CN106747219A - A kind of formula for strengthening concrete strength - Google Patents
A kind of formula for strengthening concrete strength Download PDFInfo
- Publication number
- CN106747219A CN106747219A CN201611081860.8A CN201611081860A CN106747219A CN 106747219 A CN106747219 A CN 106747219A CN 201611081860 A CN201611081860 A CN 201611081860A CN 106747219 A CN106747219 A CN 106747219A
- Authority
- CN
- China
- Prior art keywords
- cement
- water
- agent
- formula
- waterglass
- 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.)
- Withdrawn
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
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/10—Clay
- C04B14/106—Kaolin
-
- 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
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/26—Carbonates
- C04B14/28—Carbonates of calcium
-
- 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
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/0076—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials characterised by the grain distribution
- C04B20/008—Micro- or nanosized fillers, e.g. micronised fillers with particle size smaller than that of the hydraulic binder
-
- 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
- C04B28/24—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 alkyl, ammonium or metal silicates; containing silica sols
- C04B28/26—Silicates of the alkali metals
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- Dispersion Chemistry (AREA)
- Nanotechnology (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
A kind of formula for strengthening concrete strength, including cement, fine aggregate, coarse aggregate, miberal powder, reinforcing agent, exciting agent, water reducer, waterglass and water, the cement, fine aggregate, coarse aggregate, miberal powder, reinforcing agent, exciting agent, water reducer, waterglass and water proportioning are 40:10:5:30:7:5:3:13:23.Inventive formulation improves the intensity of mixed mud, expands the range of application of mixed mud, also improves the utilization rate of mixed mud.
Description
Technical field
The present invention relates to building material technical field, and in particular to a kind of formula of reinforcement concrete strength.
Background technology
Concrete is also referred to as concrete, is one of contemporary topmost civil construction project material.It is by cementing material, aggregate and
Water is prepared by a certain percentage, agitated shaping of vibrating, the artificial stone for conserving under certain condition.Concrete has raw material
It is abundant, it is cheap, the characteristics of simple production process, thus make its consumption increasing;Concrete also has pressure resistance simultaneously
Degree is high, and good endurance, strength grade wide ranges are made it be gone out using scope quite varied, not only used in various civil engineerings,
It is exactly shipbuilding industry, mechanical industry, the exploitation of ocean, geothermal engineering etc., concrete is also important material.
The intensity of existing mixed mud is general, and many mixed mud road surfaces shortly occur many problems after use,
There is very big potential safety hazard in the road surface for being.
The content of the invention
The present invention is for the problem in background technology, there is provided a kind of formula of reinforcement concrete strength, improves concrete
Intensity.
To achieve the above object, the technology of the present invention solution is as follows:
A kind of formula for strengthening concrete strength, including cement, fine aggregate, coarse aggregate, miberal powder, reinforcing agent, exciting agent, diminishing
Agent, waterglass and water, the cement, fine aggregate, coarse aggregate, miberal powder, reinforcing agent, exciting agent, water reducer, waterglass and water proportioning
It is 40:10:5:30:7:5:3:13:23.
Preferably, the cement is aluminous cement.
Preferably, the reinforcing agent is the one kind in nano-calcium carbonate and nano kaoline.
Beneficial effect of the present invention:
Inventive formulation improves the intensity of mixed mud, expands the range of application of mixed mud, also improves the utilization of mixed mud
Rate.
Specific embodiment
A kind of formula for strengthening concrete strength, including cement, fine aggregate, coarse aggregate, miberal powder, reinforcing agent, exciting agent, subtract
Aqua, waterglass and water, the cement, fine aggregate, coarse aggregate, miberal powder, reinforcing agent, exciting agent, water reducer, waterglass and water are matched somebody with somebody
Than being 40:10:5:30:7:5:3:13:23.
Inventive formulation improves the intensity of mixed mud, expands the range of application of mixed mud, also improves mixed mud
Utilization rate.
Claims (3)
1. a kind of formula for strengthening concrete strength, including cement, fine aggregate, coarse aggregate, miberal powder, reinforcing agent, exciting agent, diminishing
Agent, waterglass and water, the cement, fine aggregate, coarse aggregate, miberal powder, reinforcing agent, exciting agent, water reducer, waterglass and water proportioning
It is 40:10:5:30:7:5:3:13:23.
It is 2. as claimed in claim 1 to be formulated, it is characterised in that:The cement is aluminous cement.
It is 3. as claimed in claim 1 to be formulated, it is characterised in that:The reinforcing agent is in nano-calcium carbonate and nano kaoline
It is a kind of.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611081860.8A CN106747219A (en) | 2016-11-30 | 2016-11-30 | A kind of formula for strengthening concrete strength |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611081860.8A CN106747219A (en) | 2016-11-30 | 2016-11-30 | A kind of formula for strengthening concrete strength |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106747219A true CN106747219A (en) | 2017-05-31 |
Family
ID=58898159
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201611081860.8A Withdrawn CN106747219A (en) | 2016-11-30 | 2016-11-30 | A kind of formula for strengthening concrete strength |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106747219A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107244942A (en) * | 2017-07-17 | 2017-10-13 | 吴蕴仪 | A kind of environmental protection composite board core of high intensity and preparation method thereof |
CN107902943A (en) * | 2017-11-20 | 2018-04-13 | 湖北工业大学 | Pervious concrete early-strength cementitious matter |
-
2016
- 2016-11-30 CN CN201611081860.8A patent/CN106747219A/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107244942A (en) * | 2017-07-17 | 2017-10-13 | 吴蕴仪 | A kind of environmental protection composite board core of high intensity and preparation method thereof |
CN107902943A (en) * | 2017-11-20 | 2018-04-13 | 湖北工业大学 | Pervious concrete early-strength cementitious matter |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103570286B (en) | Concrete for rehabilitating historic building | |
CN102765889B (en) | Preparation method for tailing barren rock-made high-strength concrete containing coal ash | |
CN104402345A (en) | High fluidization micro expansive high-strength grouting material | |
CN102659373A (en) | High-performance corrosion-resisting concrete pile and preparation method thereof | |
CN104016609B (en) | One kind prepares the addition of ferronickel slag environment-friendly type active mineral material and excites agent method | |
CN105819760B (en) | A kind of ground polymers terrace base material | |
CN106747219A (en) | A kind of formula for strengthening concrete strength | |
CN104211317A (en) | Reinforcing steel bar corrosion inhibiting agent for concrete | |
CN104016606B (en) | A kind of concrete antiseptic agent | |
CN106116377A (en) | A kind of modified form complex cement base grouting material | |
CN106242410A (en) | A kind of high intensity cement for construction in sea brick | |
CN106587859A (en) | Reinforced concrete | |
CN105272076A (en) | Building cement | |
TWI635066B (en) | Non-calcined cementitious compositions, non-calcined concrete compositions, non-calcined concrete and preparation methods thereof | |
CN106630870A (en) | High-strength concrete | |
MX2016007034A (en) | High-strength pozzolanic hydraulic lime, preparation method, and use thereof in mortars and concretes. | |
CN103803838B (en) | A kind of accelerating chemicals | |
CN108249790A (en) | A kind of formula of environmentally friendly cement | |
CN103553419A (en) | Rapid cement hardening agent | |
CN104230291B (en) | Modification basalt strengthens gypsum | |
CN105753356A (en) | Set retarder used for desulphurized building gypsum, and preparation method thereof | |
CN105218141A (en) | A kind of anticracking grout | |
CN106699021A (en) | Concrete | |
CN109836094A (en) | A kind of environment-friendly concrete | |
CN104016604A (en) | Special high-strength artificial sand for cement gel |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
WW01 | Invention patent application withdrawn after publication | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170531 |