Abstract
The invention provides a water-permeable pavement material and belongs to the technical field of building materials. The water-permeable pavement material comprises: by weight, 12 to 15% of ordinary portland cement, 10 to 12% of quartz sand, 15 to 20% of construction waste aggregate, 1 to 2% of a water reducer, 15 to 20% of coal ash, 4 to 8% of steel slag, 8 to 12% of rubber powder, 12 to 15% of glass fibers, 10 to 15% of broken stones and 5 to 9% of diatomite. The water-permeable pavement material has good water permeability and high strength, adopts waste building materials, reduces a cost, is suitable for pavements, piazzas and parks made of water-permeable concrete and can adjust urban microclimate and keep an ecological balance.
Description
Technical field
The invention provides a kind of permeable road surface material, belong to building material technical field.
Background technology
At present, the road in China cities and towns, square are laid and are formed mainly with traditional pitch, concrete material.But these road surfaces are scarcely permeable, and after the rainfall, rainwater can be tackled by the road surface; In addition, the significant decline of Urban Underground water level has been caused because long-term excess is exploited lower ground water resources in each city in addition.Subsiding that ground causes because ground water table descends happens occasionally.Because rainwater can not permeate the ground by the road surface, rainwater is discharged from the municipal wastewater pipe network, has increased again the load of municipal drainage system again.
At present, China has mainly still carried out the research of the permeable concrete brick being laid the walkway, and uses home made materials and operating technique laying road fully, and the square does not still reach the degree of practical application.
Summary of the invention
For above problem, the invention provides a kind of permeable road surface material, comprise following component by weight: ordinary Portland cement 12～15%, quartz sand 10～12%, building waste aggregate 15～20%, water reducer 1%～2%, flyash 15～20%, slag 4～8%, rubber powder 8～12%, glass fibre 12～15%, rubble 10～15%, diatomite 5～9%.
The particle size range of above-mentioned building waste aggregate is preferably 3mm～5mm.
Above-mentioned water reducer is preferably from the TW-10 naphthalene series high-efficiency water-reducing agent.
Above-mentioned slag preferable particle size is 1～3mm.
The particle size range of ore is preferably 4～7mm.
Permeable ground surface material provided by the invention is preferably from the component of following weight ratio: ordinary Portland cement 12%, quartz sand 10%, building waste aggregate 15%, water reducer 1%, flyash 20%, slag 5%, rubber powder 8%, glass fibre 13%, rubble 11%, diatomite 5%.
Permeable provided by the invention road surface with the material preparation method is:
In mixing machine, add ordinary Portland cement, building waste aggregate, flyash, slag, rubber powder, at room temperature mixed 30 minutes, get once mixture.
In once mixture, add again quartz sand, glass fibre, rubble, 80～100 ℃ of lower mixing 1 hour, get secondary mixture.
In secondary mixture, add water reducer, diatomite, at room temperature mixed 30 minutes, get finished product.
With finished product packing.
Using method is:
1. base treatment: make sub-surface solid smooth, without greasy dirt.
2. in cement mixer, adding is put into clear water by ground surface material 15～25% weight ratios, slowly add again this ground surface material, fully stir with electric mixer low speed, be stirred to even without luming the slurry of formation good fluidity while pour into, after leaving standstill 5～10 minutes, restir can use after forming thick shape in 1～2 minute, and the slurry of mixing is poured on the construction surface, makes slurry smooth again; After construction is finished, avoid high wind to blow in 24 hours, burning sun shines, vibrations or scratch.
Permeable provided by the invention road surface with the advantage that material has is:
1. good water permeability.
2. has higher intensity.
3. use discarded material of construction, reduced cost.
Be applicable to the road surface, square, parking lot of permeable concrete etc., regulate urban micro-climate, keep ecological balance.
Embodiment
Embodiment 1
Get the material of following weight:
Ordinary Portland cement 12kg (52.5R, the brilliant magnificent Group Co.,Ltd in Dezhou), quartz sand 10kg (stone quartz sand factory is good in the Lingshou County), (particle size range is 3mm～5mm) to building waste aggregate 15kg, water reducer 1kg (UNF-3 efficient retarding and water reducing agent, the Shanxi Huang is risen chemical industry company limited), flyash 15kg (Guangdong Wenli Paper Making Co., Ltd), slag 4kg (Shanghai Xiang degree mechanical means company limited, particle diameter is 1～3mm), rubber powder 12kg (the rubber powder company limited that gets profit is closed in Wuhan), glass fibre 12kg (alkali-free short glass fiber, Taishan glass fiber Ltd), rubble 10kg (particle size range is about 10cm), diatomite 9kg (Shengzhou fountain diatomite product company limited, particle size range 0.5～1mm).
The preparation method is:
In mixing machine, add ordinary Portland cement, building waste aggregate, flyash, slag, rubber powder, at room temperature mixed 30 minutes, get once mixture.
In once mixture, add again quartz sand, glass fibre, rubble, 80-100 ℃ of lower the mixing 1 hour, get secondary mixture.
In secondary mixture, add water reducer, diatomite, at room temperature mixed 30 minutes, get finished product.
With finished product packing.
Using method is:
1. base treatment: make sub-surface solid smooth, without greasy dirt.
2. in cement mixer, adding is put into clear water by ground surface material 15% weight ratio, slowly add again this ground surface material, fully stir with electric mixer low speed, be stirred to even without luming the slurry of formation good fluidity while pour into, after leaving standstill 5～10 minutes, restir can use after forming thick shape in 1～2 minute, and the slurry of mixing is poured on the construction surface, makes slurry smooth again; After construction is finished, avoid high wind to blow in 24 hours, burning sun shines, vibrations or scratch.
Permeable road surface in the present embodiment coefficient of permeability 15 * 10 of material
-2Cm/s, ultimate compression strength is 45Mpa, folding strength is 7Mpa.
Embodiment 2～embodiment 6
Take by weighing each component according to the weight in the table 1:
The composition weight of table 1 embodiment 2～embodiment 6
Preparation method and using method are with embodiment 1, and the performance perameter on the road surface that construction obtains sees Table 2.
The performance perameter of the ground surface material of table 2 embodiment 2～embodiment 6
| Embodiment 2 | Embodiment 3 | Embodiment 4 | Embodiment 5 | Embodiment 6 | |
| Coefficient of permeability (cm/s) | 15×10 -2 | 18×10 -2 | 19×10 -2 | 15×10 -2 | 17×10 -2 |
| Ultimate compression strength (Mpa) | 40 | 41 | 48 | 42 | 40 |
| Folding strength (MPa) | 6 | 7 | 9 | 4 | 5 |
Claims (6)
1. a permeable road surface material comprises following component by weight: ordinary Portland cement 12～15%, quartz sand 10～12%, building waste aggregate 15～20%, water reducer 1～2%, flyash 15～20%, slag 4～8%, rubber powder 8～12%, glass fibre 12～15%, rubble 10～15%, diatomite 5～9%.
2. permeable according to claim 1 road surface material, it is characterized in that: the particle size range of described building waste aggregate is 3mm～5mm.
3. permeable according to claim 1 road surface material, it is characterized in that: described water reducer is the TW-10 naphthalene series high-efficiency water-reducing agent.
4. permeable according to claim 1 road surface material, it is characterized in that: the particle size range of described slag is 1～3mm.
5. permeable according to claim 1 road surface material, it is characterized in that: the particle size range of described ore is 4～7mm.
6. permeable according to claim 1 road surface material, it is characterized in that: each component has following weight percent: ordinary Portland cement 12%, quartz sand 10%, building waste aggregate 15%, water reducer 1%, flyash 20%, slag 5%, rubber powder 8%, glass fibre 13%, rubble 11%, diatomite 5%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210293344.7A CN102850014B (en) | 2012-08-17 | 2012-08-17 | Water-permeable pavement material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210293344.7A CN102850014B (en) | 2012-08-17 | 2012-08-17 | Water-permeable pavement material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102850014A true CN102850014A (en) | 2013-01-02 |
| CN102850014B CN102850014B (en) | 2014-02-05 |
Family
ID=47397057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210293344.7A Expired - Fee Related CN102850014B (en) | 2012-08-17 | 2012-08-17 | Water-permeable pavement material |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102850014B (en) |
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103396047A (en) * | 2013-08-06 | 2013-11-20 | 东南大学 | Rubber-engineered cementitious composite and its preparation method |
| CN103864370A (en) * | 2014-03-14 | 2014-06-18 | 昆明理工大学 | Road material comprising steel slag, waste rubber and casting waste sand as well as preparation and paving method thereof |
| CN105645871A (en) * | 2015-12-31 | 2016-06-08 | 扬州大学 | Decontamination-type kieselguhr porous recycled concrete and preparation method thereof |
| CN106007499A (en) * | 2016-05-17 | 2016-10-12 | 广州世正环保科技发展有限公司 | Water-retention light grass planting brick and production method thereof |
| CN106045397A (en) * | 2014-02-14 | 2016-10-26 | 四川金摩尔环保新材料有限责任公司 | Anti-compression anti-fracture rubber cement product |
| CN106116342A (en) * | 2016-06-22 | 2016-11-16 | 赵传宝 | A kind of ecological permeable terrace construction technique |
| CN106145882A (en) * | 2016-07-07 | 2016-11-23 | 苏州蓝邦智能***集成有限公司 | Kieselguhr construction material |
| CN106316295A (en) * | 2016-08-24 | 2017-01-11 | 重庆建工新型建材有限公司 | Sand based permeable dry mix and mixture thereof |
| CN106699079A (en) * | 2016-12-26 | 2017-05-24 | 上海中冶环境工程科技有限公司 | Steel slag and recycled aggregate cooperated permeable concrete |
| CN106747079A (en) * | 2016-12-08 | 2017-05-31 | 广西北海浩邦新能源科技有限公司 | A kind of environmentally friendly paveio(u)r and preparation method thereof |
| CN107021693A (en) * | 2017-06-02 | 2017-08-08 | 重庆大学 | It is a kind of can water purification pervious concrete preparation method |
| CN107098632A (en) * | 2017-06-06 | 2017-08-29 | 湖南三恒建设园林工程有限公司 | High-performance environment-friendly ecotype pervious concrete |
| CN108101473A (en) * | 2017-12-30 | 2018-06-01 | 定远县明友墙体材料有限责任公司 | A kind of municipal drainage road deck containing building waste |
| CN108117382A (en) * | 2018-01-12 | 2018-06-05 | 郑州大学 | It is a kind of using nepheline as once-firing ceramic water-permeable brick of primary raw material and preparation method thereof |
| CN108341646A (en) * | 2018-04-13 | 2018-07-31 | 辽宁新发展公路科技养护有限公司 | Based on complex coagulation soil surface modifying rubber powder cement base injection material and preparation method thereof |
| CN108793896A (en) * | 2018-08-28 | 2018-11-13 | 深圳市晶特智造科技有限公司 | A kind of pervious concrete and preparation method thereof |
| CN109020343A (en) * | 2018-09-20 | 2018-12-18 | 吉林大学 | The modified water-permeable cement concrete of diatomite-flyash-silicon ash |
| CN109516729A (en) * | 2018-12-06 | 2019-03-26 | 绵阳锐龙建材有限公司 | The preparation method of pervious concrete |
| CN110357500A (en) * | 2019-06-25 | 2019-10-22 | 厦门三航混凝土有限公司 | A kind of pervious concrete |
| CN111039620A (en) * | 2019-12-20 | 2020-04-21 | 南京大学盐城环保技术与工程研究院 | Nitrogen and phosphorus removal ecological permeable material and preparation method thereof |
| WO2022095120A1 (en) * | 2020-11-09 | 2022-05-12 | 江苏富华新型材料科技有限公司 | Environmentally friendly building insulation material and preparation method therefor |
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| JPS52146425A (en) * | 1976-05-31 | 1977-12-06 | Nippon Zeon Co | Public engineering and building materials |
| CN1966861A (en) * | 2006-09-30 | 2007-05-23 | 北京仁创制造技术研究院 | Composite water permeable brick |
| CN102320791A (en) * | 2011-05-20 | 2012-01-18 | 福建耀中建材实业有限公司 | Method for preparing photocatalyst ecological bricks |
-
2012
- 2012-08-17 CN CN201210293344.7A patent/CN102850014B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52146425A (en) * | 1976-05-31 | 1977-12-06 | Nippon Zeon Co | Public engineering and building materials |
| CN1966861A (en) * | 2006-09-30 | 2007-05-23 | 北京仁创制造技术研究院 | Composite water permeable brick |
| CN102320791A (en) * | 2011-05-20 | 2012-01-18 | 福建耀中建材实业有限公司 | Method for preparing photocatalyst ecological bricks |
Cited By (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103396047A (en) * | 2013-08-06 | 2013-11-20 | 东南大学 | Rubber-engineered cementitious composite and its preparation method |
| CN106045397A (en) * | 2014-02-14 | 2016-10-26 | 四川金摩尔环保新材料有限责任公司 | Anti-compression anti-fracture rubber cement product |
| CN103864370A (en) * | 2014-03-14 | 2014-06-18 | 昆明理工大学 | Road material comprising steel slag, waste rubber and casting waste sand as well as preparation and paving method thereof |
| CN103864370B (en) * | 2014-03-14 | 2016-06-22 | 昆明理工大学 | A kind of slag scrap rubber cast waste sand pavement material and prepare laying method |
| CN105645871A (en) * | 2015-12-31 | 2016-06-08 | 扬州大学 | Decontamination-type kieselguhr porous recycled concrete and preparation method thereof |
| CN106007499A (en) * | 2016-05-17 | 2016-10-12 | 广州世正环保科技发展有限公司 | Water-retention light grass planting brick and production method thereof |
| CN106116342A (en) * | 2016-06-22 | 2016-11-16 | 赵传宝 | A kind of ecological permeable terrace construction technique |
| CN106145882A (en) * | 2016-07-07 | 2016-11-23 | 苏州蓝邦智能***集成有限公司 | Kieselguhr construction material |
| CN106316295A (en) * | 2016-08-24 | 2017-01-11 | 重庆建工新型建材有限公司 | Sand based permeable dry mix and mixture thereof |
| CN106747079A (en) * | 2016-12-08 | 2017-05-31 | 广西北海浩邦新能源科技有限公司 | A kind of environmentally friendly paveio(u)r and preparation method thereof |
| CN106699079B (en) * | 2016-12-26 | 2019-01-22 | 上海中冶环境工程科技有限公司 | A kind of steel slag collaboration recycled aggregate pervious concrete |
| CN106699079A (en) * | 2016-12-26 | 2017-05-24 | 上海中冶环境工程科技有限公司 | Steel slag and recycled aggregate cooperated permeable concrete |
| CN107021693A (en) * | 2017-06-02 | 2017-08-08 | 重庆大学 | It is a kind of can water purification pervious concrete preparation method |
| CN107021693B (en) * | 2017-06-02 | 2019-08-30 | 重庆大学 | It is a kind of can water purification pervious concrete preparation method |
| CN107098632A (en) * | 2017-06-06 | 2017-08-29 | 湖南三恒建设园林工程有限公司 | High-performance environment-friendly ecotype pervious concrete |
| CN108101473A (en) * | 2017-12-30 | 2018-06-01 | 定远县明友墙体材料有限责任公司 | A kind of municipal drainage road deck containing building waste |
| CN108117382A (en) * | 2018-01-12 | 2018-06-05 | 郑州大学 | It is a kind of using nepheline as once-firing ceramic water-permeable brick of primary raw material and preparation method thereof |
| CN108117382B (en) * | 2018-01-12 | 2020-10-09 | 郑州大学 | One-time fired ceramic water permeable brick with nepheline as main raw material and preparation method thereof |
| CN108341646A (en) * | 2018-04-13 | 2018-07-31 | 辽宁新发展公路科技养护有限公司 | Based on complex coagulation soil surface modifying rubber powder cement base injection material and preparation method thereof |
| CN108793896A (en) * | 2018-08-28 | 2018-11-13 | 深圳市晶特智造科技有限公司 | A kind of pervious concrete and preparation method thereof |
| CN109020343A (en) * | 2018-09-20 | 2018-12-18 | 吉林大学 | The modified water-permeable cement concrete of diatomite-flyash-silicon ash |
| CN109516729A (en) * | 2018-12-06 | 2019-03-26 | 绵阳锐龙建材有限公司 | The preparation method of pervious concrete |
| CN109516729B (en) * | 2018-12-06 | 2021-05-21 | 吉林市冠霖混凝土有限责任公司 | Preparation method of pervious concrete |
| CN110357500A (en) * | 2019-06-25 | 2019-10-22 | 厦门三航混凝土有限公司 | A kind of pervious concrete |
| CN111039620A (en) * | 2019-12-20 | 2020-04-21 | 南京大学盐城环保技术与工程研究院 | Nitrogen and phosphorus removal ecological permeable material and preparation method thereof |
| CN111039620B (en) * | 2019-12-20 | 2022-03-08 | 南京大学盐城环保技术与工程研究院 | Nitrogen and phosphorus removal ecological permeable material and preparation method thereof |
| WO2022095120A1 (en) * | 2020-11-09 | 2022-05-12 | 江苏富华新型材料科技有限公司 | Environmentally friendly building insulation material and preparation method therefor |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102850014B (en) | 2014-02-05 |
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Owner name: GSIHL HOLDINGS CO., LTD. Free format text: FORMER OWNER: SUZHOU DELER BUILDING MATERIAL TECHNOLOGY CO., LTD. Effective date: 20150421 |
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