CN106542795A - A kind of preparation technology of build concrete - Google Patents
A kind of preparation technology of build concrete Download PDFInfo
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- CN106542795A CN106542795A CN201611002833.7A CN201611002833A CN106542795A CN 106542795 A CN106542795 A CN 106542795A CN 201611002833 A CN201611002833 A CN 201611002833A CN 106542795 A CN106542795 A CN 106542795A
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- preparation technology
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Classifications
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- 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
- C04B28/04—Portland 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
- 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/18—Waste materials; Refuse organic
- C04B18/24—Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork
- C04B18/248—Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork from specific plants, e.g. hemp fibres
-
- 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/18—Waste materials; Refuse organic
- C04B18/24—Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork
- C04B18/26—Wood, e.g. sawdust, wood shavings
-
- 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
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
- C04B22/08—Acids or salts thereof
- C04B22/12—Acids or salts thereof containing halogen in the anion
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
-
- 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
Abstract
The invention belongs to building material field, discloses a kind of preparation technology of build concrete, which comprises the steps：Step 1）Broken, calcining and mixing, step 2）Hydrolysis and stirring, step 3）Crush and ball milling, step 4）Crush and stir, step 5）Mix thoroughly, stand and discharge.Step of preparation process of the present invention is simple, and low raw-material cost has wide range of applications.
Description
Technical field
The invention belongs to building material field, and in particular to a kind of preparation technology of build concrete.
Background technology
Concrete generally refers to make Binder Materials with cement, and sand, masonry gather materials；With water（Additive and admixture can be contained）Press
Certain proportion coordinate, it is agitated obtained by cement concrete, also referred to as normal concrete, it is widely used in civil engineering.Coagulation
Soil is referred to by cementitious matter (organic, inorganic or organo-mineral complexing), granular aggregat, water and needs the chemistry for adding
The compound of additive and mineral admixture by proper proportion mixing, or it is hardened after form compound with heap poly structure
Material (is commonly with Binder Materials, water, fine aggregate, coarse aggregate）, additive and mineral admixture are mixed when needing, by appropriate ratio
Example coordinates.Concrete has abundant raw material, cheap, and the characteristics of simple production process, thus usage amount is increasing.Simultaneously
The features such as concrete also has compression strength height, good endurance, strength grade wide ranges.These features make its use range very
Extensively, not only used in various civil engineerings, it is exactly shipbuilding industry, mechanical industry, the exploitation of ocean, geothermal engineering etc., coagulation
Soil is also important material.
In recent years, agricultural wastes resource had gradually obtained the attention of people, and to which, comprehensive research on utilization is also obtained
Some progress.Its main application for be used as fuel, fertilizer, feed, using bacterium base-material.But the agricultural wastes being utilized every year
Quantity is relatively limited, most of all by centralized burning process, in turn results in serious atmosphere pollution and resource loss, in addition country
Order forbids agricultural wastes to be incinerated, and causes a large amount of agricultural wastes to be deposited in field.
Concrete in hardening process is poured, as the reasons such as chemical shrinkage, shrinkage and drying shrinkage can cause volume contraction.And
And unit cement consumption and water consumption are more, volume of concrete is bigger, and moisture evaporation is faster, then shrink more obvious.Ordinary circumstance
Under, it is 0.04-0.09% per cubic meter of concrete shrinkage value, causes concrete to produce cracking, seepage, steel bar corrosion, prestressing force and damage
The adverse consequences such as mistake.Concrete prepares enterprise while concrete quality is improved, in addition it is also necessary to reduce the cost of material of concrete
And simplify preparation technology.
The content of the invention
Present invention aim to address in prior art concrete preparation technology many defects, through lot of experiments and spy
Rope, reduces cost of material, simplifies preparation technology, and the concrete material for preparing possesses big intensity, light weight and resists
The advantages of freezing corrosion-resistant.
To achieve these goals, technical scheme is in the following way realizing：
A kind of preparation technology of build concrete, which comprises the steps：Step 1）Broken, calcining and mixing, step 2）Water
Solution and stirring, step 3）Crush and ball milling, step 4）Crush and stir, step 5）Mix thoroughly, stand and discharge.
Specifically, the preparation technology comprises the steps：
Step 1）Broken, calcining and mixing：Dolomite is crushed, 600 DEG C of calcining 30min, natural cooling, Ran Houyu is subsequently placed in
Sawdust is according to 2:1 mass ratio is well mixed, and obtains component 1；
Step 2）Hydrolysis and stirring：By in hydrochloric acid solution that the mass fraction that dregs of beans is added to double weight is 30%, 50 are heated to
DEG C, 50 DEG C of stirring hydrolysis 5 hours are maintained, mixing speed is 200rpm, and then addition accounts for the 12 of 1/5th mass parts of dregs of beans
Sodium alkyl benzene sulfonate, stirs, and obtains final product component 2；
Step 3）Crush and ball milling：By lime stone and iron ore according to 2:3 mass ratio is well mixed, and then puts into pulverizer
Particle is ground into, is kept the particle diameter of particle in below 1cm, is then sent to ball mill, be milled to the powder that particle diameter is 30-50 mesh, i.e.,
For component 3；
Step 4）Crush and stir：Broomcorn straw is ground into into broomcorn straw powder, then by broomcorn straw powder, river sand and chlorination
The magnesium aqueous solution mixes, and is stirred 3 minutes with the mixing speed of 500 turns/min, obtains component 4；Wherein, broomcorn straw powder, river sand with
And the mass ratio of magnesium chloride brine is 3:5:10；
Step 5）Mix thoroughly, stand and discharge：By addO-on therapy 2 in component 1, it is uniformly mixed and obtains the first mixture, then
AddO-on therapy 3, is uniformly mixed and obtains the second mixture, addO-on therapy 4, water and normal silicate in the second mixture
Cement, is uniformly mixed, and stands 20 minutes, is then discharged out, obtains final product concrete.
Preferably, the particle diameter of the river sand is 50-100 mesh；The concentration of the magnesium chloride brine is 10wt%；
Preferably, the step 5）In, the mass ratio of component 1, component 2, component 3, component 4, water and Portland cement
For 3-5:1-2:5-8:10-15:3-5:15-26；
Preferably, the Portland cement is No. 42.5 Portland cements.
The beneficial effect that the present invention is obtained is primarily but not limited to the following aspects：
Dolime and sawdust mixing improve the uniformity of concrete pore, and adhesion strength is good, reduces weight concrete, and
And it is effectively utilized discarded object；Stalk agricultural wastes possess the requirement such as antifreeze, freeze proof, impervious, but which are close as water reducer
It is aqueous very strong, expand after water suction, poor adhesion and condensation are slow, and chlorine oxygen magnesium has the work of anticorrosive mildewproof to agricultural wastes
With preventing the serious phenomenon of slow setting in its preparation process, improve the service life of product；Hydrolysis dregs of beans albumen is used as foaming
Agent, with low cost, foaming size aperture excellent in uniform, stability and compatibility it is good；Employ in concrete formulation of the present invention
Substantial amounts of cheap raw material, material combination rationally, greatly reduce the cost of product, and preparation process is simple is feasible, are adapted to scale
Production, is suitably applied the fields such as electric pole, meteorological tower and floor construction body.
Specific embodiment
In order that those skilled in the art more fully understand the technical scheme in the application, have below in conjunction with the application
Body embodiment, is more clearly and completely described to the present invention, it is clear that described embodiment is only the application one
Divide embodiment, rather than the embodiment of whole.Based on the embodiment in the application, those of ordinary skill in the art are not making
The every other embodiment obtained under the premise of creative work, should all belong to the scope of protection of the invention.
Embodiment 1
A kind of preparation technology of build concrete, which comprises the steps：
Step 1）Dolomite is crushed, 600 DEG C of calcining 30min, natural cooling, then with sawdust according to 2 is subsequently placed in:1 matter
Amount ratio is well mixed, and obtains component 1；
Step 2）By in hydrochloric acid solution that the mass fraction that dregs of beans is added to double weight is 30%, 50 DEG C are heated to, maintain 50 DEG C
Stirring hydrolysis 5 hours, mixing speed is 200rpm, and then addition accounts for the DBSA of 1/5th mass parts of dregs of beans
Sodium, stirs, and obtains final product component 2；
Step 3）By lime stone and iron ore according to 2:3 mass ratio is well mixed, and then puts into pulverizer and is ground into particle,
Keep the particle diameter of particle in below 1cm, be then sent to ball mill, be milled to the powder that particle diameter is 30-50 mesh, as component 3；
Step 4）Broomcorn straw is ground into into broomcorn straw powder, then by broomcorn straw powder, river sand（50-100 mesh）And chlorination
The magnesium aqueous solution（10wt%）Mixing, is stirred 3 minutes with the mixing speed of 500 turns/min, obtains component 4；Wherein, broomcorn straw powder,
The mass ratio of river sand and magnesium chloride brine is 3:5:10；
Step 5）By addO-on therapy 2 in component 1, it is uniformly mixed and obtains the first mixture, then addO-on therapy 3, stirring is mixed
Conjunction uniformly obtains the second mixture, addO-on therapy 4, water and No. 42.5 Portland cements in the second mixture, stirring
It is well mixed, stands 20 minutes, be then discharged out, obtain final product concrete；
Wherein, the mass ratio of component 1, component 2, component 3, component 4, water and No. 42.5 Portland cements is 3:1:5:
10:3:15。
Above-mentioned concrete slurry is placed in reinforcing bar mould, is shaped, conserved 2 days, various aspects of performance test is：
Concrete layer thickness is 70mm；
Concrete crushing strength：185.3MPa；
Concrete flexural strength：18.1MPa；
Concrete impermeability：P12 grades are without infiltration height；
Agent on crack resistance of concrete is carbonization：Carbonization detection depth is 0.4mm within 28 days；
Agent on crack resistance of concrete freeze thawing：400 Frozen-thawed cycled massless losses；
5% saline sook 100 days, surface is without loose and peeling.
Embodiment 2
A kind of preparation technology of build concrete, which comprises the steps：
Step 1）Dolomite is crushed, 600 DEG C of calcining 30min, natural cooling, then with sawdust according to 2 is subsequently placed in:1 matter
Amount ratio is well mixed, and obtains component 1；
Step 2）By in hydrochloric acid solution that the mass fraction that dregs of beans is added to double weight is 30%, 50 DEG C are heated to, maintain 50 DEG C
Stirring hydrolysis 5 hours, mixing speed is 200rpm, and then addition accounts for the DBSA of 1/5th mass parts of dregs of beans
Sodium, stirs, and obtains final product component 2；
Step 3）By lime stone and iron ore according to 2:3 mass ratio is well mixed, and then puts into pulverizer and is ground into particle,
Keep the particle diameter of particle in below 1cm, be then sent to ball mill, be milled to the powder that particle diameter is 30-50 mesh, as component 3；
Step 4）Broomcorn straw is ground into into broomcorn straw powder, then by broomcorn straw powder, river sand（50-100 mesh）And chlorination
The magnesium aqueous solution（10wt%）Mixing, is stirred 3 minutes with the mixing speed of 500 turns/min, obtains component 4；Wherein, broomcorn straw powder,
The mass ratio of river sand and magnesium chloride brine is 3:5:10；
Step 5）By addO-on therapy 2 in component 1, it is uniformly mixed and obtains the first mixture, then addO-on therapy 3, stirring is mixed
Conjunction uniformly obtains the second mixture, addO-on therapy 4, water and Portland cement in the second mixture, and stirring mixing is equal
It is even, 20 minutes are stood, is then discharged out, is obtained final product concrete；
Wherein, the mass ratio of component 1, component 2, component 3, component 4, water and Portland cement is 5:2:8:15:5:26.
Above-mentioned concrete slurry is placed in reinforcing bar mould, is shaped, conserved 2 days, various aspects of performance test is：
Concrete layer thickness is 80mm；
Concrete crushing strength：196.5MPa；
Concrete flexural strength：18.7MPa；
Concrete impermeability：P12 grades are without infiltration height；
Agent on crack resistance of concrete is carbonization：Carbonization detection depth is 0.3mm within 28 days；
Agent on crack resistance of concrete freeze thawing：400 Frozen-thawed cycled massless losses；
5% saline sook 100 days, surface is without loose and peeling.
Finally, in addition it is also necessary to it is noted that listed above is only several specific embodiments of the invention.Obviously, this
It is bright to be not limited to above example, there can also be many deformations.One of ordinary skill in the art can be from present disclosure
The all deformations directly derived or associate, are considered as protection scope of the present invention.
Claims (5)
1. a kind of preparation technology of build concrete, which comprises the steps：Step 1）Broken, calcining and mixing, step 2）
Hydrolysis and stirring, step 3）Crush and ball milling, step 4）Crush and stir, step 5）Mix thoroughly, stand and discharge.
2. preparation technology according to claim 1, it is characterised in that the preparation technology comprises the steps：
Step 1）Broken, calcining and mixing：Dolomite is crushed, 600 DEG C of calcining 30min, natural cooling, Ran Houyu is subsequently placed in
Sawdust is according to 2:1 mass ratio is well mixed, and obtains component 1；
Step 2）Hydrolysis and stirring：By in hydrochloric acid solution that the mass fraction that dregs of beans is added to double weight is 30%, 50 are heated to
DEG C, 50 DEG C of stirring hydrolysis 5 hours are maintained, mixing speed is 200rpm, and then addition accounts for the 12 of 1/5th mass parts of dregs of beans
Sodium alkyl benzene sulfonate, stirs, and obtains final product component 2；
Step 3）Crush and ball milling：By lime stone and iron ore according to 2:3 mass ratio is well mixed, and then puts into pulverizer
Particle is ground into, is kept the particle diameter of particle in below 1cm, is then sent to ball mill, be milled to the powder that particle diameter is 30-50 mesh, i.e.,
For component 3；
Step 4）Crush and stir：Broomcorn straw is ground into into broomcorn straw powder, then by broomcorn straw powder, river sand and chlorination
The magnesium aqueous solution mixes, and is stirred 3 minutes with the mixing speed of 500 turns/min, obtains component 4；Wherein, broomcorn straw powder, river sand with
And the mass ratio of magnesium chloride brine is 3:5:10；
Step 5）Mix thoroughly, stand and discharge：By addO-on therapy 2 in component 1, it is uniformly mixed and obtains the first mixture, then
AddO-on therapy 3, is uniformly mixed and obtains the second mixture, addO-on therapy 4, water and normal silicate in the second mixture
Cement, is uniformly mixed, and stands 20 minutes, is then discharged out, obtains final product concrete.
3. preparation technology according to claim 2, it is characterised in that the particle diameter of the river sand is 50-100 mesh.
4. preparation technology according to claim 2, it is characterised in that the step 5）In, component 1, component 2, component 3,
The mass ratio of component 4, water and Portland cement is 3-5:1-2:5-8:10-15:3-5:15-26.
5. preparation technology according to claim 2, it is characterised in that the concentration of the magnesium chloride brine is 10wt%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611002833.7A CN106542795B (en) | 2016-11-15 | 2016-11-15 | A kind of preparation process of build concrete |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611002833.7A CN106542795B (en) | 2016-11-15 | 2016-11-15 | A kind of preparation process of build concrete |
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| Publication Number | Publication Date |
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| CN106542795A true CN106542795A (en) | 2017-03-29 |
| CN106542795B CN106542795B (en) | 2019-01-29 |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104086140A (en) * | 2014-07-26 | 2014-10-08 | 李保国 | Concrete for preparing electric power poles |
| CN104496374A (en) * | 2014-12-08 | 2015-04-08 | 青阳县天工预拌商品砂浆有限公司 | Environmental-friendly inorganic concrete and preparation method thereof |
| CN104529320A (en) * | 2014-12-08 | 2015-04-22 | 青阳县天工预拌商品砂浆有限公司 | Energy-saving type impervious waterproof building concrete and preparation method thereof |
| CN105837109A (en) * | 2016-03-17 | 2016-08-10 | 杭州富阳飞博科技有限公司 | High-strength corrosion-resistant concrete material and application thereof |
-
2016
- 2016-11-15 CN CN201611002833.7A patent/CN106542795B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104086140A (en) * | 2014-07-26 | 2014-10-08 | 李保国 | Concrete for preparing electric power poles |
| CN104496374A (en) * | 2014-12-08 | 2015-04-08 | 青阳县天工预拌商品砂浆有限公司 | Environmental-friendly inorganic concrete and preparation method thereof |
| CN104529320A (en) * | 2014-12-08 | 2015-04-22 | 青阳县天工预拌商品砂浆有限公司 | Energy-saving type impervious waterproof building concrete and preparation method thereof |
| CN105837109A (en) * | 2016-03-17 | 2016-08-10 | 杭州富阳飞博科技有限公司 | High-strength corrosion-resistant concrete material and application thereof |
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| CN106542795B (en) | 2019-01-29 |
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