CN106242446A - A kind of low alkalinity gel material and preparation method thereof - Google Patents
A kind of low alkalinity gel material and preparation method thereof Download PDFInfo
- Publication number
- CN106242446A CN106242446A CN201610667234.0A CN201610667234A CN106242446A CN 106242446 A CN106242446 A CN 106242446A CN 201610667234 A CN201610667234 A CN 201610667234A CN 106242446 A CN106242446 A CN 106242446A
- Authority
- CN
- China
- Prior art keywords
- gel material
- low alkalinity
- alkalinity gel
- flyash
- desulfurated plaster
- 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
- 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
- C04B28/06—Aluminous cements
- C04B28/065—Calcium aluminosulfate cements, e.g. cements hydrating into ettringite
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)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Processing Of Solid Wastes (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
The invention discloses a kind of low alkalinity gel material and preparation method thereof, following raw material put down according to mass percent formulated: sulphate aluminium cement: 40% ~ 60%;Flyash: 10% ~ 20%;Slag micropowder: 8% ~ 15%;Desulfurated plaster: 3% ~ 8%;Ferrous sulfate: 5% ~ 10%;Silica flour: 2% ~ 5%;Boric acid: 2% ~ 5%;This technology has been dissolved the trade wastes such as flyash, slag micropowder and desulfurated plaster, has widened the utilization ways of solid waste material;This technical matters is simple, it is not necessary to large-scale energy consumption equipment;The pH value of the low alkalinity gel material that this technology obtains is less than 11, and has the mechanical property identical with ordinary cement, has been provided simultaneously with the unexistent biological suitability of versatile material.
Description
Technical field
The present invention relates to building material field, especially a kind of low alkalinity gel material and preparation method thereof.
Background technology
Cement-based gelling material (such as: concrete) is currently used most artificial engineering material, it have pourable,
The good characteristics such as economic, durable, field fabrication.It brings civilization to the mankind, also causes pollution to environment simultaneously.21 century
The developing direction of concrete should be Eco-friendly concrete, and therefore, Binder Materials should break through the model of traditional building material
Enclose, developing ecology environmental friendliness shaped material, walk Sustainable Development Road.
Use eco-concrete can reduce the load to environment, again can be with natural ecosystems coordinated growth, for manpower
Construct comfortable environment.The pH value that low alkalinity gel material requires aquation solidification later continues at the water not affecting plant growing
Flat so that root system of plant can grow in great numbers wherein.Nowadays the method reducing basicity is mainly nature carbonizatin method and envelope alkaline process,
But the former destroys the microstructure within cement, concrete cementing power is caused to be greatly lowered;High score used by the latter
Sub-toxicity of compound is strong, easily decomposes, and construction cost is high, and therefore above method all can not fundamentally overcome inside eco-concrete
The shortcoming that basicity is too high, therefore a kind of low alkalinity gel material and preparation method thereof is proposed.
Summary of the invention
The present invention proposes a kind of low alkalinity gel material and preparation method thereof, regulates and controls glue by ferrous sulfate, boric acid
The basicity of gel material, the concrete for plant growth utilizing this low alkalinity gel material to prepare does not interferes with the normal growth of plant.
In order to solve above-mentioned technical problem, the invention provides following technical scheme:
One low alkalinity gel material of the present invention, is put down formulated by following raw material according to mass percent:
Sulphate aluminium cement 40% ~ 60%
Flyash 10% ~ 20%
Slag micropowder 8% ~ 15%
Desulfurated plaster 3% ~ 8%
Ferrous sulfate 5% ~ 10%
Silica flour 2% ~ 5%
Boric acid 2% ~ 5%
As a preferred technical solution of the present invention, described sulphate aluminium cement specific surface area 400m2/kg.
As a preferred technical solution of the present invention, I grade of flyash of described flyash power plant, fineness is 8.5%, burns
Vector is 3.51%.
As a preferred technical solution of the present invention, described slag micropowder powder loss on ignition 1.77%, levigate after ratio table
Area is 450m2/kg.
As a preferred technical solution of the present invention, described desulfurated plaster free water content 10% ~ 15%, particle mean size
20 μm ~ 50 μm, 200 mesh screen residues 5.2%.
As a preferred technical solution of the present invention, described ferrous sulfate mass percent >=90%.
As a preferred technical solution of the present invention, described silica flour mean diameter is 180nm, SiO2 mass percent
Being 92.1%, specific surface area 21.5m2/g, density is 2.21g/cm3, bulk density 0.21g/cm3.
As a preferred technical solution of the present invention, H3BO3 mass percent >=99.8% in described boric acid, water is not
Molten thing mass percent≤0.005%.
Present invention also offers the preparation method of a kind of low alkalinity gel material, comprise the following steps: take aluminium sulfate water
The 1/4 of shale amount, stirs 10min together with slag micropowder, flyash, desulfurated plaster, silica flour, then adds sulfur in compound
Acid is ferrous and boric acid stirs 20min, the most again the sulphate aluminium cement of remaining 3/4 is joined in blender, stirring
10min, i.e. can get low alkalinity gel material.
The present invention is reached to provide the benefit that:
(1) this technology has been dissolved the trade wastes such as flyash, slag micropowder and desulfurated plaster, has widened the utilization of solid waste material
Approach;
(2) this technical matters is simple, it is not necessary to large-scale energy consumption equipment;
(3) pH value of the low alkalinity gel material that this technology obtains is less than 11, and has the mechanical property identical with ordinary cement
Can, it is provided simultaneously with the unexistent biological suitability of versatile material.
Detailed description of the invention
Hereinafter the preferred embodiments of the present invention are illustrated, it will be appreciated that preferred embodiment described herein is only used
In the description and interpretation present invention, it is not intended to limit the present invention.
Embodiment 1
One low alkalinity gel material of the present invention and preparation method thereof, is formed according to mass percent configuration by following raw material:
Sulphate aluminium cement 40%
Flyash 10%
Slag micropowder 9%
Desulfurated plaster 5%
Ferrous sulfate 9%
Silica flour 2%
Boric acid 3%
Preferably, described sulphate aluminium cement specific surface area 400m2/kg.
Preferably, I grade of flyash of described flyash power plant, fineness is 8.5%, and loss on ignition is 3.51%.
Preferably, described slag micropowder powder loss on ignition 1.77%, levigate after specific surface area be 450m2/kg.
Preferably, described desulfurated plaster free water content 10% ~ 15%, particle mean size 20 μm ~ 50 μm, 200 mesh screen residues
5.2%。
Preferably, described ferrous sulfate mass percent >=90%.
Preferably, described silica flour mean diameter be 180nm, SiO2 mass percent be 92.1%, specific surface area
21.5m2/g, density is 2.21g/cm3, bulk density 0.21g/cm3.
Preferably, H3BO3 mass percent >=99.8% in described boric acid, water-insoluble mass percent≤0.005%.
Its preparation method specifically comprises the following steps that
Take the 1/4 of sulphate aluminium cement quality, stir 10min together with slag micropowder, flyash, desulfurated plaster, silica flour, then
In compound, add ferrous sulfate and boric acid stirring 20min, the sulphate aluminium cement of remaining 3/4 is joined stir the most again
Mix in machine, stir 10min, i.e. can get low alkalinity gel material.
Finally it is noted that the foregoing is only the preferred embodiments of the present invention, it is not limited to the present invention,
Although being described in detail the present invention with reference to previous embodiment, for a person skilled in the art, it still may be used
So that the technical scheme described in foregoing embodiments to be modified, or wherein portion of techniques feature is carried out equivalent.
All within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included in the present invention's
Within protection domain.
Claims (9)
1. a low alkalinity gel material, it is characterised in that put down formulated according to mass percent by following raw material:
Sulphate aluminium cement 40% ~ 60%
Flyash 10% ~ 20%
Slag micropowder 8% ~ 15%
Desulfurated plaster 3% ~ 8%
Ferrous sulfate 5% ~ 10%
Silica flour 2% ~ 5%
Boric acid 2% ~ 5%.
2. according to a kind of low alkalinity gel material described in claims 1, it is characterised in that described sulphate aluminium cement ratio
Surface area 400m2/kg.
3. according to a kind of low alkalinity gel material described in claims 1, it is characterised in that I grade of described flyash power plant
Flyash, fineness is 8.5%, and loss on ignition is 3.51%.
4. according to a kind of low alkalinity gel material described in claims 1, it is characterised in that described slag micropowder powder burns and loses
Amount 1.77%, levigate after specific surface area be 450m2/kg.
5. according to a kind of low alkalinity gel material described in claims 1, it is characterised in that described desulfurated plaster Free water
Content 10% ~ 15%, particle mean size 20 μm ~ 50 μm, 200 mesh screen residues 5.2%.
6. according to a kind of low alkalinity gel material described in claims 1, it is characterised in that described ferrous sulfate quality hundred
Mark >=90%.
7. according to a kind of low alkalinity gel material described in claims 1, it is characterised in that described silica flour mean diameter is
180nm, SiO2 mass percent is 92.1%, specific surface area 21.5m2/g, and density is 2.21g/cm3, bulk density 0.21g/
cm3。
8. according to a kind of low alkalinity gel material described in claims 1, it is characterised in that H3BO3 matter in described boric acid
Amount percent >=99.8%, water-insoluble mass percent≤0.005%.
9. the preparation method of a low alkalinity gel material, it is characterised in that comprise the following steps: take sulphate aluminium cement quality
1/4, stir 10min together with slag micropowder, flyash, desulfurated plaster, silica flour, then in compound, add ferrous sulfate
Stir 20min with boric acid, the most again the sulphate aluminium cement of remaining 3/4 joined in blender, stir 10min,
Obtain low alkalinity gel material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610667234.0A CN106242446A (en) | 2016-08-15 | 2016-08-15 | A kind of low alkalinity gel material and preparation method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610667234.0A CN106242446A (en) | 2016-08-15 | 2016-08-15 | A kind of low alkalinity gel material and preparation method thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106242446A true CN106242446A (en) | 2016-12-21 |
Family
ID=57591959
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610667234.0A Pending CN106242446A (en) | 2016-08-15 | 2016-08-15 | A kind of low alkalinity gel material and preparation method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106242446A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107548949A (en) * | 2017-09-27 | 2018-01-09 | 沈阳建筑大学 | A kind of low alkalinity gel material for concrete for plant growth and preparation method thereof |
CN114656178A (en) * | 2022-03-18 | 2022-06-24 | 中交四航工程研究院有限公司 | Cementing material and application thereof |
CN115504746A (en) * | 2021-06-22 | 2022-12-23 | 国家能源投资集团有限责任公司 | Gelled material composition, gelled material, and preparation method and application thereof |
WO2023207125A1 (en) * | 2022-04-24 | 2023-11-02 | 核工业北京地质研究院 | Low-ph-value cementing material and preparation method therefor |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101585688A (en) * | 2009-06-22 | 2009-11-25 | 长沙归一建材科技有限公司 | Fast fixing material for highways or city roads cement surfaces |
CN101870575A (en) * | 2010-06-13 | 2010-10-27 | 成都威邦科技有限公司 | Hydropower station pressure pipeline grouting construction method and gel material |
CN102936152A (en) * | 2012-11-09 | 2013-02-20 | 中国建筑第八工程局有限公司 | Hole alkalinity restraining method of vegetation concrete |
CN102976672A (en) * | 2012-11-27 | 2013-03-20 | 新疆研科节能科技有限公司 | Low-carbon high-performance concrete auxiliary cementing material |
-
2016
- 2016-08-15 CN CN201610667234.0A patent/CN106242446A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101585688A (en) * | 2009-06-22 | 2009-11-25 | 长沙归一建材科技有限公司 | Fast fixing material for highways or city roads cement surfaces |
CN101870575A (en) * | 2010-06-13 | 2010-10-27 | 成都威邦科技有限公司 | Hydropower station pressure pipeline grouting construction method and gel material |
CN102936152A (en) * | 2012-11-09 | 2013-02-20 | 中国建筑第八工程局有限公司 | Hole alkalinity restraining method of vegetation concrete |
CN102976672A (en) * | 2012-11-27 | 2013-03-20 | 新疆研科节能科技有限公司 | Low-carbon high-performance concrete auxiliary cementing material |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107548949A (en) * | 2017-09-27 | 2018-01-09 | 沈阳建筑大学 | A kind of low alkalinity gel material for concrete for plant growth and preparation method thereof |
CN107548949B (en) * | 2017-09-27 | 2020-10-02 | 沈阳建筑大学 | Low-alkalinity cementing material for plant-growing concrete and preparation method thereof |
CN115504746A (en) * | 2021-06-22 | 2022-12-23 | 国家能源投资集团有限责任公司 | Gelled material composition, gelled material, and preparation method and application thereof |
CN114656178A (en) * | 2022-03-18 | 2022-06-24 | 中交四航工程研究院有限公司 | Cementing material and application thereof |
WO2023207125A1 (en) * | 2022-04-24 | 2023-11-02 | 核工业北京地质研究院 | Low-ph-value cementing material and preparation method therefor |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102363575B (en) | Waste chamotte brick regeneration and utilization method, and concrete doped with waste chamotte brick powder | |
CN103274655A (en) | Solid sulfur ash masonry mortar | |
CN104230243B (en) | A kind of Baking-free and steaming-free tailing brick and preparation method thereof | |
CN101386494A (en) | Composite gelate material and preparation method thereof | |
CN101337777B (en) | Novel low carbon complex cement | |
CN106242446A (en) | A kind of low alkalinity gel material and preparation method thereof | |
CN107311576A (en) | A kind of low alkalinity ecological concrete and preparation method thereof | |
CN103274656A (en) | Solid sulfur ash plastering mortar | |
CN102875071A (en) | Boron slag aerated brick and preparation method thereof | |
CN113754364B (en) | Artificial aggregate based on muck sand washing tail mud and preparation method thereof | |
CN104402270A (en) | High-calcium coal ash cement and preparation method thereof | |
CN102875186B (en) | Fluorite slag aerated brick and preparation method thereof | |
CN110041002A (en) | A kind of levigate rice hull ash base composite blend and its application | |
CN102863160B (en) | Composite solid excitant and salic gelling material prepared by same | |
CN106698982A (en) | Cement clinker and preparation method and application thereof | |
CN102875189A (en) | Phosphorus slag aerated brick and preparation method thereof | |
CN102875074B (en) | Waste cement road slag aerated concrete block and preparation method thereof | |
CN105621909A (en) | Compound doped cement with modified desulfurization ash and rice hull ash | |
CN104743946B (en) | Add the concrete of build concrete binder materials | |
CN108911638B (en) | Ground mortar combined bag and preparation method and using method thereof | |
CN110698122A (en) | Ecological light filler and preparation method thereof | |
CN106478018A (en) | A kind of ecological environment-friendly type nano cement based composites | |
CN106673574A (en) | Non-calcined desulfurized gypsum hydraulic composite gel system | |
CN103553392B (en) | Preparation method of active admixture of copper tailings | |
CN115572086A (en) | Spontaneous combustion coal gangue based geopolymer cementing material and preparation method thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into 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: 20161221 |