Team Vision for Problem Definition Phase
During this phase, the team intended to lay the foundation for the project moving forward and to setup the communication structure needed to continue. The team created the necessary file storage and organization structure both on Google Drives and on this Confluence Wiki page. The problem was defined through input from the customer and our guide, resulting in both of the Customer and Engineering requirements shown below. The team also has a general schedule for the next three weeks, created and maintained by the project manager. Work for the next phase can begin on a strong project foundation with well defined parameters.
Project Summary
Problem Statement
Prototyping is an essential step of the design process and concrete is one of the strongest and least expensive building materials. By creating a 3D Concrete Printer, MSD students can prototype concrete designs for their projects rapidly. The current printer has a build area that is 3 feet in diameter and 1.5 feet high. However, the current iteration of the 3D Concrete Printer needs improvement with an implementation of a z-axis and a reliable concrete mixture with reliable method of extruding multiple bead shapes.
The goals of this project are to improve the extruder for beads and cleaning, adding a concrete reservoir, and have complete motion along the z-axis. The completed prototype is expected to be used and stored in MSD or Construct space and will be available for MSD teams to use for their projects and prototyping needs.
Description of Current State
Incomplete prototype currently, lacking z-axis motion, needs better concrete mixture. Meets all machine size requirements.
Vision of the Desired State
A fully functional concrete 3D printer that is easily usable by MSD students. Students should be able to use the 3D printer with any CAD models that they need to print. Would allow for MSD projects to prototype concrete objects. Able to print objects up to 36” diameter and 18” tall.
Key Constraints
Must be able to be used and stored in MSD/construct space in an ergonomic fashion. Should be easily assembled, disassembled, cleaned, and moved by any MSD student as necessary.
$500 Initial Budget - depending on what funding is available, our team may need to prioritize certain parts of the project or acquire additional funding.
Use Cases
The file list of use cases can be found here.
Example Use Case (Senior Design Teams):
Example Use Case (CVET 141 Lab)
Project Goals and Key Deliverables
1. Complete the Z dimension hardware and programming.
2. Improve the concrete mixture and perform testing.
3. Create a concrete reservoir that is easy to load and clean. Should hold “one full bag” of concrete.
4. Interchangeable extruders for various bead types. Extruders should be easily cleaned and replaced.
5. Packaging for student to use for prototyping
The goal of this project will be to develop a prototype 3D concrete printer and appropriate concrete mix formula for MSD team use for prototyping. The printer should be able to print concrete objects up to 36” diameter and 18” high.
Customer Requirements (Needs)
The customer requirements are a living document which will be edited iteratively with the progression of the project and the evolution of the needs of the customer, Sarah Brownell.
Importance Key: 1 - High Importance, 2 - Medium Importance, 3 - Low Importance
| Customer Rqmt. # | Importance | Description | Comments/Status |
| CR1 | 3 | Prints objects using cement or similar inexpensive material that can be used in prototyping and mold making. | |
| CR2 | 3 | Prints objects up to 3’ in diameter and 18” tall. | |
| CR3 | 6 | Dimensionally accurate printing. | |
| CR4 | 6 | Concrete bead holds shape when printed | |
| CR5 | 9 | Allows multiple bead shapes | |
| CR6 | 3 | Printer does not clog during printing. | |
| CR7 | 3 | Cures in a similar time to regular concrete (or faster!). | |
| CR8 | 3 | Final object has a strength better than half that of standard concrete. | |
| CR9 | 6 | Easy to clean extruder | |
| CR10 | 3 | Easy to load concrete mixture or add more | |
| CR11 | 6 | Machine reservoir can hold and deliver a mix made with a full bag of cement + additives | |
| CR12 | 3 | Adjustable flow-rate | |
| CR13 | 3 | Can be disassembled for storage when not in use | |
| CR14 | 6 | Can be used indoors without making a mess | |
| CR15 | 6 | Usable by any MSD students to print any object they desire (within dimensional constraints and within reason) |
Engineering Requirements (Metrics & Specifications)
The engineering requirements are a living document which will be edited iteratively with the progression of the project. Marginal values have not been established in order to allow time for discussion with the customer, Sarah Brownell.
Importance Key: 1 - High Importance, 2 - Medium Importance, 3 - Low Importance
| rqmt. # | Importance | Source | Function | Engr. Requirement (metric) | Unit of Measure | Marginal Value | Ideal Value | Actual Value | Test Result | Direction of Improvement | Comments/Status | Test Number | Notes | Date of Update | Updater Initials |
| ER1 | 1 | CR3 | Print resolution in the X and Y axis | Inch | 0.5 | NA | NA | NA | From direct customer request | 9/2/2020 | NG | ||||
| ER2 | 1 | CR3 | Print resolution in the Z axis | Inch | 0.5 | NA | NA | NA | From direct customer request | 9/2/2020 | NG | ||||
| ER3 | 2 | CR5, CR9 | Nozzle is quickly replaceable | min | 10 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER5 | 1 | CR12 | Minimum concrete mass flow rate | lbs/sec | 0 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER6 | 2 | CR12 | Maximum concrete mass flow rate | lbs/sec | 1 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER7 | 1 | CR12, CR3, CR15 | Open source, easily customization, and accessible software interface that utilizes common slicing software | Binary | Yes | NA | NA | NA | 9/2/2020 | NG | |||||
| ER8 | 1 | CR8 | Minimum compressive strength of standard size test printed part | psi | 375 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER9 | 1 | CR8 | Minimum tensile strength of standard size test printed part | psi | 40 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER10 | 2 | CR2 | Minimum printable envelope (object) radius | Inch | 18 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER11 | 2 | CR2 | Minimum printable envelope (object) height | Inch | 18 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER12 | 3 | CR1 | Minimum mixture of mass composition | % mass cement | 50 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER13 | 2 | CR4, CR5 | Geometric shape of print nozzle is maintained in the print bead | Binary | Yes | NA | NA | NA | 9/2/2020 | NG | |||||
| ER14 | 2 | CR7 | Print cure time | hrs | 24 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER15 | 3 | CR13 | External most dimension of the printer when it is in used | ft | 8 x 8 x 8 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER16 | 3 | CR13 | Printer storage size | ft | 5 x 6 x 8 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER17 | 1 | CR6 | Extruder flow is not impeded during printing | % success rate | 90 | >90 | NA | NA | NA | 9/2/2020 | NG | ||||
| ER18 | 2 | CR10 | Maximum hopper fill port height | Inch | 35 | 45 | NA | NA | NA | 9/2/2020 | NG | ||||
| ER19 | 2 | CR10 | Minimum hopper fill port height | Inch | 35 | 20 | NA | NA | NA | 9/2/2020 | NG | ||||
| ER20 | 3 | CR9 | Maximum tools needed to remove and disassemble extruder | Number of tools | 3 | 5 | NA | NA | NA | 9/2/2020 | NG | ||||
| ER21 | 3 | CR9 | Extruder and hopper removal and cleaning time | min | 30 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER22 | 2 | CR11, CR6 | Hopper cement capacity | lbs | 80 | NA | NA | NA | From direct customer request | 9/2/2020 | NG | ||||
| ER23 | 3 | CR10 | Hopper needs to be accessible during print to add in more material | Binary | Yes | NA | NA | NA | 9/2/2020 | NG | |||||
| ER24 | 1 | CR12, CR15 | Flow rate of cement can be adjusted by user via text box through printing control software | Binary | Yes | NA | NA | NA | 9/2/2020 | NG | |||||
| ER25 | 2 | CR14 | Printer does not eject material outside of printer | Binary | Yes | NA | NA | NA | 9/2/2020 | NG | |||||
| ER26 | 1 | CR4, CR2 | Maximum air-bubble radius contained in extruded concrete segment | inch | 0.125 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER27 | 2 | CR3 | Minimum bead width | inch | 0.5 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER28 | 2 | CR3 | Maximum bead width | inch | 2 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER29 | 2 | CR4, CR2 | Maximum bubble bead composition | % volume | 30 | NA | NA | NA | 9/2/2020 | NG | |||||
| ER30 | 1 | CR4 | Maximum bead width devastation | inch | 0.25 | NA | NA | NA | 9/2/2020 | NG |
Constraints
$500 Initial Budget: The team will need to prioritize spending on certain components and make the most use of the materials that are already available. If the budget isn't sufficient then we will have to find additional sponsors or funding.
Must be physically sized to be stored and operated in the MSD or Construct space.
Needs to be easily and quickly assembled, disassembled, cleaned, and moved by any MSD student or faculty member.
Needs to use software that accepts any 3D model of the right dimensions. Software interface should be simple, straightforward, and easy to troubleshoot.
Design Review Materials
Link to Problem Definition Review Notes: https://wiki.rit.edu/x/GizjDQ
Plans for next phase
As a team, we would like to have all the System Design Level Phase complete. This includes MSD 1 assignments, researching/reviewing previous last team's materials, and individual 3-week plans. Below are individual tasks the team will work on to help our team achieve these goals.
| Task Description | Complete by | Sequence | Impact | Time Required | Member |
|---|---|---|---|---|---|
| Read and understand electrical documentation fully | 9/14 | Needed before electrical subsystem design | Understanding the electrical subsystem of previous design | 10 hours | Anthony |
| Investigate stepper motor issue that previous team had (difficulty simulating a geared stepper motor" | 9/18 | Needed before electrical subsystem design | Potentially improve upon previous design | 15 Hours | Anthony |
| Keep Confluence wiki up to date | 10/5 | Update as assignments are completed to avoid having to mass populate pages | Documentation of project | 10 hours | Anthony |
| Assemble x and y axis prototypes to do a movement feasibility study Derek | 9/28 | Must happen after inventory task and previous mechanical electrical design review tasks | Understanding feasibility of previous design | 10 hours | Nicola |
| Assemble extruder assembly to do a extrusion feasibility study with Derek | 9/28 | Must happen after inventory task and previous mechanical electrical design review tasks | Understanding feasibility of previous design | 10 hours | Nicola |
| Document existing materials contained in cubicle 2 with Derek | 9/16 | Needed before feasibility study | Inventory of existing materials on hand | 20 hours | Nicola |
| Read through all the mechanical drawings to understand assembly procedure | 9/16 | Needed before feasibility study | Understanding mechanical properties of previous design | 7 hours | Nicola |
| Read through electrical diagrams and motor spec sheets to understand how electrical components work and their limitations with Anthony | 9/16 | Needed before feasibility study | Understanding mechanical properties of previous design | 10 hours | Nicola |
| Research overhang properties of concrete | 9/20 | Needed before Nozzle, Extruder, and Reservoir design | Nozzle, extruder, reservoir | 10 Hours | Tyler |
| Research mixture qualities of concrete | 9/20 | Needed before Nozzle, Extruder, and Reservoir design | Nozzle, extruder, reservoir | 10 Hours | Tyler |
| Research additives for quick setting | 9/20 | Needed before Nozzle, Extruder, and Reservoir design | Nozzle, extruder, reservoir | 10 Hours | Tyler |
| Do flow simulation of auger and nozzle design | 9/20 | Needed before Nozzle and Extruder design | Extruder & Nozzle design | 10 Hours | Tyler |
| research concrete reservoir mixing setups | 9/20 | Needed for Reservoir design | Reservoir Design | 10 Hours | Tyler |
| Watch and review videos posted from last team | 9/11 | After Problem Definition Review | Will provide information on what previous team has tried. Will help start system level concept development. | 2 hours | Meghan |
Review CAD files from previous team | 9/14 | Before System level concepts are started | Will help start system level concept development. | 10 hours | Meghan |
| Review Production Planning and Scheduling notes from ISEE-420 | 9/14 | After Problem Definition Review | Will provide management tools for the team to stay on track and progress with project. | 6 hours | Meghan |
| Keep MSD Schedule up to date with any changes | 9/28 | Update as often as needed | Display order that some tasks must be completed in. | 4 hours | Meghan |
| Research alternative products that could be used in our subsystems | 9/20 | After system level concepts have been started | Will use up some of our budget. Will reduce internal work. | 10 hours | Meghan |
| Create an updated BOM with the materials from the last MSD ConcRIT team. | 9/14 | Needed before construction of X-axis, Y-axis, and extruder. Also needed before purchasing any parts. | On spending, budget, parts needed. | 20 hours | Derek |
| Construct X-axis, Y-axis, and extruder assemblies from previous MSD ConcRIT team. | 9/14 | Needed before feasibility study on the previous design can be started. | Impacted by results of the BOM investigation, impacts the feasibility of the previous design. | 10 hours | Derek |
| Perform feasibility studies on the X-axis, Y-axis, and extruder assemblies. | 9/21 | Needed to confirm that the previous teams design hits our CRs and ERs. | Impacts every system and the systems level concepts. | 5 hours | Derek |
| Review systems level interfaces, components, and architecture. | 9/28 | Needs to be done in conjunction with developing the systems level concepts. | Impacts every system and the appropriate feasibility studies. | 8 hours | Derek |
| Develop systems level concepts. | 9/14 | Needs to be done in conjunction with reviewing the architecture. | Impacts every lower level part of the system. | 5 hours | Derek |

