CN105819813A - Preparation method of cement mortar - Google Patents
Preparation method of cement mortar Download PDFInfo
- Publication number
- CN105819813A CN105819813A CN201610145350.6A CN201610145350A CN105819813A CN 105819813 A CN105819813 A CN 105819813A CN 201610145350 A CN201610145350 A CN 201610145350A CN 105819813 A CN105819813 A CN 105819813A
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- CN
- China
- Prior art keywords
- cement
- parts
- stirring
- mass parts
- water
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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
- C04B28/14—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 calcium sulfate cements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C5/00—Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
- B28C5/003—Methods for mixing
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Mechanical Engineering (AREA)
- Processing Of Solid Wastes (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
The invention discloses a preparation method of cement mortar. The preparation method comprises the following steps: weighing the following components in parts by weight: 70 to 80 parts of cement, 10 to 15 parts of gypsum, 10 to 15 parts of fly ash, and 50 to 55 parts of water, adding the components into a stirring machine, stirring; then weighing the following components in parts by weight: 10 to 12 parts of shale, 5 to 7 parts of diatomite, and 3 to 5 parts of calcium fluoride, adding the components into a pulverizing mill, carrying out pulverizing for 20 to 30 minutes, heating to a temperature of 200 to 300 DEG C to obtain high temperature powder; adding the high temperature powder into the stirring machine, mixing, adding 3 to 5 parts by weight of additive and 7 to 10 parts by weight of emulsified asphalt, then adding 35 to 45 parts by weight of water during the stirring process, heating the temperature to 40-50 DEG C again during the stirring process of stirring machine, and keeping on stirring for 0.2 to 0.5 hour to obtain the cement mortar. When cement, sand, gypsum, and water are stirred in the stirring machine, the temperature is controlled to be above 20 DEG C so that cement and sand can be rapidly dissolved into water, a cement antifoaming agent can eliminate bubbles generated during the process of cement stirring, and a cement enhancer is added into the cement mortar to improve the binding force and anti-cracking performance of cement mortar.
Description
Technical field
The present invention relates to the preparation method of a kind of cement mortar.
Background technology
By the mixture of cement, sand and water cement mortar.For places such as architectural engineerings, as built a house.Common cement mortar main component is exactly cement and sand, and the bonding force that cement sand combines also is the strongest, but be as being dried, the impact of undue wet environment, the adhesion strength of cement mortar can be affected.Accordingly, it is desirable to provide a kind of new technical scheme solves the problems referred to above.
Summary of the invention
For solving the problems referred to above, the present invention provides the preparation method of a kind of cement mortar, and the adhesion strength of this cement mortar is strong.
The technical solution used in the present invention:
The preparation method of cement mortar, comprises the following steps:
A, weigh cement 70-80 part, Gypsum Fibrosum 10-15 part, flyash 10-15 part, water 50-55 part by mass parts, put into blender stirring, whipping temp 20-30 DEG C, mixing time 10-20 minute;
B, weigh shale 10-12 mass parts, kieselguhr 5-7 mass parts, calcium fluoride 3-5 mass parts again, put in flour mill and carry out grinding 20-30 minute, be heated to 200-300 DEG C, be incubated 1-2 hour, obtain high temperature powder;
C, above-mentioned high temperature powder join mixing in blender, after stirring 10-15 minute, after being warmed up to 30-40 DEG C, add additive and the emulsified asphalt of 7-10 mass parts of 3-5 mass parts, continue stirring, whipping process adds the water of 35-45 mass parts, in blender whipping process, warming temperature 40-50 DEG C again, after continuing stirring 0.2-0.5 hour, can complete.
Described additive is cement defoamer and cement intensifier, described cement defoamer and the cement intensifier proportioning of 2:1 in mass ratio.
The invention have the advantage that when cement, sand, Gypsum Fibrosum, water put into stirring in blender, temperature controls more than 20 °, cement and sand are quickly added in water, cement defoamer is in order to eliminate the bubble produced in cement mixing, cement intensifier introduces in cement mortar the cohesive force that can improve cement mortar, and has the performances such as excellent impermeability, crack resistance, impact resistance, freeze-thaw resistance.
Detailed description of the invention
Following embodiment is merely to illustrate the present invention, but can not limit protection scope of the present invention.
Embodiment 1
The preparation method of cement mortar, comprises the following steps:
A, weigh cement 70 parts, 10 parts of Gypsum Fibrosum, 10 parts of flyash, 50 parts of water by mass parts, put into blender stirring, whipping temp 20 DEG C, mixing time 10 minutes;
B, weigh shale 10 mass parts, kieselguhr 5 mass parts, calcium fluoride 3 mass parts again, put into and flour mill carries out grinding 20 minutes, be heated to 200 DEG C, be incubated 1 hour, obtain high temperature powder;
C, above-mentioned high temperature powder join mixing in blender, after stirring 10 minutes, after being warmed up to 30 DEG C, add additive and the emulsified asphalt of 7 mass parts of 3 mass parts, continue stirring, whipping process adds the water of 35 mass parts, in blender whipping process, warming temperature 40 DEG C again, after continuing stirring 0.2 hour, can complete.
Additive is cement defoamer and cement intensifier, cement defoamer and the cement intensifier proportioning of 2:1 in mass ratio.
Embodiment 2
The preparation method of cement mortar, comprises the following steps:
A, weigh cement 75 parts, 12 parts of Gypsum Fibrosum, 12 parts of flyash, 52 parts of water by mass parts, put into blender stirring, whipping temp 25 DEG C, mixing time 12 minutes;
B, weigh shale 11 mass parts, kieselguhr 6 mass parts, calcium fluoride 4 mass parts again, put into and flour mill carries out grinding 25 minutes, be heated to 250 DEG C, be incubated 1.5 hours, obtain high temperature powder;
C, above-mentioned high temperature powder join mixing in blender, after stirring 12 minutes, after being warmed up to 35 DEG C, add additive and the emulsified asphalt of 8 mass parts of 4 mass parts, continue stirring, whipping process adds the water of 40 mass parts, in blender whipping process, warming temperature 45 DEG C again, after continuing stirring 0.3 hour, can complete.
Additive is cement defoamer and cement intensifier, cement defoamer and the cement intensifier proportioning of 2:1 in mass ratio.
Embodiment 3
The preparation method of cement mortar, comprises the following steps:
A, weigh cement 80 parts, 15 parts of Gypsum Fibrosum, 15 parts of flyash, 55 parts of water by mass parts, put into blender stirring, whipping temp 30 DEG C, mixing time 20 minutes;
B, weigh shale 12 mass parts, kieselguhr 7 mass parts, calcium fluoride 5 mass parts again, put into and flour mill carries out grinding 30 minutes, be heated to 300 DEG C, be incubated 2 hours, obtain high temperature powder;
C, above-mentioned high temperature powder join mixing in blender, after stirring 15 minutes, after being warmed up to 40 DEG C, add additive and the emulsified asphalt of 10 mass parts of 5 mass parts, continue stirring, whipping process adds the water of 45 mass parts, in blender whipping process, warming temperature 50 DEG C again, after continuing stirring 0.5 hour, can complete.
Additive is cement defoamer and cement intensifier, cement defoamer and the cement intensifier proportioning of 2:1 in mass ratio.
When cement, sand, Gypsum Fibrosum, water put into stirring in blender, temperature controls more than 20 °, cement and sand are quickly added in water, cement defoamer is in order to eliminate the bubble produced in cement mixing, cement intensifier introduces in cement mortar the cohesive force that can improve cement mortar, and has the performances such as excellent impermeability, crack resistance, impact resistance, freeze-thaw resistance.
Except main component cement and sand in this cement mortar, also added kieselguhr, shale and emulsified asphalt etc., these raw materials are drawn materials extensively, cheap, combine, and adhesion is strong, and adhesion strength is strong, and after mortar is stirred machine stirring, homogeneous viscous, crack resistance is high.
Claims (2)
1. the preparation method of cement mortar, it is characterised in that comprise the following steps:
A, weigh cement 70-80 part, Gypsum Fibrosum 10-15 part, flyash 10-15 part, water 50-55 part by mass parts, put into blender stirring, whipping temp 20-30 DEG C, mixing time 10-20 minute;
B, weigh shale 10-12 mass parts, kieselguhr 5-7 mass parts, calcium fluoride 3-5 mass parts again, put in flour mill and carry out grinding 20-30 minute, be heated to 200-300 DEG C, be incubated 1-2 hour, obtain high temperature powder;
C, above-mentioned high temperature powder join mixing in blender, after stirring 10-15 minute, after being warmed up to 30-40 DEG C, add additive and the emulsified asphalt of 7-10 mass parts of 3-5 mass parts, continue stirring, whipping process adds the water of 35-45 mass parts, in blender whipping process, warming temperature 40-50 DEG C again, after continuing stirring 0.2-0.5 hour, can complete.
The preparation method of cement mortar the most according to claim 1, it is characterised in that: described additive is cement defoamer and cement intensifier, described cement defoamer and the cement intensifier proportioning of 2:1 in mass ratio.
Priority Applications (1)
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CN201610145350.6A CN105819813A (en) | 2016-03-15 | 2016-03-15 | Preparation method of cement mortar |
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CN201610145350.6A CN105819813A (en) | 2016-03-15 | 2016-03-15 | Preparation method of cement mortar |
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CN201610145350.6A Pending CN105819813A (en) | 2016-03-15 | 2016-03-15 | Preparation method of cement mortar |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106587755A (en) * | 2016-10-28 | 2017-04-26 | 芜湖浩权建筑工程有限公司 | Noise-reducing and anti-cracking composite cement mortar and preparation method thereof |
CN108249857A (en) * | 2018-01-26 | 2018-07-06 | 海宁市大众建材有限公司 | A kind of production method of cement mortar |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1821155A (en) * | 2006-02-28 | 2006-08-23 | 武汉理工大学 | CA mortar material with high anti-freezing and shock sucking function |
CN101255042A (en) * | 2008-04-11 | 2008-09-03 | 清华大学 | Mortar and concrete modified by emulsified asphalt |
CN101580366A (en) * | 2008-04-11 | 2009-11-18 | 清华大学 | Mortar and concrete modified by emulsified asphalt |
WO2012149429A2 (en) * | 2011-04-28 | 2012-11-01 | Kao Wei H | Application of high toughness, low viscosity nano-molecular resin for reinforcing pothole patching materials in asphalt and concrete base pavement |
CN103964762A (en) * | 2014-04-04 | 2014-08-06 | 黄裕兵 | Cement mortar preparing method |
-
2016
- 2016-03-15 CN CN201610145350.6A patent/CN105819813A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1821155A (en) * | 2006-02-28 | 2006-08-23 | 武汉理工大学 | CA mortar material with high anti-freezing and shock sucking function |
CN101255042A (en) * | 2008-04-11 | 2008-09-03 | 清华大学 | Mortar and concrete modified by emulsified asphalt |
CN101580366A (en) * | 2008-04-11 | 2009-11-18 | 清华大学 | Mortar and concrete modified by emulsified asphalt |
WO2012149429A2 (en) * | 2011-04-28 | 2012-11-01 | Kao Wei H | Application of high toughness, low viscosity nano-molecular resin for reinforcing pothole patching materials in asphalt and concrete base pavement |
CN103964762A (en) * | 2014-04-04 | 2014-08-06 | 黄裕兵 | Cement mortar preparing method |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106587755A (en) * | 2016-10-28 | 2017-04-26 | 芜湖浩权建筑工程有限公司 | Noise-reducing and anti-cracking composite cement mortar and preparation method thereof |
CN108249857A (en) * | 2018-01-26 | 2018-07-06 | 海宁市大众建材有限公司 | A kind of production method of cement mortar |
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Application publication date: 20160803 |
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