CN109180197A - Resistance to compression construction material and preparation method thereof - Google Patents
Resistance to compression construction material and preparation method thereof Download PDFInfo
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- CN109180197A CN109180197A CN201811024751.1A CN201811024751A CN109180197A CN 109180197 A CN109180197 A CN 109180197A CN 201811024751 A CN201811024751 A CN 201811024751A CN 109180197 A CN109180197 A CN 109180197A
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- resistance
- construction material
- compression
- compression construction
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- 239000004035 construction material Substances 0.000 title claims abstract description 29
- 230000006835 compression Effects 0.000 title claims abstract description 28
- 238000007906 compression Methods 0.000 title claims abstract description 28
- 238000002360 preparation method Methods 0.000 title claims abstract description 10
- ZWEHNKRNPOVVGH-UHFFFAOYSA-N 2-Butanone Chemical compound CCC(C)=O ZWEHNKRNPOVVGH-UHFFFAOYSA-N 0.000 claims abstract description 27
- MCMNRKCIXSYSNV-UHFFFAOYSA-N Zirconium dioxide Chemical compound O=[Zr]=O MCMNRKCIXSYSNV-UHFFFAOYSA-N 0.000 claims abstract description 26
- 239000004575 stone Substances 0.000 claims abstract description 17
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 claims abstract description 13
- 241000923606 Schistes Species 0.000 claims abstract description 13
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims abstract description 13
- 229940036811 bone meal Drugs 0.000 claims abstract description 13
- 239000002374 bone meal Substances 0.000 claims abstract description 13
- 229910001919 chlorite Inorganic materials 0.000 claims abstract description 13
- 229910052619 chlorite group Inorganic materials 0.000 claims abstract description 13
- QBWCMBCROVPCKQ-UHFFFAOYSA-N chlorous acid Chemical compound OCl=O QBWCMBCROVPCKQ-UHFFFAOYSA-N 0.000 claims abstract description 13
- 229910052804 chromium Inorganic materials 0.000 claims abstract description 13
- 239000011651 chromium Substances 0.000 claims abstract description 13
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 claims abstract description 13
- 239000001095 magnesium carbonate Substances 0.000 claims abstract description 13
- 229910000021 magnesium carbonate Inorganic materials 0.000 claims abstract description 13
- 235000014380 magnesium carbonate Nutrition 0.000 claims abstract description 13
- 239000002689 soil Substances 0.000 claims abstract description 13
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims abstract description 9
- CBOCVOKPQGJKKJ-UHFFFAOYSA-L Calcium formate Chemical compound [Ca+2].[O-]C=O.[O-]C=O CBOCVOKPQGJKKJ-UHFFFAOYSA-L 0.000 claims abstract description 9
- 239000002202 Polyethylene glycol Substances 0.000 claims abstract description 9
- 229910002113 barium titanate Inorganic materials 0.000 claims abstract description 9
- JRPBQTZRNDNNOP-UHFFFAOYSA-N barium titanate Chemical compound [Ba+2].[Ba+2].[O-][Ti]([O-])([O-])[O-] JRPBQTZRNDNNOP-UHFFFAOYSA-N 0.000 claims abstract description 9
- 229910001593 boehmite Inorganic materials 0.000 claims abstract description 9
- 229910052791 calcium Inorganic materials 0.000 claims abstract description 9
- 239000011575 calcium Substances 0.000 claims abstract description 9
- 229940044172 calcium formate Drugs 0.000 claims abstract description 9
- 235000019255 calcium formate Nutrition 0.000 claims abstract description 9
- 239000004281 calcium formate Substances 0.000 claims abstract description 9
- FAHBNUUHRFUEAI-UHFFFAOYSA-M hydroxidooxidoaluminium Chemical compound O[Al]=O FAHBNUUHRFUEAI-UHFFFAOYSA-M 0.000 claims abstract description 9
- 229920001223 polyethylene glycol Polymers 0.000 claims abstract description 9
- 229910000166 zirconium phosphate Inorganic materials 0.000 claims abstract description 8
- LEHFSLREWWMLPU-UHFFFAOYSA-B zirconium(4+);tetraphosphate Chemical compound [Zr+4].[Zr+4].[Zr+4].[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O LEHFSLREWWMLPU-UHFFFAOYSA-B 0.000 claims abstract description 8
- 239000000843 powder Substances 0.000 claims description 8
- 238000010792 warming Methods 0.000 claims description 8
- 238000010304 firing Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 239000002994 raw material Substances 0.000 claims description 5
- 235000012721 chromium Nutrition 0.000 claims description 4
- 238000001035 drying Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 2
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- QCWXUUIWCKQGHC-UHFFFAOYSA-N Zirconium Chemical compound [Zr] QCWXUUIWCKQGHC-UHFFFAOYSA-N 0.000 description 1
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 229910052726 zirconium Inorganic materials 0.000 description 1
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- C04B35/00—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
- C04B35/622—Forming processes; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
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- C04B35/00—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
- C04B35/01—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on oxide ceramics
- C04B35/03—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on oxide ceramics based on magnesium oxide, calcium oxide or oxide mixtures derived from dolomite
- C04B35/04—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on oxide ceramics based on magnesium oxide, calcium oxide or oxide mixtures derived from dolomite based on magnesium oxide
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- C04B2235/3231—Refractory metal oxides, their mixed metal oxides, or oxide-forming salts thereof
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Abstract
The present invention relates to a kind of resistance to compression construction materials, are grouped as by each group of following parts by weight: rubbing 5~10 parts of root stone, 9~17 parts of boehmite, 4~9 parts of green chlorite schist, 12~20 parts of bone meal, 15~22 parts of magnesite, 3~8 parts of chromium silk, 10~16 parts of fused alumina zirconia, 2~7 parts of gangue, 11~18 parts of high Cen soil, 4~10 parts of basic zirconium phosphate, 8~14 parts of nano barium titanate calcium, 5~9 parts of calcium formate, 7~13 parts of polyethylene glycol, 9~15 parts of methyl ethyl ketone.The invention further relates to the preparation methods of the resistance to compression construction material, have the characteristics that intensity is high, durability is good by the construction material that the formula and method are produced, compression strength reaches 380MPa, and flexural strength reaches 70MPa, and simple production process is easy to operate, is suitble to large-scale promotion.
Description
Technical field
The present invention relates to the field of building materials, more particularly, to a kind of resistance to compression construction material and preparation method thereof.
Background technique
With the development of society, scientific and technological level and living standard are continuously improved, urban architecture scale is also increasing, floor
It is higher and higher, therefore the requirement to construction material performance such as compression strength, flexural strength is also higher and higher, only construction material
Performance reach certain standard, safe guarantee could be brought to the production and living of people.Therefore, it is quickly sent out to meet society
The requirement of exhibition, it is necessary to promotion be advanced optimized to existing construction material, to adapt to the needs of social development.
Summary of the invention
The object of the present invention is to provide a kind of resistance to compression construction materials.
It is a further object of the present invention to provide a kind of preparation methods of resistance to compression construction material.
The object of the invention is achieved by the following technical programs:
A kind of resistance to compression construction material is provided, is grouped as by each group of following parts by weight: being rubbed 5~10 parts of root stone, boehmite 9~17
Part, 4~9 parts of green chlorite schist, 12~20 parts of bone meal, 15~22 parts of magnesite, 3~8 parts of chromium silk, 10~16 parts of fused alumina zirconia, gangue 2
~7 parts, 11~18 parts of high Cen soil, 4~10 parts of basic zirconium phosphate, 8~14 parts of nano barium titanate calcium, 5~9 parts of calcium formate, polyethylene glycol 7~
13 parts, 9~15 parts of methyl ethyl ketone.
Preferably, the resistance to compression construction material is grouped as by each group of following parts by weight: it rubs 8 parts of root stone, boehmite 15
Part, 6 parts of green chlorite schist is 15 parts of bone meal, 20 parts of magnesite, 5 parts of chromium silk, 12 parts of fused alumina zirconia, 3 parts of gangue, 16 parts of Cen soil high, phosphoric acid
7 parts of zirconium, 10 parts of nano barium titanate calcium, 6 parts of calcium formate, 8 parts of polyethylene glycol, 10 parts of methyl ethyl ketone.
The present invention also provides the preparation methods of the resistance to compression construction material, comprising the following steps:
S1. the root stone that rubs, boehmite, green chlorite schist, bone meal, magnesite, chromium silk, fused alumina zirconia, gangue and Gao Cen are taken by weight ratio
Soil is uniformly mixed after crushing, and obtains powder;
S2. after powder being mixed with remaining raw material, with ball: water: material=2:0.75~0.85:1 ratio goal barreling is milled to
Fineness is that 250~300 meshes tail over 0.3~0.5%;
S3. S2 products therefrom is injected into die cavity, kiln-firing after drying obtains resistance to compression construction material.
Further, the firing condition in the S3 are as follows: 800 DEG C are warming up to the rate of 25 DEG C/min, keep the temperature 3h, then with
The rate of 20 DEG C/min is warming up to 1600 DEG C, keeps the temperature 3h, is then cooled to 1350 DEG C with the rate of 15 DEG C/min, keeps the temperature 3h, from
So it is cooled to room temperature.
Compared with prior art, the invention has the following advantages:
The present invention provides a kind of resistance to compression construction materials, using special composition of raw materials, the Building wood produced by the formula
Material has the characteristics that intensity is high, durability is good, and compression strength reaches 380MPa, and flexural strength reaches 70MPa, and production technology
It is simple to operation, it is suitble to large-scale promotion application.
Specific embodiment
The present invention is further illustrated combined with specific embodiments below.
Embodiment 1
Present embodiment discloses a kind of resistance to compression construction materials, are grouped as by each group of following parts by weight: it rubs 5 parts of root stone, Bo Mu
17 parts of stone, 4 parts of green chlorite schist is 20 parts of bone meal, 15 parts of magnesite, 8 parts of chromium silk, 10 parts of fused alumina zirconia, 7 parts of gangue, 11 parts of Cen soil high,
10 parts of basic zirconium phosphate, 8 parts of nano barium titanate calcium, 9 parts of calcium formate, 7 parts of polyethylene glycol, 15 parts of methyl ethyl ketone.
Embodiment 2
Present embodiment discloses a kind of resistance to compression construction materials, are grouped as by each group of following parts by weight: it rubs 10 parts of root stone, Bo Mu
9 parts of stone, 9 parts of green chlorite schist is 12 parts of bone meal, 22 parts of magnesite, 3 parts of chromium silk, 16 parts of fused alumina zirconia, 2 parts of gangue, 18 parts of Cen soil high,
4~1 parts of basic zirconium phosphate, 14 parts of nano barium titanate calcium, 5 parts of calcium formate, 13 parts of polyethylene glycol, 9 parts of methyl ethyl ketone.
Embodiment 3
Present embodiment discloses a kind of resistance to compression construction materials, are grouped as by each group of following parts by weight: it rubs 6 parts of root stone, Bo Mu
11 parts of stone, 8 parts of green chlorite schist is 18 parts of bone meal, 16 parts of magnesite, 4 parts of chromium silk, 15 parts of fused alumina zirconia, 6 parts of gangue, 12 parts of Cen soil high,
5 parts of basic zirconium phosphate, 12 parts of nano barium titanate calcium, 8 parts of calcium formate, 11 parts of polyethylene glycol, 13 parts of methyl ethyl ketone.
Embodiment 4
Present embodiment discloses a kind of resistance to compression construction materials, are grouped as by each group of following parts by weight: it rubs 8 parts of root stone, Bo Mu
15 parts of stone, 6 parts of green chlorite schist is 15 parts of bone meal, 20 parts of magnesite, 5 parts of chromium silk, 12 parts of fused alumina zirconia, 3 parts of gangue, 16 parts of Cen soil high,
7 parts of basic zirconium phosphate, 10 parts of nano barium titanate calcium, 6 parts of calcium formate, 8 parts of polyethylene glycol, 10 parts of methyl ethyl ketone.
Embodiment 5
The components by weight percent of 1~4 any embodiment of Example prepares resistance to compression construction material, and preparation step is as follows:
S1. the root stone that rubs, boehmite, green chlorite schist, bone meal, magnesite, chromium silk, fused alumina zirconia, gangue and Gao Cen are taken by weight ratio
Soil is uniformly mixed after crushing, and obtains powder;
S2. after powder being mixed with remaining raw material, with ball: water: material=2:0.75:1 ratio goal barreling is milled to fineness and is
300 meshes tail over 0.3%;
S3. S2 products therefrom is injected into die cavity, kiln-firing after drying is warming up to 800 DEG C with the rate of 25 DEG C/min, heat preservation
3h, then 1600 DEG C are warming up to the rate of 20 DEG C/min, 3h is kept the temperature, is then cooled to 1350 DEG C with the rate of 15 DEG C/min, is protected
Warm 3h, cooled to room temperature obtain resistance to compression construction material.
Embodiment 6
The components by weight percent of 1~4 any embodiment of Example prepares resistance to compression construction material, and preparation step is as follows:
S1. the root stone that rubs, boehmite, green chlorite schist, bone meal, magnesite, chromium silk, fused alumina zirconia, gangue and Gao Cen are taken by weight ratio
Soil is uniformly mixed after crushing, and obtains powder;
S2. after powder being mixed with remaining raw material, with ball: water: material=2:0.8:1 ratio goal barreling is milled to fineness and is
280 meshes tail over 0.4%;
S3. S2 products therefrom is injected into die cavity, kiln-firing after drying is warming up to 800 DEG C with the rate of 25 DEG C/min, heat preservation
3h, then 1600 DEG C are warming up to the rate of 20 DEG C/min, 3h is kept the temperature, is then cooled to 1350 DEG C with the rate of 15 DEG C/min, is protected
Warm 3h, cooled to room temperature obtain resistance to compression construction material.
Claims (4)
1. a kind of resistance to compression construction material, which is characterized in that be grouped as by each group of following weight percent: it rubs 5~10 parts of root stone,
9~17 parts of boehmite, 4~9 parts of green chlorite schist, 12~20 parts of bone meal, 15~22 parts of magnesite, 3~8 parts of chromium silk, fused alumina zirconia 10~
16 parts, 2~7 parts of gangue, 11~18 parts of high Cen soil, 4~10 parts of basic zirconium phosphate, 8~14 parts of nano barium titanate calcium, calcium formate 5~9
Part, 7~13 parts of polyethylene glycol, 9~15 parts of methyl ethyl ketone.
2. resistance to compression construction material according to claim 1, which is characterized in that be grouped as by each group of following parts by weight:
It rubs 8 parts of root stone, 15 parts of boehmite, 6 parts of green chlorite schist, 15 parts of bone meal, 20 parts of magnesite, 5 parts of chromium silk, 12 parts of fused alumina zirconia, gangue 3
Part, it is 16 parts, 7 parts of basic zirconium phosphate, 10 parts of nano barium titanate calcium, 6 parts of calcium formate, 8 parts of polyethylene glycol, 10 parts of methyl ethyl ketone of Cen soil high.
3. the preparation method of resistance to compression construction material according to claim 1 or claim 2, which comprises the following steps:
S1. the root stone that rubs, boehmite, green chlorite schist, bone meal, magnesite, chromium silk, fused alumina zirconia, gangue and Gao Cen are taken by weight ratio
Soil is uniformly mixed after crushing, and obtains powder;
S2. after powder being mixed with remaining raw material, with ball: water: material=2:0.75~0.85:1 ratio goal barreling is milled to
Fineness is that 250~300 meshes tail over 0.3~0.5%;
S3. S2 products therefrom is injected into die cavity, kiln-firing after drying obtains resistance to compression construction material.
4. the preparation method of resistance to compression construction material according to claim 1, which is characterized in that the firing condition in the S3
Are as follows: 800 DEG C are warming up to the rate of 25 DEG C/min, 3h is kept the temperature, then be warming up to 1600 DEG C with the rate of 20 DEG C/min, keeps the temperature 3h,
Then 1350 DEG C are cooled to the rate of 15 DEG C/min, keep the temperature 3h, cooled to room temperature.
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