CN108191362A - A kind of pervious concrete - Google Patents

A kind of pervious concrete Download PDF

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Publication number
CN108191362A
CN108191362A CN201810082967.7A CN201810082967A CN108191362A CN 108191362 A CN108191362 A CN 108191362A CN 201810082967 A CN201810082967 A CN 201810082967A CN 108191362 A CN108191362 A CN 108191362A
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CN
China
Prior art keywords
parts
pervious concrete
rubble
pigment
concrete
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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
Application number
CN201810082967.7A
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Chinese (zh)
Inventor
阿光强
徐兴爱
阿光城
郭军
唐凯
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yunnan Senbo Concrete Additive Co Ltd
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Yunnan Senbo Concrete Additive Co Ltd
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Priority to CN201810082967.7A priority Critical patent/CN108191362A/en
Publication of CN108191362A publication Critical patent/CN108191362A/en
Pending legal-status Critical Current

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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/10Lime cements or magnesium oxide cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00017Aspects relating to the protection of the environment
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00284Materials permeable to liquids
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00482Coating or impregnation materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/2038Resistance against physical degradation
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/40Porous or lightweight materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

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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)

Abstract

A kind of pervious concrete is related to a kind of be widely used in a kind of pervious concrete in the denser place of the populations such as crossing, park surface construction and square ground construction, the present invention is mainly made of base-material and pigment, the base-material is rubble, cement, slag micropowder, Malaysia glue, polycarboxylic acids, calcium hydroxide, polyvinyl alcohol, pigment, sodium sulphate, neopelex, and the composition by weight of the component is:350 450 parts of rubble, 80 120 parts of cement, 8 12 parts of slag micropowder, 05 1.5 parts of Malaysia glue, 46 parts of polycarboxylic acids, 0.4 0.6 parts of calcium hydroxide, 0.02 0.4 parts of polyvinyl alcohol, 8 12 parts of pigment, 0.08 0.12 parts of sodium sulphate, 0.002 0.004 parts of neopelex, 130 150 parts of water.There is good water permeability on the ground that the present invention is laid in addition to the requirement that can reach pressure-proof and snap-resistent, and also has easily colouring.

Description

A kind of pervious concrete
Technical field
It can be widely used present invention relates generally to one kind and be built in crossing, park surface construction and square ground If a kind of preparation of pervious concrete in the place for waiting populations denser.
Background technology
With the rapid development of modern economy, the phenomenon that urbanization, is more and more apparent, and in the today for tending to urbanization, respectively Plant natural disaster but also in the safety for threatening the work of this people’s lives.Various regions torrential rain since in the recent period causes Duo Dicheng City receives serious floods.Among causing numerous reasons that floods are spread unchecked, the impermeability of urban road construction and draining It is the reason of one of them is critically important not in time.In the construction of current urban road mostly based on fluid-tight concrete.No Although pervious concrete largely uses the trip that can be convenient for people in urban road, today natural calamity can not Also result in certain puzzlement the today avoided, the sternness of urban road drainage situation timely can not carry out draining and cause A large amount of water accumulation, this is serious to affect people normally work and life.
And based on the inspiration of various natural phenomenas, this novel compound concrete of pervious concrete is invented and is caused Extensive concern.
Pervious concrete has high water-permeability, can ensure moisture rapid osmotic, in the item for neither influencing normal work life Under part, the infiltration of moisture also is able to effectively play a protective role to the water resource of underground.
Pervious concrete also has high-bearing capacity, in pervious concrete the presence of hole can effectively disperse on ground by The local pressure arrived, this can effectively extend the service life of pervious concrete.And the presence of hole in pervious concrete It also is able to effectively reduce the generation of noise.
Pervious concrete during use also have color controllable, this pervious concrete stirring and used Different pigment can be used to carry out color adaptation to concrete in journey, colorful pervious concrete disclosure satisfy that today for setting Requirement on meter.
Invention content
The defects of purpose of the present invention is intended to overcome the prior art is provided except a kind of requirement that can reach pressure-proof and snap-resistent Also good water permeability, and also there is a kind of pervious concrete easily painted.
Pervious concrete of the present invention, is mainly made of base-material and pigment, and the base-material is rubble, cement, ore deposit Slag micro mist, Malaysia glue, polycarboxylic acids, calcium hydroxide, polyvinyl alcohol, pigment, sodium sulphate, neopelex, the component Composition by weight be:350-450 parts of rubble, 80-120 parts of cement, 8-12 parts of slag micropowder, glue 05-1.5 parts of Malaysia, polycarboxylic acids 4-6 parts, 0.4-0.6 parts of calcium hydroxide, 0.02-0.4 parts of polyvinyl alcohol, 8-12 parts of pigment, 0.08-0.12 parts of sodium sulphate, dodecane 0.002-0.004 parts of base benzene sulfonic acid sodium salt, 130-150 parts of water.
The pervious concrete, the composition by weight of component are:400 parts of rubble, 100 parts of cement, 10 parts of slag micropowder, 1 part of Malaysia glue, 5 parts of polycarboxylic acids, 0.5 part of calcium hydroxide, 0.03 part of polyvinyl alcohol, 10 parts of pigment, 0.1 part of sodium sulphate, dodecyl 0.003 part of benzene sulfonic acid sodium salt, 140 parts of water.
The pervious concrete, the ballast grain sizes are 2.36mm-4.75mm.
The pervious concrete, the grain size of the rubble is 4.75mm-9.5mm.
The pervious concrete, the cement are 42.5 Portland cements.
Pervious concrete of the present invention, the specific features of the component are as follows:
1st, rubble:Requirement of the pervious concrete for aggregate rubble is more stringent, although the grain size of rubble it is larger can ensure compared with Good water permeability, but the big rubble of grain size is not fine for the adsorption effect of cement and other base-materials, therefore can make The performance requirement of pavement usage is not achieved into the loss in intensity, therefore special smaller broken with two kinds of grain sizes in the present invention Stone.But the specific required thickness being laid with of the use of two kinds of rubbles need to be carried out according to the place used, environment and performance requirement It is specifically laid with after practical measure, the different laying depths using standard should be different.
2nd, 42.5 Portland cement:It is extensive in the field that 42.5 medium-sized portland cements coagulate soil in coagulation It uses, with good volume stability effect, and early stage of this cement and intensity in later stage is higher disclosure satisfy that intensity Performance requirement and durability it is preferable.
3rd, slag micropowder:Slag micropowder is the fine powder after granulated blast-furnace slag is levigate, and slag micropowder has good work Property, addition can effectively improve quantity, size and the space arrangement distributions of calcium hydroxide crystals in cement, slag Micro mist can effectively reduce enrichment of the crystal in interface area so as to improve the situation of the interface of base-material and cement slurry weakness, ore deposit The addition of slag micro mist is conducive to the raising of interface binding intensity.
4th, Malaysia glue:Malaysia glue is good polymer latex, and the addition of Malaysia glue can optimize cement and various add The absorption situation to feed for rubble, the bad feelings of adsorption effect caused by can effectively solving when being added without sand Condition.
5th, polycarboxylic acids:Polycarboxylic acids is pulvis.Polycarboxylic acids is good latent high efficiency water reducing agent, and the addition of polycarboxylic acids can It is effective that the setting time of cement is delayed to prevent from dodging use that is solidifying and reducing water in engineering.The addition of polycarboxylic acids also is able to Workability when improving concrete formation simultaneously improves the intensity of pervious concrete.
6th, calcium hydroxide:Calcium hydroxide is added in pervious concrete can effectively increase the viscosity of cement mortar, improve construction When face layer planarization.In addition to this, calcium hydroxide belongs to alkaline matter, and adding in for alkaline matter can be made with the acid in acid rain With so as to reduce its acidity, acid reduction is conducive to extend the usage time of pervious concrete, increases durability.
7th, polyvinyl alcohol:Polymer emulsion is added in pervious concrete, can effectively improve the resistance to compression of concrete And the ability of anti-folding, the unreasonable performance of optimised coagulation soil.
8th, neopelex:K12 is commonly called as, good surfactant, the addition of K12 is primarily to coagulation Soil can preferably be mixed with color, make concrete be easier colouring, and for pervious concrete lower floor it is large-sized Metalling is not because needing to color thereon without adding in K12.
9th, pigment:Since pervious concrete is chiefly used in the fields such as crossing, park ground, square ground, and permeable Pigment is added in concrete can effectively change the color of concrete so as to which concrete be made to have different colors and meet people The different of aesthetics are required.Equally, the addition of pigment composition is not needed to for large-sized concrete layer.
10th, sodium sulphate:Sodium sulphate has excellent enhancing effect, belongs to the enhancing component in pervious concrete, sodium sulphate Addition can increase the intensity of pervious concrete, and do not introduce the chlorion of corrosiveness, select sodium sulphate can Ensure that concrete is not corroded and influences durability well.
11st, sodium metasilicate:The use of sodium metasilicate is used primarily as the curing agent of concrete.The addition of sodium metasilicate can be mixed The surface for coagulating soil forms a kind of solid film, and the loss of moisture in concrete can effectively be prevented to reach maintenance coagulation The effect of soil.In addition to this, for pervious concrete, sand, table are not added in during being stirred due to laying Face can be more coarse than common concrete product,
12nd, inorganic binder:In the maintenance processes punching for carrying out pervious concrete, sodium metasilicate can effectively enhance concrete Intensity, but it is not very excellent to be the Water-saving effect of sodium metasilicate, therefore also needs to add in have to protect during the use of curing agent The inorganic binder of aqueous energy can effectively improve the maintenance performance of sodium metasilicate.
Using the rubble of specified particle size size as main aggregate during the present invention prepares pervious concrete, and The auxiliary addition agents such as slag coal ash, polycarboxylic acids, calcium hydroxide, polyvinyl alcohol are added on this basis again and are stirred preparation.And this hair The most important characteristic of pervious concrete of bright preparation is that concrete reaches and also has except the requirement of required pressure-proof and snap-resistent Good water permeability, and the pervious concrete for preparing of the present invention also has the characteristics that easily colouring, be used in crossing, Park ground and when having the road surface of special decoration requirement existing excellent performance disclosure satisfy that again it is beautiful and generous external It is required that.
Using the rubble of specified particle size size as main aggregate during the present invention prepares pervious concrete, and The auxiliary addition agents such as slag coal ash, polycarboxylic acids, calcium hydroxide, polyvinyl alcohol are added on this basis again and are stirred preparation.And this hair The most important characteristic of pervious concrete of bright preparation is that concrete reaches and also has except the requirement of required pressure-proof and snap-resistent Good water permeability, and the pervious concrete for preparing of the present invention also has the characteristics that easily colouring, be used in crossing, Park ground and when having the road surface of special decoration requirement existing excellent performance disclosure satisfy that again it is beautiful and generous external It is required that.
Specific embodiment
With reference to embodiment, the present invention is described further, but not limited to the examples.
Embodiment 1
Pervious concrete of the present invention, is mainly made of base-material and pigment, and the base-material is rubble, 42.5 common silicic acid Salt cement, slag micropowder, Malaysia glue, polycarboxylic acids, calcium hydroxide, polyvinyl alcohol, pigment, sodium sulphate, neopelex, institute The composition by weight for the component stated is:450 parts of rubble, 42.5 120 parts of Portland cements, 12 parts of slag micropowder, Malaysia glue 1.5 Part, 6 parts of polycarboxylic acids, 0.6 part of calcium hydroxide, 0.4 part of polyvinyl alcohol, 12 parts of pigment, 0.12 part of sodium sulphate, neopelex 0.004 part, 150 parts of water.The rubble of 4.75mm-9.5mm is laid on bottom about 30cm during pervious concrete is laid with, The rubble of this grain size can either ensure that good water permeability has the use intensity for not influencing concrete.And for pervious concrete Above the laying of 20cm the rubble of 2.36mm-4.75mm is then selected to be laid with, the rubble of this grain size has good permeable Effect and beauty are easy to paint, and the road surface being laid with is more smooth, can reach the use standard on road surface.
Embodiment 2
Pervious concrete of the present invention, is mainly made of base-material and pigment, and the base-material is rubble, cement, slag are micro- Powder, Malaysia glue, polycarboxylic acids, calcium hydroxide, polyvinyl alcohol, pigment, sodium sulphate, neopelex, the weight of the component Measuring component is:350 parts of rubble, 80 parts of cement, 8 parts of slag micropowder, 05 part of Malaysia glue, 4 parts of polycarboxylic acids, 0.4 part of calcium hydroxide, poly- second 0.02 part of enol, 8 parts of pigment, 0.08 part of sodium sulphate, 0.002 part of neopelex, 130 parts of water.In pervious concrete The rubble of 4.75mm-9.5mm is laid on bottom about 30cm during laying, the rubble of this grain size can either ensure well Water permeability has the use intensity for not influencing concrete.And the laying of the 20cm above pervious concrete is then selected The rubble of 2.36mm-4.75mm is laid with, and the rubble of this grain size has good permeable effect and beauty is easy to paint, institute The road surface of laying is more smooth, can reach the use standard on road surface.
Embodiment 3
The pervious concrete, the composition by weight of component are:400 parts of rubble, 42.5 100 parts of Portland cements, ore deposit 10 parts of slag micro mist, 1 part of Malaysia glue, 5 parts of polycarboxylic acids, 0.5 part of calcium hydroxide, 0.03 part of polyvinyl alcohol, 10 parts of pigment, sodium sulphate 0.1 Part, 0.003 part of neopelex, 140 parts of water.
The rubble of 4.75mm-9.5mm is laid on bottom about 30cm during pervious concrete is laid with, this grain size Rubble can either ensure that good water permeability has the use intensity for not influencing concrete.And for the upper surface of pervious concrete The laying of 20cm then selects the rubble of 2.36mm-4.75mm to be laid with, the rubble of this grain size have good permeable effect and Beauty is easy to paint, and the road surface being laid with is more smooth, can reach the use standard on road surface.
In pervious concrete of the present invention, the selection of aggregate, moisture and gather materials match ratio and the design of the ratio of mud All there is practical influence to the practical performance of pervious concrete.And pervious concrete prepared by the present invention is mainly with grain Two kinds of different rubbles of diameter are aggregate, and its moisture is 1 with the Proportionality design to gather materials:4, the ratio of mud is designed as 0.28.And this is thoroughly The specific preparation method of water coagulation soil is as follows:
1st, removal of impurities leveling is carried out first to the required place for being laid with pervious concrete, it is permeable mixed to cover to ensure the height of 50cm Solidifying soil, and the laying depth of special field of employment can be adjusted again;
2nd, by 400 parts of grain sizes for 4.75mm-9.5mm rubbles, 100 part of 42.5 Portland cement, 10 parts of slag micropowders, 1 part Malaysia glue, 5 parts of polycarboxylic acids, 0.5 part of calcium hydroxide, 0.03 part of polyvinyl alcohol:0.1 part of sodium sulphate, 112 parts of water are added in blender It is stirred;
Mixture is routed to required place, the concrete that the rubble of this grain size obtains should only be spread after the 3rd, blender stirs evenly If 30cm, the vacant position of 20cm is reserved;
4th, by 400 parts of grain sizes for 4.75mm-9.5mm rubbles, 100 part of 42.5 Portland cement, 10 parts of slag micropowders, 1 part Malaysia glue, 5 parts of polycarboxylic acids, 0.5 part of calcium hydroxide, 0.03 part of polyvinyl alcohol:0.1 part of sodium sulphate, 10 parts of pigment(According to design requirement Pigment needed for addition), 0.003 part of dodecyl and sodium sulfonate, 112 parts of water are added in blender and are stirred;
5th, this concrete is routed on the position of remaining 20cm, paves and is vibrated with vibrator;
6th, it after this concrete be laid with 24 hours, is conserved with surface watering;
7th, curing agent is prepared:200 parts of sodium metasilicate, 5 parts of inorganic binders, 10 parts of water;
8th, after concrete is laid with 36 hours, curing agent is uniformly sprayed to the surface of concrete, it should be noted that should be selected during sprinkling Suitable weather should be sprayed in fine day;
9th, after being laid with 48 hours, watering maintenance is carried out again.
And the physical property for preparing reply concrete in irrigation process in this pervious concrete is detected, and has the present invention The detection project of the pervious concrete is as shown in the table:
From the point of view of practical testing result, by concrete of the present invention water permeability and intensity fracture resistance requirement On reach standard.

Claims (5)

1. a kind of pervious concrete, is mainly made of base-material and pigment, the base-material is rubble, cement, slag micropowder, Malaysia Glue, polycarboxylic acids, calcium hydroxide, polyvinyl alcohol, pigment, sodium sulphate, neopelex, which is characterized in that the component Composition by weight be:350-450 parts of rubble, 80-120 parts of cement, 8-12 parts of slag micropowder, glue 05-1.5 parts of Malaysia, polycarboxylic acids 4-6 parts, 0.4-0.6 parts of calcium hydroxide, 0.02-0.4 parts of polyvinyl alcohol, 8-12 parts of pigment, 0.08-0.12 parts of sodium sulphate, dodecane 0.002-0.004 parts of base benzene sulfonic acid sodium salt, 130-150 parts of water.
2. pervious concrete according to claim 1, which is characterized in that the composition by weight of the component is:Rubble 400 Part, 100 parts of cement, 10 parts of slag micropowder, 1 part of Malaysia glue, 5 parts of polycarboxylic acids, 0.5 part of calcium hydroxide, 0.03 part of polyvinyl alcohol, pigment 10 parts, 0.1 part of sodium sulphate, 0.003 part of neopelex, 140 parts of water.
3. pervious concrete according to claim 1 or 2, which is characterized in that the ballast grain sizes are 2.36mm- 4.75mm。
4. pervious concrete according to claim 1 or 2, which is characterized in that the grain size of the rubble is 4.75mm- 9.5mm。
5. pervious concrete according to claim 1 or 2, which is characterized in that cement is 42.5 Portland cements.
CN201810082967.7A 2018-01-29 2018-01-29 A kind of pervious concrete Pending CN108191362A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109111173A (en) * 2018-10-22 2019-01-01 东莞理工学院 A kind of pervious concrete and preparation method thereof
CN109293318A (en) * 2018-11-30 2019-02-01 武汉城开新兴建材有限责任公司 Pervious concrete
CN113845351A (en) * 2021-10-28 2021-12-28 上海靓固生态环境科技股份有限公司 Colored permeable pavement material and preparation process thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101050093A (en) * 2007-03-23 2007-10-10 钱卫胜 Composition of road surface material of pervious cement concrete by using steel slag as aggregate, and method
CN105565723A (en) * 2016-01-27 2016-05-11 昆明市宜鑫荣商品混凝土有限公司 Pervious concrete formula and construction method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101050093A (en) * 2007-03-23 2007-10-10 钱卫胜 Composition of road surface material of pervious cement concrete by using steel slag as aggregate, and method
CN105565723A (en) * 2016-01-27 2016-05-11 昆明市宜鑫荣商品混凝土有限公司 Pervious concrete formula and construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109111173A (en) * 2018-10-22 2019-01-01 东莞理工学院 A kind of pervious concrete and preparation method thereof
CN109293318A (en) * 2018-11-30 2019-02-01 武汉城开新兴建材有限责任公司 Pervious concrete
CN109293318B (en) * 2018-11-30 2021-03-19 湖北绿缘新型材料科技有限公司 Pervious concrete
CN113845351A (en) * 2021-10-28 2021-12-28 上海靓固生态环境科技股份有限公司 Colored permeable pavement material and preparation process thereof

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