CN101050092A - Method for preparing pervious cement concrete - Google Patents
Method for preparing pervious cement concrete Download PDFInfo
- Publication number
- CN101050092A CN101050092A CNA2007100387404A CN200710038740A CN101050092A CN 101050092 A CN101050092 A CN 101050092A CN A2007100387404 A CNA2007100387404 A CN A2007100387404A CN 200710038740 A CN200710038740 A CN 200710038740A CN 101050092 A CN101050092 A CN 101050092A
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- CN
- China
- Prior art keywords
- cement concrete
- water permeability
- water
- aggregate
- concrete
- 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.)
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Classifications
-
- 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
-
- 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
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Road Paving Structures (AREA)
Abstract
This invention relates to a method for preparing water-permeable cement concrete. The raw materials comprise: steel slag (coarse aggregate) 75-85%, Portland cement (P152.5) 10-20%, amorphous SiO2 (strengthening agent) 4.5-8.5%, and acrylic emulsion or styrene-acrylic emulsion (binder) 0.5-1.5%. The method comprises: weighing the raw materials, and stirring with a stirrer to obtain a solidified body. When used, the solidified body is mixed with water, stirred, poured, rolled, smashed and maintained to obtain water-permeable cement concrete plates, whose compressive strength, porosity and water permeability are 20-30 MPa, 20-25% and 1-20 mm/S, respectively.
Description
Technical field
The present invention relates to a kind of preparation method of cement concrete with water permeability, genus cement and bone unexpectedly gluing are main building material technical field.
Background technology
Along with the process of society's The development in society and economy and urban construction, the face of land of modern city is progressively covered by the building construction of Steel Concrete and fluid-tight road surface.Compare with the soil of nature, the concrete road surface lacks respiratory, absorbs the ability of heat and infiltration rainwater, brings a series of environmental problem thereupon.
In the urban construction, not high for requirement of strength, and requirement has the occasion of higher permeable effect, as road, walkway, square, court, Botanical gardens, lightweight road, parking lot, underground structrue engineering and various new sports place etc. in the park, all can consider to use water-permeable water coagulation soil.
The characteristic and the advantage of cement concrete with water permeability are as follows:
(1) Zhuo Yue infiltration function can make rainwater go deep into the face of land rapidly, is reduced into underground water, makes groundwater resource obtain in time replenishing, and keeps soil humidity, improves the life condition of urban surface plant and soil microorganisms and adjusts the eubiosis.
(2) thermal cycling improves function, and water-permeable pavement has bigger porosity, and communicates with soil, can accumulate more heat, helps regulating the temperature and humidity of city space, alleviates heat island phenomenon.
(3) water cycle is improved function, and in ring during rainfall, burden that can the dehydrogenation (-nization) pumping equipment prevents the urban river water flooding, alleviates public waters and pollutes.
(4) walking is comfortable, prevents that surface gathered water and night from being reflective, has improved vehicle, pedestrian's current comfortableness and security.In addition, permeable concrete is owing to there is a large amount of pore holes, and the noise that produces in the time of absorbing vehicle and travel is created quiet comfortable traffic environment.
Summary of the invention
The preparation method of a kind of cement concrete with water permeability of the present invention is characterized in that having following technological process and step:
A. composition of raw materials is determined in design: the raw material moiety and the weight percent proportioning thereof of cement concrete with water permeability are as follows:
Slag as aggregate (coarse aggregate) 75~85%,
Neat portland cement (P152.5) 10~20%,
Amorphous Si O
2(reinforcer) 4.5~8.5%,
Pure-acrylic emulsion or benzene emulsion (binding agent) 0.5~1.5%;
Above-mentioned amorphous Si O as reinforcer
2, its SiO
2Content 〉=96%;
B. claim the carp batching by the above-mentioned raw materials prescription; As the slag as aggregate of coarse aggregate is single-grade, stand-by J just mixes above-mentioned slag as aggregate and gelling material P152.5 neat portland cement after needing in advance purified, pulverizing and fractionated treatment process with High-efficient Stirrer, make to mix, add reinforcer amorphous Si O subsequently
2And binding agent pure-acrylic emulsion or propyl benzene emulsion, stirring is mixed once more, makes thorough mixing even, forms induration, and this induration is the cement concrete with water permeability starting material;
C. above-mentioned cement concrete with water permeability starting material need operation routinely when concrete constructing operation, its operating process is: add suitable quantity of water-stirring-pallet-cast-roll-in-vibrate-all processes of maintenance; Finally become the cement concrete with water permeability of practical application.
Embodiment
After now embodiments of the invention specifically being described in.
Embodiment one: present embodiment is an example with preparation 100kg cement concrete with water permeability starting material.
The composition of raw materials that adopts is as follows:
Slag as aggregate (coarse aggregate) 78kg
Neat portland cement (P152.5) 15kg
Amorphous Si O
2(reinforcer) 6.0k
Pure-acrylic emulsion 1.0kg
Above-mentioned slag as aggregate as coarse aggregate is a single-grade, and promptly its particle diameter is 200~300 μ m;
Above-mentioned amorphous Si O as reinforcer
2, its SiO
2Content 〉=96%.
Above-mentioned slag as aggregate is mixed with senior stirrer with gelling material P152.5 neat portland cement, make to mix, add reinforcer amorphous Si O subsequently
2And the binding agent pure-acrylic emulsion, mix once more, make thorough mixing even, form the solid knot, this induration is the cement concrete with water permeability starting material.
Above-mentioned cement concrete with water permeability starting material are made concrete sample, and its operating process is by traditional ordinary method operation, and its process is: adding suitable quantity of water-stirring-pallet-cast-roll-in-vibrate-maintenance.Finally make cement concrete with water permeability plate sample.
The wet time of supporting of permeable concrete plate sample should be no less than 7 days.
The cement concrete with water permeability plate sample that present embodiment makes is tested, and its test result is as follows:
Curing condition | 7 days ultimate compression strength (MPa) | 28 days ultimate compression strength (MPa) |
Normal curing | 17.4 | 23.6 |
Natural curing | 15.5 | 20.7 |
Maintenance in the water | 20.1 | 28.9 |
Concrete voidage: 20~25%.
Permeability rate 1~20mm/S.
In addition, once with cement concrete with water permeability as pilot project, at Jiading District An Tingxin town, Shanghai City first phase (Westbound) parking lot, the about 2000m of area
2Ground on, adopted permeable concrete to lay, on-the-spot gained testing data is as shown in the table:
Drill hole sampling | Surface thickness | Numbering | Thickness (cm) | Mean thickness (cm) |
A | 13.5 | 13.75 | ||
B | 14 | |||
Ultimate compression strength | Numbering | Ultimate compression strength (MPa) | On average (MPa) | |
A | 24.8 | 25.6 | ||
B | 26.4 | |||
Tensile splitting strength | Numbering | Split tensile strength (MPa) | On average (MPa) | |
A | 3.15 | 3.05 | ||
B | 2.95 | |||
In-place forming | Numbering | 7d ultimate compression strength (MPa) | 28d ultimate compression strength (MPa) | 28d folding strength (MPa) |
X-1 | 17.8 | 24.5 | 3.07 | |
X-2 | 18.4 | 26.5 | 3.15 | |
X-3 | 25.4 | 3.05 |
The pilot project explanation, the place of adopting pervious concrete to lay has the actual spendable performance that requires, and its intensity index is than higher.
Claims (1)
1. the preparation method of a cement concrete with water permeability is characterized in that having following technological process and step:
A. composition of raw materials is determined in design: the raw material moiety and the weight percent proportioning thereof of cement concrete with water permeability are as follows:
Slag as aggregate (coarse aggregate) 75~85%,
Neat portland cement (P152.5) 10~20%,
Amorphous Si O
2(reinforcer) 4.5~8.5%,
Pure-acrylic emulsion or benzene emulsion (binding agent) 0.5~1.5%;
Above-mentioned amorphous Si O as reinforcer
2, its SiO
2Content 〉=96%;
B. claim the carp batching by the above-mentioned raw materials prescription; As the slag as aggregate of coarse aggregate is single-grade, stand-by J just mixes above-mentioned slag as aggregate and gelling material P152.5 neat portland cement after needing in advance purified, pulverizing and fractionated treatment process with High-efficient Stirrer, make to mix, add reinforcer amorphous Si O subsequently
2And binding agent pure-acrylic emulsion or propyl benzene emulsion, stirring is mixed once more, makes thorough mixing even, forms induration, and this induration is the cement concrete with water permeability starting material;
C. above-mentioned cement concrete with water permeability starting material need operation routinely when concrete constructing operation, its operating process is: add suitable quantity of water-stirring-pallet-cast-roll-in-vibrate-all processes of maintenance; Finally become the cement concrete with water permeability of practical application.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2007100387404A CN101050092A (en) | 2007-03-29 | 2007-03-29 | Method for preparing pervious cement concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2007100387404A CN101050092A (en) | 2007-03-29 | 2007-03-29 | Method for preparing pervious cement concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN101050092A true CN101050092A (en) | 2007-10-10 |
Family
ID=38781724
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CNA2007100387404A Pending CN101050092A (en) | 2007-03-29 | 2007-03-29 | Method for preparing pervious cement concrete |
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CN (1) | CN101050092A (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102079106A (en) * | 2009-09-11 | 2011-06-01 | (株)Mecca海洋研究所 | Method for preparing fish-breeding reef block and process for constructing the same |
CN102145982A (en) * | 2010-02-09 | 2011-08-10 | 中冶宝钢技术服务有限公司 | Preparation method of steel slag permeable concrete |
CN102775112A (en) * | 2012-08-15 | 2012-11-14 | 上海宝冶钢渣综合开发实业有限公司 | Non-pumping steel slag high-proportion concrete and preparation method thereof |
CN104086135A (en) * | 2014-06-27 | 2014-10-08 | 刘元雪 | High-strength high-permeability concrete as well as preparation method and application thereof |
CN105625137A (en) * | 2016-03-14 | 2016-06-01 | 赵建林 | Steel slag water-permeable pavement structure and construction method thereof |
CN110325486A (en) * | 2017-01-26 | 2019-10-11 | 埃泰克斯服务股份有限公司 | Fibre cement sheet product and its manufacturing method |
CN112411297A (en) * | 2020-12-01 | 2021-02-26 | 济南黄河路桥建设集团有限公司 | Construction method of permeable cement pavement |
CN113758855A (en) * | 2021-10-25 | 2021-12-07 | 中电建路桥集团有限公司 | Method for testing water permeability of pervious concrete pavement |
CN114137920A (en) * | 2021-11-26 | 2022-03-04 | 中建西部建设湖南有限公司 | Intelligent laboratory management system and method for ready-mix plant |
-
2007
- 2007-03-29 CN CNA2007100387404A patent/CN101050092A/en active Pending
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102079106A (en) * | 2009-09-11 | 2011-06-01 | (株)Mecca海洋研究所 | Method for preparing fish-breeding reef block and process for constructing the same |
CN102145982A (en) * | 2010-02-09 | 2011-08-10 | 中冶宝钢技术服务有限公司 | Preparation method of steel slag permeable concrete |
CN102145982B (en) * | 2010-02-09 | 2013-05-29 | 中冶宝钢技术服务有限公司 | Preparation method of steel slag permeable concrete |
CN102775112A (en) * | 2012-08-15 | 2012-11-14 | 上海宝冶钢渣综合开发实业有限公司 | Non-pumping steel slag high-proportion concrete and preparation method thereof |
CN104086135A (en) * | 2014-06-27 | 2014-10-08 | 刘元雪 | High-strength high-permeability concrete as well as preparation method and application thereof |
CN105625137A (en) * | 2016-03-14 | 2016-06-01 | 赵建林 | Steel slag water-permeable pavement structure and construction method thereof |
CN110325486A (en) * | 2017-01-26 | 2019-10-11 | 埃泰克斯服务股份有限公司 | Fibre cement sheet product and its manufacturing method |
US11597680B2 (en) | 2017-01-26 | 2023-03-07 | Etex Services Nv | Fiber cement flooring products and methods for the production thereof |
CN112411297A (en) * | 2020-12-01 | 2021-02-26 | 济南黄河路桥建设集团有限公司 | Construction method of permeable cement pavement |
CN113758855A (en) * | 2021-10-25 | 2021-12-07 | 中电建路桥集团有限公司 | Method for testing water permeability of pervious concrete pavement |
CN114137920A (en) * | 2021-11-26 | 2022-03-04 | 中建西部建设湖南有限公司 | Intelligent laboratory management system and method for ready-mix plant |
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