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 PDF

Info

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
Application number
CN201910473483.XA
Other languages
Chinese (zh)
Inventor
黄哲
李军
李纪东
张志宏
王剑峰
于立泽
黄圣
金国良
王鹏
王旭
马振羿
刘丹丹
黄学欣
王雪梅
高波
刘浩
徐岩
温忠海
孙黎明
赵思博
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HEILONGJIANG INST OF COMMUNICATION SCIENCES
Original Assignee
HEILONGJIANG INST OF COMMUNICATION SCIENCES
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HEILONGJIANG INST OF COMMUNICATION SCIENCES filed Critical HEILONGJIANG INST OF COMMUNICATION SCIENCES
Priority to CN201910473483.XA priority Critical patent/CN110041033A/en
Publication of CN110041033A publication Critical patent/CN110041033A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/72Repairing or restoring existing buildings or building materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/76Use at unusual temperatures, e.g. sub-zero

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

Cold area's quick patching material for cement concrete pavement and preparation method thereof
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.
CN201910473483.XA 2019-05-31 2019-05-31 Cold area's quick patching material for cement concrete pavement and preparation method thereof Pending CN110041033A (en)

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)

* Cited by examiner, † Cited by third party
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 A kind of concrete repair self-compacting concrete 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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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 A kind of concrete repair self-compacting concrete 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
CN103265254B (en) Cement-based composite material used for engineering emergency maintenance, and preparation method and use method thereof
RU2307810C1 (en) Concrete mix and method of preparation of such mix
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
CN104844035B (en) Interface reinforcer preparation method and application of interface reinforcer
CN103145396A (en) Multifunctional quick repair material for cement concrete pavements and preparation method thereof
CN108328994A (en) A kind of anti-crack concrete and preparation method thereof
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
CN102505601A (en) Fast repairing method for asphalt concrete pavement
CN106904870A (en) A kind of natural fiber reinforced epoxy base concrete and preparation method and application
CN110593044A (en) Sisal fiber reinforced cement-based composite material pavement road
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
CN113816674A (en) Recycled cement concrete with recycled waste asphalt and preparation method and application thereof
CN109809772B (en) Cement mortar dry-type mixture for quick maintenance of cement pavement
CN112553994A (en) Composite pavement road with asphalt layer coated on sisal fiber cement-based composite material
CN102850015A (en) Silica fume surface course repair material
CN103172312B (en) Compound concrete and preparation method thereof
WO2024066530A1 (en) Pavement repair material prepared from industrial solid waste and used for winter construction
CN110041033A (en) Cold area's quick patching material for cement concrete pavement and preparation method thereof
CN106082742A (en) A kind of cement original washing powder and in the application of cement concrete and application in highway construction thereof

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