CN101134656A - Early-concreting anchoring mortar - Google Patents
Early-concreting anchoring mortar Download PDFInfo
- Publication number
- CN101134656A CN101134656A CNA2006100307104A CN200610030710A CN101134656A CN 101134656 A CN101134656 A CN 101134656A CN A2006100307104 A CNA2006100307104 A CN A2006100307104A CN 200610030710 A CN200610030710 A CN 200610030710A CN 101134656 A CN101134656 A CN 101134656A
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- China
- Prior art keywords
- early
- kilograms
- calcium
- latex powder
- water
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- 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.)
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Classifications
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- 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
-
- 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
- C04B2111/00017—Aspects relating to the protection of the environment
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- 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
- C04B2111/00663—Uses not provided for elsewhere in C04B2111/00 as filling material for cavities or the like
- C04B2111/00672—Pointing or jointing materials
Abstract
The early setting anchoring mortar consists of cement 20-35 weight portions, quartz sand 35-50 weight portions, latex powder adhesive 2-5 weight portions, waterproof latex powder adhesive 1-2 weight portions, methyl cellulose 0.1-0.8 weight portion, heavy calcium carbonate 8-10 weight portions, calcium sulphoaluminate 1.5-3 weight portions, calcium chloride 0-2 weight portions, calcium sulfate 0-3 weight portions, early strength air entraining agent 0-0.3 weight portion, lignin 0-0.5 weight portion, and calcium nitrite 0-1.5 weight portions except essential water. It is applied for adhering heat insulating material to wall firmly.
Description
Technical field
The present invention relates to a kind of material of construction, relate in particular to a kind of early-concreting anchoring mortar.
Background technology
Along with the progress of society, the raising day by day of people's living standard, the consumption of the energy also increases considerably.And a large amount of energy that use at present all still are the non-renewable disposable energy, and therefore, energy-conservation oneself becomes the common recognition and the responsibility of the whole society.Aspect energy expenditure, the air-conditioning that a large amount of industry and civil building are installed and used, all will consume a large amount of energy every year, in peak times of power consumption in summer, in order to guarantee resident's electricity consumption, even have to part enterprise is limited the production, this has influenced the normal development of national economy again.Therefore, existing each state all begins the structure of buildings is transformed, to increase its heat preservation energy-saving function.Wherein a kind of scheme is exactly to increase one deck lagging material on the body of wall of buildings.But, this lagging material generally is the organic polymer foam material, the traditional technology route is with polymer bonding mortar foaming insulation board and body of wall to be bondd, this technology only is fit to low-rise building and uses, after reaching a certain height, press national sector standard, must fix with the nylon expandable nail of some amount.This method can prevent that at short notice lagging material from coming off, but is unable to undergo the test of time.One of its reason is that the quality of lagging material is loose, to the ability of grabbing of expandable nail, more can produce the gap with the passing of time afterwards, loses the ability of grabbing fully; Former two is that As time goes on expandable nail itself can damage gradually and be ineffective therefore.Adopt expandable nail to also have a disadvantageous aspect to be, it forms projection one by one on the surface of lagging material, influences the construction and the construction quality thereof of next procedure.
Summary of the invention
Purpose of the present invention provides a kind of early-concreting anchoring mortar that lagging material and body of wall can be combined securely exactly in order to address the above problem.
The object of the present invention is achieved like this: a kind of early-concreting anchoring mortar except that reconciling into the necessary water of slurry, also comprises following component and weight part content:
Cement 20-35 part,
Quartz sand 35-50,
Latex powder tackiness agent 2-5 part,
Water-fast latex powder tackiness agent 1-2 part,
Methylcellulose gum 0.1-0.8 part,
Water-ground limestone 8-10 part,
Calcium sulphoaluminate 1.5-3 part,
Calcium chloride 0-2 part,
Calcium sulfate 0-3 part,
Early strong air entrapment agent 0-0.3 part,
Xylogen 0-0.5 part,
Calcium nitrite 0-1.5 part.
Described cement is selected from one or both in ordinary Portland cement and the white portland cement.
Described latex powder tackiness agent is the vinyl acetate-ethylene redispersable latex powder.
Described water-fast latex powder tackiness agent is ethene/vinyl laurate/vinylchlorid terpolymer rubber powder.
The content of described water-ground limestone 〉=96%, granularity are the 250-400 order.
Described morning, strong air entrapment agent was selected from one or both in rosined soap and the Sodium dodecylbenzene sulfonate.
Early-concreting anchoring mortar of the present invention is combined in the tapered hole of getting some amount on lagging material and the body of wall, with lagging material and body of wall applying the time, early-concreting anchoring mortar is poured in the tapered hole, can between body of wall and lagging material, form a firm incorporate skeleton construction, solved the firm connectivity problem of lagging material and metope, the body of wall of having realized buildings integrates insulation, safe, fastening, durable, environmental protection, economical and efficient, has economic benefit and social benefit.
Embodiment
Embodiment 1
Adding 35 kilograms of P325 white cements, 47.5 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 2.5 kilograms, add ethene/vinyl laurate/1 kilogram of vinylchlorid terpolymer rubber powder, 0.5 kilogram of methylcellulose gum, 8 kilograms of water-ground limestones, 2 kilograms of calcium sulphoaluminates and an amount of water again and stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 2
Adding 25 kilograms of P42.5 black cements, 40 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 3 kilograms, add ethene/vinyl laurate/1.5 kilograms of vinylchlorid terpolymer rubber powders, 0.3 kilogram of methylcellulose gum, 9 kilograms of water-ground limestones, 1.5 kilograms of calcium sulphoaluminates and an amount of water again and stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 3
Adding 30 kilograms of P32.5 white cements, 45 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 4.5 kilograms, add ethene/vinyl laurate/2 kilograms of vinylchlorid terpolymer rubber powders, 0.8 kilogram of methylcellulose gum, 10 kilograms of water-ground limestones, 3 kilograms of calcium sulphoaluminates and an amount of water again and stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 4
Adding 35 kilograms of P325 white cements, 47.5 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 2.5 kilograms, add ethene/vinyl laurate/1 kilogram of vinylchlorid terpolymer rubber powder, 0.5 kilogram of methylcellulose gum, 8 kilograms of water-ground limestones, 1.2 kilograms in 2 kilograms of calcium chloride of calcium sulphoaluminate, 1.5 kilograms in calcium sulfate, 0.2 kilogram of rosined soap, 0.25 kilogram in xylogen, 1 kilogram of calcium nitrite and an amount of water again and stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 5
Adding 25 kilograms of P42.5 black cements, 40 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 3 kilograms, 1.5 kilograms of 0.5 kilogram in 0.3 kilogram in mixture, xylogen, the calcium nitrites and an amount of water that add ethene/vinyl laurate/1.5 kilograms of vinylchlorid terpolymer rubber powders, 0.3 kilogram of methylcellulose gum, 9 kilograms of water-ground limestones, 3 kilograms in 1.5 kilograms of calcium sulfate of calcium sulphoaluminate, rosined soap and Sodium dodecylbenzene sulfonate again stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 6
Adding 30 kilograms of P32.5 white cements, 45 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 4.5 kilograms, add ethene/vinyl laurate/2 kilograms of vinylchlorid terpolymer rubber powders, 0.8 kilogram of methylcellulose gum, 10 kilograms of water-ground limestones, 3 kilograms of calcium sulphoaluminates, 0.1 kilogram of Sodium dodecylbenzene sulfonate again, 0.2 kilogram in xylogen, 0.5 kilogram of calcium nitrite and an amount of water stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 7
Adding 35 kilograms of P325 white cements, 47.5 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 2.5 kilograms, add ethene/vinyl laurate/1 kilogram of vinylchlorid terpolymer rubber powder, 0.5 kilogram of methylcellulose gum, 8 kilograms of water-ground limestones, 2 kilograms of calcium sulphoaluminates, 0.3 kilogram in xylogen again, 0.15 kilogram of calcium nitrite and an amount of water stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 8
Adding 25 kilograms of P42.5 black cements, 40 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 3 kilograms, add ethene/vinyl laurate/1.5 kilograms of vinylchlorid terpolymer rubber powders, 0.3 kilogram of methylcellulose gum, 9 kilograms of water-ground limestones, 1.5 kilograms of calcium sulphoaluminates, 1 kilogram of calcium nitrite and an amount of water again and stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 9
Adding 30 kilograms of P32.5 white cements, 45 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 4.5 kilograms, add ethene/vinyl laurate/2 kilograms of vinylchlorid terpolymer rubber powders, 0.8 kilogram of methylcellulose gum, 10 kilograms of water-ground limestones, 3 kilograms of calcium sulphoaluminates, 0.5 kilogram in calcium chloride and an amount of water again and stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 10
Adding 35 kilograms of P325 white cements, 47.5 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 2.5 kilograms, add ethene/vinyl laurate/1 kilogram of vinylchlorid terpolymer rubber powder, 0.5 kilogram of methylcellulose gum, 8 kilograms of water-ground limestones, 2 kilograms of calcium sulphoaluminates, 1 kilogram in calcium chloride, 2 kilograms in calcium sulfate and an amount of water again and stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 11
Adding 25 kilograms of P42.5 black cements, 40 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 3 kilograms, add ethene/vinyl laurate/1.5 kilograms of vinylchlorid terpolymer rubber powders, 0.3 kilogram of methylcellulose gum, 9 kilograms of water-ground limestones, 1.5 kilograms of calcium sulphoaluminates, 2 kilograms in calcium chloride, 0.5 kilogram in calcium sulfate, 0.2 kilogram of rosined soap and an amount of water again and stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Embodiment 12
Adding 30 kilograms of P32.5 white cements, 45 kilograms of quartz sands and vinyl acetate-ethylene redispersable latex powder in special-purpose mixing machine mixes for 4.5 kilograms, 0.4 kilogram in 0.3 kilogram in mixture, the xylogen and an amount of water that add ethene/vinyl laurate/2 kilograms of vinylchlorid terpolymer rubber powders, 0.8 kilogram of methylcellulose gum, 10 kilograms of water-ground limestones, 3 kilograms of calcium sulphoaluminates, 0.8 kilogram in calcium chloride, 1 kilogram in calcium sulfate, rosined soap and Sodium dodecylbenzene sulfonate again stir into slurry, promptly obtain a kind of early-concreting anchoring mortar of the present invention.
Claims (6)
1. early-concreting anchoring mortar except that reconciling into the necessary water of slurry, also comprises following component and weight part content:
Cement 20-35 part,
Quartz sand 35-50 part,
Latex powder tackiness agent 2-5 part,
Water-fast latex powder tackiness agent 1-2 part,
Methylcellulose gum 0.1-0.8 part,
Water-ground limestone 8-10 part,
Calcium sulphoaluminate 1.5-3 part,
Calcium chloride 0-2 part,
Calcium sulfate 0-3 part,
Early strong air entrapment agent 0-0.3 part,
Xylogen 0-0.5 part,
Calcium nitrite 0-1.5 part.
2. early-concreting anchoring mortar as claimed in claim 1 is characterized in that: described cement is selected from one or both in ordinary Portland cement and the white portland cement.
3. early-concreting anchoring mortar as claimed in claim 1 is characterized in that: described latex powder tackiness agent is the vinyl acetate-ethylene redispersable latex powder.
4. early-concreting anchoring mortar as claimed in claim 1 is characterized in that: described water-fast latex powder tackiness agent is ethene/vinyl laurate/vinylchlorid terpolymer rubber powder.
5. early-concreting anchoring mortar as claimed in claim 1 is characterized in that: the content of described water-ground limestone 〉=96%, granularity are the 250-400 order.
6. early-concreting anchoring mortar as claimed in claim 1 is characterized in that: described morning, strong air entrapment agent was selected from one or both in rosined soap and the Sodium dodecylbenzene sulfonate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006100307104A CN101134656B (en) | 2006-08-31 | 2006-08-31 | Early-concreting anchoring mortar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006100307104A CN101134656B (en) | 2006-08-31 | 2006-08-31 | Early-concreting anchoring mortar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101134656A true CN101134656A (en) | 2008-03-05 |
| CN101134656B CN101134656B (en) | 2012-07-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006100307104A Expired - Fee Related CN101134656B (en) | 2006-08-31 | 2006-08-31 | Early-concreting anchoring mortar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101134656B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103058614A (en) * | 2013-01-25 | 2013-04-24 | 山东高阳建材有限公司 | Special thin anti-crack plastering mortar for autoclaved aerated concrete |
| CN104788045A (en) * | 2014-01-18 | 2015-07-22 | 上海标仕新型建筑材料厂 | Grouting material |
| CN105272348A (en) * | 2015-09-29 | 2016-01-27 | 马鞍山杰创塑胶科技有限公司 | Sea sand aerated building block and making method thereof |
| CN108033752A (en) * | 2017-12-12 | 2018-05-15 | 甘肃智通科技工程检测咨询有限公司 | A kind of superpower compound Anchor Agent |
| CN109369103A (en) * | 2018-11-21 | 2019-02-22 | 君旺节能科技股份有限公司 | A kind of no holdfast EPS decoration element system |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1073416A (en) * | 1991-12-16 | 1993-06-23 | 甘肃省电力工业局电力试验研究所 | Silica flour latex cement mortar (concrete) |
| CN1332215A (en) * | 2001-08-10 | 2002-01-23 | 武汉大学 | Inorganic steel bar anchoring glue for concrete and its production process |
| CN1303033C (en) * | 2004-03-04 | 2007-03-07 | 同济大学 | Material of cement-base for covering surface of bridge |
-
2006
- 2006-08-31 CN CN2006100307104A patent/CN101134656B/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103058614A (en) * | 2013-01-25 | 2013-04-24 | 山东高阳建材有限公司 | Special thin anti-crack plastering mortar for autoclaved aerated concrete |
| CN103058614B (en) * | 2013-01-25 | 2014-10-08 | 山东高阳建材有限公司 | Special thin anti-crack plastering mortar for autoclaved aerated concrete |
| CN104788045A (en) * | 2014-01-18 | 2015-07-22 | 上海标仕新型建筑材料厂 | Grouting material |
| CN105272348A (en) * | 2015-09-29 | 2016-01-27 | 马鞍山杰创塑胶科技有限公司 | Sea sand aerated building block and making method thereof |
| CN108033752A (en) * | 2017-12-12 | 2018-05-15 | 甘肃智通科技工程检测咨询有限公司 | A kind of superpower compound Anchor Agent |
| CN108033752B (en) * | 2017-12-12 | 2020-07-28 | 甘肃智通科技工程检测咨询有限公司 | Superstrong composite anchoring agent |
| CN109369103A (en) * | 2018-11-21 | 2019-02-22 | 君旺节能科技股份有限公司 | A kind of no holdfast EPS decoration element system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101134656B (en) | 2012-07-18 |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI KELI MACROMOLECULE MATERIAL CO., LTD. Owner name: ZHEJIANG SHUNJIE CONSTRUCTION GROUP CO., LTD. Free format text: FORMER OWNER: XIE JIANKANG Effective date: 20101026 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 200051 TOWER 2E, NO.2, LANE 600, TIANSHAN ROAD, SHANGHAI TO: 200060 28F, NO.1158, JIANGNING ROAD, SHANGHAI |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20101026 Address after: 200060 28F, 1158 Jiangning Road, Shanghai, China Applicant after: Zhejiang Shunjie Construction Group Co., Ltd. Co-applicant after: Shanghai Keli Macromolecule Material Co., Ltd. Address before: 200051 block 2E, No. 600, Lane 2, Tian Shan Road, Shanghai Applicant before: Xie Jiankang |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120718 Termination date: 20170831 |