CA2602071A1 - Method and device for building automatically conglomerate structures - Google Patents

Method and device for building automatically conglomerate structures Download PDF

Info

Publication number
CA2602071A1
CA2602071A1 CA002602071A CA2602071A CA2602071A1 CA 2602071 A1 CA2602071 A1 CA 2602071A1 CA 002602071 A CA002602071 A CA 002602071A CA 2602071 A CA2602071 A CA 2602071A CA 2602071 A1 CA2602071 A1 CA 2602071A1
Authority
CA
Canada
Prior art keywords
horizontal
operating head
binder
layer
granular material
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.)
Abandoned
Application number
CA002602071A
Other languages
French (fr)
Inventor
Enrico Dini
Roberto Nannini
Moreno Chiarugi
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of CA2602071A1 publication Critical patent/CA2602071A1/en
Abandoned legal-status Critical Current

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/40—Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material
    • B28B7/46—Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material for humidifying or dehumidifying
    • B28B7/465—Applying setting liquid to dry mixtures
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/001—Rapid manufacturing of 3D objects by additive depositing, agglomerating or laminating of material
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C64/00—Additive manufacturing, i.e. manufacturing of three-dimensional [3D] objects by additive deposition, additive agglomeration or additive layering, e.g. by 3D printing, stereolithography or selective laser sintering
    • B29C64/10—Processes of additive manufacturing
    • B29C64/165—Processes of additive manufacturing using a combination of solid and fluid materials, e.g. a powder selectively bound by a liquid binder, catalyst, inhibitor or energy absorber
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C67/00—Shaping techniques not covered by groups B29C39/00 - B29C65/00, B29C70/00 or B29C73/00
    • B29C67/24—Shaping techniques not covered by groups B29C39/00 - B29C65/00, B29C70/00 or B29C73/00 characterised by the choice of material
    • B29C67/242—Moulding mineral aggregates bonded with resin, e.g. resin concrete
    • B29C67/243—Moulding mineral aggregates bonded with resin, e.g. resin concrete for making articles of definite length
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Optics & Photonics (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Coating Apparatus (AREA)
  • Bridges Or Land Bridges (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The present invention relates to the automatic construction of buildings or other heavy constructions by a method and a device suitable for reducing the construction time and for assisting its relative operations. This method comprises the steps of CAD- modelling a structure through volume or surface modelling steps, sectioning the structure computed model with horizontal parallel planes according to a predetermined pitch, prearranging an apparatus that deposits in alternation a layer of granular material and a liquid binder only in coincidence with the solid portions of said plane, within containing walls that define a closed perimeter. This method can be carried out by an apparatus having a horizontal frame (1) suitable for supporting a bridge crane (15) capable of causing and operating head to move (16) in a horizontal plane defined by said horizontal frame (1) . The frame (1) is movable along four uprights (3, 4, 5, 6) vertically (11,12,13,14), the bridge crane (15) is sliding horizontally (18) , and the operating head is sliding horizontally (19) .

Description

TITLE
METHOD AND DEVICE FOR BUILDING AUTOMATICALLY CONGLOMERATE
STRUCTURES
Field of the invention The present invention relates to building and, in particular to the automatic construction of buildings or other heavy constructions by a method and a device suitable for reducing the building time and for assisting its relative operations. The present invention is used also to build particularly articulated and complex structures.

Background of the invention Many methods are known for making buildings, with different construction techniques and materials.
A well known technique uses concrete that is cast in a semi-fluid form in a formwork. With this technique volumes of concrete are obtained having the shape of the formwork used.
This technique has the drawback a complex work is required to obtain complex forms having convexities and concavities, mainly owing to the difficulty to provide formworks with shape complex and owing to the low resistance to pulling stresses of the concrete, which requires the use of steel reinforcements that must be folded to follow the shape of the formwork.
Another drawback is the cost of the manual work to make the formwork before casting the concrete and for removing the formworks after hardening.
A further drawback is the cost of the formwork material.
Another drawback of the method for construction with concrete is the waiting time necessary for hardening.
It is felt, then, the need of a method for making buildings, which is quick and not expensive, suitable for being carried out with an automatic method Summary of the invention A feature of the present invention is therefore that to provide a method for making automatically buildings and other works in the building industry.
Another feature of the invention is to provide a method for making buildings obtained with volumes with even complex shape, comprising also concave or convex surfaces, and undercut portions of whichever form and size.
A further object is to provide a method suitable for providing structures resistant not only to compression, but even to pulling stresses.
Another feature of the invention is to provide an apparatus suitable for carrying out said method.
These and other objects are achieved by a method for building automatically conglomerate structures, characterized in that it comprises the steps of:
- CAD modelling a structure of building, in particular with a CAD function of surface modelling or of volume modelling, obtaining a computer file structure model;
- sectioning said computer file structure model with horizontal parallel planes according to a predetermined pitch, in order to generate a plurality of cross section planes of the structure comprising solid and empty areas, corresponding to the solid and empty parts of the structure, said planes being sorted from below towards the above;
- prearranging an apparatus suitable for depositing in alternation a layer of granular material and a liquid binder within containing walls that define a closed perimeter;
- moving said apparatus within said perimeter in order to deposit a first uniform horizontal layer of granular inert material of thickness corresponding to said predetermined pitch;
- spraying a first layer of binder by said apparatus in order to reproduce a first plane of said cross section planes, forming a layer of inert material and of binder only at said solid areas, said apparatus having a operating head suitable for moving in a horizontal plane;
- raising vertically said apparatus according to said pitch;
- repeating the deposition step of granular inert material and repeating on it the binder spraying step as many times as are the horizontal cross sections of the structure, each time for a different and vertically next cross section plane up to complete the last layer;
- removing the inert material that has not been bond by the binder and that has accumulated within said perimeter, freeing a solid structure that repeats accurately said structure model.
In particular, said method provides a step of enveloping said structure or portion of it with a.
plurality of single volumes that envelope said structure.
In particular, said single volumes are selected from the group comprised of: parallelepipeds, cylinders, prisms, spheres or parts or combinations of them.
Advantageously, said single volumes have edges or vertical generatrix parallel to vertical sides of said structure and the horizontal edges parallel to the horizontal planes of said structure.
In a preferred exemplary embodiment said parallel and horizontal cross section planes are equidistant with respect to each other.
Advantageously, a CAM system is provided having graphical environment suitable for displaying said model structure file.
Always advantageously, said apparatus comprises an operating head piloted on said horizontal planes with independent motion or interpolated motion according to Cartesian or polar coordinates.
According to another aspect of the present invention, an apparatus for building automatically conglomerate structures is characterized in that it comprises:
- a closed perimeter defined by containing walls;
- a horizontal frame suitable for supporting a bridge crane capable of causing a operating head to move in a horizontal plane defined by said horizontal frame within said perimeter;
- means for actuating said operating head on said horizontal plane parallel to said bridge crane;
- a framework having at least one upright capable of supporting said horizontal frame;
- means for moving said horizontal frame in a vertical direction;
- a control unit suitable for controlling the succession of operations up to completion of said structure;
- wherein said containing walls are capable to contain said inert material in a working area larger than said conglomerate structure.
In a preferred exemplary embodiment said containing walls are vertical and define a parallelepiped or cylindrical volume on said working area.
Advantageously, a covering is provided for roofing said containing walls.
In particular, said covering is capable of stopping hermetically said volume so that a vacuum can be created inside.
Advantageously, said operating head comprises:
- at least one binder spraying nozzle operated by a controlled electro valve;
- a premixing head;
- a feeding pump;
- a reservoir;
- a washing system.
In a preferred exemplary embodiment, said operating head comprises a volumetric doser for supplying said operating head with a known amount of inert material for each stroke.
Advantageously, said operating head comprises a blade that is adapted to slide on the deposited inert material to uniform it in order to achieve a predetermined thickness, on the whole working area.
In particular, said resin is selected from the group comprised of:
- epoxy resins;
- cross linking polyurethane.
Advantageously, said resin has a viscosity set between 3 and 10 poises, and preferably between 6 and 8 poises, and is adapted to be fluid enough to penetrate between the granules of the granular material for a height corresponding to said pitch, thus reaching the layer of granular material bonded in the previous step.
In particular, said granular material has a granulometry set between 0,1 and 2 mm, and preferably between 0,5 and 1,5 mm. This way the granular material has a value of maximum effective porosity adapted to cause said binder to penetrate between the deposited granules up to reaching the layer already sprayed in the previous cycle.
Brief description of the drawings The invention will be made clearer with the description of some of its exemplary embodiments, exemplifying but not limitative, with reference to the attached drawings wherein:
- Figure 1 shows an apparatus for building automatically conglomerate structures according to the present invention, comprising a horizontal frame sliding vertically on which a bridge crane is slidingly engaged that supports a operating head;
- Figure 2 shows an end portion of said bridge crane;
- Figures 3 and 4 show respectively a perspective view and a front view of an apparatus according to the invention and figure 5 shows a view of the operating head, relative to a first operative deposition st-ep of an amount of granular material;
- Figures 6, 7 and 8 show the apparatus according to the invention, during a step of spreading the granular material along the exposed surface of the previously deposited layer;
- Figures 9, 10 and 11 show the apparatus at the end of a stroke of spreading the binder;
- Figures 12, 13 and 14 show the apparatus during a back stroke when the operating head sprays a binder on the layer of granular material just deposited only on the solid areas of a cross section;
- Figures 15, 16 and 17 show the final part of the spraying stroke;
- Figures 18, 19 and 20 show the repetition of the first step with a further deposition of an amount of granular material.
- Figures 21 and 22 show respectively a perspective view and an elevational view of the final steps of completion of the building.
- Figure 23 shows a cross sectional view of a portion of a structure comprising two layers of granular material 61 and 62 deposited in two successive steps.

Description of the preferred exemplary embodiment In the following description an example will be shown of an embodiment of an apparatus that carries out the method according to the invention.
In particular, in figure 1 an apparatus is described according to the invention suitable for making automatically conglomerate structures of buildings. it comprises a framework having four uprights 3, 4, 5, 6 capable of supporting a horizontal frame 1 movable vertically along such uprights.
Horizontal frame 1, with closed shape has at least two parallel sides 2 for slidingly engaging with two ends of a bridge crane 15 which holds an operating head 16.
Altogether, operating head 16 moves along arrow 19 perpendicular to the sliding direction 18 of bridge crane 15 and frame 1 can move vertically along arrows 11, 12, 13, 14.
In figure 2 an end portion of bridge crane 15 is shown more in detail. The bridge crane structure 15 comprises a beam 21, having at each end a couple of wheels 23 that engage with the inner part of the beams 2 of figure 1. A guide 20 is provided integral and parallel to beam 21 that slidingly holds a slide 24 of operating head 16, which is capable of spraying a liquid binder on a just deposited layer of granular material. Beam 21 supports a hopper 17 with elongated shape, which extends along the length of beam 21 and is adapted to deposit a predetermined amount of granular material at one end of the depositing plane. Along beam 21 a blade is arranged for spreading the granular material just deposited by the above described hopper 17.
Figures 3 and 4 show respectively a perspective view and a front view of an apparatus according to the invention and figure 5 is a view of operating head 16, relative to a first operative deposition step of an amount of granular material, in which frame 1 is at the position of zero (ground level), bridge crane 15 is in its first stop position and operating head 16 is in its first stop position.
The apparatus comprises four containing walls 31 that define a volume that is going to be filled with granular material following the method according to the invention.
Figures 6, 7 and 8 show the apparatus according to the invention, during a step of spreading the granular material along the exposed surface of the previously deposited layer. In this step bridge crane 15 moves towards its second limit stop, distributing and leveling the granular material deposited in the previous step, by blade 22.
Figures 9, 10 and 11 show the apparatus at the end of the previous step. Frame 1 is still at ground level, bridge crane 15 has achieved its second limit stop and is still, while operating head 16 is still at its first limit stop.
Figures 12, 13 and 14 show the apparatus in a step of back stroke when operating head 16 sprays the binder on the layer of granular material only at the solid areas of the calculated cross section. In this step frame 1 is still at the zero level, bridge crane 15 moves back and operating head 16 sprays the binder and moves along its sliding axis.
Figures 15, 16 and 17 show the apparatus at the end of the spraying step, when frame 1 is still at ground level, bridge crane 15 and operating head 16 have moved back to their first limit stop. In this position, the doser 40 of bridge crane 15 is filled with an amount of granular material to be deposited in the next step.
Figures 18, 19 and 20 show the repetition of the previous steps, in particular of the first step, on a second distribution level reached by raising frame 1 for a height equal to the pitch. In this step the amount of granular material stored in the previous step is deposited by doser 40. When frame 1 is stepped up, bridge crane 15 and operating head 16 are at the respective first limit stops.
In figure 21 the apparatus is carrying out its last step before completion of the conglomerate structure.
In figure 22 the structure of building 50 has been completed. The next steps are the evacuation of the granular material not cemented by the binder, thus leaving the cemented part and then the structure, and removing the containing walls and then the apparatus.
Figure 23 shows a cross sectional view of a portion of structure comprising two layers of granular material 61 and 62 deposited in two successive steps. The resin is selected from the group comprised of epoxy resin and cross linking polyurethane; it has a viscosity set between 3 and 10 poises, and preferably between 6 and 8 poises, and is adapted to be fluid enough to penetrate between the granules of the granular material for a hei.ght corresponding to pitch 68, thus achieving the layer 64 of granular material previously formed.
In particular, said granular material has a granulometry set between 0,1 and 2 mm, and preferably between 0,5 and 1,5 mm; this way the granular material has a maximum effective porosity adapted to cause said binder to penetrate between the deposited granules up to reaching the layer already sprayed in the previous cycle.
The foregoing description of specific embodiments will so fully reveal the invention according to the conceptual point of view, so that others, by applying current knowledge, will be able to modify and/or adapt for various applications such embodiments without further research and without departing from the invention, and it is therefore to be understood that such adaptations a=nd modifications will have to be considered as equivalent to the specific embodiments. The means and the materials to realise the different functions described herein could have a different nature without, for this reason, departing from the field of the invention. It is to be understood that the phraseology or terminology employed herein is for the purpose of description and not of limitation.

Claims (14)

1. A method for building automatically conglomerate structures, characterized in that it comprises the steps of:
- CAD modelling a structure of building, in particular with a CAD function of surface modelling or of volume modelling, obtaining a computer file structure model;
- sectioning said computer file structure model with horizontal parallel planes, in particular planes that are equidistant according to a predetermined pitch, in order to generate a plurality of cross section planes of the structure comprising solid and empty areas, corresponding to the solid and empty parts of the structure, said planes being sorted from below towards the above;
- prearranging, within containing walls that define a closed perimeter, an apparatus suitable for depositing in alternation a layer of granular material and a liquid binder.
- moving said apparatus within said perimeter in order to deposit a first uniform horizontal layer of granular inert material of thickness corresponding to said predetermined pitch;
- spraying a first layer of binder by said apparatus in order to reproduce a first plane of said cross section planes, forming a layer of inert material and of binder only at said solid areas, said apparatus having an operating head suitable for moving in a horizontal plane;
- raising vertically said apparatus according to said pitch;
- repeating the deposition step of granular inert material and repeating on it the binder spraying step as many times as are the horizontal cross sections of the structure, each time for a different and vertically next cross section plane, up to complete the last layer;
- removing the inert material that has not been bond by the binder and that has accumulated within said perimeter, freeing a solid structure that repeats accurately said structure model.
2. Method according to claim 1, wherein said step of modelling provides a step of enveloping said structure or a portion of it with a plurality of elementary volumes, and, in particular said single volumes are selected from the group comprised of: parallelepipeds, cylinders, prisms, spheres or parts or combinations of them.
3. Method according to claim 1, wherein said single volumes have vertical edges or vertical generatrix parallel to vertical sides of said structure and have horizontal edges parallel to the horizontal planes of said structure.
4. Method according to claim 1, wherein said apparatus comprises an operating head piloted on said horizontal plane with independent motion or interpolated motion according to Cartesian or polar coordinates.
5. Method according to claim 1, wherein said resin is selected from the group comprised of:
- epoxy resins;
- cross linking polyurethane.
6. Method according to claim 1, wherein said resin has a viscosity set between 3 and 10 poises, and preferably between 6 and 8 poises, and is adapted to be fluid enough to penetrate between the granules of the granular material for a height corresponding to said pitch thus achieving the layer of granular material previously formed.
7. Method according to claim 1, wherein said granular material has a granulometry of value set between 0,1 and 2 mm, and preferably between 0,5 and 1,5 mm whereby it has a value of maximum effective porosity adapted to cause said binder to penetrate between the deposited granules up to reaching the layer already sprayed in the previous cycle.
8. An apparatus for building automatically conglomerate structures, characterized in that it comprises:
- a closed perimeter defined by containing walls;
- a horizontal frame suitable for supporting a bridge crane capable of causing an operating head to move in a horizontal plane defined by said horizontal frame within said perimeter;
- means for actuating said operating head on said horizontal plane parallel to said bridge crane;
- a framework having at least one upright capable of supporting said horizontal frame;
- means for moving said horizontal frame in a vertical direction;
- a control unit suitable for controlling the succession of operations up to completion of said structure;
- wherein said containing walls are capable to contain said inert material in a working area larger than said conglomerate structure.
9. Apparatus according to claim 8, wherein said operating head comprises a blade that is adapted to slide on the deposited inert material to uniform it in order to achieve a predetermined thickness, on the whole working area.
10. Apparatus according to claim 8, wherein said containing walls are vertical and define a parallelepiped or cylindrical volume on said working area.
11. Apparatus according to claim 8, where a covering is provided for roofing said containing walls.
12. Apparatus according to claim 11, wherein said covering is capable of stopping hermetically said volume so that a vacuum can be created inside.
13. Apparatus according to claim 8, wherein said operating head comprises:
- at least one binder spraying nozzle operated by a controlled electro valve;
- a premixing head;
- a feeding pump;
- a reservoir;
- a washing system.
14. Apparatus according to claim 8, wherein said operating head comprises a volumetric doser for supplying said operating head with a known amount of inert material for each stroke.
CA002602071A 2005-03-22 2006-03-16 Method and device for building automatically conglomerate structures Abandoned CA2602071A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ITPI2005A000031 2005-03-22
IT000031A ITPI20050031A1 (en) 2005-03-22 2005-03-22 METHOD AND DEVICE FOR THE AUTOMATIC CONSTRUCTION OF CONGLOMERATE BUILDING STRUCTURES
PCT/IB2006/000596 WO2006100556A2 (en) 2005-03-22 2006-03-16 Method and device for building automatically conglomerate structures

Publications (1)

Publication Number Publication Date
CA2602071A1 true CA2602071A1 (en) 2006-09-28

Family

ID=37024203

Family Applications (1)

Application Number Title Priority Date Filing Date
CA002602071A Abandoned CA2602071A1 (en) 2005-03-22 2006-03-16 Method and device for building automatically conglomerate structures

Country Status (12)

Country Link
US (1) US20080148683A1 (en)
EP (1) EP1868793A2 (en)
JP (1) JP2008534819A (en)
CN (1) CN101146666A (en)
AU (1) AU2006226104A1 (en)
BR (1) BRPI0606334A2 (en)
CA (1) CA2602071A1 (en)
EA (1) EA011978B1 (en)
IT (1) ITPI20050031A1 (en)
UA (1) UA89395C2 (en)
WO (1) WO2006100556A2 (en)
ZA (1) ZA200708079B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11975484B2 (en) 2013-10-30 2024-05-07 Branch Technology, Inc. Cellular fabrication and apparatus for additive manufacturing

Families Citing this family (47)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006030350A1 (en) * 2006-06-30 2008-01-03 Voxeljet Technology Gmbh Method for constructing a layer body
US10226919B2 (en) 2007-07-18 2019-03-12 Voxeljet Ag Articles and structures prepared by three-dimensional printing method
ITPI20070108A1 (en) * 2007-09-17 2009-03-18 Enrico Dini PERFECTED METHOD FOR THE AUTOMATIC CONSTRUCTION OF CONGLOMERATE STRUCTURES
DE102007050953A1 (en) 2007-10-23 2009-04-30 Voxeljet Technology Gmbh Device for the layered construction of models
PL2323823T3 (en) * 2008-08-13 2014-03-31 Hoegskolen I Vestfold Automated manufacturing of large scale shell structures in setting materials
IT1395207B1 (en) * 2009-07-24 2012-09-05 Monolite Uk Ltd METHOD AND DEVICE FOR THE RAPID MANUFACTURE OF CONGLOMERATE STRUCTURES
DE102010013733A1 (en) * 2010-03-31 2011-10-06 Voxeljet Technology Gmbh Device for producing three-dimensional models
DE102011007957A1 (en) 2011-01-05 2012-07-05 Voxeljet Technology Gmbh Device and method for constructing a layer body with at least one body limiting the construction field and adjustable in terms of its position
DE102011111498A1 (en) 2011-08-31 2013-02-28 Voxeljet Technology Gmbh Device for the layered construction of models
DE102012004213A1 (en) 2012-03-06 2013-09-12 Voxeljet Technology Gmbh Method and device for producing three-dimensional models
CN102661033B (en) * 2012-05-14 2014-08-06 佛山市南海保达建筑机械设备有限公司 Drawer type building receiving platform
DE102012012363A1 (en) * 2012-06-22 2013-12-24 Voxeljet Technology Gmbh Apparatus for building up a layer body with a storage or filling container movable along the discharge container
US9017596B2 (en) * 2013-01-31 2015-04-28 Siemens Energy, Inc. Slag removal apparatus and method
DE102013003303A1 (en) 2013-02-28 2014-08-28 FluidSolids AG Process for producing a molded part with a water-soluble casting mold and material system for its production
EP2851208A1 (en) 2013-09-24 2015-03-25 Sika Technology AG Floor with inlay pattern prepared by additive manufacturing techniques
ES2879847T3 (en) 2013-10-30 2021-11-23 Branch Tech Inc Additive manufacturing of buildings and other structures
DE102013018182A1 (en) 2013-10-30 2015-04-30 Voxeljet Ag Method and device for producing three-dimensional models with binder system
DE102013018031A1 (en) 2013-12-02 2015-06-03 Voxeljet Ag Swap body with movable side wall
DE102014004692A1 (en) * 2014-03-31 2015-10-15 Voxeljet Ag Method and apparatus for 3D printing with conditioned process control
CN103967276B (en) * 2014-04-29 2016-03-02 同济大学 Based on the building engineering construction device of 3D printing technique
DE102014007584A1 (en) 2014-05-26 2015-11-26 Voxeljet Ag 3D reverse printing method and apparatus
CN104275732B (en) * 2014-10-15 2017-01-25 南京倍立达新材料系统工程股份有限公司 Quicksand supported GRC (glass-fiber reinforced composite) product based thee-dimensional printing device
DE102015003372A1 (en) 2015-03-17 2016-09-22 Voxeljet Ag Method and device for producing 3D molded parts with double recoater
US20180093373A1 (en) * 2015-04-12 2018-04-05 Imprimere Ag Concrete Printer and Method for Erecting Structures Using a Concrete Printer
DE102015006363A1 (en) 2015-05-20 2016-12-15 Voxeljet Ag Phenolic resin method
DE102015011503A1 (en) 2015-09-09 2017-03-09 Voxeljet Ag Method for applying fluids
DE102015011790A1 (en) 2015-09-16 2017-03-16 Voxeljet Ag Device and method for producing three-dimensional molded parts
CN105220879B (en) * 2015-11-05 2017-10-13 大连格林普建筑科技有限公司 Architectural engineering 3D printer
ITUB20155482A1 (en) 2015-11-11 2017-05-11 Desamanera S R L BINDER AND PROCEDURE FOR THE MANUFACTURED ADDITIVE PRODUCTION
CN105401727B (en) * 2015-11-26 2017-08-25 中国矿业大学 A kind of modularization three-dimensional building printer
CN105599304B (en) * 2016-02-02 2019-01-29 上海建工集团股份有限公司 The fixed parallel 3D printing system for building of the uniaxial more rails of climbing type and method
CN105479760B (en) * 2016-02-02 2018-01-02 中国建筑股份有限公司 A kind of skyscraper 3D increases material and builds construction method and equipment
ITUB20161124A1 (en) 2016-02-26 2017-08-26 Desamanera S R L MAGNESIUM-BASED BINDER AND PROCEDURE FOR THE ADDITIVE PRODUCTION OF MANUFACTURED ARTICLES WITH SUCH A BINDER
DE102016002777A1 (en) 2016-03-09 2017-09-14 Voxeljet Ag Method and device for producing 3D molded parts with construction field tools
US10267916B2 (en) 2016-04-18 2019-04-23 Caterpillar Inc. Three-dimensional construction systems and methods for creating an object
AT518837B1 (en) * 2016-06-23 2018-06-15 Metallconcept Gmbh Device for producing at least one three-dimensional component for the construction industry
DE102016013610A1 (en) 2016-11-15 2018-05-17 Voxeljet Ag Intra-head printhead maintenance station for powder bed-based 3D printing
CN106738929B (en) * 2017-01-20 2019-01-18 嘉兴钛胺新材料科技有限公司 A kind of 3D printer with automatic clearing function
DE102017006860A1 (en) 2017-07-21 2019-01-24 Voxeljet Ag Method and device for producing 3D molded parts with spectrum converter
WO2019151957A1 (en) 2018-01-30 2019-08-08 Scg Cement-Building Materials Co., Ltd. A formula of powder materials for machines used in forming construction, structural, and the powder materials thereof
DE102018006473A1 (en) 2018-08-16 2020-02-20 Voxeljet Ag Method and device for the production of 3D molded parts by means of layer construction technology by means of a closure device
DE102019000796A1 (en) 2019-02-05 2020-08-06 Voxeljet Ag Exchangeable process unit
DE102019007595A1 (en) 2019-11-01 2021-05-06 Voxeljet Ag 3D PRINTING PROCESS AND MOLDED PART MANUFACTURED WITH LIGNINE SULPHATE
AT522763B1 (en) * 2019-12-05 2021-01-15 Metallconcept Gmbh Printhead
IT202000017647A1 (en) * 2020-07-21 2022-01-21 Antonino Italiano SYSTEM AND METHOD OF 3D PRINTING FOR AUTOMATICALLY CONSTRUCTING A BUILDING
WO2022139620A1 (en) * 2020-12-25 2022-06-30 Общество с ограниченной ответственностью "АРКОДИМ" Printing head and printing method
WO2023147194A1 (en) 2022-01-31 2023-08-03 Branch Technology, Inc. Methods, systems, and panels for customized retrofit of a building exterior

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000280354A (en) * 1999-03-29 2000-10-10 Minolta Co Ltd Apparatus and method for there-dimensional shaping
US20020090410A1 (en) * 2001-01-11 2002-07-11 Shigeaki Tochimoto Powder material removing apparatus and three dimensional modeling system
JP2002205338A (en) * 2001-01-11 2002-07-23 Minolta Co Ltd Powder material removing apparatus and three- dimensional shaping system
EP1475220A3 (en) * 2003-05-09 2009-07-08 FUJIFILM Corporation Process for producing three-dimensional model, and three-dimensional model
CN100467255C (en) * 2003-06-24 2009-03-11 Cmet公司 Three-dimensional structure and method for production thereof
US7120512B2 (en) * 2003-08-25 2006-10-10 Hewlett-Packard Development Company, L.P. Method and a system for solid freeform fabricating using non-reactive powder
WO2005023524A2 (en) * 2003-08-29 2005-03-17 Z Corporation Absorbent fillers for three-dimensional printing
US20050280185A1 (en) * 2004-04-02 2005-12-22 Z Corporation Methods and apparatus for 3D printing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11975484B2 (en) 2013-10-30 2024-05-07 Branch Technology, Inc. Cellular fabrication and apparatus for additive manufacturing

Also Published As

Publication number Publication date
WO2006100556A2 (en) 2006-09-28
WO2006100556A3 (en) 2007-01-11
BRPI0606334A2 (en) 2009-09-29
ZA200708079B (en) 2008-09-25
CN101146666A (en) 2008-03-19
UA89395C2 (en) 2010-01-25
EP1868793A2 (en) 2007-12-26
ITPI20050031A1 (en) 2006-09-23
JP2008534819A (en) 2008-08-28
US20080148683A1 (en) 2008-06-26
EA200701767A1 (en) 2008-04-28
EA011978B1 (en) 2009-06-30
AU2006226104A1 (en) 2006-09-28

Similar Documents

Publication Publication Date Title
US20080148683A1 (en) Method and Device for Building Automatically Conglomerate Structures
EP2203286B1 (en) Improved method for automatically producing a conglomerate structure
WO2011021080A2 (en) Method and apparatus for quick production of a conglomerate building structure
EP1711328B1 (en) Robotic system for automated construction
US8518308B2 (en) Automated plumbing, wiring, and reinforcement
CN108505644B (en) CL composite concrete shear wall construction method
BR112020020786A2 (en) ROBOTIZED CONSTRUCTION SYSTEM
CA3113127A1 (en) Concrete structure manufacturing apparatus and method
US20220081916A1 (en) Structure construction apparatus
EP3501769A1 (en) Method of vertical forming of a concrete wall structure and apparatus therefor
US10760271B2 (en) Additive manufactured multi-colored wall panel
JP7386474B2 (en) 3D modeling system
CN109025256B (en) High-rise building 3D printing device connected with steel platform and construction method
CN114311268A (en) Automatic segmental beam pouring process
EP3303710A1 (en) Method and apparatus for producing oblong support structures
US20240295131A1 (en) Systems and methods for additive manufacturing using an adjustable form
Amediya Robotics and automation in construction
US11174636B2 (en) Additive manufactured multi-colored wall panel
박문용 Optimizing 3D Printer Depending on 3D printing Concrete Property
TWI656266B (en) Method of forming a waffle slab with surafces of concrete that do not require polishing
CN112049363A (en) Leveling-free paving method for underground garage
OA19503A (en) Method of reinforced cementitious construction by high speed extrusion printing and apparatus for using same.
JP2003116410A (en) Evenly distribution device for oyster
JPS5888066A (en) Coating method and apparatus of mortar

Legal Events

Date Code Title Description
FZDE Discontinued
FZDE Discontinued

Effective date: 20110316