CN101857403B - Permeable concrete and preparation method thereof - Google Patents
Permeable concrete and preparation method thereof Download PDFInfo
- Publication number
- CN101857403B CN101857403B CN2010101855691A CN201010185569A CN101857403B CN 101857403 B CN101857403 B CN 101857403B CN 2010101855691 A CN2010101855691 A CN 2010101855691A CN 201010185569 A CN201010185569 A CN 201010185569A CN 101857403 B CN101857403 B CN 101857403B
- Authority
- CN
- China
- Prior art keywords
- concrete
- weight percent
- preparation
- composite gelled
- powder
- 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.)
- Expired - Fee Related
Links
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
-
- 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
-
- 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
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
- C04B2201/52—High compression strength concretes, i.e. with a compression strength higher than about 55 N/mm2, e.g. reactive powder concrete [RPC]
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- 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
- 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
The invention relates to permeable concrete and a preparation method thereof, which belong to the technical field of the utilization of solid wastes and building materials. The permeable concrete of the invention is prepared by the following steps of: preparing a composite gel material for later use, namely, weighing, stirring and mixing 70 to 88 weight percent of cement, 10 to 30 weight percent concrete powder and 1 to 5 weight percent of emulsion powder; and then preparing the permeable concrete, namely, fully and uniformly stirring 10 to 25 weight percent of composite gel material, 70 to 85 weight percent of recycled concrete aggregate and 4 to 9 weight percent of water. The permeable concrete prepared by the method has the characteristics of the coefficient of water permeability of more than or equal to 2 mm/s, the compression strength of more than or equal to 20 MPa, and the application to the ground of sidewalks, squares and parks.
Description
Technical field
The present invention relates to a kind of pervious concrete and preparation method thereof, belong to solid waste utilization and building material technical field.
Background technology
Along with the development that urban modernization is built, the city is covered by Steel Concrete, and the waterproof pavement respiratory is poor, can't permeate rainwater.At present, life and process water are still take underground water as main, and excessive exploitation makes ground water table sharply descend, and the ecological beginning in earth's surface is unbalance, and environmental problem is more and more serious.Pervious concrete is the Eco-friendly concrete, and pervious concrete has vesicular structure, characteristics that porosity is large, can permeate rainwater, increases urban groundwater resource, improves urban climate, protection of the environment.Pervious concrete can be widely used in road and parking lot etc. in square, walkway, park.
Concrete need of production uses cement and consumes natural crystal.A large amount of exploitations and the use of natural crystal can cause soil erosion and natural landscape to worsen, and have a strong impact on the Sustainable development of society, the existence that even jeopardizes the descendants.According to incompletely statistics, China's annual building waste that produces at present reaches 100,000,000 tons of left and right, and the building castoff of long-term accumulation will be up to several hundred million tons.Building castoff being recycled, replaced the part natural resource to produce material of construction and pervious concrete, is to protect national resource, and improves environment, an important channel of Promote Sustainable Development.
Summary of the invention
The object of the present invention is to provide a kind of pervious concrete and preparation method thereof.
The preparation method of a kind of pervious concrete of the present invention is characterized in that having following preparation process and step:
A, at first prepare composite gelled material, the raw material of this composite gelled material forms and weight percent is:
Cement 70~88%;
Concrete ash 10~30%;
Latex powder 1~5%;
Wherein: described cement is 42.5 or 52.5 grades of ordinary Portland cements;
Described concrete ash is discarded concrete levigate fine powder more after crushed, its specific surface area 〉=500m
2/ kg;
Described latex powder is any in styrene-propene phenol latex powder, Acrylic emulsion powder, vinyl acetate-ethylene latex powder; Fineness is 100 orders;
According to the weighing of above-mentioned raw materials proportioning, join respectively in mixing machine, through stirring, namely obtain composite gelled material;
B, preparation pervious concrete; Pervious concrete raw material used forms and weight percent is:
Composite gelled material 10~25% described above;
Aggregate of recycled concrete 70~85%;
Water 4~9%;
Described Aggregate of recycled concrete is that discarded concrete also cleans through pulverizing, remove impurity, and its grain diameter is between 5~10mm;
According to the proportioning weighing of above-mentioned raw materials, it is joined respectively in stirrer, through stirring, can realize cast, smooth, maintenance processes, obtain a kind of pervious concrete.
The features and advantages of the invention are as described below:
1, the pervious concrete of the present invention's preparation has good water-permeable, ventilation property and ultimate compression strength, can play the increase urban groundwater resource, regulates urban climate, the effect of improving the ecological environment.
2, the present invention utilizes discarded concrete to do aggregate, replaces natural gravel, utilizes discarded concrete to prepare the concrete ash and makes concrete gel material, has greatly improved the added value of discarded concrete, reduces the exploitation to natural rock, reduces the production cost of pervious concrete.
3, the present invention can be prepared into a kind of composite gelled material to cement, concrete ash, latex powder in proportion, is convenient to transportation.When producing pervious concrete, can utilize equipment and the silo of producing normal concrete, add aggregate and water just can be prepared pervious concrete easily by proportioning.
Embodiment
After now specific embodiments of the invention being described in.
Embodiment 1
(1), at first prepare composite gelled material; Take preparation 100kg composite gelled material as example.
Take respectively cement 75kg, concrete ash 22kg, styrene-propene phenol latex powder 3kg is added in mixing machine successively, through fully stirring, obtains composite gelled material.Standby.
(2), preparation pervious concrete; Take respectively above-mentioned composite gelled material 200kg, Aggregate of recycled concrete 714kg puts into stirrer and stirs, then adds entry 86kg, then stirs, and can realize cast, smooth and maintenance processes, makes pervious concrete.
Embodiment 2
(1), at first prepare composite gelled material; Take preparation 100kg composite gelled material as example.
Take respectively cement 87kg, concrete ash 11kg, Acrylic emulsion powder 2kg is added in mixing machine successively, through fully stirring, obtains composite gelled material.Standby.
(2), preparation pervious concrete; Take respectively above-mentioned composite gelled material 160kg, Aggregate of recycled concrete 779kg puts into stirrer and stirs, then adds entry 61kg, then stirs, and can realize cast, smooth and maintenance processes, makes pervious concrete.
The pervious concrete that the inventive method makes after testing, its coefficient of permeability is more than or equal to 2mm/s, ultimate compression strength is more than or equal to 20MPa.
Claims (1)
1. the preparation method of a pervious concrete is characterized in that having following preparation process and step:
A, at first prepare composite gelled material, the raw material of this composite gelled material forms and weight percent is:
Cement 70~88%;
Concrete ash 10~30%;
Latex powder 1~5%;
Above each constituent mass per-cent sum is 100%;
Wherein: described cement is 42.5 or 52.5 grades of ordinary Portland cements;
Described concrete ash is discarded concrete levigate fine powder more after crushed, its specific surface area 〉=500m
2/ kg;
Described latex powder is any in styrene-propene phenol latex powder, Acrylic emulsion powder, vinyl acetate-ethylene latex powder; Fineness is 100 orders;
According to the weighing of above-mentioned raw materials proportioning, join respectively in mixing machine, through stirring, namely obtain composite gelled material;
B, preparation pervious concrete; Pervious concrete raw material used forms and weight percent is:
Above-mentioned composite gelled material 10~25%;
Aggregate of recycled concrete 70~85%;
Water 4~9%;
Above each constituent mass per-cent sum is 100%;
Described Aggregate of recycled concrete is that discarded concrete also cleans through pulverizing, remove impurity, and its grain diameter is between 5 ~ 10mm;
According to the proportioning weighing of above-mentioned raw materials, it is joined respectively in stirrer, through stirring, can realize cast, smooth, maintenance processes, obtain a kind of pervious concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010101855691A CN101857403B (en) | 2010-05-26 | 2010-05-26 | Permeable concrete and preparation method thereof |
Applications Claiming Priority (1)
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---|---|---|---|
CN2010101855691A CN101857403B (en) | 2010-05-26 | 2010-05-26 | Permeable concrete and preparation method thereof |
Publications (2)
Publication Number | Publication Date |
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CN101857403A CN101857403A (en) | 2010-10-13 |
CN101857403B true CN101857403B (en) | 2013-05-08 |
Family
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Family Applications (1)
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CN2010101855691A Expired - Fee Related CN101857403B (en) | 2010-05-26 | 2010-05-26 | Permeable concrete and preparation method thereof |
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Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103601426A (en) * | 2013-11-11 | 2014-02-26 | 北京新奥混凝土集团有限公司 | C15 permeable concrete prepared by use of building waste and preparation method thereof |
CN103755205B (en) * | 2014-01-23 | 2016-08-17 | 福建省建筑工程质量检测中心有限公司 | A kind of Sand-free permeable concrete additive and preparation method thereof |
CN104478361B (en) * | 2014-12-24 | 2016-08-03 | 扬州大学 | Mix the permeable haydite concrete of regeneration aggregate and the preparation of industrial or agricultural solid waste |
CN105693165B (en) * | 2016-01-29 | 2017-12-29 | 宜都市俊奥矿业有限公司 | A kind of light-weight environment-friendly permeable pavement brick and preparation method thereof |
CN105924201A (en) * | 2016-04-22 | 2016-09-07 | 海锦城市环保(国际)有限公司 | Pervious material as well as preparation method and application thereof |
CN106187029B (en) * | 2016-07-05 | 2018-03-27 | 山东理工大学 | The luminous method for inhaling the phosphorous tomato stalk extrusion porous sponge brick that catchments of particle preparation |
CN108285309A (en) * | 2018-03-06 | 2018-07-17 | 上海复培新材料技术有限公司 | A kind of pervious concrete and its preparation |
CN111995322A (en) * | 2020-08-24 | 2020-11-27 | 浙江大学 | Preparation method of recycled brick-concrete aggregate pervious concrete |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101099974A (en) * | 2007-05-22 | 2008-01-09 | 华南理工大学 | Method for treating and regenerating reuse building waste |
CN101173021A (en) * | 2007-10-26 | 2008-05-07 | 上海大学 | Acrylic acid series nucleocapsid polymer emulsion and re-dispersible emulsion powder, and method for producing thereof |
CN101186481A (en) * | 2007-12-06 | 2008-05-28 | 上海大学 | Composite gel material for water permeable concrete and preparation method thereof |
CN101407390A (en) * | 2008-10-28 | 2009-04-15 | 浙江大学宁波理工学院 | Porous cement concrete using regenerative concrete aggregate |
-
2010
- 2010-05-26 CN CN2010101855691A patent/CN101857403B/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101099974A (en) * | 2007-05-22 | 2008-01-09 | 华南理工大学 | Method for treating and regenerating reuse building waste |
CN101173021A (en) * | 2007-10-26 | 2008-05-07 | 上海大学 | Acrylic acid series nucleocapsid polymer emulsion and re-dispersible emulsion powder, and method for producing thereof |
CN101186481A (en) * | 2007-12-06 | 2008-05-28 | 上海大学 | Composite gel material for water permeable concrete and preparation method thereof |
CN101407390A (en) * | 2008-10-28 | 2009-04-15 | 浙江大学宁波理工学院 | Porous cement concrete using regenerative concrete aggregate |
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Publication number | Publication date |
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CN101857403A (en) | 2010-10-13 |
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Granted publication date: 20130508 Termination date: 20170526 |