CN101585688B - Fast fixing material for highways or city roads cement surfaces - Google Patents
Fast fixing material for highways or city roads cement surfaces Download PDFInfo
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- CN101585688B CN101585688B CN2009100437402A CN200910043740A CN101585688B CN 101585688 B CN101585688 B CN 101585688B CN 2009100437402 A CN2009100437402 A CN 2009100437402A CN 200910043740 A CN200910043740 A CN 200910043740A CN 101585688 B CN101585688 B CN 101585688B
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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
- C04B28/06—Aluminous 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
- 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
- C04B28/14—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 calcium sulfate cements
- C04B28/142—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 calcium sulfate cements containing synthetic or waste calcium sulfate 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0004—Compounds chosen for the nature of their cations
- C04B2103/0006—Alkali metal or inorganic ammonium compounds
- C04B2103/0007—K
-
- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0004—Compounds chosen for the nature of their cations
- C04B2103/0006—Alkali metal or inorganic ammonium compounds
- C04B2103/0008—Li
-
- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0004—Compounds chosen for the nature of their cations
- C04B2103/0015—Noble metal or copper compounds
- C04B2103/0016—Cu
-
- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0004—Compounds chosen for the nature of their cations
- C04B2103/0025—Compounds of the transition metals
-
- 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
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
-
- 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
- C04B2111/34—Non-shrinking or non-cracking materials
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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)
Abstract
A fast fixing material for highways or city roads cement surfaces, comprising ash materials and bone materials; the weight ratio of the ash materials and bone materials is 20-40:80-60; the weight ratio of the ash materials and the whole materials is following: low alkalinity sulphoaluminate cement 40%-100%, gypsum-based composite cementitious materials 0-60%, quick-setting agent 0-0.20 %, Retarder0-02.0 %. The fast fixing material for highways or city roads cement surfaces of the invention has a suitable setting time, fast hardening time, high early intensity, high joint intensity, great comp atibility with the cement, incompact intensity, great durability and anti-leakage and small convergent-divergent factor.
Description
Technical field
The present invention relates to a kind of pavement maintenance material, especially relate to the quick servicing materials in concrete road surface of a kind of motorway and urban road.
Technical background
The motorway mileage open to traffic constantly increases just with surprising rapidity, and As time goes on, damage in various degree can appear in highway pavement and bridge deck pavement, causes pavement quality to descend, and this will directly influence Vehicle Speed and safety.Giving full play to the service efficiency of motorway, prolong working life, improve the quality and the speed of highway maintenance maintenance, is a new problem that faces in the Development of Freeway process.
At present, concrete road surface servicing materials commonly used mainly contains three types: the first kind, with the concrete material of ordinary Portland cement and aggregate preparation; Its advantage is that cost is low; Consistent with the old concrete performance, but maintenance concrete and old concrete imperfect bonding, curing time is longer; Second type, organic polymer material, like epoxy resin, polyamine fat etc., its advantage is that cohesiveness is good, and sclerosis is fast, and impermeability and corrosion resistance are good, but this material cost is high, easy ageing is bigger with the expansion coefficient difference of old concrete; The 3rd type, special material mainly contains high-aluminium cement series, water glass series and phosphate cement series etc., and its advantage is a fast solidifying, and early strength is high, and is approaching with the old concrete wood property, but the high-alumina cement later strength is unstable, is easy to generate strength retraction.
Summary of the invention
The object of the present invention is to provide a kind of time of coagulation suitable, setting rate is fast, and early strength is high; Bonding strength is high; With concrete better consistency is arranged, not retraction of later strength, good endurance; Water impermeability is good, the quick servicing materials of the motorway that the convergent-divergent coefficient is little and the concrete road surface of urban road.
The objective of the invention is to realize through following technical scheme:
The present invention's concrete road surface servicing materials mainly is made up of ash material and aggregate, the weight proportion=20-40 of ash material and aggregate: 80-60; The weight proportion of each composition material of ash material is: low-alkalinity sulphoaluminate cement 40%-100% (preferred 70%-90%); Gypsum base composite gelled material 0-40% (preferred 10%-30%); Accelerating chemicals 0-2.0 ‰ (preferred 0.5-1.5 ‰), retardant 0-2.0 ‰ (preferred 0.5-1.5 ‰).
Said gypsum base composite gelled material is mainly by fluorgypsum, active blending material, alkali-activator; Setting accelerator is formed; The weight proportion of each composition material is: fluorgypsum: active blending material: alkali-activator: setting accelerator=55-70: 15-40: 5-15: 1-3, each component more preferably proportioning is 70: 39: 9: 2.When if above-mentioned active blending material basicity (the pH value is less than 9.0) is not enough, also can add the lime of 1wt%-3wt%.
Said active admixture is one or more the mixture that is selected from levigate blast-furnace slag, levigate water-granulated slag, fine-ground fly-ash, levigate slag, the levigate red stone slag, granularity >=100 orders.
Said alkali-activator is silicate cement, lime, alkaline residue or carbide slag.
Said setting accelerator is for being selected from Na
2SO
4, k
2SO
4, NaHSO
4, KHSO
4, CuSO
4, FeSO
4, Al
2(SO
4)
3, ZnSO
4, KAl (SO
2), K
2Cr
2O
7In one or more mixture.
Said accelerating chemicals is Quilonum Retard or water glass or their mixture.
Said retardant is boric acid or Sodium Tetraborate or their mixture.
Said aggregate is sand and rubble, the preferred 0.001-2.5mm of the particle diameter of sand, and the maximum particle diameter of rubble is 20mm.
Working method: various raw materials by predetermined proportioning metering, are mixed then, packing.
In the present invention's the concrete road surface servicing materials, the aluminosulfate cement snap cure, the ettringite of generation provides early strength to material; Gypsum based composite promotes the formation of gel of calcium silicate in continuous aquation of later stage, and the strength of materials is improved constantly; In the sclerotium of gelatinous material; Contain small amount of calcium aluminite, aquation calcium sulphoaluminate, silicate gel, aluminic acid gel and dihydrate gypsum crystal; Dihydrate gypsum crystal, aquation calcium sulphoaluminate and ettringite crystal are staggered to be piled up; Silicate gel and aluminate gel parcel and being filled in around these crystal, structure that can reinforced cementitious stone further improves the intensity and the water-fast anti-permeability performance of material.
The present invention's concrete road surface servicing materials can be applied in repairing, airport pavement repairing and the various engineering first-aid repair of express highway pavement.
Embodiment
Below in conjunction with embodiment the present invention is described further.
(1) aluminosulfate cement proportion optimization embodiment
Raw material: low-alkalinity sulphoaluminate cement (425#); Granularity 100 orders of gypsum base composite gelled material, setting accelerator is selected potassium alum for use; Accelerating chemicals is selected Quilonum Retard for use.
The weight proportion of each component of gypsum based composite:
Fluorgypsum: water-granulated slag: silicate cement: lime: alum
60.9 26.1 8.9 2 2.1
The mixing ratio by weight that gypsum base composite gelled material-aluminosulfate cement composite repair material is formed:
Sample aluminosulfate cement: gypsum base composite gelled material: accelerating chemicals
1
# 60 39.9 0.1
2
# 70 29.9 0.1
3
# 80 19.9 0.1
By said ratio, take by weighing raw material, mix, add water and stir, wc 0.3 is pressed GB/T17671-1999 and is measured 12 hours and 24 hours intensity, presses GB/T1346-2001 and tests time of coagulation, and the result sees table 1.
Table 1 aluminosulfate cement proportioning influences experimental result to the Material Physics mechanical property
| Sample | Presetting period min | Final setting time min | Folding strength (12h) MPa | Ultimate compression strength (12h) MPa | Folding strength (24h) MPa | Ultimate compression strength (24h) MPa |
| 1 # | 18 | 30 | 3.8 | 31.2 | 3.9 | 33.7 |
| 2 # | 14 | 27 | 3.9 | 32.3 | 4.1 | 34.2 |
| 3 # | 10 | 24 | 3.8 | 31.1 | 3.85 | 32.4 |
Visible from table 1, along with the increase of aluminosulfate cement proportioning, initial set, final setting time shorten, and intensity increases afterwards earlier and subtracts, and 3
#The sample strength degradation mainly is that time of coagulation is too fast, causes in the sclerotium bubble more.Three groups of sample initial sets, final setting time are all shorter, the inconvenience construction, but can be used for salvaging fast.
(2) retardant proportioning embodiment
Raw material: low-alkalinity sulphoaluminate cement (425#); Granularity 100 orders of gypsum base composite gelled material, setting accelerator is selected potassium alum for use; Accelerating chemicals selects Quilonum Retard, and retardant selects boric acid.
A gypsum based composite weight proportion of forming:
Fluorgypsum: water-granulated slag: silicate cement: lime: alum
60.9 26.1 8.9 2 2.1
The mixing ratio by weight that gypsum base composite gelled material-aluminosulfate cement composite repair material is formed:
Sample aluminosulfate cement: gypsum base composite gelled material: accelerating chemicals: retardant
4
# 69.95 29.9 0.1 0.05
5
# 69.9 29.9 0.1 0.1
By said ratio, take by weighing raw material, mix, add water and stir, wc 0.3 is pressed GB/T17671-1999 and is measured 12 hours and 24 hours intensity, presses GB/T1346-2001 and tests time of coagulation, and the result sees table 1.
Table 2 retardant proportioning is to the experimental result that influences of Material Physics mechanical property
| Sample | Presetting period min | Final setting time min | Folding strength (12h) MPa | Ultimate compression strength (12h) MPa | Folding strength (24h) MPa | Ultimate compression strength (24h) MPa |
| 4 # | 20 | 32 | 3.8 | 31.2 | 4.1 | 34.5 |
| 5 # | 26 | 39 | 3.7 | 30.4 | 4.3 | 36.3 |
Visible from table 2, along with the increase of the add-on of boric acid, initial set, final setting time prolong.The ultimate compression strength of 12 hours and 24 hours is all more than 30MPa.
(3) aggregate proportion optimization embodiment
Raw material: low-alkalinity sulphoaluminate cement (425#); Granularity 100 orders of gypsum base composite gelled material, setting accelerator is selected potassium alum for use; Accelerating chemicals selects Quilonum Retard, and retardant selects boric acid, and aggregate selects sand and rubble, and used inorganic coagulation material is with the proportioning blended composite gelled material of 5# sample, and the weight proportion of inorganic coagulation material, sand, rubble is:
Sample inorganic coagulation material: sand: rubble
6# 28.6 42.9 28.5
7# 28.6 47.6 23.8
8# 28.6 52.4 19
By said ratio, take by weighing raw material, mix, add water and stir, wc is 0.3, presses GB/T17671-1999 and measures 12 hours and 24 hours intensity, the result sees table 3
Table 3 aggregate proportioning is to the experimental result that influences of the physical and mechanical property of material
| Sample | Folding strength (12h) MPa | Ultimate compression strength (12h) MPa | Folding strength (24h) MPa | Ultimate compression strength (24h) MPa |
| 6 # | 3.2 | 28.9 | 3.3 | 30.3 |
| 7 # | 3.6 | 30.1 | 4.1 | 33.4 |
| 8 # | 3.3 | 28.3 | 3.6 | 30.7 |
Visible from table 3, the year the minimizing of aggregate medium stone and increasing of sand, anti-folding, the ultimate compression strength of 12 hours and 24 hours increase earlier and afterwards subtract 7
#Compressive strength of specimens is more than 30MPa.
Claims (9)
1. the quick servicing materials in concrete road surface of motorway and urban road comprises ash material and aggregate, it is characterized in that the weight proportion=20-40 of ash material and aggregate: 80-60; The weight proportion of said each composition material of ash material is: low-alkalinity sulphoaluminate cement 70%-90%; Gypsum base composite gelled material 10%-30%; Accelerating chemicals 0.5-1.5 ‰, retardant 0.5-1.5 ‰, the weight proportion sum of said each composition material of ash material is 100%;
Said gypsum base composite gelled material is made up of fluorgypsum, active blending material, alkali-activator and setting accelerator, and the weight proportion of each composition material is: fluorgypsum: active blending material: alkali-activator: setting accelerator=55-70: 15-40: 5-15: 1-3;
Said alkali-activator is silicate cement, lime, alkaline residue or carbide slag.
2. the quick servicing materials in concrete road surface of motorway according to claim 1 and urban road is characterized in that fluorgypsum: active blending material: alkali-activator: setting accelerator=70: 39: 9: 2.
3. the quick servicing materials in concrete road surface of motorway according to claim 1 and 2 and urban road is characterized in that, also is added with the lime of 1wt%-3wt%.
4. the quick servicing materials in concrete road surface of motorway according to claim 1 and 2 and urban road; It is characterized in that; Said active admixture is one or more the mixture that is selected from levigate blast-furnace slag, levigate water-granulated slag, the fine-ground fly-ash, granularity >=100 orders.
5.
RootThe quick servicing materials in concrete road surface according to claim 1 or 2 described motorways and urban road is characterized in that said active admixture is levigate slag, granularity>=100 orders.
6. the quick servicing materials in concrete road surface of motorway according to claim 5 and urban road is characterized in that, said levigate slag is levigate red stone slag, granularity >=100 orders.
7. the quick servicing materials in concrete road surface of motorway according to claim 1 and 2 and urban road is characterized in that said setting accelerator is for being selected from Na
2SO
4, K
2SO
4, NaHSO
4, KHSO
4, CuSO
4, FeSO
4, Al
2(SO
4)
3, ZnSO
4, potassium alum, K
2Cr
2O
7In a kind of.
8. the quick servicing materials in concrete road surface of motorway according to claim 1 and 2 and urban road is characterized in that, said accelerating chemicals is Quilonum Retard or water glass or their mixture.
9. the quick servicing materials in concrete road surface of motorway according to claim 1 and 2 and urban road is characterized in that, said retardant is boric acid or Sodium Tetraborate or their mixture.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100437402A CN101585688B (en) | 2009-06-22 | 2009-06-22 | Fast fixing material for highways or city roads cement surfaces |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100437402A CN101585688B (en) | 2009-06-22 | 2009-06-22 | Fast fixing material for highways or city roads cement surfaces |
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|---|---|
| CN101585688A CN101585688A (en) | 2009-11-25 |
| CN101585688B true CN101585688B (en) | 2012-01-25 |
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Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102086113B (en) * | 2009-12-04 | 2013-07-31 | 福建省佳美集团公司 | Cement slurry and method for manufacturing cement handicraft article therefrom |
| CN102491711A (en) * | 2011-12-03 | 2012-06-13 | 山西沁新能源集团股份有限公司 | Mine high-water quick-setting material |
| CN105271866A (en) * | 2015-10-16 | 2016-01-27 | 卓达新材料科技集团威海股份有限公司 | Exciting agent for sulfoaluminate cement as well as preparation method and application method of exciting agent |
| CN106242446A (en) * | 2016-08-15 | 2016-12-21 | 马鞍山十七冶工程科技有限责任公司 | A kind of low alkalinity gel material and preparation method thereof |
| CN107265900B (en) * | 2017-06-19 | 2019-07-23 | 中国建筑材料科学研究总院 | Sulphate aluminium cement complex accelerator strong sulphate aluminium cement early |
| CN109970421A (en) * | 2018-12-12 | 2019-07-05 | 湖南大迈新材科技有限公司 | Exterior wall door and window fast waterproof mending mortar and preparation method thereof |
| CN111622041B (en) * | 2020-06-05 | 2021-12-14 | 交通运输部科学研究院 | Road base layer stabilizing material for strong-chlorine saline soil area and construction method |
| CN115849853A (en) * | 2022-12-16 | 2023-03-28 | 长沙矿山研究院有限责任公司 | Large-doped-amount fluorgypsum-based multielement solid waste filling cementing material and preparation method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1654411A (en) * | 2005-01-21 | 2005-08-17 | 赵若鹏 | Fast repairing concrete material and its use method |
| CN101172833A (en) * | 2007-10-25 | 2008-05-07 | 王力强 | Cement concrete surface renovating material |
-
2009
- 2009-06-22 CN CN2009100437402A patent/CN101585688B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1654411A (en) * | 2005-01-21 | 2005-08-17 | 赵若鹏 | Fast repairing concrete material and its use method |
| CN101172833A (en) * | 2007-10-25 | 2008-05-07 | 王力强 | Cement concrete surface renovating material |
Non-Patent Citations (2)
| Title |
|---|
| JP特开平11-130562A 1999.05.18 |
| 江光炫 等.水泥混凝土路面快速修补技术综述.《华东公路》.2004,(第4期),第72-74页. * |
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