CN102390939A - Concrete interface composite binder - Google Patents
Concrete interface composite binder Download PDFInfo
- Publication number
- CN102390939A CN102390939A CN2011102190914A CN201110219091A CN102390939A CN 102390939 A CN102390939 A CN 102390939A CN 2011102190914 A CN2011102190914 A CN 2011102190914A CN 201110219091 A CN201110219091 A CN 201110219091A CN 102390939 A CN102390939 A CN 102390939A
- Authority
- CN
- China
- Prior art keywords
- concrete
- concrete interface
- binder
- composite binder
- interface
- 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
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to a concrete interface composite binder. The concrete interface composite binder is mainly composed of: silicon powder, fly ash, slag powder, dioctyl phthalate, a low-alkali expanding agent, and methyl cellulose. The concrete interface composite binder provided by the invention has good mechanical properties. When the binder is applied in interface binding of novel and old concrete or mortar, interface tensile strength and shear strength of the novel and old concrete can be improved. Also, the binder is advantaged in easy construction, low price, no toxicity, and no pollution.
Description
Technical field
The present invention relates to a kind of concrete interface compound binding agent, belong to the construction project field.
Background technology
In recent years; Along with process of urbanization, urban-rural integration construction are constantly accelerated, road construction develops rapidly, no matter is new construction; Still adhesion problem that is new to all running in the maintenance and reinforcement of building engineering, old concrete, comprehensive reinforcing of common making or bridge floor like bridge deck; The problem that a series of civil engineering works such as the repairing of Broken Plate of Cement Concrete Pavement all relate to newly, can old concrete integrated; The Mechanics Performance of Adherence of New face has become the weakest in a building structural member aspect, and the road that occurs in the construction work on it, bridge fine fisssure and slit have become a big problem of safety of structure and weather resistance.
A large amount of engineering practice and theoretical analysis result show, influence is new, old concrete agglutinating factor is a lot, but mainly is: New-old concrete shrink differ, the performance of proportioning content, sticker itself etc. becomes Mechanics Performance of Adherence of New quality most important reason.
At present, the weld crete of supplying on the market is various in style, has some defectives in actual use: the one, though bond effect is better, and poor durability; The 2nd, to the bad adaptability of concrete repair face, be prone to cause New-old concrete to be difficult to combine, influence the engineering normal construction.
Summary of the invention
The technical problem that the present invention will solve is to overcome above-mentioned existing defective, and a kind of concrete interface compound binding agent is provided.
The present invention realizes through following technical scheme, it is characterized in that mainly by: its this concrete interface compound binding agent mainly by: silica flour 10%~30%, flyash 5%~20%, slag powders 5%~20%, DOP 10%~15%, low alkali swelling agent 9%~15%, methylcellulose gum 2%~8% are formed.
The fineness of its silica flour is that 0.13 μ m~0.15 μ, loss on ignition are less than 2.0%~3.0%; The flyash water demand ratio is 90%~95%, SiO
2, AL
2O
3, Fe
2O
3Total content should be greater than more than 90%; The specific surface area of slag powders should be greater than 5000cm
2/ g.
Its technological process is: silica flour is ground to 0.13 μ m~0.15 μ m, after, stir by a certain percentage with flyash, slag powders, DOP, low alkali swelling agent, methylcellulose gum and to be mixed evenly, be packaged into bag and get final product.
Embodiment
Get 30% silica flour, it is ground to 0.13 μ m~0.15 μ m, it is 2.0%~3.0% subsequent use that loss on ignition is controlled at; Select 20% flyash, water yield ratio is 90%~95%, SiO
2, AL
2O
3, Fe
2O
3Total content should be greater than more than 90%; 10% slag powders, specific surface area should be greater than 5000cm
2/ g; DOP 15%; Low alkali swelling agent 15%; Methylcellulose gum 10% stirring is mixed even, is packaged into bag and gets final product.
During use, cement consumption is greater than 300kg/m
3, add the concrete interface compound binding agent and blunge to certain denseness by 100:1.5.
This concrete interface compound binding agent has the good mechanical performance, and the interface bonding that is applied to new, old concrete or mortar can improve interface tensile strength and shear strength new, old concrete, and easy construction, low price, nontoxic pollution-free.
Claims (2)
1. concrete interface compound binding agent is characterized in that: this concrete interface compound binding agent mainly by: silica flour 10%~30%, flyash 5%~20%, slag powders 5%~20%, DOP 10%~15%, low alkali swelling agent 9%~15%, methylcellulose gum 2%~8% are formed.
2. according to right 1 described a kind of concrete interface compound binding agent, the fineness of its silica flour is that 0.13 μ m~0.15 μ, loss on ignition are less than 2.0%~3.0%; The flyash water demand ratio is 90%~95%, SiO
2, AL
2O
3, Fe
2O
3Total content should be greater than more than 90%; The specific surface area of slag powders should be greater than 5000cm
2/ g.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011102190914A CN102390939A (en) | 2011-08-02 | 2011-08-02 | Concrete interface composite binder |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011102190914A CN102390939A (en) | 2011-08-02 | 2011-08-02 | Concrete interface composite binder |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102390939A true CN102390939A (en) | 2012-03-28 |
Family
ID=45858348
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011102190914A Pending CN102390939A (en) | 2011-08-02 | 2011-08-02 | Concrete interface composite binder |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102390939A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106832971A (en) * | 2017-02-12 | 2017-06-13 | 何梦玲 | A kind of modified asphalt cement concrete pavement construction method |
CN108275968A (en) * | 2017-12-12 | 2018-07-13 | 广州市佑安土木工程有限公司 | A kind of new-to-old concrete interface binder and preparation method thereof |
CN111851856A (en) * | 2020-07-29 | 2020-10-30 | 襄阳市政建设集团有限公司 | Manufacturing process for preparing foam bamboo fiberboard from waste concrete blocks |
-
2011
- 2011-08-02 CN CN2011102190914A patent/CN102390939A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106832971A (en) * | 2017-02-12 | 2017-06-13 | 何梦玲 | A kind of modified asphalt cement concrete pavement construction method |
CN106832971B (en) * | 2017-02-12 | 2019-04-16 | 华冠达工程有限公司 | A kind of modified asphalt cement concrete pavement construction method |
CN108275968A (en) * | 2017-12-12 | 2018-07-13 | 广州市佑安土木工程有限公司 | A kind of new-to-old concrete interface binder and preparation method thereof |
CN111851856A (en) * | 2020-07-29 | 2020-10-30 | 襄阳市政建设集团有限公司 | Manufacturing process for preparing foam bamboo fiberboard from waste concrete blocks |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105837137A (en) | Composite reinforcing type mortar for rapid repairing | |
CN105669145A (en) | High-strength anti-shrinkage concrete interface treating agent | |
CN101913827A (en) | Waterproof and anti-corrosion repair mortar for polymer cement-based concrete structure | |
CN110423074B (en) | High-thixotropy quick-hardening self-compacting concrete for construction of CRTS III plate type track skylight and preparation method | |
CN102180621A (en) | Polymer modified dry-mixed bonding mortar for bridge reinforcement as well as preparation and construction methods thereof | |
CN107572981A (en) | A kind of concrete repair self-compacting concrete and preparation method thereof | |
CN111003980B (en) | High-ductility waterproof anti-cracking composite mortar and mixing method and construction process thereof | |
CN102643058B (en) | New/old cement concrete interfacial binding agent and construction method for interfacial binding by using same | |
CN108191360A (en) | A kind of fibre cement gravity flowing levelling mortar and preparation method thereof | |
CN107555919B (en) | Bridge grouting material and method for rapidly repairing bridge expansion joint by adopting same | |
CN102850015B (en) | Silica fume surface course repair material | |
CN103833289A (en) | Quick-setting anti-crack polymeric mortar | |
CN102390939A (en) | Concrete interface composite binder | |
CN112479655A (en) | Concrete TWF application system wear-resistant hardening agent | |
CN109809772B (en) | Cement mortar dry-type mixture for quick maintenance of cement pavement | |
CN103755244A (en) | Lightweight high-strength composite cement mortar and preparation method thereof | |
CN111925176A (en) | Novel high-performance ecological artistic cement material and manufacturing method thereof | |
CN114853411B (en) | High-damping full-recycled aggregate concrete ink material for 3D printing and preparation method | |
CN102701695B (en) | Plastering material for building wall body | |
CN113603433B (en) | Shale-doped sleeve grouting material for connecting cement-based steel bars | |
CN113511860B (en) | Emulsified asphalt modified low-resilience shotcrete and preparation method thereof | |
CN104894975A (en) | Roughening method of concrete | |
CN115073054A (en) | High-strength ultrafine additive for shotcrete, preparation method and use method thereof, low-resilience shotcrete and preparation method thereof | |
CN105503100B (en) | A kind of road and bridge engineering reinforcing high performance grouting material and preparation method thereof | |
CN104496354B (en) | A kind of cement-based grouting material and preparation method thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120328 |