CN105541160B - A kind of long-acting motar additive and application thereof - Google Patents
A kind of long-acting motar additive and application thereof Download PDFInfo
- Publication number
- CN105541160B CN105541160B CN201511025045.5A CN201511025045A CN105541160B CN 105541160 B CN105541160 B CN 105541160B CN 201511025045 A CN201511025045 A CN 201511025045A CN 105541160 B CN105541160 B CN 105541160B
- Authority
- CN
- China
- Prior art keywords
- motar
- additive
- mortar
- acting
- long
- 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.)
- Expired - Fee Related
Links
- 239000000654 additive Substances 0.000 title claims abstract description 43
- 230000000996 additive effect Effects 0.000 title claims abstract description 43
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 claims abstract description 16
- AEQDJSLRWYMAQI-UHFFFAOYSA-N 2,3,9,10-tetramethoxy-6,8,13,13a-tetrahydro-5H-isoquinolino[2,1-b]isoquinoline Chemical compound C1CN2CC(C(=C(OC)C=C3)OC)=C3CC2C2=C1C=C(OC)C(OC)=C2 AEQDJSLRWYMAQI-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000002202 Polyethylene glycol Substances 0.000 claims abstract description 8
- 229920005551 calcium lignosulfonate Polymers 0.000 claims abstract description 8
- 229920001223 polyethylene glycol Polymers 0.000 claims abstract description 8
- 239000011780 sodium chloride Substances 0.000 claims abstract description 8
- 239000000176 sodium gluconate Substances 0.000 claims abstract description 8
- 229940005574 sodium gluconate Drugs 0.000 claims abstract description 8
- 235000012207 sodium gluconate Nutrition 0.000 claims abstract description 8
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 7
- 229920005646 polycarboxylate Polymers 0.000 claims abstract description 7
- RYAGRZNBULDMBW-UHFFFAOYSA-L calcium;3-(2-hydroxy-3-methoxyphenyl)-2-[2-methoxy-4-(3-sulfonatopropyl)phenoxy]propane-1-sulfonate Chemical compound [Ca+2].COC1=CC=CC(CC(CS([O-])(=O)=O)OC=2C(=CC(CCCS([O-])(=O)=O)=CC=2)OC)=C1O RYAGRZNBULDMBW-UHFFFAOYSA-L 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 abstract description 50
- 238000010276 construction Methods 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 4
- 230000007547 defect Effects 0.000 abstract description 3
- 239000004566 building material Substances 0.000 abstract description 2
- 230000000052 comparative effect Effects 0.000 description 12
- 230000032798 delamination Effects 0.000 description 10
- 238000012360 testing method Methods 0.000 description 9
- 230000006835 compression Effects 0.000 description 8
- 238000007906 compression Methods 0.000 description 8
- 230000000740 bleeding effect Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000011440 grout Substances 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 4
- 238000010998 test method Methods 0.000 description 3
- 229920002472 Starch Polymers 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 230000000979 retarding effect Effects 0.000 description 2
- 235000019698 starch Nutrition 0.000 description 2
- 239000008107 starch Substances 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 150000007513 acids Chemical class 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development 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
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
The invention belongs to building material technical field, and in particular to a kind of long-acting motar additive and application thereof.The additive is made up of components such as sodium gluconate, polyethylene glycol oxide, polycarboxylate water-reducer, sodium chloride, calcium lignosulfonates, reasonable recipe, the service behaviour and mechanical property of mortar can be effectively improved, and it is with the obvious advantage, the common quality defect of traditional architecture mortar is solved, the quality requirement of novel wall material construction is disclosure satisfy that.
Description
Technical field
The invention belongs to building material technical field, and in particular to a kind of long-acting motar additive and application thereof.
Background technology
Building mortar is essential a kind of main material in architectural engineering, is divided into ordinary mortar and extraordinary mortar two is big
Class, wherein ordinary mortar include masonry mortar, motar, three kinds of ground mortar, and extraordinary mortar includes that waterproof mortar, ceramic tile glue
Knot mortar, interface processing mortar, gravity flowing levelling mortar, grout and mortar etc., and among these with ordinary mortar consumption at most, the ratio for accounting for
Example is maximum.
Using live mixing more than domestic construction mortar, this method has that construction intensity is big, recruitment is more, quality stability
The defects such as difference, environmental pollution.In recent years, in order to improve and stablizing mortar quality, civilized construction is realized, strengthens environmental protection, I
Each large- and-medium size cities of state have begun to set about carrying out premixing mortar.Premixing mortar realizes industrialized production, ensures from source
The stability of quality, with good operability, it is to municipal pollution few, effectively improve project progress many advantages, such as.
Although China's grout additive research and the existing certain progress of application, the state with grout additive mature
Family compares, and also there is a big difference, and existing grout additive much can not meet actual demand.Therefore, strengthen improving China
The research and development of commodity mortar additive is very urgent.
The content of the invention
In order to meet construction demand, the invention provides a kind of long-acting motar additive, operating handle to mortar,
Water-retaining property, glutinous poly- property and the cohesiveness with basic unit, compatible deformation performance etc. are significantly improved.
A kind of long-acting motar additive of the present invention, subtracts comprising sodium gluconate, polyethylene glycol oxide, polycarboxylic acids
Aqua, sodium chloride, calcium lignosulfonate, wherein each component mass percent are as follows：
Preferably, the additive each component mass percent is as follows：
Another aspect of the present invention additionally provides purposes of the described long-acting motar additive in motar.
Preferably, the prescription of the motar is cement, sand, water, long-acting motar additive of the invention.
Consumption of the long-acting motar additive in motar is 0.1-3%.
Preferably, consumption of the long-acting motar additive in motar is 0.4%.
It is further preferred that the prescription of the motar is cement:Sand:Water:Long-acting motar additive=1:3.85:
0.62:0.004。
Preparation method present invention also offers the long-acting motar additive is：Weighed by above-mentioned mass percent
Each component, adds in batch mixer, is sufficiently mixed uniform, you can obtain corresponding product.
Further compared with prior art, long-acting motar additive of the present invention has following prominent technology
Effect：
(1) to the influence of M10 motar workability.After adding long-acting motar additive of the invention, with control group
Compared with comparative example 1, sophistication and the operating handle of mortar are lifted, not bleeding, water-retaining property is improved, and mortar workability is changed
It is kind, show that additive of the present invention is preferable with water-retaining property effect to improving the workability of mortar.
(2) influence of M10 motars denseness and delamination degree.After adding long-acting motar additive of the invention, mortar
Go out machine denseness for 100m, be 80mm after 4h, loss late drops to 20%, and the workability holding capacity of mortar is significantly carried
Height, is more beneficial for meeting site operation requirement.
After adding long-acting motar additive of the invention, the delamination degree of mortar is 11mm, meets specification suggestiveness numerical value,
Can significantly improve the water-retaining property of mortar, meet the requirement of site operation.
(3) to the influence of M10 motar setting times.After adding long-acting motar additive of the invention, during condensation
Between be 6.5h, compared with control group (setting time 5.2h), comparative example 1 (setting time 5.0h), to the setting time of mortar
There is significant retarding action.
(4) to the influence of M10 motar volume growth rates.The volume growth rate of the motar of identical proportioning reaches
15.2%, 1m3Motar can save 13.5% raw material.
(5) to the influence of performance after M10 motar starch.After adding long-acting motar additive of the invention, 28d
Compression strength is 23.5MPa, and (28d compression strength is with control group (28d compression strength be 16.2MPa), comparative example 1
17.4MPa) compare, the compression strength to mortar is obviously improved；Meanwhile, mortar 28d rupture strengths and adhesive tensile resistance strength ratio
Control group, comparative example 1 are compared to being obviously improved, and physical and mechanical property advantage is notable.
So, use workability and manipulator that mortar can be obviously improved after long-acting motar additive of the invention
Sense, without isolation bleeding, with excellent Water-saving effect, service behaviour and mechanical property of motar etc. significantly improve,
The common quality defect of traditional architecture mortar is efficiently solved, the quality requirement of novel wall material construction is disclosure satisfy that.
Specific embodiment
The present invention is further described below by way of specific embodiment, but the present invention is not limited only to implement in detail below
Example.The change that within the scope of the invention or not departing from present disclosure, spirit and scope, is carried out to the present invention,
Combination is replaced, and be will be apparent to the person skilled in the art, and be included within the scope of the present invention.
Embodiment 1
Listed mass percent weighs each component of the present invention according to the form below 1：
| Component | Proportioning (mass percent (%)) |
| Sodium gluconate | 55.0 |
| Polyethylene glycol oxide | 20.0 |
| Polycarboxylate water-reducer | 21.0 |
| Sodium chloride | 2.0 |
| Calcium lignosulfonate | 2.0 |
Preparation technology：Each component is weighed according to above-mentioned mass percent, is added in batch mixer, be sufficiently mixed uniform, you can
Obtain corresponding product.
Embodiment 2
Listed mass percent weighs each component of the present invention according to the form below 2：
| Component | Proportioning (mass percent (%)) |
| Sodium gluconate | 54.0 |
| Polyethylene glycol oxide | 21.0 |
| Polycarboxylate water-reducer | 22.0 |
| Sodium chloride | 1.0 |
| Calcium lignosulfonate | 2.0 |
Preparation technology is with embodiment 1.
Embodiment 3
Listed mass percent weighs each component of the present invention according to the form below 3：
| Component | Proportioning (mass percent (%)) |
| Sodium gluconate | 56.0 |
| Polyethylene glycol oxide | 19.0 |
| Polycarboxylate water-reducer | 21.0 |
| Sodium chloride | 2.0 |
| Calcium lignosulfonate | 2.0 |
Preparation technology is with embodiment 1.
Application of the long-acting motar additive of the invention of embodiment 4 in motar
1) raw material：
Cement：Yadong P.042.5 cement, its Physical and mechanical properties index see the table below 4.
Sand：Middle sand, modulus of fineness 2.6, and sieved with the square hole screen of aperture 5mm, 2.36mm, 1.2mm.
Additive：Long-acting motar additive prepared by embodiment 1.
Water：Running water, complies with the national standard requirements.
2) test method：
Specifically proportioning is shown in Table 5 to motar component design.
Mainly including water-retaining property, denseness, compression strength etc., its requirement meets GB/T2518- for motar performance test
2010《Premixing mortar》And JGJ/T220-2010《Motar technical regulation》It is required that, specific method of testing is according to JGJ/T70-
2009《Building mortar key property method of testing standard》Perform.
Table 5.M10 motar design mixture proportions
| Numbering | Cement (kg) | Gypsum dust (kg) | Sand (kg) | Water (kg) | Long-acting motar additive (%) |
| Control group | 340 | 50 | 1310 | 300 | -- |
| Test example 1 | 340 | 1310 | 210 | 0.4 | |
| Comparative example 1 | 340 | 1310 | 320 | -- |
3) test result：
Table 6.M10 motars service behaviour detects result of the test
Table 7.M10 motars physics characteristic detects result of the test
As can be seen from the above table：
(1) to the influence of M10 motar workability
After control group goes out machine, the water-retaining property of mortar is poor, and bleeding is more, and workability is poor, and operating handle is poor.Comparative example
After 1 goes out machine, the poor water retention property of mortar, pliability is general, and elasticity is general, and glutinous poly- property is poor, and bleeding is more, does not isolate, mobility one
As, workability is poor.In test example 1, after adding long-acting motar additive of the invention, compared with control group and comparative example 1
Compared with sophistication and the operating handle of mortar are lifted, not bleeding, and water-retaining property is improved, and mortar workability is improved, and shows the present invention
Additive is preferable with water-retaining property effect to improving the workability of mortar.
(2) influence of M10 motars denseness and delamination degree
Denseness is to evaluate an important indicator of mortar mobility.The machine denseness that goes out of control group is 90mm, is 55mm after 4h,
Loss late reaches 38.9%, and the machine denseness that goes out of comparative example 1 is 90mm, is 50mm after 4h, and loss late reaches 44.4%, in test example
In 1, after adding long-acting motar additive of the invention, the machine denseness that goes out of mortar is 100mm, is 80mm after 4h, under loss late
20% is dropped to, the workability holding capacity of mortar is significantly improved, be more beneficial for meeting site operation requirement.
Water-retaining property refers to the ability that mortar keeps moisture, and water-retaining property is generally detected and evaluated with delamination degree, according to
To the requirement of motar delamination degree in JGJ/T220-2010, the delamination degree of motar is preferably 10-20mm, and delamination degree is too big
Easily isolate, delamination degree is too small, drying shrinkage is also easy to produce after mortar hardening and is cracked.The delamination degree of control group be 25mm, comparative example 1 point
Depth is 28mm, and in test example 1, after adding long-acting motar additive of the invention, the delamination degree of mortar is 11mm, is met
Specification suggestiveness numerical value, can significantly improve the water-retaining property of mortar, meet the requirement of site operation.
(3) to the influence of M10 motar setting times
In test example 1, after adding long-acting motar additive of the invention, setting time is 6.5h, (solidifying with control group
Knot time 5.2h), comparative example 1 (setting time 5.0h) compare, have significant retarding action to the setting time of mortar.
(4) to the influence of M10 motar volume growth rates
The volume growth rate of the motar of identical proportioning reaches 15.2%, 1m3Motar can save 13.5% original
Material.
(5) to the influence of performance after M10 motar starch
In test example 1, after adding long-acting motar additive of the invention, 28d compression strength is 23.5MPa, and right
Compared according to group (28d compression strength is 16.2MPa), comparative example 1 (28d compression strength is 17.4MPa), to the pressure resistance of mortar
Degree is obviously improved；Meanwhile, mortar 28d rupture strengths are compared and are obviously improved with adhesive tensile resistance strength ratios comparison group, comparative example 1, thing
Reason mechanical property advantage is notable.
Claims (2)
1. a kind of long-acting motar additive, it is characterised in that the additive comprising sodium gluconate, polyethylene glycol oxide,
Polycarboxylate water-reducer, sodium chloride, calcium lignosulfonate, wherein each component mass percent are as follows：
Sodium gluconate 54.0-56.0
Polyethylene glycol oxide 19.0-21.0
Polycarboxylate water-reducer 20.0-22.0
Sodium chloride 1.0-3.0
Calcium lignosulfonate 1.0-3.0；
Purposes of the long-acting motar additive in motar, the motar includes cement, sand, water, long-acting
Motar additive, consumption of the long-acting motar additive in motar is 0.1-3%, the motar
Prescription in cement:Sand:Water weight ratio=1:3.85:0.62.
2. long-acting motar additive as claimed in claim 1, it is characterised in that the additive each component quality percentage
Than as follows：
Sodium gluconate 55.0
Polyethylene glycol oxide 20.0
Polycarboxylate water-reducer 21.0
Sodium chloride 2.0
Calcium lignosulfonate 2.0.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511025045.5A CN105541160B (en) | 2015-12-30 | 2015-12-30 | A kind of long-acting motar additive and application thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511025045.5A CN105541160B (en) | 2015-12-30 | 2015-12-30 | A kind of long-acting motar additive and application thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105541160A CN105541160A (en) | 2016-05-04 |
| CN105541160B true CN105541160B (en) | 2017-06-06 |
Family
ID=55820786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511025045.5A Expired - Fee Related CN105541160B (en) | 2015-12-30 | 2015-12-30 | A kind of long-acting motar additive and application thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105541160B (en) |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101704645A (en) * | 2009-11-30 | 2010-05-12 | 俞锡贤 | Water-holding thickening agent of mortar |
| CN103466979A (en) * | 2013-08-28 | 2013-12-25 | 句容联众科技开发有限公司 | Carbon fiber reinforced cement and preparation method thereof |
| CN104030595B (en) * | 2014-04-30 | 2017-01-25 | 岳阳跃坤环保建材科技有限公司 | Compound concrete admixture with early strength and water reduction functions, and preparation method and application thereof |
| CN104072004A (en) * | 2014-07-11 | 2014-10-01 | 北京博润佳科技有限公司 | Antifreeze agent for mortar |
| CN104140230B (en) * | 2014-07-21 | 2016-01-20 | 温州创新砂浆科技股份有限公司 | A kind of gas concrete dry-mixed plastering mortar and preparation method thereof |
| CN104211341B (en) * | 2014-09-09 | 2016-06-15 | 广西横县恒丰建材有限责任公司 | Interior wall premixing motar and production method thereof |
| CN104261784B (en) * | 2014-10-27 | 2016-08-24 | 苏州市姑苏新型建材有限公司 | Warming plate special low alkalinity bonding is wiped one's face integrated mortar |
-
2015
- 2015-12-30 CN CN201511025045.5A patent/CN105541160B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN105541160A (en) | 2016-05-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113416013B (en) | High-performance concrete crack resistance agent and preparation method thereof | |
| CN105541223B (en) | A kind of PHC tubular pile concretes and preparation method thereof | |
| CN105801053A (en) | Self-compacting concrete with high content of fly ash C40 | |
| CN109369097A (en) | A kind of low cracking resistance mass concrete of high performance of creeping of lower shrinkage | |
| CN103693888B (en) | A kind of take wilkinite as water-retaining admixture and the preparation method of main raw material | |
| CN103332892A (en) | Industrial waste residue dry-mixed mortar | |
| CN107117856B (en) | Pure pulvis pervious concrete reinforcing agent and its application method with nano enhancement | |
| CN103803918A (en) | Porcelain powder waste mixed cement-based tiny-expansion crack repairing mortar and using method thereof | |
| CN104844256A (en) | Foaming regenerating concrete self-thermal-insulation material and preparation method thereof | |
| CN103420656A (en) | Self compact concrete | |
| CN110482883B (en) | Special mixed cement for on-site concrete preparation, and preparation method and application thereof | |
| CN102180632A (en) | Ground floor plastering gypsum | |
| CN111732395B (en) | Waste concrete-based regenerated dry powder masonry mortar and preparation method thereof | |
| CN108424030A (en) | A kind of collapse protection type Concrete strength agent and its preparation method and application | |
| CN104891900A (en) | C35 low-gel-material self-compacting reinforced concrete and preparation method thereof | |
| CN105060786A (en) | Feldspar waste material concrete and preparation method thereof | |
| CN107417214A (en) | A kind of Tungsten tailing blending concrete and preparation method thereof | |
| CN107021698B (en) | A kind of grinding coagulation soil and preparation method thereof | |
| CN107935518B (en) | Environment-friendly high-content steel slag self-leveling mortar and preparation method thereof | |
| CN102153311B (en) | Compound type thickening agent applicable to common wet-mixed mortar | |
| CN103693924A (en) | Bayer-process red mud doped dry-mixed plastering mortar and use method thereof | |
| CN106882943A (en) | A kind of strength cement-based grouting material suitable for chlorion hyposmosis | |
| CN107973544A (en) | The special steady modeling agent of Machine-made Sand plastering mortar | |
| CN107935508A (en) | A kind of artificial slabstone and preparation method thereof | |
| CN104773982A (en) | Novel high-performance concrete and preparation method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Yang Minjia Inventor before: Liu Shuqin |
|
| CB03 | Change of inventor or designer information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170515 Address after: 314300 Haiyan County, Zhejiang City, Jiaxing Province, No. 11 Applicant after: Yang Minjia Address before: 276017 No. 56 Industrial Street, Luozhuang District, Shandong, Linyi Applicant before: Liu Shuqin |
|
| TA01 | Transfer of patent application right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170606 Termination date: 20171230 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |