CN110041033A - Cold area's quick patching material for cement concrete pavement and preparation method thereof - Google Patents
Cold area's quick patching material for cement concrete pavement and preparation method thereof Download PDFInfo
- Publication number
- CN110041033A CN110041033A CN201910473483.XA CN201910473483A CN110041033A CN 110041033 A CN110041033 A CN 110041033A CN 201910473483 A CN201910473483 A CN 201910473483A CN 110041033 A CN110041033 A CN 110041033A
- Authority
- CN
- China
- Prior art keywords
- parts
- quartz sand
- repairing material
- fast repairing
- partial size
- 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.)
- Pending
Links
- 239000000463 material Substances 0.000 title claims abstract description 42
- 239000004567 concrete Substances 0.000 title claims abstract description 21
- 239000004568 cement Substances 0.000 title claims abstract description 18
- 238000002360 preparation method Methods 0.000 title claims abstract description 13
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 38
- 239000006004 Quartz sand Substances 0.000 claims abstract description 36
- 239000011398 Portland cement Substances 0.000 claims abstract description 21
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 19
- 229920002239 polyacrylonitrile Polymers 0.000 claims abstract description 17
- 239000000835 fiber Substances 0.000 claims abstract description 16
- 239000000843 powder Substances 0.000 claims abstract description 15
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims abstract description 14
- SLINHMUFWFWBMU-UHFFFAOYSA-N Triisopropanolamine Chemical compound CC(O)CN(CC(C)O)CC(C)O SLINHMUFWFWBMU-UHFFFAOYSA-N 0.000 claims abstract description 14
- 239000011863 silicon-based powder Substances 0.000 claims abstract description 14
- 239000011734 sodium Substances 0.000 claims abstract description 14
- 229910052708 sodium Inorganic materials 0.000 claims abstract description 14
- CBOCVOKPQGJKKJ-UHFFFAOYSA-L Calcium formate Chemical compound [Ca+2].[O-]C=O.[O-]C=O CBOCVOKPQGJKKJ-UHFFFAOYSA-L 0.000 claims abstract description 13
- 239000004372 Polyvinyl alcohol Substances 0.000 claims abstract description 13
- 229940044172 calcium formate Drugs 0.000 claims abstract description 13
- 235000019255 calcium formate Nutrition 0.000 claims abstract description 13
- 239000004281 calcium formate Substances 0.000 claims abstract description 13
- 239000010881 fly ash Substances 0.000 claims abstract description 13
- JRZJOMJEPLMPRA-UHFFFAOYSA-N olefin Natural products CCCCCCCC=C JRZJOMJEPLMPRA-UHFFFAOYSA-N 0.000 claims abstract description 13
- 229920002451 polyvinyl alcohol Polymers 0.000 claims abstract description 13
- -1 olefin sulfonate Chemical class 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims description 19
- 229920005646 polycarboxylate Polymers 0.000 claims description 8
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 claims description 6
- BDHFUVZGWQCTTF-UHFFFAOYSA-M sulfonate Chemical compound [O-]S(=O)=O BDHFUVZGWQCTTF-UHFFFAOYSA-M 0.000 claims description 6
- 150000001336 alkenes Chemical class 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 2
- 239000002253 acid Substances 0.000 claims 1
- 150000007513 acids Chemical class 0.000 claims 1
- 239000010883 coal ash Substances 0.000 claims 1
- 150000002085 enols Chemical class 0.000 claims 1
- 230000000717 retained effect Effects 0.000 claims 1
- 230000036541 health Effects 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 230000001795 light effect Effects 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000008030 superplasticizer Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/72—Repairing or restoring existing buildings or building 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
- C04B2111/76—Use at unusual temperatures, e.g. sub-zero
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The embodiment of the invention discloses a kind of cold area's quick patching material for cement concrete pavement, and the fast repairing material includes following component: portland cement, quartz sand, basalt miberal powder, silicon powder, flyash, water-reducing agent, calcium formate, triisopropanolamine, α-sodium olefin sulfonate, polyvinyl alcohol, polyacrylonitrile fibre.The quick reparation that the fast repairing material is undisguisedly damaged for cement concrete pavement decortication, consumptive material dosage is small, easy for construction, short the time required to health, meets the needs of rapid repairing road surface.The embodiment of the invention also provides the preparation methods of the fast repairing material.
Description
Technical field
The present invention relates to building material technical fields, and in particular to a kind of cold area's quick patching material for cement concrete pavement
And preparation method thereof.
Background technique
The cement concrete pavement of northern China Han Qu (such as Heilongjiang Province), in season alternation, deicing salt and driving
Under the influence of the composite factor of heavy-duty vehicle frequently acted on, commonly using less than 1 year or in two years, there have been different journeys
The decortication of degree undisguisedly damages.Take the form of: cement concrete pavement surface fine aggregate scatters and disappears, coarse aggregate exposes, and area is in 1m2
More than.Although the problem of this destruction is not pavement structure, its requirement for influencing driving flatness and driving comfort, greatly
Ground shortens the service life on road surface；In addition, having an effect on road surface beauty.
China existing " highway cement concrete pavement maintenance technology specification (JTJ 073.1-2001) " and " highway cement
Concrete road surface design specification " regulation, the modified pitch that such disease generallys use 20-40mm thickness are dilute in (JTG D40-2011)
The Concrete Overlay of slurry sealing or at least 80mm thickness is punished.
Slurry seal is to stir emulsified asphalt, the aggregate for meeting gradation, water, filler and additive by certain design proportion
Slurry mixture is mixed, is equably paved on road surface to be processed, need to be wrapped, be demulsified, bleed, the processes such as evaporation and solidification
It is firmly combined together with former road surface, construction method is more complex, and the used time is longer.It is designed according to Concrete Overlay,
It is required that overlay thickness not be preferably less than 80mm, and milling or feather plucking cleaning after surface apply adhesive, make overlay with it is old
Concrete topping combines integral；Man-hour requirement is applied sufficiently to vibrate and strike off；Watering health at least 14 days, daily watering 3~4
It is secondary.
Above-mentioned existing Cement Concrete Pavement Maintenance material, there are consumptive material demand is big, needed for engineering method complexity and health
The problems such as time is long is unfavorable for that maintenance task is rapidly completed and realizes the purpose that quickly resumes traffic, be further improved.
Summary of the invention
The embodiment of the present invention is designed to provide a kind of cold area's quick patching material for cement concrete pavement, to solve
The above problem of existing Cement Concrete Pavement Maintenance material.It is used for cement concrete pavement decortication undisguisedly damage quickly repair
Multiple, consumptive material dosage is small, easy for construction, short the time required to health, meets the needs of rapid repairing road surface.The embodiment of the present invention also mentions
The preparation method of the fast repairing material is supplied.
To achieve the above object, the embodiment of the present invention provides a kind of cold area's quick patching material for cement concrete pavement, institute
State fast repairing material includes following component based on parts by weight: 385-415 parts of portland cement, partial size 0.15-2.36mm
580-620 parts of quartz sand, 6-10 parts of basalt miberal powder, 8-10 parts of silicon powder, 2.5-4.0 parts of flyash, 0.2-0.6 parts of water-reducing agent,
5-10 parts of calcium formate, 5-9 parts of triisopropanolamine, α -4-10 parts of sodium olefin sulfonate, 0.2-0.9 parts of polyvinyl alcohol, polyacrylonitrile are fine
0.5-1.2 parts of dimension.
Further, the fast repairing material includes following component based on parts by weight: portland cement 390-410
Part, 9-9.8 parts of 7-9 parts of 590-610 parts of quartz sand, basalt miberal powder, silicon powder, the flyash 3-3.8 of partial size 0.15-2.36mm
Part, 0.2-0.6 parts of water-reducing agent, 6-9 parts of calcium formate, 6-8 parts of triisopropanolamine, α -5-9 parts of sodium olefin sulfonate, polyvinyl alcohol 0.3-
0.8 part, 0.6-1.0 parts of polyacrylonitrile fibre.
Further, the portland cement is ordinary portland cement, such as P.O.42.5 portland cement or intensity
The higher portland cement of grade.But comprehensively consider from cost and effectiveness, P.O.42.5 portland cement is than more preferably.
Further, based on parts by weight, the quartz sand includes 95-105 parts of quartz sand of partial size 1.18-2.36mm；
290-310 parts of the quartz sand of partial size 0.3-1.18mm；And 190-210 parts of the quartz sand of partial size 0.15-0.3mm.
Further, the quartz sand is the middle sand of fineness modulus 2.6-2.9, and also meets and following tail over percentage to accumulative
The requirement of rate: accumulative to tail over 11.4-12.6% for square hole mesh size 2.36mm；For square hole mesh size 1.18mm, add up sieve
Remaining 28.5-31.5%；It is accumulative to tail over 55.1-60.9% for square hole mesh size 0.6mm；For square hole mesh size 0.3mm, tire out
Meter tails over 77.0-85.1；It is accumulative to tail over 90.3-99.8% for square hole mesh size 0.15mm.
Further, the water-reducing agent is TH-928 polycarboxylate water-reducer.It is preferably a kind of concrete of comprehensive performance
Super plasticizer (water-reducing agent), has that volume is low, water-reducing rate is high, loses small when the slump is light, and reinforcing effect is significant, can reduce cement
The advantage of early hydration heat, is particularly suitable for the fast repairing material of technical solution of the present invention.
Further, the length of the polyacrylonitrile fibre is 15-25mm, preferably 20mm；Diameter is 6-7dtex, preferably
6.7dtex。
The other side of the embodiment of the present invention additionally provides the preparation method of institute's fast repairing material, the method includes
The following steps:
(1) quartz sand is uniformly mixed with the basalt miberal powder, silicon powder, obtains the first mixture；
(2) portland cement is uniformly mixed with flyash, be then added in first mixture and mixed
Uniformly, the second mixture is obtained；
(3) added in the second mixture of Xiang Suoshu the water-reducing agent, calcium formate, triisopropanolamine, α-sodium olefin sulfonate and
Polyvinyl alcohol is uniformly mixed, and obtains third mixture；
(4) polyacrylonitrile fibre is added in Xiang Suoshu third mixture, is uniformly mixed, obtains the Rapid-Repair material
Material.
The embodiment of the present invention has the advantages that
1, the quick reparation undisguisedly damaged for cement concrete pavement decortication, consumptive material dosage is small, easy for construction, health institute
It takes time short, meets the needs of rapid repairing road surface.
2, function admirable is particularly suitable for the quick reparation of northern cold area cement concrete pavement.
3, preparation process is easy, convenient for large-scale production.
Specific embodiment
Embodiments of the present invention are illustrated by particular specific embodiment below, those skilled in the art can be by this explanation
Content disclosed by book is understood other advantages and efficacy of the present invention easily, it is clear that described embodiment is the present invention one
Section Example, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not doing
Every other embodiment obtained under the premise of creative work out, shall fall within the protection scope of the present invention.
Embodiment 1
Fast repairing material in the present embodiment includes following component based on parts by weight: P.O.42.5 portland cement
400 parts；100 parts of the quartz sand of partial size 1.18-2.36mm, 300 parts of the quartz sand of partial size 0.3-1.18mm and partial size 0.15-
200 parts of the quartz sand of 0.3mm；8 parts of basalt miberal powder, 9.4 parts of silicon powder, 6.4 parts of flyash, TH-928 polycarboxylate water-reducer 0.4
Part, 7.5 parts of calcium formate, 7 parts of triisopropanolamine, 7 parts of α-sodium olefin sulfonate, 0.5 part of polyvinyl alcohol, length 20mm and diameter are
0.8 part of the polyacrylonitrile fibre of 6.7dtex.
Preparation method includes the following steps:
(1) quartz sand of three kinds of particle size ranges is uniformly mixed, is then uniformly mixed with basalt miberal powder, silicon powder, obtained
First mixture；
(2) portland cement is uniformly mixed with flyash, be then added in the first mixture and be uniformly mixed, obtained
Second mixture；
(3) TH-928 polycarboxylate water-reducer, calcium formate, triisopropanolamine, α-alkenyl are added in the second mixture of Xiang Suoshu
Sodium sulfonate and polyvinyl alcohol are uniformly mixed, and obtain third mixture；
(4) polyacrylonitrile fibre is added into third mixture, is uniformly mixed, obtains the fast repairing material.
Embodiment 2
Fast repairing material in the present embodiment includes following component based on parts by weight: P.O.42.5 portland cement
390 parts；95 parts of the quartz sand of partial size 1.18-2.36mm, 310 parts of the quartz sand of partial size 0.3-1.18mm and partial size 0.15-
190 parts of the quartz sand of 0.3mm；9 parts of basalt miberal powder, 9.8 parts of silicon powder, 3.8 parts of flyash, TH-928 polycarboxylate water-reducer 0.3
Part, 6 parts of calcium formate, 8 parts of triisopropanolamine, α -5-9 parts of sodium olefin sulfonate, 0.4 part of polyvinyl alcohol, length 20mm and diameter are
1.0 parts of the polyacrylonitrile fibre of 6.7dtex.
Preparation method is the same as embodiment 1.
Embodiment 3
Fast repairing material in the present embodiment includes following component based on parts by weight: P.O.42.5 portland cement
410 parts；105 parts of the quartz sand of partial size 1.18-2.36mm, 290 parts of the quartz sand of partial size 0.3-1.18mm and partial size 0.15-
210 parts of the quartz sand of 0.3mm；7 parts of basalt miberal powder, 9 parts of silicon powder, 3 parts of flyash, 0.5 part of TH-928 polycarboxylate water-reducer, first
9 parts of sour calcium, 6 parts of triisopropanolamine, 5 parts of α-sodium olefin sulfonate, 0.8 part of polyvinyl alcohol, length 20mm and diameter are 6.7dtex's
0.9 part of polyacrylonitrile fibre.
Preparation method is the same as embodiment 1.
Embodiment 4
Fast repairing material in the present embodiment includes following component based on parts by weight: P.O.42.5 portland cement
385 parts, 100 parts of the quartz sand of partial size 1.18-2.36mm, partial size 0.3-1.18mm 300 parts of quartz sand and partial size 0.15-
4.0 parts of 10 parts of 10 parts of 200 parts of quartz sand, basalt miberal powder, silicon powder, flyash, the TH-928 polycarboxylate water-reducer 0.6 of 0.3mm
Part, 10 parts of calcium formate, 8 parts of triisopropanolamine, 4 parts of α-sodium olefin sulfonate, 0.5 part of polyvinyl alcohol, length 18mm and diameter are
1.2 parts of 6.5dtex polyacrylonitrile fibre.
Preparation method is the same as embodiment 1.
Embodiment 5
Fast repairing material in the present embodiment includes following component based on parts by weight: P.O.42.5 portland cement
415 parts, 100 parts of the quartz sand of partial size 1.18-2.36mm, partial size 0.3-1.18mm 300 parts of quartz sand and partial size 0.15-
0.3 part of 2.5 parts of 8 parts of 6 parts of 200 parts of quartz sand, basalt miberal powder, silicon powder, flyash, the TH-928 polycarboxylate water-reducer of 0.3mm,
5 parts of calcium formate, 5 parts of triisopropanolamine, 8 parts of α-sodium olefin sulfonate, 0.4 part of polyvinyl alcohol, length 18mm and diameter are 6.5dtex
1.0 parts of polyacrylonitrile fibre.
Preparation method is the same as embodiment 1.
Although above having used general explanation and specific embodiment, the present invention is described in detail, at this
On the basis of invention, it can be made some modifications or improvements, this will be apparent to those skilled in the art.Therefore,
These modifications or improvements without departing from theon the basis of the spirit of the present invention are fallen within the scope of the claimed invention.
Claims (10)
1. a kind of cold area's quick patching material for cement concrete pavement, which is characterized in that the fast repairing material is with parts by weight
Number meter includes following component: 580-620 parts of quartz sand, the basalt of 385-415 parts of portland cement, partial size 0.15-2.36mm
6-10 parts of miberal powder, 8-10 parts of silicon powder, 2.5-4.0 parts of flyash, 0.2-0.6 parts of water-reducing agent, 5-10 parts of calcium formate, triisopropanolamine
5-9 parts, α -4-10 parts of sodium olefin sulfonate, 0.2-0.9 parts of polyvinyl alcohol, 0.5-1.2 parts of polyacrylonitrile fibre.
2. fast repairing material according to claim 1, which is characterized in that the fast repairing material is based on parts by weight
Including following component: 590-610 parts of quartz sand, the basalt miberal powder of 390-410 parts of portland cement, partial size 0.15-2.36mm
7-9 parts, 9-9.8 parts of silicon powder, 3-3.8 parts of flyash, 0.2-0.6 parts of water-reducing agent, 6-9 parts of calcium formate, 6-8 parts of triisopropanolamine,
α -5-9 parts of sodium olefin sulfonate, 0.3-0.8 parts of polyvinyl alcohol, 0.6-1.0 parts of polyacrylonitrile fibre.
3. fast repairing material according to claim 1 or 2, which is characterized in that the portland cement is P.O.42.5
Portland cement.
4. fast repairing material according to claim 1 or 2, which is characterized in that based on parts by weight, the quartz sand packet
Include 95-105 parts of quartz sand of partial size 1.18-2.36mm；290-310 parts of the quartz sand of partial size 0.3-1.18mm；And partial size
190-210 parts of the quartz sand of 0.15-0.3mm.
5. fast repairing material according to claim 4, which is characterized in that the quartz sand is fineness modulus 2.6-2.9
Middle sand, and also meet the following requirement to accumulated retained percentage: accumulative to tail over 11.4- for square hole mesh size 2.36mm
12.6%；It is accumulative to tail over 28.5-31.5% for square hole mesh size 1.18mm；It is accumulative to tail over for square hole mesh size 0.6mm
55.1-60.9%；It is accumulative to tail over 77.0-85.1 for square hole mesh size 0.3mm；For square hole mesh size 0.15mm, add up sieve
Remaining 90.3-99.8%.
6. fast repairing material according to claim 1 or 2, which is characterized in that the water-reducing agent is TH-928 polycarboxylic acids
Water-reducing agent.
7. fast repairing material according to claim 1 or 2, which is characterized in that the length of the polyacrylonitrile fibre is
15-25mm；Diameter is 6-7dtex.
8. fast repairing material according to claim 7, which is characterized in that the length of the polyacrylonitrile fibre is
20mm；Diameter is 6.7dtex.
9. fast repairing material according to claim 1, which is characterized in that the fast repairing material is based on parts by weight
Including following component: 400 parts of P.O.42.5 portland cement；100 parts of quartz sand, the partial size 0.3- of partial size 1.18-2.36mm
200 parts of quartz sand of 300 parts of the quartz sand of 1.18mm and partial size 0.15-0.3mm；8 parts of basalt miberal powder, 9.4 parts of silicon powder, powder
6.4 parts of coal ash, 0.4 part of TH-928 polycarboxylate water-reducer, 7.5 parts of calcium formate, 7 parts of triisopropanolamine, 7 parts of α-sodium olefin sulfonate,
0.5 part of polyvinyl alcohol, length 20mm and diameter are 0.8 part of polyacrylonitrile fibre of 6.7dtex.
10. the preparation method of fast repairing material according to claim 1 to 9, which is characterized in that the side
Method includes the following steps:
(1) quartz sand is uniformly mixed with the basalt miberal powder, silicon powder, obtains the first mixture；
(2) portland cement is uniformly mixed with flyash, be then added in first mixture and is uniformly mixed,
Obtain the second mixture；
(3) water-reducing agent, calcium formate, triisopropanolamine, α-sodium olefin sulfonate and poly- second are added in the second mixture of Xiang Suoshu
Enol is uniformly mixed, and obtains third mixture；
(4) polyacrylonitrile fibre is added in Xiang Suoshu third mixture, is uniformly mixed, obtains the fast repairing material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910473483.XA CN110041033A (en) | 2019-05-31 | 2019-05-31 | Cold area's quick patching material for cement concrete pavement and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910473483.XA CN110041033A (en) | 2019-05-31 | 2019-05-31 | Cold area's quick patching material for cement concrete pavement and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110041033A true CN110041033A (en) | 2019-07-23 |
Family
ID=67284416
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910473483.XA Pending CN110041033A (en) | 2019-05-31 | 2019-05-31 | Cold area's quick patching material for cement concrete pavement and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110041033A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101844907A (en) * | 2010-05-07 | 2010-09-29 | 武汉理工大学 | Self-expansion type high-flow regime quick-hardening early-strength repairing grouting material |
| KR101621199B1 (en) * | 2015-11-06 | 2016-05-13 | 이동우 | Mortar composition for repairing and reinforcing concrete structure of road gutter and small-damaged part of road, and method of repairing and reinforcing concrete structure of road gutter and small-damaged part of road using the same |
| KR101663690B1 (en) * | 2015-10-13 | 2016-10-07 | 주식회사 에코이앤씨 | Mortar composition for repairing and reinforcing road gutter and small-damaged part of road, and method of repairing and reinforcing road gutter and small-damaged part of road using the same |
| CN106747133A (en) * | 2016-11-28 | 2017-05-31 | 郑州筑邦建材有限公司 | A kind of severe cold area high ferro pedestal concrete low temperature patching material and its application |
| CN107572981A (en) * | 2017-10-25 | 2018-01-12 | 安徽中铁工程材料科技有限公司 | Self-compacting concrete for concrete repair and preparation method thereof |
| CN109809772A (en) * | 2019-03-29 | 2019-05-28 | 哈尔滨康力鸿商贸有限公司 | A kind of cement slurry dry type mixing material for cement pavement rapid-maintenance |
-
2019
- 2019-05-31 CN CN201910473483.XA patent/CN110041033A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101844907A (en) * | 2010-05-07 | 2010-09-29 | 武汉理工大学 | Self-expansion type high-flow regime quick-hardening early-strength repairing grouting material |
| KR101663690B1 (en) * | 2015-10-13 | 2016-10-07 | 주식회사 에코이앤씨 | Mortar composition for repairing and reinforcing road gutter and small-damaged part of road, and method of repairing and reinforcing road gutter and small-damaged part of road using the same |
| KR101621199B1 (en) * | 2015-11-06 | 2016-05-13 | 이동우 | Mortar composition for repairing and reinforcing concrete structure of road gutter and small-damaged part of road, and method of repairing and reinforcing concrete structure of road gutter and small-damaged part of road using the same |
| CN106747133A (en) * | 2016-11-28 | 2017-05-31 | 郑州筑邦建材有限公司 | A kind of severe cold area high ferro pedestal concrete low temperature patching material and its application |
| CN107572981A (en) * | 2017-10-25 | 2018-01-12 | 安徽中铁工程材料科技有限公司 | Self-compacting concrete for concrete repair and preparation method thereof |
| CN109809772A (en) * | 2019-03-29 | 2019-05-28 | 哈尔滨康力鸿商贸有限公司 | A kind of cement slurry dry type mixing material for cement pavement rapid-maintenance |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| RU2307810C1 (en) | Concrete mix and method of preparation of such mix | |
| CN103265254B (en) | Cement-based composite material used for engineering emergency maintenance, and preparation method and use method thereof | |
| CN110395963B (en) | Construction waste recycled concrete | |
| CN103435301A (en) | Upper-flow-regime micro-expanding post-tensioning prestressed porelike grouting agent and preparation method thereof | |
| CN104402339A (en) | Pervious concrete and construction method thereof | |
| CN104150834A (en) | Medium-coarse aggregate high-toughness polyvinyl alcohol fiber-reinforced cement-based composite material | |
| CN103145396A (en) | Multifunctional quick repair material for cement concrete pavements and preparation method thereof | |
| CN111574164A (en) | Rapid repairing material for super-early-strength shrinkage compensation road bridge and preparation method thereof | |
| CN102505601A (en) | Fast repairing method for asphalt concrete pavement | |
| CN109250994A (en) | A kind of concrete repair materials that expressway surface is quickly repaired and method | |
| CN110981329A (en) | Fiber-reinforced cement fly ash stabilized fully-recycled brick-concrete aggregate pavement base material and preparation method thereof | |
| CN110593044A (en) | Sisal fiber reinforced cement-based composite material pavement road | |
| CN106904870A (en) | A kind of natural fiber reinforced epoxy base concrete and preparation method and application | |
| CN111499318B (en) | Semi-rigid building solid waste self-maintenance roadbed and preparation method and application thereof | |
| CN107512891B (en) | Pavement base material | |
| CN110627473A (en) | Phosphorus-silicon-magnesium-based special rapid-hardening material and preparation method thereof | |
| CN103172312B (en) | Compound concrete and preparation method thereof | |
| CN102850015A (en) | Silica fume surface course repair material | |
| CN107059615B (en) | Durable cement concrete bridge deck pavement structure | |
| CN109809772B (en) | Cement mortar dry-type mixture for quick maintenance of cement pavement | |
| CN113816674A (en) | Recycled cement concrete with recycled waste asphalt and preparation method and application thereof | |
| CN112553994A (en) | Composite pavement road with asphalt layer coated on sisal fiber cement-based composite material | |
| CN110041033A (en) | Cold area's quick patching material for cement concrete pavement and preparation method thereof | |
| WO2024066530A1 (en) | Pavement repair material prepared from industrial solid waste and used for winter construction | |
| CN102515629A (en) | Cow dung ash asphalt concrete pavement material and its preparation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190723 |
|
| RJ01 | Rejection of invention patent application after publication |