CN106587798A - Alkaline basalt fiber concrete - Google Patents
Alkaline basalt fiber concrete Download PDFInfo
- Publication number
- CN106587798A CN106587798A CN201611028672.9A CN201611028672A CN106587798A CN 106587798 A CN106587798 A CN 106587798A CN 201611028672 A CN201611028672 A CN 201611028672A CN 106587798 A CN106587798 A CN 106587798A
- Authority
- CN
- China
- Prior art keywords
- parts
- concrete
- basalt fiber
- basalt
- fiber concrete
- 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.)
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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
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/76—Use at unusual temperatures, e.g. sub-zero
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/76—Use at unusual temperatures, e.g. sub-zero
- C04B2111/763—High temperatures
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- 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)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention belongs to the technical field of manufacturing of basalt composite materials, and relates to manufacturing of alkaline basalt concrete, in particular to the alkaline basalt fiber concrete. The alkaline basalt fiber concrete is characterized by comprising the following components: Portland cement, water, coal ash, mineral powder, gravels, aluminum oxide, basalt fibers, phenolic resin, zirconium oxide, sodium silicate and silicon carbide.
Description
Technical field
The invention belongs to basalt composite material manufacturing technology field, is related to the manufacture of alkali basalt concrete, especially
It is related to a kind of alkali basalt fiber concrete.
Background technology
Concrete can trace back to the ancient age, and the Binder Materials used by it is clay, lime, gypsum, volcanic ash etc..
Occur in that after Portland cement that there is the intensity required for engineering due to the concrete being configured to it from the 20's of 19th century
And durability, and raw material is easy to get, and cost is relatively low, and particularly energy consumption is relatively low, thus purposes is extremely wide（See inorganic gel material
Material）.
20 beginnings of the century, someone has delivered the theories such as the ratio of mud, has tentatively established the theoretical foundation of concrete strength.After,
Light aggregate concrete, air entrained concrete and other concrete are occurred in that in succession, and various concrete admixtures also begin to use.60 years
Since generation, extensively using water reducer, and high efficiency water reducing agent and corresponding chutable concrete have been occurred in that；Macromolecular material enters coagulation
Soil material field, occurs in that polymer concrete；Multiple fiber is used for the fiber concrete of dispersed reinforcement.Modern test technology
Also it is increasingly being applied to the research of concrete material science.
Concrete has various sorting techniques, modal to have following several：
By Binder Materials
1) inorganic coagulation material concrete, inorganic coagulation material concrete includes the siliceous cementitious material concrete of lime (such as silicon
Hydrochlorate concrete), portland cement series concrete is (such as portland cement, ordinary cement, slag cements, pulverized fuel ash cement, fire
Mountain grey matter cement, cement etc.). calcium aluminium cement series concrete is (such as alumina cement, fine aluminium acid salt cement, injection
Cement, ultra-quick cement concrete etc.), plaster concrete, magnesium cement concrete, sulphur concrete, waterglass prodan
Concrete, betonanc (replace cement to make cementing material with metal>Deng.
2) organic cementing material concrete.Organic cementing material concrete mainly has bituminous concrete and polymer cement mixed
Solidifying soil, resin concrete, polymer impregnated concrete etc..Additionally, inorganic and organic composite colloidal materials concrete, may be used also
With point polymer cement concrete and polymer volume indigo concrete.
By apparent density
Concrete is divided into according to the big I of apparent density：Loaded concrete, normal concrete, lightweight concrete.These three coagulations
Native difference is exactly the difference of aggregate.
Loaded concrete is apparent density more than 2500 kilograms/cubic metre, with it is especially closely knit and especially weigh gather materials made by.
Such as baryte, steel cuttings concrete, they have impermeable x-ray and gamma-ray performance；Often by barite and iron ore
Stone is formulated.
Normal concrete is the concrete that we commonly use under construction, and apparent density is 1950～2500Kg/ cubic meters,
Mainly it is formulated mainly to gather materials with sand, stone, is concrete species the most frequently used in civil engineering.
Lightweight concrete is concrete of the apparent density less than 1950 kilograms/cubic metre.It can be divided three classes again：
1. light aggregate concrete, its apparent density includes float stone, scoria, pottery in 800～1950 kilograms/cubic metre, light-weight aggregate
Grain, expanded perlite, expanded slag, slag etc..
2. sky concrete more than（Foam concrete, air entrained concrete）, its apparent density is 300～1000 kilograms/cubic metre.
Foam concrete is by made by cement mortar or cement mortar are with stable foam.Air entrained concrete is by cement, water and gets angry
Made by agent.
3. coarse porous concrete（Common coarse porous concrete, lightweight aggregate coarse porous concrete）, without fine aggregate in its composition.It is common big
The apparent density scope of hole concrete is 1500～1900 kilograms/cubic metre, is to make preparation of gathering materials with rubble, soft rock, dry slag
's.The apparent density of lightweight aggregate coarse porous concrete is 500～1500 kilograms/cubic metre, is with haydite, float stone, brickbat, slag etc.
As preparation of gathering materials.
Although the intensity of concrete is very high in prior art, still can not expire in the case of some bad weathers
Foot requires that remaining unchanged such as in the case of high and cold or very hot is susceptible to quality problems.
The content of the invention
In order to solve the problems of the prior art, the invention provides a kind of alkali basalt fiber concrete.
A kind of alkali basalt fiber concrete, its feature includes：Concrete includes following components：Portland cement, water,
Flyash, breeze, rubble, aluminum oxide, basalt fibre, phenolic resin, zirconium oxide, sodium metasilicate and carborundum.
A kind of described alkali basalt fiber concrete, is characterized in：The weight portion of concrete each component is:
Portland cement 600-800 parts
Water 450-650 parts
Flyash 150-350 parts
Breeze 150-350 parts
Rubble 800-1100 parts
Aluminum oxide 200-250 parts
Basalt fibre 50-100 parts
Phenolic resin 20-35 parts
Zirconium oxide 5-10 parts
Sodium metasilicate 15-20 parts
Carborundum 10-15 parts.
A kind of described alkali basalt fiber concrete, is characterized in：The weight portion of concrete each component is:
800 parts of portland cement
650 parts of water
350 parts of flyash
350 parts of breeze
1100 parts of rubble
250 parts of aluminum oxide
100 parts of basalt fibre
35 parts of phenolic resin
10 parts of zirconium oxide
20 parts of sodium metasilicate
15 parts of carborundum.
A kind of described alkali basalt fiber concrete, is characterized in：The weight portion of concrete each component is:
600 parts of portland cement
450 parts of water
150 parts of flyash
150 parts of breeze
800 parts of rubble
200 parts of aluminum oxide
50 parts of basalt fibre
20 parts of phenolic resin
5 parts of zirconium oxide
15 parts of sodium metasilicate
10 parts of carborundum.
Specific embodiment
Embodiment 1
A kind of alkali basalt fiber concrete, its feature includes：Concrete includes following components：Portland cement, water, fine coal
Ash, breeze, rubble, aluminum oxide, basalt fibre, phenolic resin, zirconium oxide, sodium metasilicate and carborundum.
A kind of described alkali basalt fiber concrete, is characterized in：The weight portion of concrete each component is:
Portland cement 600-800 parts
Water 450-650 parts
Flyash 150-350 parts
Breeze 150-350 parts
Rubble 800-1100 parts
Aluminum oxide 200-250 parts
Basalt fibre 50-100 parts
Phenolic resin 20-35 parts
Zirconium oxide 5-10 parts
Sodium metasilicate 15-20 parts
Carborundum 10-15 parts.
Embodiment 2
A kind of described alkali basalt fiber concrete, is characterized in：The weight portion of concrete each component is:
600 parts of portland cement
450 parts of water
150 parts of flyash
150 parts of breeze
800 parts of rubble
250 parts of aluminum oxide
100 parts of basalt fibre
35 parts of phenolic resin
10 parts of zirconium oxide
20 parts of sodium metasilicate
15 parts of carborundum.
Embodiment 3
A kind of described alkali basalt fiber concrete, is characterized in：The weight portion of concrete each component is:
800 parts of portland cement
650 parts of water
350 parts of flyash
350 parts of breeze
1100 parts of rubble
250 parts of aluminum oxide
100 parts of basalt fibre
35 parts of phenolic resin
10 parts of zirconium oxide
20 parts of sodium metasilicate
15 parts of carborundum.
A kind of described alkali basalt fiber concrete, is characterized in：The weight portion of concrete each component is:
200 parts of aluminum oxide
50 parts of basalt fibre
20 parts of phenolic resin
5 parts of zirconium oxide
15 parts of sodium metasilicate
10 parts of carborundum.
Claims (4)
1. a kind of alkali basalt fiber concrete, its feature includes：Concrete includes following components：Portland cement, water, powder
Coal ash, breeze, rubble, aluminum oxide, basalt fibre, phenolic resin, zirconium oxide, sodium metasilicate and carborundum.
2. a kind of alkali basalt fiber concrete according to claim 1, is characterized in：The weight of concrete each component
Part it is:
Portland cement 600-800 parts
Water 450-650 parts
Flyash 150-350 parts
Breeze 150-350 parts
Rubble 800-1100 parts
Aluminum oxide 200-250 parts
Basalt fibre 50-100 parts
Phenolic resin 20-35 parts
Zirconium oxide 5-10 parts
Sodium metasilicate 15-20 parts
Carborundum 10-15 parts.
3. a kind of alkali basalt fiber concrete according to claim 1, is characterized in：The weight of concrete each component
Measuring part is:
600 parts of portland cement
450 parts of water
150 parts of flyash
150 parts of breeze
800 parts of rubble
250 parts of aluminum oxide
100 parts of basalt fibre
35 parts of phenolic resin
10 parts of zirconium oxide
20 parts of sodium metasilicate
15 parts of carborundum.
4. a kind of alkali basalt fiber concrete according to claim 1, is characterized in：The weight of concrete each component
Measuring part is:
800 parts of portland cement
650 parts of water
350 parts of flyash
350 parts of breeze
1100 parts of rubble
200 parts of aluminum oxide
50 parts of basalt fibre
20 parts of phenolic resin
5 parts of zirconium oxide
15 parts of sodium metasilicate
10 parts of carborundum.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611028672.9A CN106587798A (en) | 2016-11-22 | 2016-11-22 | Alkaline basalt fiber concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611028672.9A CN106587798A (en) | 2016-11-22 | 2016-11-22 | Alkaline basalt fiber concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106587798A true CN106587798A (en) | 2017-04-26 |
Family
ID=58591533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611028672.9A Pending CN106587798A (en) | 2016-11-22 | 2016-11-22 | Alkaline basalt fiber concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106587798A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158850A (en) * | 2019-06-11 | 2019-08-23 | 江苏德丰建设集团有限公司 | Assembled light concrete self-insulating combined wall board and preparation method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102887716A (en) * | 2012-10-11 | 2013-01-23 | 云南铜业股份有限公司 | Self-compaction refractory concrete |
| CN102976779A (en) * | 2012-12-10 | 2013-03-20 | 大连创达技术交易市场有限公司 | High-strength refractory concrete |
| CN104045272A (en) * | 2014-04-30 | 2014-09-17 | 枞阳县天筑新型建筑材料有限公司 | Fire-resistant high-strength concrete and preparation method |
| CN104446227A (en) * | 2014-12-23 | 2015-03-25 | 苏州万盛混凝土有限公司 | Concrete with high fire resistance |
| CN105967698A (en) * | 2016-05-05 | 2016-09-28 | 四川航天五源复合材料有限公司 | Alkali basalt fiber refractory material |
-
2016
- 2016-11-22 CN CN201611028672.9A patent/CN106587798A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102887716A (en) * | 2012-10-11 | 2013-01-23 | 云南铜业股份有限公司 | Self-compaction refractory concrete |
| CN102976779A (en) * | 2012-12-10 | 2013-03-20 | 大连创达技术交易市场有限公司 | High-strength refractory concrete |
| CN104045272A (en) * | 2014-04-30 | 2014-09-17 | 枞阳县天筑新型建筑材料有限公司 | Fire-resistant high-strength concrete and preparation method |
| CN104446227A (en) * | 2014-12-23 | 2015-03-25 | 苏州万盛混凝土有限公司 | Concrete with high fire resistance |
| CN105967698A (en) * | 2016-05-05 | 2016-09-28 | 四川航天五源复合材料有限公司 | Alkali basalt fiber refractory material |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158850A (en) * | 2019-06-11 | 2019-08-23 | 江苏德丰建设集团有限公司 | Assembled light concrete self-insulating combined wall board and preparation method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170426 |