CN112794697A - Pervious concrete formula and preparation method thereof - Google Patents
Pervious concrete formula and preparation method thereof Download PDFInfo
- Publication number
- CN112794697A CN112794697A CN202110016965.XA CN202110016965A CN112794697A CN 112794697 A CN112794697 A CN 112794697A CN 202110016965 A CN202110016965 A CN 202110016965A CN 112794697 A CN112794697 A CN 112794697A
- Authority
- CN
- China
- Prior art keywords
- parts
- pervious concrete
- mixture
- aggregate
- 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.)
- Pending
Links
- 239000011380 pervious concrete Substances 0.000 title claims abstract description 37
- 238000002360 preparation method Methods 0.000 title claims abstract description 18
- 238000009472 formulation Methods 0.000 title description 2
- 239000000843 powder Substances 0.000 claims abstract description 23
- 239000003607 modifier Substances 0.000 claims abstract description 18
- 229920000642 polymer Polymers 0.000 claims abstract description 18
- 239000000178 monomer Substances 0.000 claims abstract description 14
- 235000019353 potassium silicate Nutrition 0.000 claims abstract description 14
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims abstract description 14
- WIEXMPDBTYDSQF-UHFFFAOYSA-N 1,3-bis(furan-2-yl)propan-2-one Chemical compound C=1C=COC=1CC(=O)CC1=CC=CO1 WIEXMPDBTYDSQF-UHFFFAOYSA-N 0.000 claims abstract description 13
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 claims abstract description 13
- 229910021538 borax Inorganic materials 0.000 claims abstract description 13
- 229910052708 sodium Inorganic materials 0.000 claims abstract description 13
- 239000011734 sodium Substances 0.000 claims abstract description 13
- 239000004328 sodium tetraborate Substances 0.000 claims abstract description 13
- 235000010339 sodium tetraborate Nutrition 0.000 claims abstract description 13
- 239000000654 additive Substances 0.000 claims abstract description 11
- 230000000996 additive effect Effects 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 10
- MMCPOSDMTGQNKG-UHFFFAOYSA-N anilinium chloride Chemical compound Cl.NC1=CC=CC=C1 MMCPOSDMTGQNKG-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims description 29
- 238000003756 stirring Methods 0.000 claims description 18
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 8
- 239000002245 particle Substances 0.000 claims description 7
- MMCPOSDMTGQNKG-UJZMCJRSSA-N aniline;hydrochloride Chemical compound Cl.N[14C]1=[14CH][14CH]=[14CH][14CH]=[14CH]1 MMCPOSDMTGQNKG-UJZMCJRSSA-N 0.000 claims description 6
- 239000010453 quartz Substances 0.000 claims description 6
- 238000002156 mixing Methods 0.000 claims description 5
- 239000002994 raw material Substances 0.000 claims description 5
- 238000005303 weighing Methods 0.000 claims description 5
- 229920001732 Lignosulfonate Polymers 0.000 claims description 4
- 229920000609 methyl cellulose Polymers 0.000 claims description 4
- 239000001923 methylcellulose Substances 0.000 claims description 4
- 229910052611 pyroxene Inorganic materials 0.000 claims description 4
- 239000006004 Quartz sand Substances 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- -1 ethylsiloxy Chemical group 0.000 claims 2
- 229920005646 polycarboxylate Polymers 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 12
- 239000004567 concrete Substances 0.000 abstract description 11
- 230000035699 permeability Effects 0.000 abstract description 5
- 238000010521 absorption reaction Methods 0.000 abstract description 3
- 239000004566 building material Substances 0.000 abstract description 2
- 230000002708 enhancing effect Effects 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 description 3
- XPFVYQJUAUNWIW-UHFFFAOYSA-N furfuryl alcohol Chemical compound OCC1=CC=CO1 XPFVYQJUAUNWIW-UHFFFAOYSA-N 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 206010039203 Road traffic accident Diseases 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000000084 colloidal system Substances 0.000 description 2
- 235000019357 lignosulphonate Nutrition 0.000 description 2
- 235000010981 methylcellulose Nutrition 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004313 glare Effects 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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
- C04B28/24—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 alkyl, ammonium or metal silicates; containing silica sols
- C04B28/26—Silicates of the alkali metals
-
- 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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- 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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
- C04B40/0042—Powdery mixtures
-
- 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
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/23—Acid resistance, e.g. against acid air or rain
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
The invention discloses a pervious concrete formula and a preparation method thereof, wherein the water glass comprises the following components in parts by weight: 120 parts of furfuryl ketone monomer: 5 parts of aniline hydrochloride: 5 parts of sodium fluosilicate: 13 parts of aggregate: 470 parts of powder material: 135 parts of additive: 0.3 part, 8 parts of polymer modifier and 13 parts of borax. The invention belongs to the technical field of building material preparation, and particularly relates to a pervious concrete formula for enhancing the water permeability of concrete by utilizing the water absorption function of a polymer modifier and a preparation method thereof.
Description
Technical Field
The invention belongs to the technical field of building material preparation, and particularly relates to a pervious concrete formula and a preparation method thereof.
Background
Pervious concrete, also known as porous, gap graded, open pore or filter concrete, refers to a concrete with a microstructure of interconnected pores, which is an engineering material with high water permeability, constructed by avoiding the use of fine aggregates during the preparation. Environmental problems such as flood, water pollution, bad weather and urban heat island phenomena occur frequently and are global. The presence of impermeable pavements in highways and urban roads, which cut off the exchange of damp heat between the soil and the air, is one of the main causes of these environmental problems. Meanwhile, traffic accidents are reported to cause the death of one million people worldwide each year, with losses of nearly five billion dollars. The water permeability of the traditional road surface is insufficient, the anti-skid capability of the road surface is directly weakened in rain and snow, and the main reason of traffic accidents is caused. Unlike impervious concrete pavements, Pervious Concrete Pavements (PCPs) provide better rain drainage and snow melting to prevent safety issues for drivers in inclement weather conditions, such as slip, glare, fog and flood. In addition, the porous structure of the permeable pavement can preliminarily purify rainwater and serve as a tunnel for heat and moisture exchange of the atmospheric pavement, so that a positive environmental effect is generated.
Disclosure of Invention
In order to solve the problems, the invention provides a pervious concrete formula for enhancing the water permeability of concrete by utilizing the water absorption function of a polymer modifier and a preparation method thereof.
In order to realize the functions, the technical scheme adopted by the invention is as follows: the pervious concrete comprises the following components in parts by weight: water glass: 120 parts of furfuryl ketone monomer: 3-8 parts of aniline hydrochloride: 2-8 parts of sodium fluosilicate: 11-18 parts of aggregate: 420-500 parts of powder material: 110-158 parts, admixture: 0.1-0.5 part, 8-13 parts of polymer modifier and 8-22 parts of borax.
Further, the water glass: 120 parts of furfuryl ketone monomer: 5 parts of aniline hydrochloride: 5 parts of sodium fluosilicate: 13 parts of aggregate: 470 parts of powder material: 135 parts of additive: 0.3 part, 8 parts of polymer modifier and 13 parts of borax.
Further, the aggregate comprises coarse aggregate and fine aggregate.
Furthermore, the coarse aggregate and the fine aggregate are both a mixture of quartz sand and quartz stone, the particle size of the coarse aggregate is 17-23mm, the particle size of the fine aggregate is 8-12mm, and continuous through holes capable of ventilating and permeating water are formed among the fine aggregates to ensure the ventilating and permeating performance of the concrete.
Further, the polymer modifier comprises methyl cellulose, ethyl silicon ethoxy and sulfonated lignin, and the mass ratio of the methyl cellulose to the ethyl silicon ethoxy to the sulfonated lignin is 6:2: 3.
Further, the powder material comprises pyroxene powder and quartz powder, and the mass ratio of the pyroxene powder to the quartz powder is 9:6: 4.
The invention also discloses a pervious concrete formula and a preparation method thereof, and the pervious concrete formula comprises the following steps:
1) weighing the components according to the weight ratio of the components;
2) the raw materials are dry-stirred for 1-3min according to the fine aggregate, the powder and the sodium fluosilicate to obtain a mixture, and the mixture is stirred in a stirrer; mixing water glass, a furfuryl ketone monomer and aniline hydrochloride, adding the mixture into the mixture, and uniformly stirring;
3) adding the additive and the polymer modifier into the mixture, and continuously stirring;
4) adding the coarse aggregate and borax into the mixture, and uniformly stirring;
5) and obtaining the pervious concrete.
The invention adopts the structure to obtain the following beneficial effects: the pervious concrete formula and the preparation method thereof provided by the invention have the advantages that the operation is simple, the mechanism is compact, the design is reasonable, the water absorption function of the polymer modifier is utilized, the cement colloid particles can be complexed with water and the particles in preference to the cement colloid particles, the corrosion of water molecules and ions to the concrete is reduced, the acid resistance of the concrete is greatly improved through the matching of water glass and aniline hydrochloride, the furfuryl alcohol monomer is added, the concrete cannot be corroded under the long-time washing of rainwater, continuous through holes capable of ventilating and permeating water are formed among fine aggregates, and the ventilating and permeating performance of the concrete is ensured.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
The invention relates to a pervious concrete formula and a preparation method thereof, wherein the pervious concrete comprises the following components in parts by weight: the water glass: 120 parts of furfuryl ketone monomer: 5 parts of aniline hydrochloride: 5 parts of sodium fluosilicate: 13 parts of aggregate: 470 parts of powder material: 135 parts of additive: 0.3 part, 8 parts of polymer modifier and 13 parts of borax.
The invention also discloses a pervious concrete formula and a preparation method thereof, and the pervious concrete formula is characterized in that: the method comprises the following steps:
1) weighing the components according to the weight ratio of the components;
2) the raw materials are dry-stirred for 1min according to the fine aggregate, the powder and the sodium fluosilicate to obtain a mixture, and the dry-stirring is carried out in a stirrer; mixing water glass, a furfuryl ketone monomer and aniline hydrochloride, adding the mixture into the mixture, and uniformly stirring;
3) adding the additive and the polymer modifier into the mixture, and continuously stirring;
4) adding the coarse aggregate and borax into the mixture, and uniformly stirring;
5) and obtaining the pervious concrete.
Example 2
The invention relates to a pervious concrete formula and a preparation method thereof, wherein the pervious concrete comprises the following components in parts by weight: the water glass: 120 parts of furfuryl ketone monomer: 4 parts of aniline hydrochloride: 7 parts of sodium fluosilicate: 16 parts of aggregate: 490 parts of powder material: 120 parts of additive: 0.3 part, 12 parts of polymer modifier and 20 parts of borax.
The invention also discloses a pervious concrete formula and a preparation method thereof, and the pervious concrete formula is characterized in that: the method comprises the following steps:
1) weighing the components according to the weight ratio of the components;
2) the raw materials are dry-stirred for 2min according to the fine aggregate, the powder and the sodium fluosilicate to obtain a mixture, and the dry-stirring is carried out in a stirrer; mixing water glass, a furfuryl ketone monomer and aniline hydrochloride, adding the mixture into the mixture, and uniformly stirring;
3) adding the additive and the polymer modifier into the mixture, and continuously stirring;
4) adding the coarse aggregate and borax into the mixture, and uniformly stirring;
5) and obtaining the pervious concrete.
Example 3
The invention relates to a pervious concrete formula and a preparation method thereof, wherein the pervious concrete comprises the following components in parts by weight: the water glass: 120 parts of furfuryl ketone monomer: 7 parts of aniline hydrochloride: 3 parts of sodium fluosilicate: 15 parts of aggregate: 480 parts of powder material: 138 parts of additive: 0.3 part, 9 parts of polymer modifier and 19 parts of borax.
The invention also discloses a pervious concrete formula and a preparation method thereof, and the pervious concrete formula is characterized in that: the method comprises the following steps:
1) weighing the components according to the weight ratio of the components;
2) the raw materials are dry-stirred for 2min according to the fine aggregate, the powder and the sodium fluosilicate to obtain a mixture, and the dry-stirring is carried out in a stirrer; mixing water glass, a furfuryl ketone monomer and aniline hydrochloride, adding the mixture into the mixture, and uniformly stirring;
3) adding the additive and the polymer modifier into the mixture, and continuously stirring;
4) adding the coarse aggregate and borax into the mixture, and uniformly stirring;
5) and obtaining the pervious concrete.
When concrete prepared in examples 1 to 3 was extruded using a pressure of 1.5MPa for 15 seconds, and then tested using a servo press, it was found that the 7d compressive strength of examples 1, 2 and 3 was 30.2MPa, 26.5MPa and 28.3MPa, respectively, and then the water permeability coefficients of examples 1, 2 and 3 were measured to be 2.4mm/s, 0.9mm/s and 1.5mm/s, respectively, whereby it was found that example 1 was significantly superior to examples 2 and 3 in effect.
The invention and its embodiments have been described above but are not limited thereto. In summary, those skilled in the art should appreciate that they can devise similar technical solutions and embodiments without the inventive concept, and all such technical solutions and embodiments are within the scope of the present invention.
Claims (8)
1. The pervious concrete is characterized by comprising the following components in parts by weight: water glass: 120 parts of furfuryl ketone monomer: 3-8 parts of aniline hydrochloride: 2-8 parts of sodium fluosilicate: 11-18 parts of aggregate: 420-500 parts of powder material: 110-158 parts, admixture: 0.1-0.5 part, 8-13 parts of polymer modifier and 8-22 parts of borax.
2. The pervious concrete of claim 1, wherein the water glass: 120 parts of furfuryl ketone monomer: 5 parts of aniline hydrochloride: 5 parts of sodium fluosilicate: 13 parts of aggregate: 470 parts of powder material: 135 parts of additive: 0.3 part, 8 parts of polymer modifier and 13 parts of borax.
3. The pervious concrete of claim 1, wherein said aggregate comprises coarse aggregate and fine aggregate.
4. The pervious concrete of claim 3, wherein the coarse aggregate and the fine aggregate are a mixture of quartz sand and quartz stone, the particle size of the coarse aggregate is 17-23mm, and the particle size of the fine aggregate is 8-12 mm.
5. The pervious concrete of claim 1, wherein the polymer modifier comprises methylcellulose, ethylsiloxy and lignin sulfonate, and the mass ratio of the methylcellulose, the ethylsiloxy and the lignin sulfonate is 6:2: 3.
6. The pervious concrete of claim 1, characterized in that said powder comprises pyroxene powder and quartz powder, the mass ratio of pyroxene powder to quartz powder being 9:6: 4.
7. The pervious concrete of claim 1, wherein said admixture is a powdered polycarboxylate.
8. The pervious concrete formula and the preparation method thereof are characterized by comprising the following steps:
1) weighing the components according to the weight ratio of the components;
2) the raw materials are dry-stirred for 1-3min according to the fine aggregate, the powder and the sodium fluosilicate to obtain a mixture, and the mixture is stirred in a stirrer; mixing water glass, a furfuryl ketone monomer and aniline hydrochloride, adding the mixture into the mixture, and uniformly stirring;
3) adding the additive and the polymer modifier into the mixture, and continuously stirring;
4) adding the coarse aggregate and borax into the mixture, and uniformly stirring;
5) and obtaining the pervious concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110016965.XA CN112794697A (en) | 2021-01-07 | 2021-01-07 | Pervious concrete formula and preparation method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110016965.XA CN112794697A (en) | 2021-01-07 | 2021-01-07 | Pervious concrete formula and preparation method thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN112794697A true CN112794697A (en) | 2021-05-14 |
Family
ID=75808855
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202110016965.XA Pending CN112794697A (en) | 2021-01-07 | 2021-01-07 | Pervious concrete formula and preparation method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN112794697A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1057449A (en) * | 1990-06-20 | 1992-01-01 | 云南会泽铅锌矿 | Dense water glass acid-proof concrete and preparation method |
KR20000063404A (en) * | 2000-07-06 | 2000-11-06 | 이상호 | Water permeable concrete |
CN103771821A (en) * | 2012-10-22 | 2014-05-07 | 上海灵星环保防腐工程有限公司 | Formula and preparation method for and application of impervious acid-proof concrete |
CN108129082A (en) * | 2017-12-27 | 2018-06-08 | 江苏百瑞吉新材料有限公司 | A kind of concrete of good water permeability and preparation method thereof |
CN111613279A (en) * | 2020-05-06 | 2020-09-01 | 王玉海 | Preparation method and mixing proportion of digital acid-resistant concrete |
-
2021
- 2021-01-07 CN CN202110016965.XA patent/CN112794697A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1057449A (en) * | 1990-06-20 | 1992-01-01 | 云南会泽铅锌矿 | Dense water glass acid-proof concrete and preparation method |
KR20000063404A (en) * | 2000-07-06 | 2000-11-06 | 이상호 | Water permeable concrete |
CN103771821A (en) * | 2012-10-22 | 2014-05-07 | 上海灵星环保防腐工程有限公司 | Formula and preparation method for and application of impervious acid-proof concrete |
CN108129082A (en) * | 2017-12-27 | 2018-06-08 | 江苏百瑞吉新材料有限公司 | A kind of concrete of good water permeability and preparation method thereof |
CN111613279A (en) * | 2020-05-06 | 2020-09-01 | 王玉海 | Preparation method and mixing proportion of digital acid-resistant concrete |
Non-Patent Citations (2)
Title |
---|
宋延经: "密实性耐酸混凝土在大型酸洗槽中的应用", 《混凝土及加筋混凝土》 * |
曾文 等: "高抗渗性耐酸混凝土的施工", 《建筑技术》 * |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107935445B (en) | Permeable concrete reinforcing agent and preparation method thereof | |
CN111072330B (en) | High-strength pervious asphalt concrete and preparation method thereof | |
CN107140902A (en) | A kind of permeable foam concrete and preparation method thereof | |
CN108751874B (en) | High-performance colored pervious asphalt concrete and preparation method thereof | |
CN107382358A (en) | It is a kind of suitable for permeable alkali-slag concrete of Supporting Load Pavement and preparation method thereof | |
CN111099860A (en) | High-performance anti-freezing concrete and preparation method thereof | |
KR101001978B1 (en) | Mixed material of color percolation concrete having waterproof and constructing method color percolation concrete using this | |
CN107673699B (en) | High-strength high-permeability concrete and preparation method thereof | |
CN110981366A (en) | Preparation and construction method of porous coral aggregate permeable purified concrete | |
CN110981315B (en) | High-performance aggregate adhesive and application thereof | |
CN116924748B (en) | Solid waste resource recycling type permeable pavement paving material and preparation method and application thereof | |
CN112456891A (en) | Pervious concrete material prepared from waste baked bricks and application thereof | |
CN111592295A (en) | Production process of pre-slurry in-situ mixing pervious concrete | |
CN109608133A (en) | A kind of high-performance permeable concrete and preparation method thereof | |
CN109456007B (en) | Track laying C40 self-compacting concrete and preparation method thereof | |
CN112250358A (en) | Pervious concrete and preparation method thereof | |
CN113698149A (en) | Environment-friendly pervious concrete and preparation method thereof | |
WO2024027541A1 (en) | Downpour flooding-resistant recycled pervious concrete suitable for heavy-load traffic pavement, and preparation method therefor | |
CN112794697A (en) | Pervious concrete formula and preparation method thereof | |
CN116023073A (en) | Color permeable concrete and preparation method thereof | |
CN111021187A (en) | Assembled permeable road edge stone and preparation method thereof | |
CN111393095A (en) | Pervious concrete and preparation method thereof | |
CN109809769A (en) | A kind of thickening type high-strength water-permeable superfine sand concrete | |
CN108726975A (en) | A kind of preparation method of pervious concrete pavement pavement material | |
CN112341062B (en) | Permeable concrete for pavement and preparation process 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: 20210514 |