CN102584149A - Quick-setting cement mortar and preparation method for quick-setting cement mortar - Google Patents
Quick-setting cement mortar and preparation method for quick-setting cement mortar Download PDFInfo
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- CN102584149A CN102584149A CN2012100088719A CN201210008871A CN102584149A CN 102584149 A CN102584149 A CN 102584149A CN 2012100088719 A CN2012100088719 A CN 2012100088719A CN 201210008871 A CN201210008871 A CN 201210008871A CN 102584149 A CN102584149 A CN 102584149A
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- parts
- fiber
- water
- cement mortar
- sodium sulfate
- Prior art date
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- 239000011083 cement mortar Substances 0.000 title claims abstract description 27
- 238000002360 preparation method Methods 0.000 title claims description 8
- 239000000835 fiber Substances 0.000 claims abstract description 60
- 239000004568 cement Substances 0.000 claims abstract description 39
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 38
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 23
- PMZURENOXWZQFD-UHFFFAOYSA-L Sodium Sulfate Chemical compound [Na+].[Na+].[O-]S([O-])(=O)=O PMZURENOXWZQFD-UHFFFAOYSA-L 0.000 claims abstract description 15
- 229910052938 sodium sulfate Inorganic materials 0.000 claims abstract description 15
- 235000011152 sodium sulphate Nutrition 0.000 claims abstract description 15
- 239000000203 mixture Substances 0.000 claims abstract description 14
- 239000004576 sand Substances 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 7
- 239000007788 liquid Substances 0.000 claims abstract description 3
- 239000000839 emulsion Substances 0.000 claims description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- GEHJYWRUCIMESM-UHFFFAOYSA-L sodium sulfite Chemical compound [Na+].[Na+].[O-]S([O-])=O GEHJYWRUCIMESM-UHFFFAOYSA-L 0.000 claims description 12
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical group OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 claims description 7
- 229960004418 trolamine Drugs 0.000 claims description 7
- NIXOWILDQLNWCW-UHFFFAOYSA-N Acrylic acid Chemical compound OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 claims description 6
- 239000002994 raw material Substances 0.000 claims description 6
- 235000010265 sodium sulphite Nutrition 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 238000002156 mixing Methods 0.000 claims description 4
- 238000005303 weighing Methods 0.000 claims description 4
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 229920002978 Vinylon Polymers 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- 238000003756 stirring Methods 0.000 claims description 2
- 238000001035 drying Methods 0.000 abstract description 4
- MTAZNLWOLGHBHU-UHFFFAOYSA-N butadiene-styrene rubber Chemical compound C=CC=C.C=CC1=CC=CC=C1 MTAZNLWOLGHBHU-UHFFFAOYSA-N 0.000 abstract description 2
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 abstract 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 abstract 1
- 229910052782 aluminium Inorganic materials 0.000 abstract 1
- 239000004411 aluminium Substances 0.000 abstract 1
- 229920000126 latex Polymers 0.000 abstract 1
- 229910021653 sulphate ion Inorganic materials 0.000 abstract 1
- 229920003048 styrene butadiene rubber Polymers 0.000 description 16
- 239000002174 Styrene-butadiene Substances 0.000 description 15
- 239000002002 slurry Substances 0.000 description 10
- 230000000694 effects Effects 0.000 description 5
- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 239000004566 building material Substances 0.000 description 3
- 229920000642 polymer Polymers 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 229920000058 polyacrylate Polymers 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 150000002148 esters Chemical class 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 229920002239 polyacrylonitrile Polymers 0.000 description 1
- 239000011433 polymer cement mortar Substances 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229910000029 sodium carbonate Inorganic materials 0.000 description 1
- 235000017550 sodium carbonate Nutrition 0.000 description 1
- 239000011115 styrene butadiene Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to quick-setting cement mortar. The quick-setting cement mortar is a liquid mixture prepared from sulphate aluminium cement, butadiene styrene rubber latex, a water reducing agent, fibers, sodium sulfate, river sand and water in a certain weight ratio by a certain method. Compared with similar cement mortar, the drying time of the obtained quick-setting cement mortar is faster, the compression strength and the rupture strength are higher, the adaptability is higher and the cost is lower.
Description
Technical field
The present invention relates to building material field, is specifically related to a kind of construction work with rapid hardening cement mortar and preparation method thereof.
Background technology
In building material field; Quick-drying time requirement to sand-cement slurry is fewer and feweri, simultaneously, must guarantee that the cement after the rapid drying has better characteristics such as anti-intensity; Therefore, the hot issue that to seek a kind of like this rapid hardening cement mortar be building material field always.Disclosing a kind of at US5753036 is the polyacrylate modified cement of stablizer with the Z 150PH, is that 5000～45000 Z 150PH, polyacrylic ester, cement and filler constitute by molecular-weight average.CN1730908 discloses a kind of method for reinforcing and protecting to inner surface of tunnel; Improve the surface strength of inner surface of tunnel through in cement waterproofing mortar, adding ROHM emulsion and polypropylene fibre, solved crack, infiltration and the high temperature explosion problem of inner surface of tunnel.CN1483692 discloses a kind of cement concrete mixture that adds polyacrylonitrile fibre.CN1415572 discloses a kind of polymer modification mortar patching material, is made up of Portland cement or short-term strength cement, styrene-butadiene rubber(SBR), yellow soda ash, trolamine.Polymkeric substance to the sand-cement slurry modification is mainly polyacrylate emulsion, EVA emulsion or styrene-butadiene emulsion at present.Polymer emulsion can effectively improve the impervious and anti-shrinkage cracking performance of sand-cement slurry; But in the process of preparation polymer cement mortar; Because of polymkeric substance and the cement consistency is relatively poor and reason such as polymkeric substance breakdown of emulsion; Cause prolong and the intensity reduction time of coagulation of sand-cement slurry, thereby influenced the net effect of sand-cement slurry.CN102167559 discloses and has a kind ofly combined to the sand-cement slurry modification with SBR emulsion and polyaminoester emulsion.But in the process of reality, polymkeric substance and cement consistency are still undesirable, cause prolong and the intensity reduction time of coagulation of sand-cement slurry, thereby have influenced the net effect of sand-cement slurry.
On the basis of these prior aries; The present invention is to polymer-modified, water reducer, fibrous packing component further experiment; Find when adopting SBR emulsion properties-correcting agent; A kind of water reducer of new proportioning and adopt a certain proportion of conjugated fibre, its experiment effect has obvious improvement than above-mentioned effect of the prior art, and has reduced cost.
Summary of the invention
The objective of the invention is to deficiency, solve and use the problems such as rate of set that exist in the polymer modification rapid hardening cement mortar at present, a kind of rapid hardening cement mortar and preparation method thereof is provided to prior art.
The rapid hardening cement mortar that the present invention proposes is the liquid form mixt that is formed according to a certain weight ratio by materials such as aluminosulfate cement, SBR emulsion, water reducer, fiber, sodium sulfate, river sand, water.The composition of raw material comprises:
100 parts of aluminosulfate cements
SBR emulsion 5-15 part
Water reducer 2-4 part
Fiber 6-7 part
Sodium sulfate 0.1-0.5 part
River sand 60-130 part
Water 160-200 part.
The solid content of described SBR emulsion is 30-35%.
Said water reducer is a trolamine 5-10%, vinylformic acid 15-20%, sodium sulfite anhy 96 surplus.Described fiber is: fiber is the mixture of organic fibre and steel fiber, and its ratio is 2:3; Organic fibre is a vinylon, and the long 10-20mm of organic fibre, diameter are less than 45 microns, and steel fiber is the high-strength steel fiber, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
It is further preferred,
100 parts of aluminosulfate cements
SBR emulsion 10-15 part
Water reducer 3-4 part
Fiber 6-7 part
Sodium sulfate 0.3-0.5 part
River sand 100-130 part
Water 160-200 part.
Further be preferably
100 parts of aluminosulfate cements
SBR emulsion 10-15 part
Water reducer 3-4 part
Fiber 6-7 part
Sodium sulfate 0.3-0.5 part
River sand 100-130 part
Water 160-200 part.
The preparation method of described above-mentioned rapid hardening cement mortar is characterized in that comprising the steps:
(1) according to above-mentioned ratio, takes by weighing aluminosulfate cement, water reducer, fiber and river sand, thorough mixing.
(2) take by weighing SBR emulsion, sodium sulfate, water again, the material in step (1) adds under whipped state gradually, and thorough mixing constantly stirs, and forms the rapid hardening cement mortar.
Compare with existing rapid hardening cement mortar, have following advantage and effect:
1, to compare sand-cement slurry of the prior art faster time of drying for the rapid hardening cement mortar that obtains of the present invention.
2, the rapid hardening cement mortar that obtains of the present invention compare sand-cement slurry ultimate compression strength of the prior art and folding strength stronger.
3, the rapid hardening cement mortar preparation cost that obtains of the present invention is lower, and flexibility is strong.
Embodiment
The present invention is not limited to aforesaid embodiment.The present invention expands to any new feature or any new combination that discloses in this manual, and any new method or the step in the process or any new combination that disclose.
The proportioning of embodiment 1 present embodiment rapid hardening cement mortar is following:
100 parts of aluminosulfate cements
5 parts of SBR emulsions
2 parts of water reducers
7 parts of fibers
0.5 part in sodium sulfate
100 parts of river sands
160 parts in water.
Said water reducer is a trolamine 5%, vinylformic acid 20%, sodium sulfite anhy 96 surplus.Described fiber is: fiber is the mixture of Z 150PH organic fibre and steel fiber, and its ratio is 2:3; The long 10-20mm of organic fibre, diameter be less than 45 microns, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
Employed aluminosulfate cement is 42.5 quick hardening sulphoaluminate cements that Tangshan six or nine cement ltds produce, and SBR emulsion is the PR 215 type SBR emulsions of Shanghai and assistant officer Industrial Co., Ltd..
The technical target of the product that present embodiment obtains:
The proportioning of embodiment 2 present embodiment rapid hardening cement mortars is following:
100 parts of aluminosulfate cements
10 parts of SBR emulsions
4 parts of water reducers
6 parts of fibers
0.3 part in sodium sulfate
120 parts of river sands
200 parts in water.
Said water reducer is a trolamine 10%, vinylformic acid 15%, sodium sulfite anhy 96 surplus.Described fiber is: fiber is the mixture of Z 150PH organic fibre and steel fiber, and its ratio is 2:3; The long 10-20mm of organic fibre, diameter be less than 45 microns, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
Employed aluminosulfate cement is 42.5 quick hardening sulphoaluminate cements that Tangshan six or nine cement ltds produce, and SBR emulsion is the PR 215 type SBR emulsions of Shanghai and assistant officer Industrial Co., Ltd..
The technical target of the product that present embodiment obtains:
Claims (5)
1. rapid hardening cement mortar; It is characterized in that: this mortar is the liquid form mixt that is prepared from method according to a certain weight ratio aluminosulfate cement, SBR emulsion, water reducer, fiber, sodium sulfate, river sand, water material, and the composition of this raw material comprises:
100 parts of aluminosulfate cements
SBR emulsion 5-15 part
Water reducer 2-4 part
Fiber 6-7 part
Sodium sulfate 0.1-0.5 part
River sand 60-130 part
Water 160-200 part;
Wherein, the solid content of described SBR emulsion is 30-35%;
Said water reducer is a trolamine 5-10%, vinylformic acid 15-20%, sodium sulfite anhy 96 surplus; Described fiber is: fiber is the mixture of organic fibre and steel fiber, and its ratio is 2:3; Organic fibre is a vinylon, and the long 10-20mm of organic fibre, diameter are less than 45 microns, and steel fiber is the high-strength steel fiber, the long 10-20mm of steel fiber, and diameter is less than 0.20mm;
The preparation method of described rapid hardening cement mortar is characterized in that comprising the steps:
(1) according to above-mentioned ratio, takes by weighing aluminosulfate cement, water reducer, fiber and river sand, thorough mixing;
(2) take by weighing SBR emulsion, sodium sulfate, water again, the material in step (1) adds under whipped state gradually, and thorough mixing constantly stirs, and forms the rapid hardening cement mortar.
2. rapid hardening cement mortar as claimed in claim 1, it is characterized in that: the composition of this raw material further does
100 parts of aluminosulfate cements
SBR emulsion 10-15 part
Water reducer 3-4 part
Fiber 6-7 part
Sodium sulfate 0.3-0.5 part
River sand 100-130 part
Water 160-200 part.
3. rapid hardening cement mortar as claimed in claim 1, it is characterized in that: the composition of this raw material further does
100 parts of aluminosulfate cements
SBR emulsion 10-15 part
Water reducer 3-4 part
Fiber 6-7 part
Sodium sulfate 0.3-0.5 part
River sand 100-130 part
Water 160-200 part.
4. rapid hardening cement mortar as claimed in claim 1, it is characterized in that: the composition of this raw material further does
100 parts of aluminosulfate cements
10 parts of SBR emulsions
4 parts of water reducers
6 parts of fibers
0.3 part in sodium sulfate
120 parts of river sands
200 parts in water;
Said water reducer is a trolamine 10%, vinylformic acid 15%, sodium sulfite anhy 96 surplus;
Described fiber is: fiber is the mixture of Z 150PH organic fibre and steel fiber, and its ratio is 2:3; The long 10-20mm of organic fibre, diameter be less than 45 microns, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
5. rapid hardening cement mortar as claimed in claim 1, it is characterized in that: the composition of this raw material further does
100 parts of aluminosulfate cements
5 parts of SBR emulsions
2 parts of water reducers
7 parts of fibers
0.5 part in sodium sulfate
100 parts of river sands
160 parts in water;
Said water reducer is a trolamine 5%, vinylformic acid 20%, sodium sulfite anhy 96 surplus;
Described fiber is: fiber is the mixture of Z 150PH organic fibre and steel fiber, and its ratio is 2:3; The long 10-20mm of organic fibre, diameter be less than 45 microns, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201210008871 CN102584149B (en) | 2012-01-12 | 2012-01-12 | Quick-setting cement mortar and preparation method for quick-setting cement mortar |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201210008871 CN102584149B (en) | 2012-01-12 | 2012-01-12 | Quick-setting cement mortar and preparation method for quick-setting cement mortar |
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| Publication Number | Publication Date |
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| CN102584149A true CN102584149A (en) | 2012-07-18 |
| CN102584149B CN102584149B (en) | 2013-06-05 |
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| CN 201210008871 Expired - Fee Related CN102584149B (en) | 2012-01-12 | 2012-01-12 | Quick-setting cement mortar and preparation method for quick-setting cement mortar |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103553405A (en) * | 2013-10-22 | 2014-02-05 | 湖州中辰建设有限公司 | Cement mortar hardener |
| CN103553419A (en) * | 2013-10-23 | 2014-02-05 | 湖州中辰建设有限公司 | Rapid cement hardening agent |
| CN106145814A (en) * | 2016-06-28 | 2016-11-23 | 蚌埠市方阵商品混凝土有限公司 | A kind of light fire-proof concrete |
| CN109095825A (en) * | 2018-08-09 | 2018-12-28 | 安徽四建控股集团有限公司 | Avoid the concrete and its processing method of early crack |
| CN110272231A (en) * | 2019-07-18 | 2019-09-24 | 北京生态家园科技集团有限公司 | A kind of quick-dry type decorative mortar and preparation method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1415572A (en) * | 2002-10-16 | 2003-05-07 | 同济大学 | Patching material in quick modified polymer |
| CN101481236A (en) * | 2009-02-12 | 2009-07-15 | 重庆交通大学 | Rapid patching material for cement concrete pavement faulting of slab ends and patching method thereof |
| CN102167559A (en) * | 2011-01-28 | 2011-08-31 | 长沙理工大学 | Quick-setting cement mortar and preparation method thereof |
-
2012
- 2012-01-12 CN CN 201210008871 patent/CN102584149B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1415572A (en) * | 2002-10-16 | 2003-05-07 | 同济大学 | Patching material in quick modified polymer |
| CN101481236A (en) * | 2009-02-12 | 2009-07-15 | 重庆交通大学 | Rapid patching material for cement concrete pavement faulting of slab ends and patching method thereof |
| CN102167559A (en) * | 2011-01-28 | 2011-08-31 | 长沙理工大学 | Quick-setting cement mortar and preparation method thereof |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103553405A (en) * | 2013-10-22 | 2014-02-05 | 湖州中辰建设有限公司 | Cement mortar hardener |
| CN103553419A (en) * | 2013-10-23 | 2014-02-05 | 湖州中辰建设有限公司 | Rapid cement hardening agent |
| CN103553419B (en) * | 2013-10-23 | 2015-11-25 | 新昌县达科机电产品设计有限公司 | The fast hard agent of a kind of cement |
| CN106145814A (en) * | 2016-06-28 | 2016-11-23 | 蚌埠市方阵商品混凝土有限公司 | A kind of light fire-proof concrete |
| CN109095825A (en) * | 2018-08-09 | 2018-12-28 | 安徽四建控股集团有限公司 | Avoid the concrete and its processing method of early crack |
| CN110272231A (en) * | 2019-07-18 | 2019-09-24 | 北京生态家园科技集团有限公司 | A kind of quick-dry type decorative mortar and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102584149B (en) | 2013-06-05 |
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Owner name: CHINA COAL BUILDING + INSTALLING ENGINEERING GROUP Free format text: FORMER NAME: CHINA COAL BUILDING + INSTALLATION ENGINEERING GROUP CO., LTD. |
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Address after: 056002 Hebei Province, Handan city Congtai Congtai Road No. 56 Patentee after: China Coal Building & Installation Engineering Group Co., Ltd. Address before: 056002 Hebei Province, Handan city Congtai Congtai Road No. 56 Patentee before: China Coal Building & Installation Engineering Group Co., Ltd. |
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Granted publication date: 20130605 Termination date: 20210112 |