CN106517911A - Cement-based repairing material - Google Patents
Cement-based repairing material Download PDFInfo
- Publication number
- CN106517911A CN106517911A CN201610989831.5A CN201610989831A CN106517911A CN 106517911 A CN106517911 A CN 106517911A CN 201610989831 A CN201610989831 A CN 201610989831A CN 106517911 A CN106517911 A CN 106517911A
- Authority
- CN
- China
- Prior art keywords
- cement
- agent
- repairing
- based material
- repairing material
- 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
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
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)
- Road Repair (AREA)
Abstract
The invention discloses a cement-based repairing material. The cement-based repairing material comprises 0.2-0.8% of organic waterproof agents, 0.5-1.5% of inorganic waterproof agents, 0.1-0.5% of complexing agents, 1-5% of emulsion powder, 1-5% of polypropylene fibers, 1-5% of silica fume, 1-5% of calcium hydroxide, 50-70% of cement, 10-30% of ultrafine quartz sand and 0.5-1.5% of water reducing agents. Through selection of the specific components, the phenomenon of early cracking of mortar is reduced.
Description
Technical field
A kind of the present invention relates to cement technology field, more particularly to cement based material for repairing.
Background technology
Cement concrete pavement is widely used in urban road, highway and airfield runway as a kind of high grade pavement
In, it has the advantages that, and rigidity is big, bearing capacity strong, good stability, durability are high.Specified according to specification JTG D40-2011,
The design period of cement concrete pavement is 20-30, but developing rapidly with national economy, and people are to infrastructure
Also more and more higher is required, the volume of traffic for increasingly increasing proposes requirements at the higher level, heavy duty, the phenomenon of overload to cement concrete pavement
Frequently occur, more accelerate the destruction of cement concrete pavement, badly influence the normal service life of cement concrete pavement.
The repeat function of wheel load when airport concrete road surface is directly born takeoff and landing, slides, its imposed load much surpass
Cross, so being more prone to concrete damage.Runway emergency repair must be quick, and this requires runway maintenance
Engineering time is short, after runway maintenance, can open flight at short notice, safe in guarantee repair quality and takeoff and landing
In the case of, aircraft machine suspending time is reduced to greatest extent.
China is quickly repaired to cement concrete pavement using bituminous material perfusion technique early stage, and concrete way is
The bituminous material of fluidised form is filled in the crack of the solidifying soil surface of mud, after bituminous material solidification, closed concrete crack is played
Effect.But which has many drawbacks, such as concrete is different with the intensity of Colophonium, causes load transfer inconsistent, ageing of asphalt speed
Degree is fast, and service life is short etc..
The content of the invention
It is an object of the invention to propose a kind of cement based material for repairing, it is easy to use to enable to cement based material for repairing, repaiies
Mend rapid.
It is that, up to this purpose, the present invention is employed the following technical solutions:
A kind of cement based material for repairing, including:
Organic waterproof agent 0.2-0.8%
Inorganic water-proof agent 0.5-1.5%
Chelating agent 0.1-0.5%
Latex powder 1-5%
Polypropylene fibre 1-5%
Silicon ash 1-5%
Calcium hydroxide 1-5%,
Cement 50-70%
Superfine quartz sand 10-30%
Water reducer 0.5-1.5%.
Organic waterproof agent of the present invention is fatty acid waterproofing agent.
Inorganic water-proof agent of the present invention is inorganic aluminate water-proof agent.
Superfine quartz sand of the present invention, its particle diameter distribution is between 0.075mm-0.6mm.
The present invention reduces the phenomenon of mortar early-age crack by the selection of above-mentioned specific components.
Specific embodiment
Technical scheme is further illustrated below by specific embodiment.
Embodiment 1
A kind of cement based material for repairing, including:
Organic waterproof agent 0.2-0.8%
Inorganic water-proof agent 0.5-1.5%
Chelating agent 0.1-0.5%
Latex powder 1-5%
Polypropylene fibre 1-5%
Silicon ash 1-5%
Calcium hydroxide 1-5%,
Cement 50-70%
Superfine quartz sand 10-30%
Water reducer 0.5-1.5%.
The present invention reduces the phenomenon of mortar early-age crack by the selection of above-mentioned specific components.
Claims (3)
1. a kind of cement based material for repairing, including:
Organic waterproof agent 0.2-0.8%
Inorganic water-proof agent 0.5-1.5%
Chelating agent 0.1-0.5%
Latex powder 1-5%
Polypropylene fibre 1-5%
Silicon ash 1-5%
Calcium hydroxide 1-5%,
Cement 50-70%
Superfine quartz sand 10-30%
Water reducer 0.5-1.5%.
2. cement based material for repairing as claimed in claim 1, it is characterised in that described organic waterproof agent is fatty acid waterproof
Agent.
3. cement based material for repairing as claimed in claim 1, it is characterised in that described inorganic water-proof agent is inorganic aluminate waterproof
Agent.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610989831.5A CN106517911A (en) | 2016-11-10 | 2016-11-10 | Cement-based repairing material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610989831.5A CN106517911A (en) | 2016-11-10 | 2016-11-10 | Cement-based repairing material |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106517911A true CN106517911A (en) | 2017-03-22 |
Family
ID=58350991
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610989831.5A Pending CN106517911A (en) | 2016-11-10 | 2016-11-10 | Cement-based repairing material |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106517911A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102745958A (en) * | 2012-07-02 | 2012-10-24 | 东盟营造工程有限公司 | Rapid repair material for cement concrete airfield pavement |
CN103145396A (en) * | 2013-02-26 | 2013-06-12 | 上海建为建筑修缮工程有限公司 | Multifunctional quick repair material for cement concrete pavements and preparation method thereof |
CN103951359A (en) * | 2014-05-05 | 2014-07-30 | 兰溪市三力建筑材料有限公司 | High performance road rehabilitation king material |
CN104926253A (en) * | 2015-06-03 | 2015-09-23 | 河南汇能路桥科技有限公司 | Pavement/bridge deck concrete fast mending material and application thereof |
CN105669145A (en) * | 2016-01-25 | 2016-06-15 | 湖南省建筑工程集团总公司 | High-strength anti-shrinkage concrete interface treating agent |
-
2016
- 2016-11-10 CN CN201610989831.5A patent/CN106517911A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102745958A (en) * | 2012-07-02 | 2012-10-24 | 东盟营造工程有限公司 | Rapid repair material for cement concrete airfield pavement |
CN103145396A (en) * | 2013-02-26 | 2013-06-12 | 上海建为建筑修缮工程有限公司 | Multifunctional quick repair material for cement concrete pavements and preparation method thereof |
CN103951359A (en) * | 2014-05-05 | 2014-07-30 | 兰溪市三力建筑材料有限公司 | High performance road rehabilitation king material |
CN104926253A (en) * | 2015-06-03 | 2015-09-23 | 河南汇能路桥科技有限公司 | Pavement/bridge deck concrete fast mending material and application thereof |
CN105669145A (en) * | 2016-01-25 | 2016-06-15 | 湖南省建筑工程集团总公司 | High-strength anti-shrinkage concrete interface treating agent |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5939722B1 (en) | Saponification reaction type room temperature asphalt mixture with fiber | |
CN106587885B (en) | Patching material and application for Existing Railway Bridges bridge surface waterproof layer protective layer | |
CN105801048A (en) | Grouting material for repairing surface of airfield runway | |
CN103253893B (en) | Pavement thin layer rapid repair material | |
El-Hassan et al. | Sustainability assessment and physical characterization of pervious concrete pavement made with GGBS | |
CN114014605A (en) | Self-leveling repair mortar powder, self-leveling repair mortar, preparation method and construction process thereof | |
CN104478300A (en) | Small-particle-size modified asphalt mixture thin paving material with high skid resistance | |
CN103232206A (en) | Thin slurry mixture paved on thin-layer cover on ice and snow melting micro-surface and paving method | |
CN103864370B (en) | A kind of slag scrap rubber cast waste sand pavement material and prepare laying method | |
CN102745958B (en) | Rapid repair material for cement concrete airfield pavement | |
CN105133452A (en) | Road three-slag base in-situ cold regeneration construction method | |
Jamshidi et al. | Use of recyclable materials in pavement construction for environmental sustainability | |
CN106517911A (en) | Cement-based repairing material | |
CN206143601U (en) | Anti rut modularization repair structure of asphalt pavement | |
CN112359669A (en) | Road intersection height anti-deformation road surface structure and method | |
CN109384447B (en) | Powder curing agent for temporary road base in open-pit coal mine pit and use method thereof | |
CN104529322A (en) | Iron tailings roller compacted concrete for pavement | |
CN114988788B (en) | Material for repairing pits of asphalt pavement and preparation method thereof | |
CN206052489U (en) | A kind of rubber tire tramcar Flexible Pavement Structure | |
KR100895635B1 (en) | A recircling asphalt concrete for subbase using aggregates of scrapped asphalt concrete | |
CN104594152B (en) | A kind of bituminous paving water paint two-double spray coating method | |
Li et al. | Review of crumb rubber concrete | |
CN113998923A (en) | Asphalt concrete prefabricated part based on solid waste material and preparation method thereof | |
Ryntathiang et al. | Green road approach for the sustainable development in India | |
CN109337387B (en) | Environment-friendly high-viscosity modified emulsified asphalt for cold mixing |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170322 |