CN109592942A - A kind of three-in-one dry-mixed mortar - Google Patents
A kind of three-in-one dry-mixed mortar Download PDFInfo
- Publication number
- CN109592942A CN109592942A CN201711378089.5A CN201711378089A CN109592942A CN 109592942 A CN109592942 A CN 109592942A CN 201711378089 A CN201711378089 A CN 201711378089A CN 109592942 A CN109592942 A CN 109592942A
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- China
- Prior art keywords
- machine
- made sand
- mortar
- dry
- powder
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Links
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 62
- 239000004576 sand Substances 0.000 claims abstract description 46
- 239000000843 powder Substances 0.000 claims abstract description 22
- 239000000654 additive Substances 0.000 claims abstract description 12
- 230000000996 additive effect Effects 0.000 claims abstract description 11
- 239000004568 cement Substances 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000008569 process Effects 0.000 claims abstract description 5
- 235000019738 Limestone Nutrition 0.000 claims abstract description 4
- 239000006028 limestone Substances 0.000 claims abstract description 4
- RTZKZFJDLAIYFH-UHFFFAOYSA-N Diethyl ether Chemical compound CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims 1
- -1 hydroxypropyl methyl Chemical group 0.000 claims 1
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical class O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 239000004927 clay Substances 0.000 abstract description 3
- 239000001866 hydroxypropyl methyl cellulose Substances 0.000 description 4
- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 description 4
- 235000010979 hydroxypropyl methyl cellulose Nutrition 0.000 description 4
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical group OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000012216 screening Methods 0.000 description 4
- 230000033228 biological regulation Effects 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 230000007775 late Effects 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 238000010257 thawing Methods 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000003712 anti-aging effect Effects 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 235000013339 cereals Nutrition 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000013312 flour Nutrition 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000005303 weighing 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
- C04B28/02—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
- 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
- C04B20/0076—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 characterised by the grain distribution
-
- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/38—Polysaccharides or derivatives thereof
- C04B24/383—Cellulose or derivatives thereof
-
- 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
- C04B2111/00482—Coating or impregnation materials
-
- 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
- C04B2111/60—Flooring materials
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)
Abstract
A kind of three-in-one dry-mixed mortar, it is composed of the following components by mass percentage: Machine-made Sand 77.9-81.4%, cement 12.3%, powder 6.2-9.7%, surplus is additive, the Machine-made Sand includes the Machine-made Sand 61.9-65.4% of partial size 0mm-1.2mm, the Machine-made Sand 16% of partial size 1.2mm-2.4mm.The Machine-made Sand is made of high-purity limestone crushing, and sand fineness modulus controls between 2.4-2.5, and partial size 0.075mm powder containing quantity below is not more than 12%, and clay content controls within 3%.The powder is that the partial size 0.075mm or less generated in Machine-made Sand shattering process is not less than 80% powder, and fineness modulus is not more than 20%, needs water ratio no more than 102%.The present invention can replace masonry mortar, plastering mortar and ground mortar simultaneously, mitigate construction pressure, while reducing cost.
Description
Technical field
The invention belongs to building mortar fields, and in particular to a kind of to replace masonry mortar, plastering mortar and ground simultaneously
The three-in-one dry-mixed mortar of mortar.
Background technique
In the finishing of ordinary commercial housing, main mortar product is exactly masonry mortar, plastering mortar and ground mortar.?
In construction and decoration, while needing to build a wall using masonry mortar first, then using plastering mortar, masonry mortar, ground mortar
The plastering painting that metope is carried out with plastering mortar, finally in floor leveling, uses ground mortar.It is flat by a commercial house 100
Square rice calculates, and the total used in amounts of all mortars is wanted tens tons, when purchasing different mortars, for layman, had
Certain difficulty.It is also easy to because estimation is not allowed to cause the multiple waste of raw material, or scene occurs because mortar model confusion makes
Quality accident is caused with mistake.
The characteristics of three classes mortar, is different, and plastering mortar needs to have good water-retaining property, easily constructs, anti-sag does not crack, not empty
The features such as drum, shrinking percentage is small, freeze thawing resistance.Masonry mortar needs to have adhesion strength height, and structural strength is high, freeze thawing resistance.Floor sand
It is good with hardness high-wearing feature that slurry is needed, weather-proof anti-aging, does not crack, not hollowing, long service life.Mortar currently on the market
For reasons of cost, it is difficult to take into account these types of performance in the case where low cost.So three kinds of mortars are all separated currently on the market
It uses.
Summary of the invention
The present invention to solve the above problems, provide a kind of three-in-one dry-mixed mortar, can simultaneously instead of masonry mortar, smear
Lime and brick and ground mortar mitigate construction pressure, reduce cost.
A kind of three-in-one dry-mixed mortar, composed of the following components by mass percentage: Machine-made Sand 77.9%-81.4%,
Cement 12.3%, powder 6.2%-9.7%, surplus are additive, and the Machine-made Sand includes the Machine-made Sand of partial size 0mm-1.2mm
The Machine-made Sand 16% of 61.9%-65.4%, partial size 1.2mm-2.4mm.
Preferably, the Machine-made Sand is made of high-purity limestone crushing, sand fineness modulus control 2.4-2.5 it
Between, partial size 0.075mm powder containing quantity below is not more than 12%, and clay content is within 3%.
Preferably, the additive is hydroxypropyl methyl cellulose ether.
Preferably, the cement is P.042.5R ordinary portland cement.
Preferably, the powder is that the partial size 0.075mm or less generated in Machine-made Sand shattering process is not less than 80% powder
Material, fineness modulus are not more than 20%, need water ratio no more than 102%.
Compared with prior art, the invention has the following advantages:
Dry-mixed mortar performance that dry-mixed mortar of the invention matches while meeting masonry mortar, plastering mortar and ground
The all properties of mortar.It can be used simultaneously as above-mentioned three kinds of mortars.
(1) three-in-one dry-mixed mortar of the invention carries out live allotment without artificial screening, reduces finishing cost of labor;
(2) powder is during producing produced by large-scale dust catcher absorption, and fineness modulus is small, and water retention is excellent, anti-current
Extension performance is strong, largely reduces the waste of landing ash, more can guarantee because of cracking, hollowing phenomenon caused by water retention is low or sagging.
(3) Machine-made Sand has been used to substitute river sand on inventive formulation raw material, with the stone generated in Machine-made Sand manufacturing process
Powder substitutes flyash, reduces product cost in big degree;
(4) the stringent screening of the invention to Machine-made Sand partial size is Machine-made Sand gradation degree much higher than other products, simultaneously
Flyash is substituted using mountain flour completely.So be different from the configuration of other product number of mechanisms sand in the market, the present invention only with
A kind of additive " hydroxypropyl methyl cellulose ether " more ensures producing line while operability, workability do not decline
The stability of balance and mortar gradation and workability.And other dry-mixed mortars in the market improve construction using multiple additives
Property, workability substantially increase cost, and result in waste of resources phenomenon.The investment of additive excessive simultaneously is met in dry-mixed mortar
Sleep stirring after react during, every kind of additive can all influence the hydration reaction of cement, increase enterprise extra cost it
Outside, it more threatens to quality.
(5) Machine-made Sand of different-grain diameter particle is sieved by different sand storages using vibration screening machine in production technology, convenient in proportion
The gradation of free hold mortar, the gradation degree of reinforced mortar, high gradation make mortar strength big, in same cement additive amount
In the case of, this three-in-one mortar strength is much higher than river sand base mortar 30%.
Detailed description of the invention
(nothing)
Specific embodiment
A kind of three-in-one dry-mixed mortar, it is composed of the following components by mass percentage: Machine-made Sand 77.9-81.4%, water
Mud 12.3%, powder 6.2-9.7%, surplus are additive hydroxypropyl methyl cellulose ether, which includes partial size 0mm-
The Machine-made Sand 16% of the Machine-made Sand 61.9-65.4% of 1.2mm, partial size 1.2mm-2.4mm.Machine-made Sand is high-purity limestone crushing
It is made, sand fineness modulus controls between 2.4-2.5, and 0.075mm partial size powder containing quantity below is≤12%, clay content control
Within 3%.The gradation degree of different-grain diameter is high, and mortar particle is the non-diamond shape of polygon.Powder is to produce in Machine-made Sand shattering process
Raw partial size 0.075mm or less is more than or equal to 80% powder, and fineness modulus is not more than 20%, needs water ratio no more than 102%.Water
Mud is P.042.5R ordinary portland cement.
Three kinds of different cement mortar ratios are set forth below to be described in detail:
Keep the proportion of the Machine-made Sand of 1.2mm-2.4mm partial size, powder, cement and hydroxypropyl methyl cellulose ether constant,
Change the ratio of powder and 0-1.2mm partial size Machine-made Sand.The water conservation of this dry-mixed mortar is tested according to the regulation of JGJ/T70 respectively
Rate, setting time, 14d tensile bond strength, 28d shrinking percentage and frost resistance, according to appendix A " consistency in GB/T25181-2010
Loss late test method " pertinent regulations test 2 hours consistency loss lates of mortar of the present invention.Each performance is as follows:
Above table as it can be seen that 0mm-1.2mm particle size content in 61.9%-65.4% and powder ratio in 6.2%-9.7%
Between in the case where, the performance indicator of three-in-one dry-mixed mortar meets the requirement of three kinds of mortars.
The technological process of production is as follows:
(1) Machine-made Sand enters screening machine with elevator, broken Machine-made Sand is divided into three kinds of partial sizes after broken
Different sand storages are respectively enterd, three kinds of grain size specifications are respectively 0-1.2mm, 1.2-2.4mm, 2.4-4.8mm;(2) by 0-1.2mm's
Machine-made Sand, cement, powder and additive are respectively delivered to respective weigher and weigh according to regulation ratio;(3) after the completion of weighing,
Each material enters blender and quickly stirs, and first time mixing time is 1 point of half, then stands 3 minutes, again quickly
Stirring 10-30 seconds.
Since this formula uses the advanced Machine-made Sand matched, stringent to the proportion requirement of different-grain diameter Machine-made Sand, performance is better than
The dry-mixed mortar of common river sand production, cement consumption is few, at low cost, so the cost of three-in-one dry-mixed mortar will not be more dry than three kinds
Mortar is used alone high.
One embodiment of the present invention above described embodiment only expresses, the description thereof is more specific and detailed, but simultaneously
Limitations on the scope of the patent of the present invention therefore cannot be interpreted as.It should be pointed out that for those of ordinary skill in the art
For, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to guarantor of the invention
Protect range.
Claims (5)
1. a kind of three-in-one dry-mixed mortar, which is characterized in that composed of the following components by mass percentage: Machine-made Sand 77.9-
81.4%, cement 12.3%, powder 6.2%-9.7%, surplus are additive, and the Machine-made Sand includes partial size 0mm-1.2mm
The Machine-made Sand 16% of Machine-made Sand 61.9%-65.4%, partial size 1.2mm-2.4mm.
2. three-in-one dry-mixed mortar according to claim 1, which is characterized in that the Machine-made Sand is high-purity lime stone
Broken to be made, sand fineness modulus controls between 2.4-2.5, and partial size 0.075mm powder containing quantity below is not more than 12%, contains mud
Amount is within 3%.
3. three-in-one dry-mixed mortar according to claim 1, which is characterized in that the additive is hydroxypropyl methyl fiber
Plain ether.
4. three-in-one dry-mixed mortar according to claim 1, which is characterized in that the cement is P.042.5R common silicic acid
Salt cement.
5. three-in-one dry-mixed mortar according to claim 1, which is characterized in that the powder is in Machine-made Sand shattering process
The partial size 0.075mm or less of generation is not less than 80% powder, and fineness modulus is not more than 20%, needs water ratio no more than 102%.
Priority Applications (1)
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CN201711378089.5A CN109592942A (en) | 2017-12-19 | 2017-12-19 | A kind of three-in-one dry-mixed mortar |
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CN201711378089.5A CN109592942A (en) | 2017-12-19 | 2017-12-19 | A kind of three-in-one dry-mixed mortar |
Publications (1)
Publication Number | Publication Date |
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CN109592942A true CN109592942A (en) | 2019-04-09 |
Family
ID=65956302
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CN201711378089.5A Pending CN109592942A (en) | 2017-12-19 | 2017-12-19 | A kind of three-in-one dry-mixed mortar |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113182055A (en) * | 2021-05-19 | 2021-07-30 | 杭州墨泰科技股份有限公司 | Production method of dry-mixed mortar capable of dynamically adjusting machine-made sand gradation |
CN114057443A (en) * | 2020-08-07 | 2022-02-18 | 杭州墨泰科技股份有限公司 | Quick-setting weighbridge mortar based on machine-made sand |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58172283A (en) * | 1982-03-31 | 1983-10-11 | 松下電工株式会社 | Mortar product painting method |
FR2573419A1 (en) * | 1984-11-21 | 1986-05-23 | Chomel Simeon | Process for the manufacture and composition of a mortar based on clay, lime, sand, calcined stone and cement. |
CN102653464A (en) * | 2012-05-25 | 2012-09-05 | 四川盛众节能科技有限公司 | Dry-mixed mortar |
CN103922667A (en) * | 2014-03-25 | 2014-07-16 | 广西鱼峰集团有限公司 | Limestone machine-made sand dry-mixed mortar and preparation method thereof |
CN106904914A (en) * | 2017-04-05 | 2017-06-30 | 杭州墨泰科技股份有限公司 | A kind of machine spray drying mixed plastering mortar |
CN107098647A (en) * | 2017-05-12 | 2017-08-29 | 昆明理工大学 | A kind of high tenacity dry-mixed mortar and its preparation technology |
CN107298556A (en) * | 2017-05-19 | 2017-10-27 | 上海漕源新型建材有限公司 | A kind of flyash dry-mixed plastering mortar and preparation method thereof |
-
2017
- 2017-12-19 CN CN201711378089.5A patent/CN109592942A/en active Pending
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---|---|---|---|---|
JPS58172283A (en) * | 1982-03-31 | 1983-10-11 | 松下電工株式会社 | Mortar product painting method |
FR2573419A1 (en) * | 1984-11-21 | 1986-05-23 | Chomel Simeon | Process for the manufacture and composition of a mortar based on clay, lime, sand, calcined stone and cement. |
CN102653464A (en) * | 2012-05-25 | 2012-09-05 | 四川盛众节能科技有限公司 | Dry-mixed mortar |
CN103922667A (en) * | 2014-03-25 | 2014-07-16 | 广西鱼峰集团有限公司 | Limestone machine-made sand dry-mixed mortar and preparation method thereof |
CN106904914A (en) * | 2017-04-05 | 2017-06-30 | 杭州墨泰科技股份有限公司 | A kind of machine spray drying mixed plastering mortar |
CN107098647A (en) * | 2017-05-12 | 2017-08-29 | 昆明理工大学 | A kind of high tenacity dry-mixed mortar and its preparation technology |
CN107298556A (en) * | 2017-05-19 | 2017-10-27 | 上海漕源新型建材有限公司 | A kind of flyash dry-mixed plastering mortar and preparation method thereof |
Non-Patent Citations (1)
Title |
---|
金孝权主编: "《建筑工程质量员继续教育培训教程》", 30 November 2014 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114057443A (en) * | 2020-08-07 | 2022-02-18 | 杭州墨泰科技股份有限公司 | Quick-setting weighbridge mortar based on machine-made sand |
CN113182055A (en) * | 2021-05-19 | 2021-07-30 | 杭州墨泰科技股份有限公司 | Production method of dry-mixed mortar capable of dynamically adjusting machine-made sand gradation |
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Application publication date: 20190409 |
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