[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN107298546A - Alkali-activated carbonatite binder materials and its Method of printing for 3D printing - Google Patents

Alkali-activated carbonatite binder materials and its Method of printing for 3D printing Download PDF

Info

Publication number
CN107298546A
CN107298546A CN201710455869.9A CN201710455869A CN107298546A CN 107298546 A CN107298546 A CN 107298546A CN 201710455869 A CN201710455869 A CN 201710455869A CN 107298546 A CN107298546 A CN 107298546A
Authority
CN
China
Prior art keywords
printing
alkali
diameter
less
fibre
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.)
Granted
Application number
CN201710455869.9A
Other languages
Chinese (zh)
Other versions
CN107298546B (en
Inventor
赖建中
王强
杨浩若
郑晓博
杨继全
乔羽
谭诚
杨晓玉
胡勇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Sandi Intelligent Equipment Manufacturing Co Ltd
Nanjing University of Science and Technology
Nanjing Normal University
Original Assignee
Nanjing Sandi Intelligent Equipment Manufacturing Co Ltd
Nanjing University of Science and Technology
Nanjing Normal University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nanjing Sandi Intelligent Equipment Manufacturing Co Ltd, Nanjing University of Science and Technology, Nanjing Normal University filed Critical Nanjing Sandi Intelligent Equipment Manufacturing Co Ltd
Priority to CN201710455869.9A priority Critical patent/CN107298546B/en
Publication of CN107298546A publication Critical patent/CN107298546A/en
Application granted granted Critical
Publication of CN107298546B publication Critical patent/CN107298546B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/006Compositions 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 mineral polymers, e.g. geopolymers of the Davidovits type
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B33ADDITIVE MANUFACTURING TECHNOLOGY
    • B33YADDITIVE 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
    • B33Y70/00Materials specially adapted for additive manufacturing
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00034Physico-chemical characteristics of the mixtures
    • C04B2111/00181Mixtures specially adapted for three-dimensional printing (3DP), stereo-lithography or prototyping
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, 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)
  • Organic Chemistry (AREA)
  • Structural Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Compositions Of Oxide Ceramics (AREA)

Abstract

The invention discloses a kind of alkali-activated carbonatite binder materials and its Method of printing for 3D printing.Raw material are made up of industrial residue, alkali-activator, fine aggregate, defoamer, water reducer, water, coarse aggregate, high-intensity fiber and micro Nano material;The 3D printing method printing shaping that prepared slurry mixture is fed by two pumps.The present invention is directed to the problem of 3D printing early age strength of concrete is low, and alkali-activated carbonatite binder materials effectively improves slurry performance;Two pump feeds turn avoid alkali-activated carbonatite binder materials rate of set soon, the problem of being not suitable for 3D printing;Mix after various fibers, the final resistance to compression of concrete and bending resistance printed also are greatly improved.

Description

Alkali-activated carbonatite binder materials and its Method of printing for 3D printing
Technical field
The present invention relates to a kind of alkali-activated carbonatite binder materials and preparation method thereof, and in particular to one kind is applied to 3D printing technique Alkali-activated carbonatite cementitious material concrete.
Background technology
Alkali-activated carbonatite binder materials is main using blast-furnace cinder, granulation phosphorus slag, slag, flyash equal industrial residue as raw material, its Energy consumption is low, discharge is few, is referred to as green low-carbon binder materials.This material also has many excellent properties such as early stage strong simultaneously Spend height, good endurance, heat endurance good etc., it is considered to be a kind of novel gelled material with broad prospect of application.Therefore, with The growing interest in recent years to climate warming, the preparation of alkali-activated carbonatite binder materials and application technology turn into green construction material field Study hotspot and forward position.
In recent years, 3D printing technique was being developed rapidly, future may serious impact traditional manufacture, compared to tradition system Making industry, it has some incomparable advantages.First, 3D printing technique need not drive grinding tool, and the manufacture of product is greatly lowered Time and cost;Second, 3D printing technique can reduce the use of labour, so as to reduce cost of labor;3rd, 3D printing Journey is the process of an increasing material, so the waste of material can be reduced.
At present, alkali-activated carbonatite binder materials rate of set is fast, and poor fluidity, service behaviour is poor, and 3D printing is to service behaviour There is higher requirement, so the problem of alkali-activated carbonatite binder materials is used for 3D printing is urgently to be resolved hurrily.Common 3D printing concrete material Expect early strength it is low, be not enough to support the material of last layer, limit printing concrete height so that its print procedure by Very big restriction is arrived.
The content of the invention
In view of the shortcomings of the prior art, it is an object of the invention to provide a kind of alkali-activated carbonatite binder materials for 3D printing and Its Method of printing, 3D printing technique is combined with alkali-activated carbonatite cementitious material concrete so that alkali-activated carbonatite binder materials is excited Agent and bonding component are separately transported at printing head respectively with two pumps stirs printing, is so ensureing enough mobility Also utilize the high characteristic of alkali-activated carbonatite binder materials early strength, and raw material environmental protection simultaneously.
Technical scheme is as follows:
For the alkali-activated carbonatite binder materials of 3D printing, by weight percentage, including following component:
Described industrial residue micro mist is selected from specific surface area and is not less than 400 ㎡/㎏, index of basicity MbIt is levigate not less than 1 Blast-furnace cinder, or specific surface area are not less than 400 ㎡/㎏, SiO2The levigate granulation phosphorus slags of/CaO 0.8~1.2, or specific surface area Not less than 400 ㎡/㎏, SiO2The levigate graining steel slags of/CaO 0.7~1.1, or specific surface area not less than 400 ㎡/㎏, F classes, Any one in C class flyash and combinations thereof.
Described cement is the portland cement of strength grade 42.5 or more.
Described alkali-activator be modulus be not less than 1.0 liquid glass, wherein, the mass concentration of sodium metasilicate is 20% ~30%.
Described fine aggregate is the yellow ground or quartz sand or tailings and its mixture that particle size diameter is less than 2.5mm.
The coarse aggregate is rubble or cobble, and particle diameter is between 5~20mm.
Described defoamer is one or both of polypropylene glycerol aether or dimethyl silicone polymer.
Described water reducer is in lignin sulfonic acid sodium salt water reducer, naphthalene series high-efficiency water-reducing agent, high-efficiency water-reducing agent of poly-carboxylic acid One kind or mixture, water-reducing rate be not less than 15%.
The high-intensity fiber is one kind in steel fibre, basalt fibre, carbon fiber, alkali-free glass fibre, and wherein steel is fine Tie up as diameter 0.17mm~0.2mm, length is 6~20mm, tensile strength is more than 1800Mpa;Basalt fibre diameter 9 μm~13 μm, length is 6~20mm, and tensile strength is more than 3000MPa;8 μm~18 μm of carbon fiber diameter, length is 6~20mm, tension Intensity is more than 3500MPa;5 μm~10 μm of alkali-free glass fibre diameter, length is 6~20mm, and tensile strength is more than 2500MPa.
The micro nanometer fiber is one kind in carbon nano-fiber, silicon carbide whisker, Zirconium oxide fibre.Wherein, carbon nanometer Fibre diameter is 90~100nm, and length is 50~200 μm, is not less than 200 ㎡/g than surface;Silicon carbide whisker a diameter of 0.1~ 1.0 μm, whisker length is 10~200 μm, and tensile strength is more than 2.9GPa;A diameter of 7~10 μm of Zirconium oxide fibre, length is 2 ~12mm, tensile strength is more than 1200MPa.
Compared with prior art, beneficial effects of the present invention are as follows:
(1) raw materials come from industrial residue, rationally using resource, are conducive to preserving the ecological environment, and reduce The consumption of cement, reduces energy resource consumption and the discharge of carbon dioxide, realizes Green Sustainable.
(2) present invention can greatly enrich printing raw material, it is to avoid alkali swashs using the 3D printing technique of two pump feeds Cementitious material concrete early stage poor fluidity, the shortcoming of service behaviour difference are sent out, while it is strong to take full advantage of alkali-activated material early stage The characteristics of degree height, environmental protection.
(3) present invention is swashed by the way that the combination of alkali-activated material and 3D technology is given people to provide a kind of new approaches using alkali The heat endurance of hair jelly gel material is good, and the excellent properties such as good endurance can print some special type function materials.Meet some special The application of different occasion.
Embodiment
A kind of Method of printing of alkali-activated carbonatite cementitious material concrete suitable for 3D printing technique, including following prepare walk Suddenly:
(a) industrial residue micro mist, portland cement, fine aggregate and coarse aggregate are weighed in proportion, are put into mixer It is well mixed;
(b) micro nanometer fiber is added dissolved with the mixed solution of defoamer, water reducer and water, ultrasound is divided in Ultrasound Instrument Dissipate more than 10 minutes, then add in the solid mixture of mixer, stir 3~5min, solid material is become from dispersity Into viscous paste state;
(c) high-intensity fiber is uniformly added in the mixture of viscous paste state and continues 5~10min of stirring, added Alkali-activator, stirs;
(e) overall process is printed well by Computer Design, and passes through computer program control printing arm movement locus;
(f) obtained alkali activating agent solution and mixture slurry are pumped into 3D printing whisking machines arm with two respectively On, the operating rate of controlling pump is consistent alkali activating agent solution and the ratio of mixture slurry, and is stirred printing.Tool Body 3D printing process is as shown in Figure 1.
Embodiment 1
Choose blast-furnace cinder micro-powder (the index of basicity M of percentage by weight 25.8%b=1), 20.7% coarse aggregate and 30.9% yellow ground fine aggregate is put into stirrer for mixing and mixed thoroughly, 0.08% carbon nano-fiber is added dissolved with 0.01% defoamer and In the mixed liquor of 0.26% water of water reducer 8.3% and ultrasonic disperse more than 10 minutes in Ultrasound Instrument, then add it to and stir Mix in machine, stir 5-10min, solid material is become viscous paste state from dispersity, it is then that 9.81% steel fibre is equal It is even to be added in slurry, obtain mixture slurry.Then water glass solution (modulus is 1.5) and mixture slurry are passed with delivery pump Defeated arrive is stirred at printing whisking machines arm.By the program of Computer Design, control printing whisking machines arm carries out successively coagulation Soil printing, until completing the print procedure of whole building, finally gives 3D printing alkali-activated carbonatite cementitious material concrete building.
Thus concrete is obtained, not only print procedure is smooth, and printed concrete has good early strength, Its natural curing 3d compression strength is 33.6MPa, and its natural curing 7d compression strength is 45.8MPa, its natural curing 28d compression strength is 57.5MPa.
Embodiment 2
Choose the portland cement of percentage by weight 2.9%, flyash 26.6%, 23.6% coarse aggregate and 29.5% yellow ground Fine aggregate is put into stirrer for mixing and mixed thoroughly, and 0.14% silicon carbide fibre is added and subtracted dissolved with 0.01% defoamer and 0.15% In the mixed liquor of the water of aqua 4.9% and ultrasonic disperse more than 10 minutes in Ultrasound Instrument, then add it in mixer, stir 5-10min, makes solid material become viscous paste state from dispersity, and 9.88% steel fibre is uniformly then added into slurry In, obtain mixture slurry.Then waterglass (modulus is 1.8) and mixture slurry are transferred to printing stirring with delivery pump Stirred at robotic arm.By the program of Computer Design, control printing whisking machines arm carries out successively concrete and printed, until complete Into the print procedure of whole building, 3D printing alkali-activated carbonatite cementitious material concrete building is finally given.
Thus concrete is obtained, not only print procedure is smooth, and printed concrete has good early strength, Its natural curing 3d compression strength is 32.9MPa, and its natural curing 7d compression strength is 44.7MPa, its natural curing 28d compression strength is 59.3MPa.
Embodiment 3
The portland cement of selection percentage by weight 6.1%, slag 12.1%, (alkalescence refers to blast-furnace cinder micro-powder 12.1% Number Mb=1), 24.2% coarse aggregate and 33.4% yellow ground fine aggregate are put into stirrer for mixing and mixed thoroughly, and 0.27% zirconium oxide is fine Dimension is added dissolved with the mixed liquor of 0.01% defoamer and 0.23% water of water reducer 7.1% and ultrasonic disperse 10 in Ultrasound Instrument More than minute, 5-10min is stirred, solid material is become viscous paste state from dispersity, then by 0.59% basalt Fiber is uniformly added in slurry, obtains mixture slurry.Then with delivery pump by waterglass (modulus is 1.7) and mixture slurry It is transferred at printing whisking machines arm and stirs, by the program of Computer Design, control printing whisking machines arm is successively mixed Solidifying soil printing, until completing the print procedure of whole building, finally gives 3D printing alkali-activated carbonatite cementitious material concrete building.
Thus concrete is obtained, not only print procedure is smooth, and printed concrete has good early strength, Its natural curing 3d compression strength is 40.0MPa, and its natural curing 7d compression strength is 51.2MPa, its natural curing 28d compression strength is 65.8MPa.
Embodiment 4
The portland cement of selection percentage by weight 4.1%, phosphorus slag 23.4%, 22.0% coarse aggregate and 30.3% yellow ground Fine aggregate is put into stirrer for mixing and mixed thoroughly, and 0.25% Zirconium oxide fibre is added and subtracted dissolved with 0.01% defoamer, 0.21% Ultrasonic disperse more than 10 minutes in the mixed liquor of aqua and 6.3% water and in Ultrasound Instrument, then add it in mixer, stir 5-10min is mixed, solid material is become viscous paste state from dispersity, 9.87% steel fibre is uniformly then added to slurry In body, mixture slurry is obtained.Then waterglass (modulus is 1.6) and mixture slurry are transferred to printing stirring with delivery pump Stirred at robotic arm, by designed computer program, control printing whisking machines arm carries out successively concrete and printed, until The print procedure of whole building is completed, 3D printing alkali-activated carbonatite cementitious material concrete building is finally given.
Thus concrete is obtained, not only print procedure is smooth, and printed concrete has good early strength, Its natural curing 3d compression strength is 29.3MPa, and its natural curing 7d compression strength is 40.5MPa, its natural curing 28d compression strength is 58.1MPa.

Claims (9)

1. the alkali-activated carbonatite binder materials for 3D printing, it is characterised in that by weight percentage, including following component:
2. material as claimed in claim 1, it is characterised in that described industrial residue micro mist is not less than selected from specific surface area 400 ㎡/㎏, F classes, C class flyash, or specific surface area are not less than 400 ㎡/㎏, index of basicity MbGround blast furnace ore deposit not less than 1 Slag, or specific surface area are not less than 400 ㎡/㎏, SiO2The levigate granulation phosphorus slags of/CaO 0.8~1.2, or specific surface area are not less than 400 ㎡/㎏, SiO2/ CaO any one or its combinations in 0.7~1.1 levigate graining steel slag.
3. material as claimed in claim 1, it is characterised in that described cement is the silicate of strength grade 42.5 or more Cement.
4. material as claimed in claim 1, it is characterised in that described alkali-activator is that modulus is not less than 1.0 aqueous waters Glass, wherein, the mass concentration of sodium metasilicate is 20%~30%.
5. material as claimed in claim 1, it is characterised in that described fine aggregate is the yellow ground that particle size diameter is less than 2.5mm Or quartz sand or tailings and its mixture;The coarse aggregate is rubble or cobble, and particle diameter is between 5~20mm.
6. material as claimed in claim 1, it is characterised in that described defoamer is polypropylene glycerol aether or poly- diformazan One or both of radical siloxane;Described water reducer is lignin sulfonic acid sodium salt water reducer, naphthalene series high-efficiency water-reducing agent, poly- carboxylic One kind or mixture in sour high efficiency water reducing agent, water-reducing rate are not less than 15%.
7. material as claimed in claim 1, it is characterised in that the high-intensity fiber is steel fibre, basalt fibre, carbon fibre One kind in dimension, alkali-free glass fibre, wherein, steel fibre is diameter 0.17mm~0.2mm, and length is 6~20mm, tensile strength More than 1800Mpa;9 μm~13 μm of basalt fibre diameter, length is 6~20mm, and tensile strength is more than 3000MPa;Carbon fiber 8 μm~18 μm of diameter, length is 6~20mm, and tensile strength is more than 3500MPa;5 μm~10 μm of alkali-free glass fibre diameter, it is long Spend for 6~20mm, tensile strength is more than 2500MPa.
8. material as claimed in claim 1, it is characterised in that the micro nanometer fiber be carbon nano-fiber, silicon carbide whisker, One kind in Zirconium oxide fibre, wherein, a diameter of 90~100nm of carbon nano-fiber, length is 50~200 μm, not smaller than surface In 200 ㎡/g;A diameter of 0.1~1.0 μm of silicon carbide whisker, whisker length is 10~200 μm, and tensile strength is more than 2.9GPa; A diameter of 7~10 μm of Zirconium oxide fibre, length is 2~12mm, and tensile strength is more than 1200MPa.
9. the Method of printing of the alkali-activated carbonatite binder materials for 3D printing as described in claim 1-8 is any, it is characterised in that Described comprises the following steps:
(a) industrial residue micro mist, portland cement, fine aggregate and coarse aggregate are weighed in proportion, is put into stirrer for mixing Uniformly;
(b) micro nanometer fiber is added dissolved with the mixed solution of defoamer, water reducer and water, ultrasonic disperse 10 in Ultrasound Instrument More than minute, then add in the solid mixture of mixer, stir 3~5min, solid material is become viscous from dispersity Property slurry state;
(c) high-intensity fiber is uniformly added in the mixture of viscous paste state and continues 5~10min of stirring, added alkali and swash Agent is sent out, is stirred;
(e) design printing overall process parameter, and control to print arm movement locus on request;
(f) obtained alkali activating agent solution and mixture slurry are pumped on 3D printing whisking machines arm with two respectively, The operating rate of controlling pump is consistent alkali activating agent solution and the ratio of mixture slurry, and is stirred printing.
CN201710455869.9A 2017-06-16 2017-06-16 Alkali-activated carbonatite cementitious material and its Method of printing for 3D printing Active CN107298546B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710455869.9A CN107298546B (en) 2017-06-16 2017-06-16 Alkali-activated carbonatite cementitious material and its Method of printing for 3D printing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710455869.9A CN107298546B (en) 2017-06-16 2017-06-16 Alkali-activated carbonatite cementitious material and its Method of printing for 3D printing

Publications (2)

Publication Number Publication Date
CN107298546A true CN107298546A (en) 2017-10-27
CN107298546B CN107298546B (en) 2019-08-30

Family

ID=60134864

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710455869.9A Active CN107298546B (en) 2017-06-16 2017-06-16 Alkali-activated carbonatite cementitious material and its Method of printing for 3D printing

Country Status (1)

Country Link
CN (1) CN107298546B (en)

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108129102A (en) * 2018-01-04 2018-06-08 河北工业大学 Can 3D printing PVA- basalt assorted fibre high tenacity concrete and application method
CN108178567A (en) * 2018-02-01 2018-06-19 济南大学 A kind of alkali slag cement concrete of 3D printing and preparation method thereof
CN108218310A (en) * 2017-12-26 2018-06-29 同济大学 It is a kind of for geopolymer of 3D printing and preparation method thereof
CN108285320A (en) * 2018-01-17 2018-07-17 龙泉市金宏瓷业有限公司 A kind of spontaneous heat cure ceramic slurry and preparation method thereof for 3D printing
CN109503103A (en) * 2018-12-17 2019-03-22 南京绿色增材智造研究院有限公司 A kind of superhigh tenacity alkali-activated carbonatite gunite concrete and preparation method thereof
CN109721298A (en) * 2019-02-27 2019-05-07 济南大学 A kind of red mud 3D printing alkali-activated carbonatite cementitious material and its application method
CN110078435A (en) * 2019-04-02 2019-08-02 鞍山明伦科技有限公司 A kind of cement base 3D printing materials for wall and preparation method
CN110330282A (en) * 2019-07-24 2019-10-15 中国地质大学(北京) Composite gelled material and its preparation method and application
CN110357506A (en) * 2019-07-30 2019-10-22 佛山市津明建筑科技有限公司 A kind of red mud-metakaolin compound ground oligomer gel material and preparation method thereof
CN111302709A (en) * 2020-02-28 2020-06-19 中国建筑材料科学研究总院有限公司 Alkali-activated cementing material for 3D printing and printing method thereof
CN111606591A (en) * 2020-05-28 2020-09-01 同济大学 CNF-reinforced metakaolin-based geopolymer cementing material
CN111978024A (en) * 2020-09-02 2020-11-24 河北工业大学 Powder bonding 3D printing soft rock alkali-activated material and application method thereof
CN112390583A (en) * 2020-12-24 2021-02-23 蓝合智能科技研究院(苏州)有限公司 Solid waste cementing material for building 3D printing and preparation method and application thereof
CN112408918A (en) * 2020-12-03 2021-02-26 上海建工建材科技集团股份有限公司 3D printing concrete material added with crushed stone coarse aggregate and preparation method thereof
CN112479676A (en) * 2020-12-18 2021-03-12 湖北工业大学 Cementing material for 3D printing and preparation method thereof
CN112551968A (en) * 2020-11-06 2021-03-26 浙江大学 Desert sand-ferrochromium slag 3D printing concrete material and construction method thereof
CN113105164A (en) * 2021-01-05 2021-07-13 安徽理工大学 Method for controlling shrinkage performance of alkali-activated slag mortar by using basalt fibers
CN113372032A (en) * 2020-03-09 2021-09-10 博湃建筑科技(上海)有限公司 Light 3D printing building ink and preparation method of geopolymer gel material thereof
CN114988770A (en) * 2022-05-31 2022-09-02 哈尔滨理工大学 Extrusion curing type 3D printing fiber-alkali slag material and preparation method thereof
CN115286301A (en) * 2022-07-29 2022-11-04 武汉大学 Multi-scale fiber reinforcement alkali-activated cementing material and preparation method thereof
CN115403321A (en) * 2022-09-30 2022-11-29 燕山大学 Geopolymer concrete and preparation method thereof
CN115819025A (en) * 2022-12-19 2023-03-21 厦门天润锦龙建材有限公司 Alkali-activated modified sintered brick powder low-carbon mortar suitable for 3D printing and preparation method thereof
CN115974581A (en) * 2022-12-26 2023-04-18 厦门天润锦龙建材有限公司 Modified waste aerated brick powder 3D printing lightweight concrete and preparation method thereof
CN116102332A (en) * 2023-04-13 2023-05-12 天津祥润金属制品有限公司 3D printing cement-based solar photovoltaic panel bracket and preparation method thereof
CN117846211A (en) * 2023-12-28 2024-04-09 广东工业大学 3D printing low-carbon optimized deformed concrete slab and preparation process thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2359957A1 (en) * 2010-01-26 2011-08-24 Foseco International Limited Method and composition for the preparation of foundry moulds and cores
CN104878935A (en) * 2015-04-17 2015-09-02 张彭成 Concrete construction technology capable of controlling setting time and special-purpose equipment of concrete construction technology
CN106186974A (en) * 2016-07-11 2016-12-07 南京理工大学 Green building material for 3D printing and printing method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2359957A1 (en) * 2010-01-26 2011-08-24 Foseco International Limited Method and composition for the preparation of foundry moulds and cores
CN104878935A (en) * 2015-04-17 2015-09-02 张彭成 Concrete construction technology capable of controlling setting time and special-purpose equipment of concrete construction technology
CN106186974A (en) * 2016-07-11 2016-12-07 南京理工大学 Green building material for 3D printing and printing method thereof

Cited By (33)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108218310A (en) * 2017-12-26 2018-06-29 同济大学 It is a kind of for geopolymer of 3D printing and preparation method thereof
CN108129102A (en) * 2018-01-04 2018-06-08 河北工业大学 Can 3D printing PVA- basalt assorted fibre high tenacity concrete and application method
CN108285320B (en) * 2018-01-17 2020-10-13 龙泉市金宏瓷业有限公司 Self-heating curing ceramic slurry for 3D printing and preparation method thereof
CN108285320A (en) * 2018-01-17 2018-07-17 龙泉市金宏瓷业有限公司 A kind of spontaneous heat cure ceramic slurry and preparation method thereof for 3D printing
CN108178567A (en) * 2018-02-01 2018-06-19 济南大学 A kind of alkali slag cement concrete of 3D printing and preparation method thereof
CN109503103A (en) * 2018-12-17 2019-03-22 南京绿色增材智造研究院有限公司 A kind of superhigh tenacity alkali-activated carbonatite gunite concrete and preparation method thereof
CN109721298A (en) * 2019-02-27 2019-05-07 济南大学 A kind of red mud 3D printing alkali-activated carbonatite cementitious material and its application method
CN109721298B (en) * 2019-02-27 2021-07-27 济南大学 Red mud 3D printing alkali-activated cementing material and use method thereof
CN110078435A (en) * 2019-04-02 2019-08-02 鞍山明伦科技有限公司 A kind of cement base 3D printing materials for wall and preparation method
CN110330282A (en) * 2019-07-24 2019-10-15 中国地质大学(北京) Composite gelled material and its preparation method and application
CN110357506A (en) * 2019-07-30 2019-10-22 佛山市津明建筑科技有限公司 A kind of red mud-metakaolin compound ground oligomer gel material and preparation method thereof
CN111302709A (en) * 2020-02-28 2020-06-19 中国建筑材料科学研究总院有限公司 Alkali-activated cementing material for 3D printing and printing method thereof
CN113372032B (en) * 2020-03-09 2023-10-17 博湃建筑科技(上海)有限公司 Preparation method of light 3D printing building ink and geopolymer gel material thereof
CN113372032A (en) * 2020-03-09 2021-09-10 博湃建筑科技(上海)有限公司 Light 3D printing building ink and preparation method of geopolymer gel material thereof
CN111606591A (en) * 2020-05-28 2020-09-01 同济大学 CNF-reinforced metakaolin-based geopolymer cementing material
CN111978024A (en) * 2020-09-02 2020-11-24 河北工业大学 Powder bonding 3D printing soft rock alkali-activated material and application method thereof
CN111978024B (en) * 2020-09-02 2021-04-27 河北工业大学 Powder bonding 3D printing soft rock alkali-activated material and application method thereof
CN112551968A (en) * 2020-11-06 2021-03-26 浙江大学 Desert sand-ferrochromium slag 3D printing concrete material and construction method thereof
CN112551968B (en) * 2020-11-06 2022-01-04 浙江大学 Desert sand-ferrochromium slag 3D printing concrete material and construction method thereof
CN112408918A (en) * 2020-12-03 2021-02-26 上海建工建材科技集团股份有限公司 3D printing concrete material added with crushed stone coarse aggregate and preparation method thereof
CN112479676A (en) * 2020-12-18 2021-03-12 湖北工业大学 Cementing material for 3D printing and preparation method thereof
CN112390583A (en) * 2020-12-24 2021-02-23 蓝合智能科技研究院(苏州)有限公司 Solid waste cementing material for building 3D printing and preparation method and application thereof
CN113105164A (en) * 2021-01-05 2021-07-13 安徽理工大学 Method for controlling shrinkage performance of alkali-activated slag mortar by using basalt fibers
CN114988770A (en) * 2022-05-31 2022-09-02 哈尔滨理工大学 Extrusion curing type 3D printing fiber-alkali slag material and preparation method thereof
CN115286301A (en) * 2022-07-29 2022-11-04 武汉大学 Multi-scale fiber reinforcement alkali-activated cementing material and preparation method thereof
CN115403321A (en) * 2022-09-30 2022-11-29 燕山大学 Geopolymer concrete and preparation method thereof
CN115819025A (en) * 2022-12-19 2023-03-21 厦门天润锦龙建材有限公司 Alkali-activated modified sintered brick powder low-carbon mortar suitable for 3D printing and preparation method thereof
CN115819025B (en) * 2022-12-19 2024-05-31 厦门天润锦龙建材有限公司 Alkali-activated modified sintered brick powder low-carbon mortar suitable for 3D printing and preparation method thereof
CN115974581A (en) * 2022-12-26 2023-04-18 厦门天润锦龙建材有限公司 Modified waste aerated brick powder 3D printing lightweight concrete and preparation method thereof
CN115974581B (en) * 2022-12-26 2023-12-12 厦门天润锦龙建材有限公司 Modified waste aerated brick powder 3D printing lightweight concrete and preparation method thereof
CN116102332A (en) * 2023-04-13 2023-05-12 天津祥润金属制品有限公司 3D printing cement-based solar photovoltaic panel bracket and preparation method thereof
CN116102332B (en) * 2023-04-13 2023-06-09 天津祥润金属制品有限公司 3D printing cement-based solar photovoltaic panel bracket and preparation method thereof
CN117846211A (en) * 2023-12-28 2024-04-09 广东工业大学 3D printing low-carbon optimized deformed concrete slab and preparation process thereof

Also Published As

Publication number Publication date
CN107298546B (en) 2019-08-30

Similar Documents

Publication Publication Date Title
CN107298546B (en) Alkali-activated carbonatite cementitious material and its Method of printing for 3D printing
CN104961411B (en) A kind of high-performance powder concrete for 3D printing
KR100741637B1 (en) The environmental related reinforcing block using non-cement materials
CN111233407B (en) 3D printing solid waste concrete component and preparation method thereof
CN102093010B (en) Low-cost carbon fiber reinforced concrete and preparation method and application thereof
CN107954656A (en) A kind of regenerative micro powder concrete with superelevation ductility and preparation method thereof
CN111499294B (en) Ultrahigh-performance concrete dry powder and preparation method thereof
CN102922598B (en) Fabricating method of concrete preformed pile in saline soil region
CN106927761A (en) The high performance concrete of admixture iron tailings sand, silicon ash and basalt fibre
CN106587862A (en) Superfine quick-setting self-compacting repair mortar and preparation method thereof
CN103224374A (en) Ecological type nanometer super high performance cement based composite material and preparation method thereof
CN105622009B (en) A kind of ultra-high performance concrete matrix without silicon ash and preparation method thereof
CN112250355A (en) Alkali-activated fly ash/slag recycled concrete and preparation method thereof
CN104478324A (en) High-temperature-resisting geopolymer based reinforcing and repairing mortar as well as preparation method and application of high-temperature-resisting geopolymer based reinforcing and repairing mortar
CN106587788A (en) Low-cement-content self-compacting concrete and preparation method thereof
CN111116142B (en) Ecological concrete prepared from building waste soil sintered micro powder and preparation method of concrete product thereof
CN104310908A (en) Concrete
CN110606717B (en) Concrete reinforcing additive and application thereof in ultra-high strength concrete
CN109053102A (en) A kind of highly resistance folding high fluidity endurance concrete
CN114213094B (en) Regenerated ceramic powder geopolymer repair mortar and preparation method thereof
KR20120055119A (en) Ultra-high performance fiber reinforced cementitious composites and manufacturing method
CN108298903A (en) A kind of low cost graphene oxide concrete and preparation method thereof
CN106278102B (en) A kind of method and its product carrying out gypsum toughening using nickel slag
CN114163201A (en) 3D concrete material for printing
CN109293311A (en) Ultra-high performance concrete slurry, ultra-high performance concrete and preparation method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant