CN116023073A - Color permeable concrete and preparation method thereof - Google Patents
Color permeable concrete and preparation method thereof Download PDFInfo
- Publication number
- CN116023073A CN116023073A CN202211603984.3A CN202211603984A CN116023073A CN 116023073 A CN116023073 A CN 116023073A CN 202211603984 A CN202211603984 A CN 202211603984A CN 116023073 A CN116023073 A CN 116023073A
- Authority
- CN
- China
- Prior art keywords
- parts
- aggregate
- color
- water
- fine
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 31
- 238000002360 preparation method Methods 0.000 title abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 42
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 33
- 239000004115 Sodium Silicate Substances 0.000 claims abstract description 17
- 239000004568 cement Substances 0.000 claims abstract description 17
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims abstract description 17
- 229910052911 sodium silicate Inorganic materials 0.000 claims abstract description 17
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 claims abstract description 16
- 239000011380 pervious concrete Substances 0.000 claims abstract description 16
- 239000010881 fly ash Substances 0.000 claims abstract description 14
- 229910021487 silica fume Inorganic materials 0.000 claims abstract description 14
- 239000000049 pigment Substances 0.000 claims abstract description 13
- 239000002994 raw material Substances 0.000 claims abstract description 7
- 239000004575 stone Substances 0.000 claims description 21
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 15
- 239000004576 sand Substances 0.000 claims description 15
- 238000003756 stirring Methods 0.000 claims description 12
- 229920005646 polycarboxylate Polymers 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 239000002245 particle Substances 0.000 claims description 4
- 230000007774 longterm Effects 0.000 abstract description 4
- 239000004566 building material Substances 0.000 abstract description 2
- 230000000052 comparative effect Effects 0.000 description 13
- 239000000463 material Substances 0.000 description 5
- 230000035699 permeability Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000005562 fading Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000012752 auxiliary agent Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000003763 carbonization Methods 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000002845 discoloration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
The invention provides color permeable concrete and a preparation method thereof, and relates to the technical field of building materials. The color permeable concrete is composed of raw materials such as aggregate, cement, a water reducing agent, water, fly ash, silica fume, triethanolamine, pigment, sodium silicate, a viscosity reducer and the like. The color pervious concrete provided by the invention has good strength and good color durability, and does not fade after long-term use.
Description
Technical Field
The invention relates to the technical field of building materials, in particular to color permeable concrete and a preparation method thereof.
Background
Along with the acceleration of the urban construction process, the ecological environment is affected to a certain extent. The design and construction of all infrastructures in urbanization have the requirements on materials that the materials are compact and waterproof, so that natural ground surfaces are hardened by waterproof materials such as asphalt, bricks and cement, vegetation coverage rate is continuously reduced, water permeability and water storage capacity of soil are lost, and pressure of urban drainage pipelines is increased. In addition, the impermeable material is difficult to exchange heat with the atmosphere, and the surface temperature and humidity cannot be adjusted according to the environment, so that the urban heat island effect is aggravated. In order to overcome and improve such problems, scholars and specialists have studied pervious concrete, which is a lightweight porous material and has lower strength than general concrete, so that it is mainly used for construction facilities such as squares, gymnasiums, shoulders, revetments, etc. which have not very high strength requirements at present, and cannot be widely used for main road surfaces. Therefore, the problem of improving the strength of pervious concrete is urgent.
In addition, pervious concrete generally has the problem of single color, so that the pervious concrete is not attractive enough in use and can not play a role in marking through different colors. Even if a small amount of color concrete is used in the related technology, the color durability is not enough, and the color is easy to fade after long-term use, so that the practical application of the color concrete is affected.
Therefore, how to prepare a color pervious concrete with both strength and color durability is a technical problem to be solved at present.
Disclosure of Invention
In order to solve the problems, the invention provides the color pervious concrete and the preparation method thereof, and the problems of easy fading in long-term use are solved while the strength of the color pervious concrete is improved by adjusting the grading of aggregate and adding the auxiliary agent. The color permeable concrete provided by the invention comprises the following raw materials in parts by weight:
1200-1800 parts of aggregate, 360-500 parts of cement, 5-10 parts of water reducer, 95-150 parts of water, 100-120 parts of fly ash, 30-50 parts of silica fume, 20-30 parts of triethanolamine, 1-10 parts of pigment, 1-10 parts of sodium silicate and 1-5 parts of viscosity reducer.
Further, the weight ratio of coarse aggregate to fine aggregate in the aggregate is 6:4.
Further, the coarse aggregate is crushed stone, and the grain size is 5-20mm.
Further, the fine aggregate is fine stone and/or sand.
Further, the grain diameter of the fine stone is 2.5-5mm, and the fineness modulus of the sand is 1.8.
Further, the fine aggregate is composed of fine stone and sand in a weight ratio of 1:1.
Further, the water reducer is a polycarboxylate water reducer.
The invention also aims to provide a preparation method of the color permeable concrete, which specifically comprises the following steps:
(1) Putting the aggregate and the cement into a stirrer to be pre-stirred for 1-2min;
(2) Slowly adding water, fly ash, silica fume, triethanolamine, pigment, sodium silicate and viscosity reducer after stirring, and continuously stirring until uniformity is achieved.
Compared with the prior art, the invention has the beneficial technical effects that:
(1) According to the invention, the porosity of the concrete is adjusted by adopting aggregates with different gradations, so that the problems of strength reduction caused by the increase of the porosity, poor water permeability caused by the reduction of the porosity and the like are avoided, and the addition of the fine aggregates can increase the number of micro pores and further increase the water permeability coefficient;
(2) The invention enhances the bonding property between aggregates by increasing the cement dosage, improves the strength of concrete, prevents the gelled material in the concrete from falling off, and solves the problems of poor water permeability, high viscosity, poor workability and the like caused by excessive cement dosage by utilizing the grading adjustment of the aggregates and the biological use of the viscosity reducer;
(3) According to the invention, through adding the fly ash and the silica fume, the interfacial strength of the concrete is improved;
(4) According to the invention, the strength of the aggregate is improved by adding sodium silicate, so that the strength of the concrete is improved;
(5) The invention improves the carbonization resistance of concrete by using triethanolamine and sodium silicate, improves the strength of the concrete, and simultaneously ensures that the concrete does not fade in the long-term use process.
Detailed Description
The invention provides color pervious concrete and a preparation method thereof, wherein the color pervious concrete comprises the following raw materials in parts by weight:
1200-1800 parts of aggregate, 360-500 parts of cement, 5-10 parts of water reducer, 95-150 parts of water, 100-120 parts of fly ash, 30-50 parts of silica fume, 20-30 parts of triethanolamine, 1-10 parts of pigment, 1-10 parts of sodium silicate and 1-5 parts of viscosity reducer.
In one embodiment, the weight ratio of coarse aggregate to fine aggregate in the aggregate is 6:4.
In one embodiment, the coarse aggregate is crushed stone and has a particle size of 5-20mm.
In one embodiment, the fine aggregate is fine stone and/or sand.
In one embodiment, the fine stone has a particle size of 2.5-5mm and the sand has a fineness modulus of 1.8.
In one embodiment, the fine aggregate is comprised of fine stone and sand in a 1:1 ratio by weight.
In one embodiment, the water reducing agent is a polycarboxylate water reducing agent.
The invention also provides a preparation method of the color permeable concrete, which comprises the following steps:
(1) Putting the aggregate and the cement into a stirrer to be pre-stirred for 1-2min;
(2) Slowly adding water, fly ash, silica fume, triethanolamine, pigment, sodium silicate and viscosity reducer after stirring, and continuously stirring until uniformity is achieved.
The technical scheme provided by the invention is further described below by combining with the embodiment.
Example 1
The color permeable concrete is prepared from the following raw materials in parts by weight:
1600 parts of aggregate, 450 parts of cement, 5 parts of water reducer, 150 parts of water, 120 parts of fly ash, 35 parts of silica fume, 20 parts of triethanolamine, 8 parts of pigment, 3 parts of sodium silicate and 2 parts of viscosity reducer.
The weight ratio of the coarse aggregate to the fine aggregate in the aggregate is 6:4; the coarse aggregate is crushed stone, and the grain size is 5-20mm; the fine aggregate is composed of fine stone and sand according to the weight ratio of 1:1; the grain diameter of the fine stone is 2.5-5mm, and the fineness modulus of the sand is 1.8; the water reducer is a polycarboxylate water reducer.
The preparation method of the color permeable concrete comprises the following steps: (1) putting aggregate and cement into a stirrer to be pre-stirred for 2min; (2) Slowly adding water, fly ash, silica fume, triethanolamine, pigment, sodium silicate and viscosity reducer after stirring, and continuously stirring until uniformity is achieved.
Example 2
The color permeable concrete is prepared from the following raw materials in parts by weight:
120 parts of aggregate, 360 parts of cement, 5 parts of water reducer, 95 parts of water, 100 parts of fly ash, 30 parts of silica fume, 20 parts of triethanolamine, 1 part of pigment, 1 part of sodium silicate and 1 part of viscosity reducer.
The weight ratio of the coarse aggregate to the fine aggregate in the aggregate is 6:4; the coarse aggregate is crushed stone, and the grain size is 5-20mm; the fine aggregate is composed of fine stone and sand according to the weight ratio of 1:1; the grain diameter of the fine stone is 2.5-5mm, and the fineness modulus of the sand is 1.8; the water reducer is a polycarboxylate water reducer.
The preparation method of the color permeable concrete comprises the following steps: (1) putting aggregate and cement into a stirrer to be pre-stirred for 2min; (2) Slowly adding water, fly ash, silica fume, triethanolamine, pigment, sodium silicate and viscosity reducer after stirring, and continuously stirring until uniformity is achieved.
Example 3
The color permeable concrete is prepared from the following raw materials in parts by weight:
1800 parts of aggregate, 500 parts of cement, 10 parts of water reducer, 150 parts of water, 120 parts of fly ash, 50 parts of silica fume, 30 parts of triethanolamine, 10 parts of pigment, 10 parts of sodium silicate and 5 parts of viscosity reducer.
The weight ratio of the coarse aggregate to the fine aggregate in the aggregate is 6:4; the coarse aggregate is crushed stone, and the grain size is 5-20mm; the fine aggregate is composed of fine stone and sand according to the weight ratio of 1:1; the grain diameter of the fine stone is 2.5-5mm, and the fineness modulus of the sand is 1.8; the water reducer is a polycarboxylate water reducer.
The preparation method of the color permeable concrete comprises the following steps: (1) putting aggregate and cement into a stirrer to be pre-stirred for 2min; (2) Slowly adding water, fly ash, silica fume, triethanolamine, pigment, sodium silicate and viscosity reducer after stirring, and continuously stirring until uniformity is achieved.
Comparative example 1
The difference from example 1 is that: no fine aggregate was added.
Comparative example 2
The difference from example 1 is that: the weight ratio of the coarse aggregate to the fine aggregate is 1:1.
Comparative example 3
The difference from example 1 is that: the addition amount of cement was 200 parts.
Comparative example 4
The difference from example 1 is that: no triethanolamine and sodium silicate were added.
Comparative example 5
The difference from example 1 is that: no triethanolamine was added.
Comparative example 6
The difference from example 1 is that: sodium silicate was not added.
Test example 1
The concrete prepared in examples 1-3 and comparative examples 1-6 were prepared into test pieces of 150mm×150mm, after the test pieces were molded, the test pieces were left to stand for curing with water for 28d, and after curing, the test pieces were tested for compressive strength and water permeability coefficient according to national standard GB/T25993-2010, with the following results:
test example 2
The concrete prepared in examples 1-3 and comparative examples 1-6 were prepared into test pieces of 150 mm. Times.150 mm. Times.15 mm, and after the test pieces were molded, the test pieces were left to stand with water for curing for 28d, and after curing was completed, placed in the same outdoor environment, and after 60d, the test pieces were observed for color.
It was found that the test pieces prepared from the concrete of examples 1 to 3 and comparative examples 1 to 3 did not show discoloration. Test pieces prepared from the concrete of comparative examples 4 to 6 show different degrees of fading phenomena, and the degree of fading is as follows: comparative example 4 > comparative example 5 > comparative example 6.
The principles and embodiments of the present invention have been described herein with reference to specific examples, the description of which is intended only to assist in understanding the methods of the present invention and the core ideas thereof; also, it is within the scope of the present invention to be modified by those of ordinary skill in the art in light of the present teachings. In view of the foregoing, this description should not be construed as limiting the invention.
Claims (8)
1. The color pervious concrete is characterized by comprising the following raw materials in parts by weight:
1200-1800 parts of aggregate, 360-500 parts of cement, 5-10 parts of water reducer, 95-150 parts of water, 100-120 parts of fly ash, 30-50 parts of silica fume, 20-30 parts of triethanolamine, 1-10 parts of pigment, 1-10 parts of sodium silicate and 1-5 parts of viscosity reducer.
2. The color pervious concrete according to claim 1, wherein the weight ratio of coarse aggregate to fine aggregate in the aggregate is 6:4.
3. The color pervious concrete according to claim 1, wherein the coarse aggregate is crushed stone with a particle size of 5-20mm.
4. A coloured water permeable concrete according to claim 1, wherein the fine aggregate is fine stone and/or sand.
5. The color pervious concrete according to claim 4, wherein the fine aggregate is composed of fine stone and sand in a weight ratio of 1:1.
6. The color pervious concrete according to claim 4, wherein the fine stone has a particle diameter of 2.5 to 5mm and the sand has a fineness modulus of 1.8.
7. The colored water permeable concrete of claim 1, wherein the water reducing agent is a polycarboxylate water reducing agent.
8. A method for preparing color pervious concrete according to any one of claims 1 to 7, comprising the steps of:
(1) Putting the aggregate and the cement into a stirrer to be pre-stirred for 1-2min;
(2) Slowly adding water, fly ash, silica fume, triethanolamine, pigment, sodium silicate and viscosity reducer after stirring, and continuously stirring until uniformity is achieved.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211603984.3A CN116023073A (en) | 2022-12-13 | 2022-12-13 | Color permeable concrete and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211603984.3A CN116023073A (en) | 2022-12-13 | 2022-12-13 | Color permeable concrete and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116023073A true CN116023073A (en) | 2023-04-28 |
Family
ID=86075141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211603984.3A Pending CN116023073A (en) | 2022-12-13 | 2022-12-13 | Color permeable concrete and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116023073A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103011735A (en) * | 2012-12-31 | 2013-04-03 | 常州大学 | Colorful regeneration permeable concrete for road and preparation method thereof |
| CN104844082A (en) * | 2015-04-14 | 2015-08-19 | 北京中铁隧建筑有限公司 | Industrial waste residue-doped water-permeable concrete, and production method thereof |
| CN105837135A (en) * | 2016-03-01 | 2016-08-10 | 程雷 | Pervious concrete for road and manufacturing method thereof |
| CN107673699A (en) * | 2017-10-31 | 2018-02-09 | 安徽理工大学 | A kind of high-strength high permeability rate concrete and preparation method thereof |
| CN109665761A (en) * | 2019-01-07 | 2019-04-23 | 河北联众谊诚混凝土有限公司 | A kind of pervious concrete and preparation method thereof |
| CN110950612A (en) * | 2019-12-25 | 2020-04-03 | 成都新豪鼎盛建材有限公司 | Colored pervious concrete and preparation process thereof |
| CN112408923A (en) * | 2020-11-21 | 2021-02-26 | 湖北云海混凝土有限公司 | Permeable compression-resistant concrete and preparation method thereof |
| CN112679160A (en) * | 2020-12-25 | 2021-04-20 | 佛山市砼卓新型材料有限公司 | Production process of acid-colored decorative plate with glazed and smeared cement plate surface and coating lines |
| CN113185238A (en) * | 2021-06-10 | 2021-07-30 | 厦门美益集团有限公司 | High-strength pervious concrete and preparation method thereof |
-
2022
- 2022-12-13 CN CN202211603984.3A patent/CN116023073A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103011735A (en) * | 2012-12-31 | 2013-04-03 | 常州大学 | Colorful regeneration permeable concrete for road and preparation method thereof |
| CN104844082A (en) * | 2015-04-14 | 2015-08-19 | 北京中铁隧建筑有限公司 | Industrial waste residue-doped water-permeable concrete, and production method thereof |
| CN105837135A (en) * | 2016-03-01 | 2016-08-10 | 程雷 | Pervious concrete for road and manufacturing method thereof |
| CN107673699A (en) * | 2017-10-31 | 2018-02-09 | 安徽理工大学 | A kind of high-strength high permeability rate concrete and preparation method thereof |
| CN109665761A (en) * | 2019-01-07 | 2019-04-23 | 河北联众谊诚混凝土有限公司 | A kind of pervious concrete and preparation method thereof |
| CN110950612A (en) * | 2019-12-25 | 2020-04-03 | 成都新豪鼎盛建材有限公司 | Colored pervious concrete and preparation process thereof |
| CN112408923A (en) * | 2020-11-21 | 2021-02-26 | 湖北云海混凝土有限公司 | Permeable compression-resistant concrete and preparation method thereof |
| CN112679160A (en) * | 2020-12-25 | 2021-04-20 | 佛山市砼卓新型材料有限公司 | Production process of acid-colored decorative plate with glazed and smeared cement plate surface and coating lines |
| CN113185238A (en) * | 2021-06-10 | 2021-07-30 | 厦门美益集团有限公司 | High-strength pervious concrete and preparation method thereof |
Non-Patent Citations (2)
| Title |
|---|
| 朱效荣等: "《数字量化混凝土实用技术操作指南》", 31 July 2019, 北京：中国建材工业出版社, pages: 95 * |
| 王长荣等: "《水泥与混凝土科学技术5000问 混凝土原料配合比性能及种类》", 31 August 2012, 武汉：武汉理工大学出版社, pages: 457 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106348691B (en) | High service life pervious concrete and preparation method thereof | |
| CN101456711B (en) | Preparation method of steel slag plant-growing concrete | |
| KR100883330B1 (en) | Cement mortar composite with water holding characterics using absorbent polymer and manufacturing method of block using the same | |
| CN108751874B (en) | High-performance colored pervious asphalt concrete and preparation method thereof | |
| CN111099860A (en) | High-performance anti-freezing concrete and preparation method thereof | |
| CN107673699B (en) | High-strength high-permeability concrete and preparation method thereof | |
| CN107140902A (en) | A kind of permeable foam concrete and preparation method thereof | |
| CN109503069A (en) | A kind of preparation method based on UHPC cement base colorful water-permeable brick | |
| CN112047679B (en) | Recycled concrete and preparation method thereof | |
| CN107500596B (en) | Pervious concrete with temperature-sensing color-changing function | |
| CN110981315B (en) | High-performance aggregate adhesive and application thereof | |
| CN107098632A (en) | High-performance environment-friendly ecotype pervious concrete | |
| CN110282928A (en) | Pervious concrete and its processing method | |
| CN111217571A (en) | Method for treating ceramsite for concrete and pervious concrete with ceramsite as coarse aggregate | |
| CN108503314A (en) | A kind of unburned pavior brick of addition hydrophobically modified glass fibre | |
| CN108455944B (en) | A kind of colorful water-permeable concrete for exempting from maintenance | |
| CN111393110A (en) | Full-machine-made sand masonry mortar with limestone as aggregate and preparation method thereof | |
| CN113831077B (en) | Adhesive for water-permeable paving material and application thereof | |
| CN112047678B (en) | Colored artificial stone permeable sand-based pavement material and preparation method thereof | |
| CN113548860A (en) | Low-carbon energy-saving noise-reducing light water permeable brick made of bamboo aggregate concrete | |
| CN116023073A (en) | Color permeable concrete and preparation method thereof | |
| CN107324730B (en) | Lightweight high-strength high-water-permeability concrete and preparation method thereof | |
| CN113831770B (en) | Thermochromic large-gap cement concrete curing spray and application thereof | |
| CN110128070A (en) | Graded broken stone pours into formula semi-flexible composite pavement mixture and pavement construction method | |
| CN113354348B (en) | Large-pore pebble ecological concrete and field preparation 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 |