CN109133798A - A kind of wear-resistant anti-loose falls the preparation method of concrete permeable brick surface layer and water-permeable brick - Google Patents
A kind of wear-resistant anti-loose falls the preparation method of concrete permeable brick surface layer and water-permeable brick Download PDFInfo
- Publication number
- CN109133798A CN109133798A CN201811121083.4A CN201811121083A CN109133798A CN 109133798 A CN109133798 A CN 109133798A CN 201811121083 A CN201811121083 A CN 201811121083A CN 109133798 A CN109133798 A CN 109133798A
- Authority
- CN
- China
- Prior art keywords
- wear
- permeable brick
- water
- parts
- sand
- 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.)
- Pending
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
- 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
-
- 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
-
- 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
- C04B2111/00612—Uses not provided for elsewhere in C04B2111/00 as one or more layers of a layered structure
-
- 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
Abstract
The present invention provides the preparation methods that a kind of wear-resistant anti-loose falls concrete permeable brick surface layer and water-permeable brick, comprising: includes: 1-5 parts of high grade gel material；5-50 parts of fine aggregate；0.1-2 parts of wear-resistant material；0.01-0.5 parts of pigment；And water, wherein the additional amount of water is equivalent to after mixing all components humid control in the parts by weight of the water of 10%-12%.The present invention is by being arranged specific proportion to gel material, fine aggregate, wear-resistant material and pigment, and use high grade gel material, reduce the dosage of wherein gel material, increase surface layer pore channel, concrete permeable brick surface layer is fallen to both reach increase wear-resistant anti-loose, and the permeability rate of water-permeable brick, and the intensity that wear-resistant anti-loose falls concrete permeable brick surface layer will not be reduced, achieve the effect that wear-resisting and anti-dropout.
Description
Technical field
The invention belongs to water-permeable brick technical fields more particularly to a kind of wear-resistant anti-loose to fall concrete permeable brick surface layer and permeable
The preparation method of brick.
Background technique
Water-permeable brick (seepage brick) is a kind of pavement brick with very strong absorbent function, and when brick body is filled water, moisture will
To underground venting.For urban ground, for solving, urban surface hardening, absorb water rapidly to urban pavement to water-permeable brick draining, guarantor
Hold the building material product of road surface form.
Existing water-permeable brick, in preparation process, surface layer formula is that cement adds quartz sand, and proportion is generally 1:2 or so, is
Guarantee infiltration effect, cement is lower using label as colloid jointing material, leads to that the intensity of finished product is low, water-cement ratio is big, gel
Content of the material in whole components is superfluous, leads to the pore channel for blocking surface layer, and the water penetration of final permeable tile product is extremely low
Even without water penetration；And the permeable brick product in part increases the amount of quartz sand therein, matches then in order to increase the water penetration of product
Reach 1:2.5 or so, then permeability rate reaches 6.61mm/S, but the surface layer intensity for the water-permeable brick being prepared according to the technique compared with
It is low, easily it is easy to fall off damage.
In short, the surface layer intensity of existing water-permeable brick is low, easily falls off damage, and water penetration is poor, can not do
To the balance of water penetration and surface layer intensity, that is, the existing permeable effect of surface layer for being unable to reach water-permeable brick can keep certain intensity again
Effect.
Summary of the invention
The present invention provides the preparation method that a kind of wear-resistant anti-loose falls concrete permeable brick surface layer and water-permeable brick, existing to solve
Water-permeable brick surface layer intensity it is low, easily fall off damage, and water penetration is poor, can not accomplish water penetration and surface layer intensity
Balance, that is, the problem of certain intensity can be kept again by being unable to reach the existing permeable effect of surface layer of water-permeable brick.
To solve the above problems, the present invention, which provides a kind of wear-resistant anti-loose, falls concrete permeable brick surface layer, including following weight
The component of number:
1-5 parts of high grade gel material；
5-50 parts of fine aggregate；
0.1-2 parts of wear-resistant material；
0.01-0.5 parts of pigment.
And water, wherein the additional amount of water is equivalent to after mixing all components humid control in the water of 10%-12%
Parts by weight.
Preferably,
The high grade gel material is silicate white cement；
The silicate white cement marked as be not less than 42.5.
Preferably,
The silicate white cement marked as 52.5.
Preferably,
The fine aggregate includes black granite mechanism color sand, white marble mechanism color sand and mechanism quartz sand.
Preferably,
The partial size of black granite mechanism color sand, white marble mechanism color sand and mechanism quartz sand in the fine aggregate
It is 40 mesh；Also, black granite mechanism color sand, white marble mechanism color sand and mechanism the quartz sand each group in fine aggregate
The ratio divided are as follows: 2:1:1.
Preferably,
The parts by weight of each component are as follows:
1-3 parts of high grade gel material；
5-30 parts of fine aggregate；
0.1-1 parts of wear-resistant material；
0.01-0.1 parts of pigment.
Preferably,
The wear-resistant material is JY-MO1 cement-base wear-resistant material.
Preferably,
The additional amount of water, be equivalent to humid control after mixing all components 10.5% water parts by weight.
In addition, the present invention also provides a kind of preparation methods of water-permeable brick, comprising:
Step 1, with the parts by weight of the rubble of the parts by weight of cement, 4-8 times of cement and the rubble of 8-15%
Sand carries out the stirring that feeds intake as core layer raw material, obtains mixing core material；
Step 2, the mixing core material is inserted in sandwich layer mold, obtains moulding mixture undetermined；
Step 3, vibration pressurization is carried out to the moulding mixture undetermined to get concrete water-permeable brick containing sand sandwich layer is arrived；
Step 4, with 1-5 parts of high grade gel material, 5-50 parts of fine aggregate, 0.1-2 parts of wear-resistant material and 0.01-0.5
The pigment of part carries out the stirring that feeds intake as face stock, obtains mixing capstock；
Step 5, water will be added in the mixing capstock, the humidity for controlling the mixing capstock is 10-12%, is obtained
Mix wet fabric；
Step 6, the wet fabric of mixing is covered into the outer layer of concrete water-permeable brick containing the sand sandwich layer, and carries out vibration and adds
Pressure, makes concrete water-permeable brick containing sand sandwich layer and wear-resistant anti-loose fall concrete permeable brick surface layer and is combined together, obtain water-permeable brick.
Preferably,
It is 5 minutes to the feed intake mixing time of stirring of the core layer raw material and the face stock；
The vibration frequency of the vibration pressurization is 3800 times/second；
The pressure of the vibration pressurization is 150KN/m2。
The present invention provides the preparation method that a kind of wear-resistant anti-loose falls concrete permeable brick surface layer and water-permeable brick, wherein wear-resisting
Anti-dropout concrete permeable brick surface layer includes the component of following parts by weight: 1-5 parts of high grade gel material；5-50 parts of fine aggregate；
0.1-2 parts of wear-resistant material；0.01-0.5 parts of pigment.And water, wherein the additional amount of water is equivalent to wet after mixing all components
Parts by weight of the degree control in the water of 10%-12%.The present invention is special by the way that gel material, fine aggregate, wear-resistant material and pigment are arranged
Fixed proportion, and high grade gel material is used, the dosage of wherein gel material is reduced, increases surface layer pore channel, to both reach
Increase wear-resistant anti-loose and fall the permeability rate of concrete permeable brick surface layer and water-permeable brick, and wear-resistant anti-loose will not be reduced and fall concrete
The intensity of water-permeable brick surface layer achievees the effect that wear-resisting and anti-dropout.
Specific embodiment
Mode combined with specific embodiments below is described in further detail technical solution of the present invention, but not structure
At any limitation of the invention, the modification of anyone limited times made within the scope of the invention as claimed, still in this hair
Within bright scope of the claims.
The present invention provides a kind of wear-resistant anti-loose and falls concrete permeable brick surface layer, the component including following parts by weight:
1-5 parts of high grade gel material；
5-50 parts of fine aggregate；
0.1-2 parts of wear-resistant material；
0.01-0.5 parts of pigment.
And water, wherein the additional amount of water is equivalent to after mixing all components humid control in the water of 10%-12%
Parts by weight.
It is above-mentioned, it should be noted that high grade gel material, can be cement in the present embodiment, and label is that cement is " strong
The index of degree ".The intensity of cement is to indicate the size of unit area stress, after referring to that cement plus water mixes and stirs, after being condensed, being hardened
Solid degree (temperature, humidity and cement when the intensity of cement and the mineralogical composition of composition cement, grain fineness, hardening
In plus water the factors such as ratio it is related).The intensity of cement is the index of determining cement grade, and select cement it is main according to
According to.
Above-mentioned, cement is a kind of gel rubber material, and when preparing wear-resistant anti-loose and falling concrete permeable brick surface layer, addition is played viscous
Close and keep the effect of intensity.
It should be noted that after raw material mixing, different material has different partial sizes, the original of different-grain diameter in surface layer
Material will form gap not of uniform size, theoretically the gap will form effective channel and non-valid channel after mixing.Its
In, effective channel be can be formed in surface layer after forming can effectively air-and water-permeable channel；And non-valid channel, as face
In layer the certain space that is formed after combining of raw material of different-grain diameter can not air-and water-permeable completely gap, as different-grain diameter
The gap that cannot achieve water seepage function between raw material；Each effective channel can facilitate masonry itself in brick surface layer
Air-and water-permeable, increase permeability rate, and non-valid channel, then it can be crammed by the material compared with small particle, to reach raising brick
The purpose of the intensity of surface layer itself.
In brick surface layer, if gel rubber material additional amount is excessive, there are certainly possible all holes by brick surface layer to fill up,
Effective channel for water-permeable and air permeable is greatly reduced, causes finally obtained product permeability rate low.In the brick surface layer of preparation,
The product of some strength and certain permeability rate has certain equivalent gel content, is more than the as remaining gel content of this amount.
In the feed, if increasing the additional amount of quartz sand or sand, the permeable of surface layer can be improved to a certain extent
Effect, but strength reduction；And if increasing gel rubber material, effective channel, the only amount of addition gel rubber material can be blocked just
Equal to the non-valid channel of cement and stone, it can be only achieved neither influence product permeability rate, and surface layer density can be improved, reduce and dredge
The effect of pine property, to accomplish high-intensitive and high water-permeability balance.
The present embodiment provides the preparation methods that a kind of wear-resistant anti-loose falls concrete permeable brick surface layer and water-permeable brick, wherein packet
Include the component of following parts by weight: 1-5 parts of high grade gel material；5-50 parts of fine aggregate；0.1-2 parts of wear-resistant material；Pigment 0.01-
0.5 part.And water, wherein the additional amount of water is equivalent to humid control after mixing all components in the water of 10%-12%
Parts by weight.The present embodiment uses high grade by the way that specific proportion is arranged to gel material, fine aggregate, wear-resistant material and pigment
Gel material reduces the dosage of wherein gel material, increases surface layer pore channel, increases wear-resistant anti-loose to both reach to fall concrete saturating
The permeability rate of water brick surface layer and water-permeable brick, and the intensity that wear-resistant anti-loose falls concrete permeable brick surface layer will not be reduced, reach resistance to
The effect of mill and anti-dropout.
Preferably,
The high grade gel material is silicate white cement；
The silicate white cement marked as be not less than 42.5.
Above-mentioned, white portland cement is referred to as white cement, is burnt with the raw material of proper composition to partial melting, be able to silicon
Sour calcium is main component, and suitable gypsum, levigate manufactured white hydraulic cementing materials is added in the poor clinker of irony.Mill
When cement processed, allow that the lime stone for being no more than cement weight 5% is added.The manufacturing process of white cement requires higher than ordinary cement.
Preferably,
The silicate white cement marked as 52.5.
Preferably,
The fine aggregate includes black granite mechanism color sand, white marble mechanism color sand and mechanism quartz sand.
It is above-mentioned, it should be noted that Machine-made Sand refers to the sand being process by sand making machine and other auxiliary devices, at
Product are more regular, and the sand for being processed into Different Rule and size can be required according to different process, is more able to satisfy daily demand.Machine
Sand processed will have the equipment of profession that can just produce qualified applicable sandstone.
Machine-made Sand has a characteristic that
1, robustness and durability test.The rugged performance of Machine-made Sand is more slightly worse than river sand, but still reaches GB/T
The high-class product index of 141684293 standards, using there is no problem in normal concrete.But frequently suffering from friction impact
It is used in concrete component, except additive is mixed, should also control the cement-sand ratio of concrete and the crush index of sand and content of stone powder.
2, influence of the Machine-made Sand content of stone powder to cement mixture performance.Pass through the test of cement, mortar test, concrete
Test, with Machine-made Sand concrete batching with naturally draw sand without big difference.In general, under the premise of with the slump, Machine-made Sand
Water consumption want slightly larger, but to be considered according to factors such as execution conditions and works and transports.But to the rheobase of concrete
This is constant；When preparing the special concretes such as pump concrete with Machine-made Sand, notices that sand coarse aggregate ratio is unsuitable excessively high, prevent from reducing strong concrete
The construction qualities such as degree and durability.
Currently, sandstone for building is divided into following 3 kinds, washed-out sand, Machine-made Sand and natural sand:
1, washed-out sand: the Foundry sand washed, be classified for natural silica Sand, clay content (mass fraction)≤1.0%.River
Sand is mainly floodplain deposit sand, and face is in canescence-lark, contains medium-fine sand, medium coarse sand, coarse sand, sandy gravel stratum, gravel layer
Composition.Its occurrence is trend with riverbed, and surface layer is tilted from riverbank to riverbed, and tendency is tilted by upstream toward downstream, and river sand is apparently close
Husky clay content in the degree category of 2580kg/m3 bulk density 1569kg/3m fineness modulus 2.89: 1.34%, quality is hard, and color is clear
It is bright, it is good construction material.River sand specification has 4-8 mesh, 8-16 mesh, 16-30 mesh, 30-60 mesh, 40-70 mesh, 70-100 mesh
Deng.
2, Machine-made Sand: referring to the sand being process by sand making machine and other auxiliary devices, and finished product is more regular, can be with
The sand for being processed into Different Rule and size is required according to different process, is more able to satisfy daily demand.Machine-made Sand will have profession
Equipment can just produce qualified applicable sandstone.Machine-made Sand production line has oscillating feeder, jaw crusher, sand making machine, vibrating screen
It is composed with equipment such as adhesive-tape machines.According to different technique requirements, the equipment of various models is combined, and meets client
Different process requirement.
3, natural sand: the sand system (sand system) exploited from nature is known as natural sand, have big rock sand and silica sand it
Point, source includes beach sand, lake sand, river sand, sea sand and mountain sand etc..Natural sand is to wash away barreling by wind and rain or water flow with rock
After stone or cobble, it is formed by granular core body, intensity is higher.
To sum up, in the present embodiment, the Machine-made Sand of use includes black granite mechanism color sand, white marble mechanism color sand
With mechanism quartz sand.By using black granite mechanism color sand, white marble mechanism color sand and mechanism quartz sand, hardness
Hardness than traditional natural sand is high, is especially equivalent to 1.2 times of natural yellow ground.Due to color using black granite mechanism
The Machine-made Sand of sand, white marble mechanism color sand and mechanism quartz sand is fallen to substantially increase the wear-resistant anti-loose being prepared
The intensity of concrete permeable brick surface layer further improves wear-resisting and anti-dropout characteristic.
In addition, used natural yellow ground, form is round granular in traditional technique for preparing water-permeable brick, and this
Machine-made Sand employed in embodiment, form are corner angle body.After round granular natural yellow ground is combined, due to each
The form of yellow ground individual causes permeable gap smaller, and the black granite mechanism color sand of corner angle body, white marble mechanism are color
Sand and mechanism quartz sand upon mixing, compared to the natural yellow ground of tradition, are more likely formed permeable gap, and then greatly improve surface layer
Water penetration.
Preferably,
The partial size of black granite mechanism color sand, white marble mechanism color sand and mechanism quartz sand in the fine aggregate
It is 40 mesh；Also, black granite mechanism color sand, white marble mechanism color sand and mechanism the quartz sand each group in fine aggregate
The ratio divided are as follows: 2:1:1.
Preferably,
The parts by weight of each component are as follows:
1-3 parts of high grade gel material；
5-30 parts of fine aggregate；
0.1-1 parts of wear-resistant material；
0.01-0.1 parts of pigment.
Preferably,
The wear-resistant material is JY-MO1 cement-base wear-resistant material.
Above-mentioned, JY-MO1 cement-base wear-resistant material, as JY-MO1 high-strength wearable material are a kind of powderies without base nanocomposite monocomponent
Dry powder and mortar.With traditional iron-filing mortar, iron-aggregate concrete is compared, and has wear resistence high, erosion resistibility is strong, with basic coagulation
Adhesive strength between soil is high, and compression strength is high, and durability is good, high-time feature.High-strength, wear-resistant, the anti-height of products characteristics
Temperature, antiscour, oil resistant are seeped；Durability is good, long service life；Good integrity is easy to repair, is not easily to fall off；It is nontoxic, tasteless, green
Colour circle protect, to operator without physical impairment.
In the present embodiment, by using JY-MO1 cement-base wear-resistant material, the wearing coefficient of surface layer is considerably increased.Surface layer is resistance to
Mill degree greatly improves, wherein in the present embodiment the wearing coefficient of preparation-obtained surface layer in 2mm hereinafter, and traditional handicraft system
The wearing coefficient of standby water-permeable brick is 3.5mm.
Preferably,
The additional amount of water, be equivalent to humid control after mixing all components 10.5% water parts by weight.
It is above-mentioned, during the preparation process, the moisture of mixed material is adjusted by the additional amount of water, may range from 10%-
12%, it is experimentally confirmed, when moisture is 10.5%, the anticreep performance and wear-resisting property for the water-permeable brick being finally prepared are more
It is good.
In the present embodiment, a kind of wear-resistant anti-loose is provided and falls concrete permeable brick surface layer, by using high grade gel material 1-5
Part；5-50 parts of fine aggregate；0.1-2 parts of wear-resistant material；0.01-0.5 parts of pigment, Yi Jishui, moisture is controlled in 10-12% after mixing,
Finally obtained wear-resistant anti-loose falls concrete permeable brick surface layer, good with the associativity of brick sandwich layer, not easy to crack, traditional water-permeable brick
Common surface layer is not wear-resisting and surface layer is easy to fall off peeling (decortication is the reason is that sandwich layer coarse aggregate, surface layer are that fine aggregate expands again
Caused by the different easy cracking of coefficient).
In addition, the present invention also provides a kind of preparation methods of water-permeable brick, comprising:
Step 1, with the parts by weight of the rubble of the parts by weight of cement, 4-8 times of cement and the rubble of 8-15%
Sand carries out the stirring that feeds intake as core layer raw material, obtains mixing core material；
Step 2, the mixing core material is inserted in sandwich layer mold, obtains moulding mixture undetermined；
Step 3, vibration pressurization is carried out to the moulding mixture undetermined to get concrete water-permeable brick containing sand sandwich layer is arrived；
Step 4, with 1-5 parts of high grade gel material, 5-50 parts of fine aggregate, 0.1-2 parts of wear-resistant material and 0.01-0.5
The pigment of part carries out the stirring that feeds intake as face stock, obtains mixing capstock；
Step 5, water will be added in the mixing capstock, the humidity for controlling the mixing capstock is 10-12%, is obtained
Mix wet fabric；
Step 6, the wet fabric of mixing is covered into the outer layer of concrete water-permeable brick containing the sand sandwich layer, and carries out vibration and adds
Pressure, makes concrete water-permeable brick containing sand sandwich layer and wear-resistant anti-loose fall concrete permeable brick surface layer and is combined together, obtain water-permeable brick.
Preferably,
It is 5 minutes to the feed intake mixing time of stirring of the core layer raw material and the face stock；
The vibration frequency of the vibration pressurization is 3800 times/second；
The pressure of the vibration pressurization is 150KN/m2。
In addition, may also include that after step 6
Step 7, the brick suppressed is sent by the maintenance of steam curing kiln by conveying equipment, rested 40 minutes in kiln, to steaming
Gas is warming up to 80 degree, constant temperature 4 hours, cools down 2 hours, product is sent to assembly line and carries out stacking by product kiln discharge, waggon, in turn
Packaging and storage.
To facilitate the understanding of the present invention, below with reference to embodiment to further illustrate the technical scheme of the present invention.Applicant
Statement, detailed process equipment and process flow of the invention that the present invention is explained by the above embodiments, but the present invention not office
It is limited to above-mentioned detailed process equipment and process flow, that is, does not mean that the present invention must rely on above-mentioned detailed process equipment and technique
Process could be implemented.It should be clear to those skilled in the art, any improvement in the present invention, each to product of the present invention
The equivalence replacement of raw material and addition, the selection of concrete mode of auxiliary element etc. all fall within protection scope of the present invention and openly
Within the scope of.
Wear-resistant anti-loose provided in table 1, embodiment 1-6 falls the component formula of concrete permeable brick surface layer
Preparation includes the steps that wear-resistant anti-loose falls the water-permeable brick of concrete permeable brick surface layer in embodiment 1-6:
Step 1, with the parts by weight of the rubble of the parts by weight of cement, 4-8 times of cement and the rubble of 8-15%
Sand carries out the stirring that feeds intake as core layer raw material, obtains mixing core material；
Step 2, the mixing core material is inserted in sandwich layer mold, obtains moulding mixture undetermined；
Step 3, vibration pressurization is carried out to the moulding mixture undetermined to get concrete water-permeable brick containing sand sandwich layer is arrived；
Step 4, with 1-5 parts of high grade gel material, 5-50 parts of fine aggregate, 0.1-2 parts of wear-resistant material and 0.01-0.5
The pigment of part carries out the stirring that feeds intake as face stock, obtains mixing capstock；
Step 5, water will be added in the mixing capstock, the humidity for controlling the mixing capstock is 10-12%, is obtained
Mix wet fabric；
Step 6, the wet fabric of mixing is covered into the outer layer of concrete water-permeable brick containing the sand sandwich layer, and carries out vibration and adds
Pressure, makes concrete water-permeable brick containing sand sandwich layer and wear-resistant anti-loose fall concrete permeable brick surface layer and is combined together, obtain water-permeable brick.
It is above-mentioned, it is 5 minutes to the feed intake mixing time of stirring of the core layer raw material and the face stock；
The vibration frequency of the vibration pressurization is 3800 times/second；
The pressure of the vibration pressurization is 150KN/m2。
Embodiment 1:
Wear-resistant anti-loose, which is prepared, by the component formula in table 1 falls concrete permeable brick surface layer, and the preparation for passing through water-permeable brick
Prepared by method, obtain water-permeable brick.Wherein, high grade gel material is using the silicate white cement marked as 52.5；Fine aggregate,
For black granite mechanism color sand, the ratio of white marble mechanism color sand and mechanism the quartz sand each component in fine aggregate are as follows:
2:1:1；Wear-resistant material is JY-MO1 cement-base wear-resistant material.
Embodiment 1:
Wear-resistant anti-loose, which is prepared, by the component formula in table 1 falls concrete permeable brick surface layer, and the preparation for passing through water-permeable brick
Prepared by method, obtain water-permeable brick.Wherein, high grade gel material is using the silicate white cement marked as 52.5；Fine aggregate,
For black granite mechanism color sand, the ratio of white marble mechanism color sand and mechanism the quartz sand each component in fine aggregate are as follows:
2:1:1；Wear-resistant material is JY-MO1 cement-base wear-resistant material.
Embodiment 2:
Wear-resistant anti-loose, which is prepared, by the component formula in table 1 falls concrete permeable brick surface layer, and the preparation for passing through water-permeable brick
Prepared by method, obtain water-permeable brick.Wherein, high grade gel material is using the silicate white cement marked as 42.5；Fine aggregate,
For black granite mechanism color sand, the ratio of white marble mechanism color sand and mechanism the quartz sand each component in fine aggregate are as follows:
2:1:1；Wear-resistant material is JY-MO1 cement-base wear-resistant material.
Embodiment 3:
Wear-resistant anti-loose, which is prepared, by the component formula in table 1 falls concrete permeable brick surface layer, and the preparation for passing through water-permeable brick
Prepared by method, obtain water-permeable brick.Wherein, high grade gel material is using the silicate white cement marked as 52.5；Fine aggregate,
For black granite mechanism color sand, the ratio of white marble mechanism color sand and mechanism the quartz sand each component in fine aggregate are as follows:
2:1:1；Wear-resistant material is JY-MO1 cement-base wear-resistant material.
Embodiment 4:
Wear-resistant anti-loose, which is prepared, by the component formula in table 1 falls concrete permeable brick surface layer, and the preparation for passing through water-permeable brick
Prepared by method, obtain water-permeable brick.Wherein, high grade gel material is using the silicate white cement marked as 52.5；Fine aggregate,
For black granite mechanism color sand, the ratio of white marble mechanism color sand and mechanism the quartz sand each component in fine aggregate are as follows:
2:1:1；Wear-resistant material is JY-MO1 cement-base wear-resistant material.
Embodiment 5:
Wear-resistant anti-loose, which is prepared, by the component formula in table 1 falls concrete permeable brick surface layer, and the preparation for passing through water-permeable brick
Prepared by method, obtain water-permeable brick.Wherein, high grade gel material is using the silicate white cement marked as 52.5；Fine aggregate,
For black granite mechanism color sand, the ratio of white marble mechanism color sand and mechanism the quartz sand each component in fine aggregate are as follows:
2:1:1；Wear-resistant material is JY-MO1 cement-base wear-resistant material.
Embodiment 6:
Wear-resistant anti-loose, which is prepared, by the component formula in table 1 falls concrete permeable brick surface layer, and the preparation for passing through water-permeable brick
Prepared by method, obtain water-permeable brick.Wherein, high grade gel material is using the silicate white cement marked as 52.5；Fine aggregate,
For black granite mechanism color sand, the ratio of white marble mechanism color sand and mechanism the quartz sand each component in fine aggregate are as follows:
2:1:1；Wear-resistant material is JY-MO1 cement-base wear-resistant material.
Comparative experiments:
For concrete water-permeable brick containing sand preparation-obtained in embodiment 1-6, by the requirement of JC/T 945-2005 into
Row performance test, wherein the water-permeable brick of traditional handicraft preparation is added, and (traditional water-permeable brick, in preparation process, surface layer formula is
Cement adds quartz sand, matches as 1:2, and cement grade, less than 32.5) being compared, concrete outcome is as follows:
The performance test of table 2, embodiment 1-6 and comparative example
Experimental summary:
For concrete water-permeable brick containing sand preparation-obtained in embodiment 1-6, by the requirement of JC/T 945-2005 into
Row performance test, wherein be added traditional handicraft preparation surface layer water-permeable brick be compared, by table 2 as it can be seen that compared to tradition side
The water-permeable brick of method preparation, embodiment 1-6 can reach preferable compression strength and wearability, and can reach more outstanding saturating
Aqueous energy.The present invention uses high grade gel by the way that specific proportion is arranged to gel material, fine aggregate, wear-resistant material and pigment
Material reduces the dosage of wherein gel material, increases surface layer pore channel, falls concrete permeable brick to both reach and increase wear-resistant anti-loose
The permeability rate of surface layer and water-permeable brick, and the intensity that wear-resistant anti-loose falls concrete permeable brick surface layer will not be reduced.
Claims (10)
1. a kind of wear-resistant anti-loose falls concrete permeable brick surface layer, which is characterized in that the component including following parts by weight:
1-5 parts of high grade gel material；
5-50 parts of fine aggregate；
0.1-2 parts of wear-resistant material；
0.01-0.5 parts of pigment；
And water, wherein the additional amount of water is equivalent to after mixing all components humid control in the weight of the water of 10%-12%
Measure number.
2. wear-resistant anti-loose as described in claim 1 falls concrete permeable brick surface layer, which is characterized in that
The high grade gel material is silicate white cement；
The silicate white cement marked as be not less than 42.5.
3. wear-resistant anti-loose as claimed in claim 2 falls concrete permeable brick surface layer, which is characterized in that
The silicate white cement marked as 52.5.
4. wear-resistant anti-loose as described in claim 1 falls concrete permeable brick surface layer, which is characterized in that
The fine aggregate includes black granite mechanism color sand, white marble mechanism color sand and mechanism quartz sand.
5. wear-resistant anti-loose as claimed in claim 4 falls concrete permeable brick surface layer, which is characterized in that
The partial size of black granite mechanism color sand, white marble mechanism color sand and mechanism quartz sand in the fine aggregate is
40 mesh；Also, black granite mechanism color sand, white marble mechanism color sand and mechanism the quartz sand each component in fine aggregate
Ratio are as follows: 2:1:1.
6. wear-resistant anti-loose as described in claim 1 falls concrete permeable brick surface layer, which is characterized in that the parts by weight of each component
Are as follows:
1-3 parts of high grade gel material；
5-30 parts of fine aggregate；
0.1-1 parts of wear-resistant material；
0.01-0.1 parts of pigment.
7. wear-resistant anti-loose as described in claim 1 falls concrete permeable brick surface layer, which is characterized in that the wear-resistant material is JY-MO1
Cement-base wear-resistant material.
8. wear-resistant anti-loose as described in claim 1 falls concrete permeable brick surface layer, which is characterized in that the additional amount of water is equivalent to
After all components are mixed humid control 10.5% water parts by weight.
9. a kind of preparation method of water-permeable brick characterized by comprising
Step 1, made with the sand of the parts by weight of the rubble of the parts by weight of cement, 4-8 times of cement and the rubble of 8-15%
The stirring that feeds intake is carried out for core layer raw material, obtains mixing core material；
Step 2, the mixing core material is inserted in sandwich layer mold, obtains moulding mixture undetermined；
Step 3, vibration pressurization is carried out to the moulding mixture undetermined to get concrete water-permeable brick containing sand sandwich layer is arrived；
Step 4, with 1-5 parts of high grade gel material, 5-50 parts of fine aggregate, 0.1-2 parts of wear-resistant material and 0.01-0.5 parts
Pigment carries out the stirring that feeds intake as face stock, obtains mixing capstock；
Step 5, water will be added in the mixing capstock, the humidity for controlling the mixing capstock is 10-12%, is mixed
Wet fabric；
Step 6, the wet fabric of mixing is covered into the outer layer of concrete water-permeable brick containing the sand sandwich layer, and carries out vibration pressurization,
Make concrete water-permeable brick containing sand sandwich layer and wear-resistant anti-loose fall concrete permeable brick surface layer to be combined together, obtains water-permeable brick.
10. the preparation method of water-permeable brick as claimed in claim 9, which is characterized in that
It is 5 minutes to the feed intake mixing time of stirring of the core layer raw material and the face stock；
The vibration frequency of the vibration pressurization is 3800 times/second；
The pressure of the vibration pressurization is 150KN/m2。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811121083.4A CN109133798A (en) | 2018-09-26 | 2018-09-26 | A kind of wear-resistant anti-loose falls the preparation method of concrete permeable brick surface layer and water-permeable brick |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811121083.4A CN109133798A (en) | 2018-09-26 | 2018-09-26 | A kind of wear-resistant anti-loose falls the preparation method of concrete permeable brick surface layer and water-permeable brick |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109133798A true CN109133798A (en) | 2019-01-04 |
Family
ID=64812342
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811121083.4A Pending CN109133798A (en) | 2018-09-26 | 2018-09-26 | A kind of wear-resistant anti-loose falls the preparation method of concrete permeable brick surface layer and water-permeable brick |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109133798A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113816665A (en) * | 2021-10-15 | 2021-12-21 | 哈尔滨纳罗科技有限公司 | Preparation process of concrete |
| CN114873960A (en) * | 2021-12-29 | 2022-08-09 | 天津欧贝姆建材有限公司 | Inorganic sand-based water permeable brick and preparation method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04362054A (en) * | 1991-06-07 | 1992-12-15 | Nkk Corp | Cement paving composition having high water permeability |
| CN101891418A (en) * | 2010-06-30 | 2010-11-24 | 黄利辉 | Surface material for manufacturing wear-resistant floor tile and floor tile |
| CN106049216A (en) * | 2016-05-27 | 2016-10-26 | 内江市恒世达建材有限公司 | Natural sand pavement brick or pavement slab with water permeability and preparation method of natural sand pavement brick or pavement slab |
| CN106630825A (en) * | 2016-12-15 | 2017-05-10 | 东莞深圳清华大学研究院创新中心 | Composite water permeable brick and preparation method thereof |
| CN107032670A (en) * | 2016-11-15 | 2017-08-11 | 玉溪硕龙科技发展有限公司 | Surface has the composite water permeable brick and its production method of natural gloss |
-
2018
- 2018-09-26 CN CN201811121083.4A patent/CN109133798A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04362054A (en) * | 1991-06-07 | 1992-12-15 | Nkk Corp | Cement paving composition having high water permeability |
| CN101891418A (en) * | 2010-06-30 | 2010-11-24 | 黄利辉 | Surface material for manufacturing wear-resistant floor tile and floor tile |
| CN106049216A (en) * | 2016-05-27 | 2016-10-26 | 内江市恒世达建材有限公司 | Natural sand pavement brick or pavement slab with water permeability and preparation method of natural sand pavement brick or pavement slab |
| CN107032670A (en) * | 2016-11-15 | 2017-08-11 | 玉溪硕龙科技发展有限公司 | Surface has the composite water permeable brick and its production method of natural gloss |
| CN106630825A (en) * | 2016-12-15 | 2017-05-10 | 东莞深圳清华大学研究院创新中心 | Composite water permeable brick and preparation method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 沈春林: "《预拌砂浆的生产与施工》", 31 August 2015, 中国建材工业出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113816665A (en) * | 2021-10-15 | 2021-12-21 | 哈尔滨纳罗科技有限公司 | Preparation process of concrete |
| CN114873960A (en) * | 2021-12-29 | 2022-08-09 | 天津欧贝姆建材有限公司 | Inorganic sand-based water permeable brick and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109534748B (en) | Premixed pervious concrete and preparation method and application thereof | |
| CN104018409B (en) | A kind of mixed type pervious concrete pavement structure of sustainability | |
| KR101692691B1 (en) | A eco-friendly concrete retaining wall block composition and eco-friendly concrete retaining wall blocks manufactured by using the same | |
| CN106167371B (en) | A kind of ultra fine sand water conservancy project large volume normal concrete | |
| CN106587843A (en) | High-strength highly-permeable inorganic concrete and preparation method thereof | |
| CN108191321B (en) | Preparation method of pervious concrete | |
| CN110482965A (en) | Strength grade is the water conservancy project entity structure high performance concrete and its construction method of C30~C40 | |
| CN113754398A (en) | Modified phosphogypsum stabilized macadam and preparation method and application thereof | |
| CN113135695A (en) | Anti-cracking anti-permeation high-durability concrete and preparation method thereof | |
| CN106830835A (en) | Using the frost-resistant concrete of steam curing process | |
| CN101886474B (en) | Construction method for densifying surface layer of middle/low-strength concrete | |
| CN110482945A (en) | A kind of Machine-made Sand regeneration concrete and preparation method thereof for high speed base course | |
| CN111848080A (en) | Over-sulfur phosphogypsum slag cement stabilizing layer, phosphogypsum-based cementing material and preparation method thereof | |
| CN109133798A (en) | A kind of wear-resistant anti-loose falls the preparation method of concrete permeable brick surface layer and water-permeable brick | |
| CN106277979A (en) | A kind of high-intensity inorganic quartzite slate and preparation thereof and application | |
| CN115831280A (en) | Quantitative design method for mix proportion of machine-made sand self-compacting concrete | |
| KR102372063B1 (en) | Method of manufacturing permeable block and the permeable block thereby | |
| CN108101432A (en) | A kind of structure gradient type cement base permeable pavement brick and preparation method thereof | |
| CN115159946A (en) | High-strength gypsum-based sand-free self-leveling mortar with high fluidity and preparation method and application thereof | |
| CN106810150A (en) | A kind of EVA resin cooperates with the wear-resisting enhanced cement base water-permeable brick of slag micro powder | |
| CN110696184B (en) | High-strength water-permeable cement concrete production preparation method | |
| CN104743995A (en) | High-strength concrete cementitious composition and high-strength concrete thereof | |
| CN110922113A (en) | Concrete for high-durability construction | |
| CN109400054A (en) | A kind of regeneration concrete and its processing technology | |
| CN112174588B (en) | High-strength brick slag light aggregate self-compacting pump concrete and preparation method and pumping method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190104 |