4-dimensional printing of reinforced concrete

Patent metadata

Field	Value
Publication number	US-2023330891-A1
Application number	US-202318211097-A
Country	US
Kind code	A1
Filing date	Jun 16, 2023
Priority date	Jan 17, 2017
Publication date	Oct 19, 2023
Grant date	—

Abstract

A 4-dimensional printing system and method for printing reinforced concrete may allow reinforced concrete elements to be printed freeform and/or fully automated without the need for formwork, molding, or labor. The printing system may include software and hardware systems. The software system may process 3D models of the reinforced concrete element desired into multiple layers. The software system may utilize the individual layer to control operation of the hardware system to print the desired reinforced concrete element layer-by-layer. The hardware system may provide a concrete nozzle, a reinforcement material nozzle, as well as dispensing mechanisms for printing the materials at the desired locations and/or at desired times for the individual layer being printed. The hardware system may also include motion control mechanism(s) that allow the position of the nozzles to be moved sideward, up and down, and towards or away relative to the element being printed.

First claim

What is claimed is:

1 . A method for 4D printing a reinforced concrete, the method comprising:
obtaining a 3D model of a reinforced concrete element comprising concrete and reinforcement material, wherein the 3D model is separated into individual layers that are a series of layers that make up the 3D model; performing a first printing step for a first layer of the individual layers, wherein the first printing step comprises:
printing a first concrete portion of the first layer at first desired locations, and
printing a first reinforcement material portion of the first layer at second desired locations of the first layer;
performing a second printing step for a next layer of the individual layers adjacent to a previously printed layer, wherein the second printing step comprises
printing a next concrete portion of the next layer at third desired locations, and
printing a next reinforcement material portion of the next layer at fourth desired locations of the next layer; and
repeating the second printing step for subsequent layers of the individual layers until all of the individual layers have been printed.

2 . The method of claim 1 , further comprising the step of slicing the 3D model into the individual layers.

3 . The method of claim 1 , wherein the next concrete portion is printed at a first preferred printing time frame relative to a previous layer, and the next reinforcement material portion is printed at a second preferred printing time frame relative to a previous layer.

4 . The method of claim 3 , wherein the first preferred printing time frame is a time period after a first region of the previous layer, corresponding to the third desired locations to be printed, cures to a desired strength suitable for remaining undamaged by the next layer.

5 . The method of claim 3 , wherein the second preferred printing time frame is a time period after a second region of the previous layer, corresponding to the fourth desired locations to be printed, cures to a desired strength suitable for remaining undamaged by the next layer.

6 . The method of claim 3 , wherein the first preferred printing time frame is a time period before a first region of the previous layer, corresponding to the third desired locations to be printed, hardens to a point that minimum desired bonding can no longer be achieved.

7 . The method of claim 1 , wherein the first printing step, the second printing step, and the repeating of the second printing step alternate between parallel printing and perpendicular printing.

8 . The method of claim 1 , wherein the concrete contains steel fibers.

9 . The method of claim 1 , wherein the reinforcement material is a metal or a fiber reinforced polymer (FRP).

10 . The method of claim 1 , wherein the first printing steps, the second printing step, and the repeating of the second printing step are freeform.

11 . The method of claim 1 , wherein the first printing steps, the second printing step, and the repeating of the second printing step are all automated.

12 . The method of claim 1 , wherein the concrete portion and the reinforcement material portion are printed by two different printers of an apparatus.

13 . The method of claim 12 , wherein the apparatus comprises:
a concrete printer comprising
a concrete nozzle for printing the concrete of the reinforced concrete element,
a first lateral support extending along a lateral axis, wherein the concrete nozzle is positioned on the first lateral support,
spaced apart first support frames extending along a vertical axis, wherein the first lateral support is positioned between and attached to the first support frames,

spaced apart first rails extending along a horizontal axis, the first support frames connected to the first rails to move along the horizontal axis, and
a concrete reservoir for supplying concrete to the concrete nozzle, and
one or more first control mechanisms operable to move the concrete nozzle along the vertical axis, the lateral axis, and the horizontal axis;
a reinforcement material printer comprising
a reinforcement material nozzle for printing the reinforcement material of the reinforced concrete element,
a second lateral support extending along the lateral axis, wherein the reinforcement material nozzle is positioned on the second lateral support,
spaced apart second support frames extending along the vertical axis, wherein the second lateral support is positioned between and attached to the second support frames,
spaced apart second rails extending along the horizontal axis, the second support frames connected to the second rails to move along the horizontal axis, and
a reinforcement material reservoir for supplying reinforcement material to the reinforcement material nozzle, and
one or more second control mechanisms operable to move the reinforcement material nozzle along the vertical axis, the lateral axis, and the horizontal axis; and
wherein the apparatus is operational to move the concrete nozzle and the reinforcement material nozzle independently of one another along the vertical axis, the lateral axis, and the horizontal axis, wherein the apparatus is operational to allow the concrete nozzle and the reinforcement material nozzle to print at different times.

14 . The method of claim 13 , wherein the apparatus further comprises a 3D modeling software for slicing the 3D model into individual layers.

15 . The method of claim 13 , wherein the concrete nozzle is suitable for printing concrete containing steel fibers.

16 . The method of claim 13 , wherein the reinforcement material is a metal or a fiber reinforced polymer (FRP).

17 . The method of claim 13 , wherein printing steps performed by the apparatus are freeform.

18 . The method of claim 13 , wherein printing steps performed by the apparatus are all automated.

Assignees

• Univ Houston System

Inventors

• Mo Yi-Lung
• Yu Cunjiang
• Sawab Jamshaid

Classifications

• B28B1/001 Primary

  Rapid manufacturing of 3D objects by additive depositing, agglomerating or laminating of material (selective deposition modelling of metallic powder B22F10/00; rapid manufacturing of 3D objects in general and in particular of plastics B29C64/00) · CPC title

• B22F10/18

  by mixing binder with metal in filament form, e.g. fused filament fabrication [FFF] · CPC title

• B22F12/222

  for motion along a direction orthogonal to the plane of a layer · CPC title

• B22F12/224

  for motion along a direction within the plane of a layer · CPC title

• B22F12/53

  Nozzles · CPC title