CN108069659A - A kind of high bond strength 3D printing mortar - Google Patents
A kind of high bond strength 3D printing mortar Download PDFInfo
- Publication number
- CN108069659A CN108069659A CN201711419650.XA CN201711419650A CN108069659A CN 108069659 A CN108069659 A CN 108069659A CN 201711419650 A CN201711419650 A CN 201711419650A CN 108069659 A CN108069659 A CN 108069659A
- Authority
- CN
- China
- Prior art keywords
- parts
- bond strength
- high bond
- printing
- bentonite
- 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- Withdrawn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
- 238000010146 3D printing Methods 0.000 title claims abstract description 20
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 20
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 claims abstract description 20
- 239000000843 powder Substances 0.000 claims abstract description 20
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 claims abstract description 18
- 239000003245 coal Substances 0.000 claims abstract description 13
- 241000208202 Linaceae Species 0.000 claims abstract description 10
- 235000004431 Linum usitatissimum Nutrition 0.000 claims abstract description 10
- 229910021536 Zeolite Inorganic materials 0.000 claims abstract description 10
- 239000013078 crystal Substances 0.000 claims abstract description 10
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000000835 fiber Substances 0.000 claims abstract description 10
- 239000010445 mica Substances 0.000 claims abstract description 10
- 229910052618 mica group Inorganic materials 0.000 claims abstract description 10
- 239000002994 raw material Substances 0.000 claims abstract description 10
- 239000010457 zeolite Substances 0.000 claims abstract description 10
- 239000000440 bentonite Substances 0.000 claims abstract description 9
- 229910000278 bentonite Inorganic materials 0.000 claims abstract description 9
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 claims abstract description 9
- 239000003595 mist Substances 0.000 claims abstract description 9
- 229910000029 sodium carbonate Inorganic materials 0.000 claims abstract description 9
- 239000011398 Portland cement Substances 0.000 claims abstract description 8
- DPXJVFZANSGRMM-UHFFFAOYSA-N acetic acid;2,3,4,5,6-pentahydroxyhexanal;sodium Chemical compound [Na].CC(O)=O.OCC(O)C(O)C(O)C(O)C=O DPXJVFZANSGRMM-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000001768 carboxy methyl cellulose Substances 0.000 claims abstract description 8
- 235000019812 sodium carboxymethyl cellulose Nutrition 0.000 claims abstract description 8
- 229920001027 sodium carboxymethylcellulose Polymers 0.000 claims abstract description 8
- CZMRCDWAGMRECN-UGDNZRGBSA-N Sucrose Chemical compound O[C@H]1[C@H](O)[C@@H](CO)O[C@@]1(CO)O[C@@H]1[C@H](O)[C@@H](O)[C@H](O)[C@@H](CO)O1 CZMRCDWAGMRECN-UGDNZRGBSA-N 0.000 claims abstract description 7
- 229930006000 Sucrose Natural products 0.000 claims abstract description 7
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 7
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 7
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 claims 1
- 239000011734 sodium Substances 0.000 claims 1
- 229910052708 sodium Inorganic materials 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 6
- 230000000740 bleeding effect Effects 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 208000034189 Sclerosis Diseases 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000000518 rheometry Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y70/00—Materials specially adapted for additive manufacturing
-
- 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
- C04B2111/00034—Physico-chemical characteristics of the mixtures
- C04B2111/00181—Mixtures specially adapted for three-dimensional printing (3DP), stereo-lithography or prototyping
-
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Manufacturing & Machinery (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a kind of high bond strength 3D printing mortar, raw material includes by weight:50 65 parts of Portland cement, 60 80 parts of weathered coal, 15 24 parts of bentonite, 8 14 parts of mica powder, 10 16 parts of zeolite powder, 4 10 parts of flax fiber, 26 parts of calcium sulfate crystal whiskers, 48 parts of pitch micro mist, 13 parts of sodium carbonate, 0.5 1.5 parts of water-reducing agent, 0.8 1.6 parts of soft white sugar, 0.1 0.8 parts of air entraining agent, 0.5 1.45 parts of sodium carboxymethylcellulose.The present invention not only convenient material drawing and cheap, realizes the reasonable utilization of resource, and product is made to play an important role of holding mortar plasticity, solves the problems, such as the bleeding that weathered coal, bentonite are easy to cause as raw material, while ensure that its mobility and cohesive force.
Description
Technical field
The present invention relates to 3D printing technique field more particularly to a kind of high bond strength 3D printing mortars.
Background technology
Reach preferable 3D printing effect, needed to have on self property for the mortar that 3D printing is built defeated
After sending pipe, curing rate is fast, caking ability is high, and so as to obtain larger intensity, but the adhesion strength of current building mortar is poor,
Poor plasticity, the concrete generally used in architectural engineering do not have the property that can be used for 3D printing.
The content of the invention
Technical problems based on background technology, the present invention propose a kind of high bond strength 3D printing mortar, not only
Convenient material drawing and cheap, realizes the reasonable utilization of resource, and product is made to play an important role of to keep mortar plasticity, solves
The bleeding problem that weathered coal, bentonite are easy to cause as raw material, while ensure that its mobility and cohesive force.
A kind of high bond strength 3D printing mortar proposed by the present invention, raw material include by weight:Normal silicate water
50-65 parts of mud, 60-80 parts of weathered coal, 15-24 parts of bentonite, 8-14 parts of mica powder, 10-16 parts of zeolite powder, flax fiber 4-10
Part, 2-6 parts of calcium sulfate crystal whiskers, 4-8 parts of pitch micro mist, 1-3 parts of sodium carbonate, 0.5-1.5 parts of water-reducing agent, 0.8-1.6 parts of soft white sugar,
0.1-0.8 parts of air entraining agent, 0.5-1.45 parts of sodium carboxymethylcellulose.
Preferably, weathered coal, bentonite, mica powder, the weight ratio of zeolite powder are 70-74:18-22:10-12:11-14.
Preferably, flax fiber, the weight ratio of calcium sulfate crystal whiskers are 6-8:3-5.
Preferably, Portland cement, the weight ratio of sodium carboxymethylcellulose are 56-60:0.8-1.
Preferably, pitch micro mist, the weight ratio of sodium carbonate are 5-7:1.5-2.
The present invention can improve the rheology characteristic of conventional cement material so that it is with the strong moulding self-supporting of class clay
Can, Components Shape after its natural hydration and sclerosis is retained, effectively shortens product and add by the finished product good moldability after 3D printing
The time of work avoids the waste of material, improves production efficiency, and the strength of materials is high, stability is good, deformation is small, can be random
Prepare the structure of any shape.
The present invention is coordinated using weathered coal, bentonite, mica powder, zeolite powder and flax fiber, calcium sulfate crystal whiskers, is not only taken
Material is convenient and cheap, realizes the reasonable utilization of resource, and product is made to play an important role of to keep mortar plasticity, solves
The bleeding problem that weathered coal, bentonite are easy to cause as raw material, while ensure that its mobility and cohesive force.
Compared with prior art, the present invention has works fine performance, constructability energy, mechanical property, setting time
Within 15min, plasticity is fabulous, is molded suitable for printing speed, and product strength is high, 28d compression strength reach 53MPa with
On, limiting strain 0.74-0.76%, tensile strength 7.2-8.6MPa.
Specific embodiment
In the following, technical scheme is described in detail by specific embodiment.
Embodiment 1
A kind of high bond strength 3D printing mortar, raw material include:Portland cement 50kg, weathered coal 80kg, it is swollen
Moisten soil 15kg, mica powder 14kg, zeolite powder 10kg, flax fiber 10kg, calcium sulfate crystal whiskers 2kg, pitch micro mist 8kg, sodium carbonate
1kg, water-reducing agent 1.5kg, soft white sugar 0.8kg, air entraining agent 0.8kg, sodium carboxymethylcellulose 0.5kg.
Embodiment 2
A kind of high bond strength 3D printing mortar, raw material include:Portland cement 65kg, weathered coal 60kg, it is swollen
Moisten soil 24kg, mica powder 8kg, zeolite powder 16kg, flax fiber 4kg, calcium sulfate crystal whiskers 6kg, pitch micro mist 4kg, sodium carbonate
3kg, water-reducing agent 0.5kg, soft white sugar 1.6kg, air entraining agent 0.1kg, sodium carboxymethylcellulose 1.45kg.
Embodiment 3
A kind of high bond strength 3D printing mortar, raw material include:Portland cement 56kg, weathered coal 74kg, it is swollen
Moisten soil 18kg, mica powder 12kg, zeolite powder 11kg, flax fiber 8kg, calcium sulfate crystal whiskers 3kg, pitch micro mist 7kg, sodium carbonate
1.5kg, water-reducing agent 1kg, soft white sugar 1.2kg, air entraining agent 0.4kg, sodium carboxymethylcellulose 0.8kg.
Embodiment 4
A kind of high bond strength 3D printing mortar, raw material include:Portland cement 60kg, weathered coal 70kg, it is swollen
Moisten soil 22kg, mica powder 10kg, zeolite powder 14kg, flax fiber 6kg, calcium sulfate crystal whiskers 5kg, pitch micro mist 5kg, sodium carbonate
2kg, water-reducing agent 0.8kg, soft white sugar 1.4kg, air entraining agent 0.2kg, sodium carboxymethylcellulose 1kg.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto,
Any one skilled in the art in the technical scope disclosed by the present invention, technique according to the invention scheme and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (5)
1. a kind of high bond strength 3D printing mortar, which is characterized in that its raw material includes by weight:Portland cement
50-65 parts, 60-80 parts of weathered coal, 15-24 parts of bentonite, 8-14 parts of mica powder, 10-16 parts of zeolite powder, flax fiber 4-10
Part, 2-6 parts of calcium sulfate crystal whiskers, 4-8 parts of pitch micro mist, 1-3 parts of sodium carbonate, 0.5-1.5 parts of water-reducing agent, 0.8-1.6 parts of soft white sugar,
0.1-0.8 parts of air entraining agent, 0.5-1.45 parts of sodium carboxymethylcellulose.
2. high bond strength 3D printing mortar according to claim 1, which is characterized in that weathered coal, bentonite, mica
Powder, the weight ratio of zeolite powder are 70-74:18-22:10-12:11-14.
3. high bond strength 3D printing mortar according to claim 1, which is characterized in that flax fiber, calcium sulfate crystal whiskers
Weight ratio be 6-8:3-5.
4. high bond strength 3D printing mortar according to claim 1, which is characterized in that Portland cement, carboxylic first
The weight ratio of base sodium cellulosate is 56-60:0.8-1.
5. high bond strength 3D printing mortar according to claim 1, which is characterized in that pitch micro mist, the weight of sodium carbonate
Amount is than being 5-7:1.5-2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711419650.XA CN108069659A (en) | 2017-12-25 | 2017-12-25 | A kind of high bond strength 3D printing mortar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201711419650.XA CN108069659A (en) | 2017-12-25 | 2017-12-25 | A kind of high bond strength 3D printing mortar |
Publications (1)
Publication Number | Publication Date |
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CN108069659A true CN108069659A (en) | 2018-05-25 |
Family
ID=62155873
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201711419650.XA Withdrawn CN108069659A (en) | 2017-12-25 | 2017-12-25 | A kind of high bond strength 3D printing mortar |
Country Status (1)
Country | Link |
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CN (1) | CN108069659A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109384437A (en) * | 2018-10-03 | 2019-02-26 | 东南大学 | For the assorted fibre cement-base composite material and preparation method thereof of 3D printing |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106064911A (en) * | 2016-05-24 | 2016-11-02 | 南京倍立达新材料系统工程股份有限公司 | A kind of 3D prints with dry-mixed mortar material and preparation thereof and application |
-
2017
- 2017-12-25 CN CN201711419650.XA patent/CN108069659A/en not_active Withdrawn
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106064911A (en) * | 2016-05-24 | 2016-11-02 | 南京倍立达新材料系统工程股份有限公司 | A kind of 3D prints with dry-mixed mortar material and preparation thereof and application |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109384437A (en) * | 2018-10-03 | 2019-02-26 | 东南大学 | For the assorted fibre cement-base composite material and preparation method thereof of 3D printing |
CN109384437B (en) * | 2018-10-03 | 2021-05-11 | 东南大学 | Hybrid fiber cement-based composite material for 3D printing and preparation method thereof |
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Legal Events
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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 | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180525 |
|
WW01 | Invention patent application withdrawn after publication |