CN113277823A - High-performance cold-resistant anti-freezing concrete and preparation method thereof - Google Patents
High-performance cold-resistant anti-freezing concrete and preparation method thereof Download PDFInfo
- Publication number
- CN113277823A CN113277823A CN202110123020.8A CN202110123020A CN113277823A CN 113277823 A CN113277823 A CN 113277823A CN 202110123020 A CN202110123020 A CN 202110123020A CN 113277823 A CN113277823 A CN 113277823A
- Authority
- CN
- China
- Prior art keywords
- parts
- stones
- mixing
- concrete
- resistant
- 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
- C04B28/24—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
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/02—Treatment
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)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a high-performance cold-resistant and anti-freezing concrete which comprises the following components in parts by weight: 15-20 parts of stones; 15-20 parts of sand; 60-80 parts of cement; 8-12 parts of a mixing agent; 8-12 parts of an adhesive; 10-15 parts of a filling agent; 30-40 parts of water. The invention screens out the stones with large particle size and avoids the generation of gaps caused by the compression and the mixing of the stones with large particle size after the concrete is solidified. The invention washes and dries the stone and sand raw material, removes the impurities on the surfaces of the stone and sand, and increases the adhesive strength of the stone and sand and the mixed material. The mixture ratio of the adhesive and the filler of the admixture ensures the stability and the strength of the concrete after solidification and prevents low-temperature cracking.
Description
Technical Field
The invention relates to the field of concrete, in particular to high-performance cold-resistant and anti-freezing concrete and a preparation method thereof.
Background
The concrete is artificial stone which is prepared by taking cement as a main cementing material, adding water, sand, stones and chemical additives and mineral admixtures if necessary, mixing the materials according to a proper proportion, uniformly stirring, densely molding, curing and hardening. In northern areas with lower temperature, the temperature is low in winter, and the existing retarded soil is easy to shrink in winter to cause cracking, thereby affecting the safety performance of buildings and roadbeds.
Disclosure of Invention
The purpose of the invention is as follows: the invention aims to solve the technical problem of the prior art and provides high-performance cold-resistant and anti-freezing concrete and a preparation method thereof.
In order to solve the technical problems, the invention discloses high-performance cold-resistant and anti-freezing concrete which comprises the following components in parts by weight: 15-20 parts of stones; 15-20 parts of sand; 60-80 parts of cement; 8-12 parts of a mixing agent; 8-12 parts of an adhesive; 10-15 parts of a filling agent; 30-40 parts of water.
In the invention, 17-18 parts of stones; 17-18 parts of sand; 65-75 parts of cement; 9-10 parts of a mixing agent; 9-10 parts of adhesive; 11-13 parts of a filler; 33-36 parts of water.
According to the invention, the mixing agent is formed by mixing montmorillonite, water glass and a water reducing agent, wherein the weight part ratio of the montmorillonite, the water glass and the water reducing agent is 1:1.5: 1.5.
In the invention, the adhesive is prepared by mixing epoxy resin and asphalt, wherein the weight part ratio of the epoxy resin to the asphalt is 1: 1.2.
in the invention, the filler is perlite and silicon powder, and the weight part ratio of the perlite to the silicon powder is 1:1.
the invention also discloses a preparation method of the high-performance cold-resistant and anti-freezing concrete, which comprises the following steps:
step 1: screening stones;
step 2: cleaning and drying the stones screened in the step 1;
and step 3: cleaning and drying the sand;
and 4, step 4: mixing and stirring the stones obtained in the step 2 and the sand obtained in the step 3 with cement to obtain a primary mixture;
and 5: adding the mixing agent and the filler into the primary mixture, and mixing and stirring to obtain a secondary mixture;
step 6: adding the adhesive into the secondary mixture, mixing, stirring and forming to obtain the adhesive.
In the invention, the step 1 of screening the stones specifically comprises the step of screening the stones by using a screen to remove the stones with the particle size of more than 1 cm.
In the invention, in step 5, the mixing agent and the filler are mixed and stirred, and then the primary mixture is added.
Has the advantages that: 1. the invention screens out the stones with large particle size and avoids the generation of gaps caused by the compression and the mixing of the stones with large particle size after the concrete is solidified.
2. The invention washes and dries the stone and sand raw material, removes the impurities on the surfaces of the stone and sand, and increases the adhesive strength of the stone and sand and the mixed material.
3. The mixture ratio of the adhesive and the filler of the admixture ensures the stability and the strength of the concrete after solidification and prevents low-temperature cracking.
Detailed Description
Example 1:
the embodiment provides a high-performance cold-resistant antifreezing concrete, which comprises the following components in parts by weight: 15-20 parts of stones; 15-20 parts of sand; 60-80 parts of cement; 8-12 parts of a mixing agent; 8-12 parts of an adhesive; 10-15 parts of a filling agent; 30-40 parts of water.
Example 2:
the embodiment provides a high-performance cold-resistant antifreezing concrete, which comprises the following components in parts by weight: 17-18 parts of stones; 17-18 parts of sand; 65-75 parts of cement; 9-10 parts of a mixing agent; 9-10 parts of adhesive; 11-13 parts of a filler; 33-36 parts of water.
Specifically, the mixing agent is formed by mixing montmorillonite, water glass and a water reducing agent, wherein the weight part ratio of the montmorillonite to the water glass to the water reducing agent is 1:1.5: 1.5.
The adhesive is formed by mixing epoxy resin and asphalt, wherein the weight part ratio of the epoxy resin to the asphalt is 1: 1.2.
the filler is perlite and silicon powder, and the weight part ratio of the perlite to the silicon powder is 1:1.
the preparation method of the concrete of the embodiment comprises the following steps:
step 1: screening stones;
step 2: cleaning and drying the stones screened in the step 1;
and step 3: cleaning and drying the sand;
and 4, step 4: mixing and stirring the stones obtained in the step 2 and the sand obtained in the step 3 with cement to obtain a primary mixture;
and 5: adding the mixing agent and the filler into the primary mixture, and mixing and stirring to obtain a secondary mixture;
step 6: adding the adhesive into the secondary mixture, mixing, stirring and forming to obtain the adhesive.
Further, the step 1 of screening stones specifically includes screening stones with a screen to remove stones with a particle size larger than 1 cm.
Further, in step 5, the mixing agent and the filler are mixed and stirred first, and then the primary mixture is added.
The present invention provides a high performance cold-resistant and anti-freezing concrete and a method and a way for preparing the same, and a plurality of methods and ways for implementing the technical scheme are provided, the above description is only a preferred embodiment of the present invention, it should be noted that, for those skilled in the art, a plurality of improvements and decorations can be made without departing from the principle of the present invention, and the improvements and decorations should also be regarded as the protection scope of the present invention. All the components not specified in the present embodiment can be realized by the prior art.
Claims (8)
1. The high-performance cold-resistant antifreezing concrete is characterized by comprising the following components in parts by weight: 15-20 parts of stones; 15-20 parts of sand; 60-80 parts of cement; 8-12 parts of a mixing agent; 8-12 parts of an adhesive; 10-15 parts of a filling agent; 30-40 parts of water.
2. The high-performance cold-resistant antifreezing concrete as claimed in claim 1, wherein the amount of stone is 17-18 parts; 17-18 parts of sand; 65-75 parts of cement; 9-10 parts of a mixing agent; 9-10 parts of adhesive; 11-13 parts of a filler; 33-36 parts of water.
3. The high-performance cold-resistant and anti-freezing concrete as claimed in claim 1, wherein the admixture is formed by mixing montmorillonite, water glass and a water reducing agent in a weight part ratio of 1:1.5: 1.5.
4. The high-performance cold-resistant and antifreezing concrete as claimed in claim 1, wherein the adhesive is prepared by mixing epoxy resin and asphalt, and the weight ratio of the epoxy resin to the asphalt is 1: 1.2.
5. the high-performance cold-resistant and antifreezing concrete as claimed in claim 1, wherein the filler is perlite and silica powder, and the weight part ratio of the perlite to the silica powder is 1:1.
6. the preparation method of the high-performance cold-resistant antifreezing concrete is characterized by comprising the following steps of:
step 1: screening stones;
step 2: cleaning and drying the stones screened in the step 1;
and step 3: cleaning and drying the sand;
and 4, step 4: mixing and stirring the stones obtained in the step 2 and the sand obtained in the step 3 with cement to obtain a primary mixture;
and 5: adding the mixing agent and the filler into the primary mixture, and mixing and stirring to obtain a secondary mixture;
step 6: adding the adhesive into the secondary mixture, mixing, stirring and forming to obtain the adhesive.
7. The method for preparing the high-performance cold-resistant and anti-freezing concrete as claimed in claim 6, wherein the step 1 of screening the stones is to screen the stones with a screen to remove the stones with a particle size of more than 1 cm.
8. The method for preparing the high-performance cold-resistant and antifreezing concrete as claimed in claim 6, wherein in step 5, the admixture and the filler are mixed and stirred, and then the primary mixture is added.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110123020.8A CN113277823A (en) | 2021-01-29 | 2021-01-29 | High-performance cold-resistant anti-freezing concrete and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110123020.8A CN113277823A (en) | 2021-01-29 | 2021-01-29 | High-performance cold-resistant anti-freezing concrete and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113277823A true CN113277823A (en) | 2021-08-20 |
Family
ID=77275528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110123020.8A Pending CN113277823A (en) | 2021-01-29 | 2021-01-29 | High-performance cold-resistant anti-freezing concrete and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113277823A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113896471A (en) * | 2021-09-27 | 2022-01-07 | 江苏鸿宇天盛新材料科技有限公司 | Concrete with long service life and preparation method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101090815A (en) * | 2004-12-30 | 2007-12-19 | 美国石膏公司 | Lightweight, fiber-reinforced cementitious panels |
| CN105272042A (en) * | 2015-11-02 | 2016-01-27 | 中国三冶集团有限公司 | Anti-freezing and anti-cracking concrete |
| CN106673533A (en) * | 2017-02-22 | 2017-05-17 | 北京城建九混凝土有限公司 | Concrete and preparation method thereof |
| CN108101433A (en) * | 2017-12-19 | 2018-06-01 | 佛山科学技术学院 | A kind of high-strength native polywater cement mortar and preparation method thereof |
| CN112010593A (en) * | 2020-08-25 | 2020-12-01 | 湖州上建混凝土有限公司 | Radiation-proof concrete and preparation method thereof |
-
2021
- 2021-01-29 CN CN202110123020.8A patent/CN113277823A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101090815A (en) * | 2004-12-30 | 2007-12-19 | 美国石膏公司 | Lightweight, fiber-reinforced cementitious panels |
| CN105272042A (en) * | 2015-11-02 | 2016-01-27 | 中国三冶集团有限公司 | Anti-freezing and anti-cracking concrete |
| CN106673533A (en) * | 2017-02-22 | 2017-05-17 | 北京城建九混凝土有限公司 | Concrete and preparation method thereof |
| CN108101433A (en) * | 2017-12-19 | 2018-06-01 | 佛山科学技术学院 | A kind of high-strength native polywater cement mortar and preparation method thereof |
| CN112010593A (en) * | 2020-08-25 | 2020-12-01 | 湖州上建混凝土有限公司 | Radiation-proof concrete and preparation method thereof |
Non-Patent Citations (5)
| Title |
|---|
| 吴中伟等: "《高性能混凝土》", 30 September 1999, 北京：中国铁道出版社 * |
| 廉慧珍: "《求索与感悟 我的论文选评》", 30 June 2015, 北京：中国建材工业出版社 * |
| 建材工业产品编写组: "《建材工业产品》", 31 March 1983, 物质出版社 * |
| 彭芳乐: "《地下综合管廊规划建设导论》", 30 April 2018, 上海：同济大学出版社 * |
| 李继业: "《新型混凝土技术与施工工艺》", 31 December 2002, 北京：中国建材工业出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113896471A (en) * | 2021-09-27 | 2022-01-07 | 江苏鸿宇天盛新材料科技有限公司 | Concrete with long service life and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20220144700A1 (en) | High strength coral concrete and preparation method thereof | |
| CN104402339A (en) | Pervious concrete and construction method thereof | |
| CN107548949B (en) | Low-alkalinity cementing material for plant-growing concrete and preparation method thereof | |
| CN107382215B (en) | Preparation method of high-density concrete road | |
| CN111170695A (en) | Foamed light soil and preparation method thereof | |
| CN106800400B (en) | A kind of preparation method and applications of road repair mortar dry powder | |
| CN110981307A (en) | Regenerated pervious concrete and preparation method thereof | |
| CN113277823A (en) | High-performance cold-resistant anti-freezing concrete and preparation method thereof | |
| CN112174594A (en) | Recycled concrete and preparation method thereof | |
| CN108409263B (en) | Asphalt pavement cold-patch mixture and preparation method and application method thereof | |
| CN109020343A (en) | The modified water-permeable cement concrete of diatomite-flyash-silicon ash | |
| CN111233381B (en) | Preparation method and application of modified rubber particles, frost-resistant water-permeable concrete and application thereof, frost-resistant water-permeable brick and preparation method thereof | |
| CN112321241A (en) | Masterbatch for quickly repairing concrete road and concrete road repairing material | |
| CN106927752B (en) | Rubber super-early-strength concrete and preparation method thereof | |
| CN108546071A (en) | Concrete pavement repairing material capable of shortening setting time and preparation method thereof | |
| CN114368937A (en) | Anti-freezing concrete and preparation process thereof | |
| CN115196936A (en) | Gypsum-based indoor terrace self-leveling concrete prepared from phosphogypsum active powder and preparation method and application thereof | |
| CN114105555A (en) | Anti-crack mortar for coating building exterior wall and preparation process thereof | |
| CN108083735B (en) | Repair material for quickly repairing pavement and preparation method and application thereof | |
| CN113929417A (en) | Light plastering gypsum | |
| CN107572954B (en) | Red clay curing agent and use method thereof | |
| KR102701945B1 (en) | A construction materials, method for manufacturing a construction materials and a composition for construction structure | |
| CN116655321B (en) | Municipal road base mixture based on building solid waste and preparation method thereof | |
| CN109761560B (en) | Preparation method of expansive compact impervious concrete and concrete | |
| CN111393084B (en) | Delayed coagulation early strength concrete and 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210820 |
|
| RJ01 | Rejection of invention patent application after publication |