CN101717234A - Quick patching material for cement concrete pavement - Google Patents
Quick patching material for cement concrete pavement Download PDFInfo
- Publication number
- CN101717234A CN101717234A CN200910155134A CN200910155134A CN101717234A CN 101717234 A CN101717234 A CN 101717234A CN 200910155134 A CN200910155134 A CN 200910155134A CN 200910155134 A CN200910155134 A CN 200910155134A CN 101717234 A CN101717234 A CN 101717234A
- Authority
- CN
- China
- Prior art keywords
- weight parts
- patching material
- cement concrete
- concrete pavement
- parts
- 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.)
- Granted
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a quick patching material for a cement concrete pavement, which is prepared from the following components in parts by weight: 500-700 parts of slag powder, 300-500 parts of soluble glass, 120-180 parts of sodium fluosilicate, 50-100 parts of desulfurized gypsum, 0.1-0.3 part of rosin soap, 400-600 parts of recycled concrete fine aggregate and 600-800 parts of recycled concrete coarse aggregate. The quick patching material for the cement concrete pavement of the invention has the advantages of high early strength, high speed of patching the damaged parts of the cement concrete pavement, full utilization of the desulfurized gypsum, the slag powder and other industrial wastes and damaged cement concrete pavement slabs, reduction of the production cost, and little influence on peripheral traffic and the environment in the process of patching the pavement.
Description
Technical field
The invention belongs to concrete field, be specifically related to a kind of quick patching material for cement concrete pavement.
Background technology
Along with urban transportation facility construction process is accelerated, various concrete structures are more and more, and particularly the mileage of cement concrete pavement is more and more longer.But along with the rapid increase of urban traffic amount, many concrete road surfaces were damaged prematurely, therefore, had had a strong impact on the service efficiency of traffic facilities, for traffic trip also brings great inconvenience in recent years.
At present, adopt common concrete patching material that the road surface of breakage is repaired, generally want maintenance just can be open to traffic in many days, can have a strong impact on peripheral traffic like this; On the other hand, available coagulation soil surface patching material adopts the higher relatively Industrial materials of price as raw material more, the production cost height; Therefore, be badly in need of providing a kind of and can improve Cement Concrete Pavement Reconstruction material early strength, ahead of time open to traffic and the low quick patching material for cement concrete pavement of production cost.
Summary of the invention
The technical problem to be solved in the present invention is the above-mentioned deficiency at prior art, a kind of early strength height is provided, the damaged repairing speed of cement concrete pavement is fast, can make full use of trade waste and damaged Cement Concrete Pavement Slab such as desulfurated plaster, slag powders, reduce production costs, and in the pavement patching process quick patching material for cement concrete pavement little to the influence degree of peripheral traffic and environment.
In order to solve the problems of the technologies described above, technical scheme of the present invention is: a kind of slag powders that makes full use of, as the quick patching material for cement concrete pavement that gathers materials, this patching material is prepared from by each component of following weight part desulfurated plaster: slag powders 500~700 weight parts as gelling material and discarded concrete, water glass 300~500 weight parts, Sodium Silicofluoride 120~180 weight parts, desulfurated plaster 50~100 weight parts, rosined soap 0.1~0.3 weight part, regeneration concrete fine aggregate 400~600 weight parts, regeneration concrete coarse aggregate 600~800 weight parts.
As further preferred, Cement Concrete Pavement Reconstruction material of the present invention, this patching material is prepared from by each component of following weight part: slag powders 550~650 weight parts, water glass 350~450 weight parts, Sodium Silicofluoride 140~160 weight parts, desulfurated plaster 70~90 weight parts, rosined soap 0.15~0.25 weight part, regeneration concrete fine aggregate 450~550 weight parts, regeneration concrete coarse aggregate 650~750 weight parts.
As most preferably, Cement Concrete Pavement Reconstruction material of the present invention, this patching material is prepared from by each component of following weight part: slag powders 600 weight parts, water glass 400 weight parts, Sodium Silicofluoride 150 weight parts, desulfurated plaster 80 weight parts, rosined soap 0.2 weight part, regeneration concrete fine aggregate 500 weight parts, regeneration concrete coarse aggregate 700 weight parts.
The specific surface area of above-mentioned slag powders is not less than 400m
2/ kg.
Above-mentioned water glass is that water glass (being commonly called as: water glass or bubble flower alkali), potassium silicate (are commonly called as: a kind of potash water glass).
Above-mentioned water glass, the modulus of potassium silicate are all greater than 2.4.
Above-mentioned water glass, the degree Beaume of potassium silicate are all greater than 50 ° of B é.
Above-mentioned regeneration concrete fine aggregate particle diameter is 0.63~5mm.
Above-mentioned regeneration concrete coarse aggregate grain size 5~25mm, this regeneration concrete crushing coarse aggregates value is less than 25%.
Above-mentioned regeneration concrete fine aggregate and regeneration concrete coarse aggregate all adopt existing routine techniques preparation and get.
Advantage of the present invention and beneficial effect:
1. quick patching material for cement concrete pavement of the present invention has the early strength height, and the damaged pavement patching speed of cement concrete is fast, just can realize that the road is clear in the short period of time, for good traffic is provided convenience advantages such as favorable working performance; And quick patching material for cement concrete pavement of the present invention mainly utilizes gathering materials as component after trade wastes such as desulfurated plaster, slag powders and the damaged concrete flag fragmentation, this is one and utilizes solid waste, improves the effective way of environmental pollution and raising road passage capability.
2. the present invention adopts slag powders, desulfurated plaster and damaged concrete flag are prepared quick patching material for cement concrete pavement as starting material, have made full use of waste material, do not use the higher relatively cement of price in the conventional formulation as raw material, therefore, reduced production cost.
Embodiment
Below in conjunction with embodiment the present invention is described in further detail, but the present invention is not limited only to this.
Embodiment 1
Take by weighing slag powders 500 weight parts, water glass 500 weight parts, Sodium Silicofluoride 160 weight parts, desulfurated plaster 50 weight parts, rosined soap 0.15 weight part, regeneration concrete fine aggregate 400 weight parts, regeneration concrete coarse aggregate 600 weight parts are with the mixed quick patching material for cement concrete pavement that evenly promptly gets of above-mentioned each component.
The technical indicator of quick patching material for cement concrete pavement: 24 hours ultimate compression strength 25MPa, 24 hours folding strength 3.8MPa, mortar degree of mobilization 210mm.
Embodiment 2
Weighing slag powders 700 weight parts, water glass 300 weight parts, Sodium Silicofluoride 140 weight parts, desulfurated plaster 100 weight parts, rosined soap 0.25 weight part, regeneration concrete fine aggregate 500 weight parts, regeneration concrete coarse aggregate 600 weight parts are with the mixed quick patching material for cement concrete pavement that evenly promptly gets of above-mentioned each component.
The technical indicator of quick patching material for cement concrete pavement: 24 hours ultimate compression strength 28MPa, 24 hours folding strength 3.4MPa, mortar degree of mobilization 140mm.
Embodiment 3
Weighing slag powders 600 weight parts, water glass 400 weight parts, Sodium Silicofluoride 150 weight parts, desulfurated plaster 80 weight parts, rosined soap 0.2 weight part, regeneration concrete fine aggregate 450 weight parts, regeneration concrete coarse aggregate 700 weight parts are with the mixed quick patching material for cement concrete pavement that evenly promptly gets of above-mentioned each component.
The technical indicator of quick patching material for cement concrete pavement: 24 hours ultimate compression strength 26MPa, 24 hours folding strength 4.1MPa, mortar degree of mobilization 180mm.
Embodiment 4
Weighing slag powders 600 weight parts, water glass 400 weight parts, Sodium Silicofluoride 150 weight parts, desulfurated plaster 80 weight parts, rosined soap 0.2 weight part, regeneration concrete fine aggregate 500 weight parts, regeneration concrete coarse aggregate 700 weight parts are with the mixed quick patching material for cement concrete pavement that evenly promptly gets of above-mentioned each component.
The technical indicator of quick patching material for cement concrete pavement: 24 hours ultimate compression strength 23MPa, 24 hours folding strength 4.0MPa, mortar degree of mobilization 160mm.
Claims (10)
1. quick patching material for cement concrete pavement, it is characterized in that: this patching material is prepared from by each component of following weight part: slag powders 500~700 weight parts, water glass 300~500 weight parts, Sodium Silicofluoride 120~180 weight parts, desulfurated plaster 50~100 weight parts, rosined soap 0.1~0.3 weight part, regeneration concrete fine aggregate 400~600 weight parts, regeneration concrete coarse aggregate 600~800 weight parts.
2. quick patching material for cement concrete pavement according to claim 1 is characterized in that: this patching material is prepared from by each component of following weight part: slag powders 550~650 weight parts, water glass 350~450 weight parts, Sodium Silicofluoride 140~160 weight parts, desulfurated plaster 70~90 weight parts, rosined soap 0.15~0.25 weight part, regeneration concrete fine aggregate 450~550 weight parts, regeneration concrete coarse aggregate 650~750 weight parts.
3. quick patching material for cement concrete pavement according to claim 2 is characterized in that: this patching material is prepared from by each component of following weight part: slag powders 600 weight parts, water glass 400 weight parts, Sodium Silicofluoride 150 weight parts, desulfurated plaster 80 weight parts, rosined soap 0.2 weight part, regeneration concrete fine aggregate 500 weight parts, regeneration concrete coarse aggregate 700 weight parts.
4. according to claim 1 or 2 or 3 described quick patching material for cement concrete pavement, it is characterized in that: the specific surface area of described slag powders is not less than 400m
2/ kg.
5. according to claim 1 or 2 or 3 described quick patching material for cement concrete pavement, it is characterized in that: described water glass is a kind of in water glass, the potassium silicate.
6. quick patching material for cement concrete pavement according to claim 5 is characterized in that: the modulus of described water glass, potassium silicate is all greater than 2.4.
7. quick patching material for cement concrete pavement according to claim 5 is characterized in that: the degree Beaume of described water glass, potassium silicate is all greater than 50 ° of B é.
8. according to claim 1 or 2 or 3 described quick patching material for cement concrete pavement, it is characterized in that: described regeneration concrete fine aggregate particle diameter is 0.63~5mm.
9. according to claim 1 or 2 or 3 described quick patching material for cement concrete pavement, it is characterized in that: described regeneration concrete coarse aggregate grain size 5~25mm.
10. quick patching material for cement concrete pavement according to claim 9 is characterized in that: described regeneration concrete crushing coarse aggregates value is less than 25%.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200910155134XA CN101717234B (en) | 2009-12-01 | 2009-12-01 | Quick patching material for cement concrete pavement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200910155134XA CN101717234B (en) | 2009-12-01 | 2009-12-01 | Quick patching material for cement concrete pavement |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101717234A true CN101717234A (en) | 2010-06-02 |
CN101717234B CN101717234B (en) | 2012-03-07 |
Family
ID=42431881
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN200910155134XA Expired - Fee Related CN101717234B (en) | 2009-12-01 | 2009-12-01 | Quick patching material for cement concrete pavement |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101717234B (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103214893A (en) * | 2013-04-07 | 2013-07-24 | 浙江大学宁波理工学院 | Phase-change thermal insulation putty |
CN103360001A (en) * | 2013-07-10 | 2013-10-23 | 中交公路养护工程技术有限公司 | Fast hardening early strength concrete for overall width repair of cement concrete pavement |
CN106495585A (en) * | 2016-10-26 | 2017-03-15 | 中国地质大学(武汉) | Geo-polymer based heavy-load paving material and preparation method thereof |
CN115594476A (en) * | 2022-10-12 | 2023-01-13 | 北科蕴宏环保科技(北京)有限公司(Cn) | Cement-free high-performance concrete repair material and preparation method thereof |
-
2009
- 2009-12-01 CN CN200910155134XA patent/CN101717234B/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103214893A (en) * | 2013-04-07 | 2013-07-24 | 浙江大学宁波理工学院 | Phase-change thermal insulation putty |
CN103214893B (en) * | 2013-04-07 | 2015-04-08 | 浙江大学宁波理工学院 | Phase-change thermal insulation putty |
CN103360001A (en) * | 2013-07-10 | 2013-10-23 | 中交公路养护工程技术有限公司 | Fast hardening early strength concrete for overall width repair of cement concrete pavement |
CN103360001B (en) * | 2013-07-10 | 2015-08-26 | 中交公路养护工程技术有限公司 | The complete thick formula repairing high-early-strength type concrete of cement concrete pavement |
CN106495585A (en) * | 2016-10-26 | 2017-03-15 | 中国地质大学(武汉) | Geo-polymer based heavy-load paving material and preparation method thereof |
CN115594476A (en) * | 2022-10-12 | 2023-01-13 | 北科蕴宏环保科技(北京)有限公司(Cn) | Cement-free high-performance concrete repair material and preparation method thereof |
CN115594476B (en) * | 2022-10-12 | 2023-09-05 | 北科蕴宏环保科技(北京)有限公司 | Cement-free high-performance concrete repair material and preparation method thereof |
Also Published As
Publication number | Publication date |
---|---|
CN101717234B (en) | 2012-03-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102390943B (en) | Magnesium phosphate cement prepared by using magnesium oxide byproduct in process of extracting lithium carbonate from salt lake | |
CN101734895B (en) | Process for producing regenerated building waste autoclaved brick | |
CN112250381B (en) | High-strength high-crack-resistance abrasion-resistant concrete and preparation method thereof | |
CN101570417A (en) | Recycled fine aggregate building heat insulation mortar and preparation method thereof | |
CN101628791A (en) | Geopolymer gel material for rush repairs and rush constructions | |
CN101857411B (en) | Method for preparing baking-free bricks from high soil content construction waste | |
CN104478325A (en) | C90-grade self-compaction high-strength concrete and preparation method thereof | |
CN102363575A (en) | Waste chamotte brick regeneration and utilization method, and concrete doped with waste chamotte brick powder | |
CN104119043A (en) | Road paving material taking building waste as main material and preparation method of road paving material | |
CN106587885B (en) | Patching material and application for Existing Railway Bridges bridge surface waterproof layer protective layer | |
CN105585261B (en) | Geopolymer pervious concrete material, preparation method and application | |
CN101717234B (en) | Quick patching material for cement concrete pavement | |
CN103524086A (en) | Crack-resistant cement concrete | |
CN104086131A (en) | Road paving material prepared by compounding building rubbish and limestone flour and preparation method of road paving material | |
CN104261741A (en) | Waste concrete geopolymer road base material | |
CN103086619A (en) | Method for preparing construction waste micro-powder composite admixture | |
CN111039604A (en) | Coal gangue powder-based grouting material for road surface void and preparation method thereof | |
CN109455998A (en) | A kind of manufacture craft of steel pipe fiber seif-citing rate regenerated aggregate concrete column | |
CN104310880A (en) | Method for improving freeze-thaw resistance of concrete by using waste incineration fly ash pre-treated by washing | |
CN104355574A (en) | Road paving material manufactured by construction wastes and fly ash and manufacturing method thereof | |
CN102229484A (en) | Method for manufacturing tubular pile by adopting pump concrete | |
KR101544494B1 (en) | Manufacturing method of recycled aggregate improved water absorption by coating alkali-activated binder | |
CN102807341B (en) | Ecotype full-regeneration rapid repair concrete | |
CN113636802A (en) | Ultrahigh-performance concrete and preparation method thereof | |
CN102690069A (en) | Regeneration method taking construction wastes as cement raw materials |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120307 Termination date: 20141201 |
|
EXPY | Termination of patent right or utility model |