USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662...

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USDA Subsurface Banding Implement Soil Trencher Improvements Concept Design Review Corp 10 Fall 2010 Christina Locklear Alex Peterson Alex Scammell Patrick Smyth Matt Turberville

Transcript of USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662...

Page 1: USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662 B2. 25 May 2010 Mission Objective •Litter Application Component: “To improve

USDA Subsurface Banding Implement Soil Trencher Improvements

Concept Design Review

Corp 10 – Fall 2010

Christina Locklear

Alex Peterson

Alex Scammell

Patrick Smyth

Matt Turberville

Page 2: USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662 B2. 25 May 2010 Mission Objective •Litter Application Component: “To improve

Outline

• Mission Objective

• Architectural Design– Feasible Alternatives

– Final Concept

• Product Hierarchy

• Bill of Materials

• Preliminary Analysis

• Questions

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“The Trencher”

Direction of travel

Way, Thomas et al. “Applicator System and Method for the Agricultural Distribution of Biodegradable and Non-Biodegradable Materials.” Patent 7,721,662 B2. 25 May 2010

Page 4: USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662 B2. 25 May 2010 Mission Objective •Litter Application Component: “To improve

Mission Objective

• Litter Application Component:

“To improve or redesign the walls of the poultry litter implement so that litter can be more effectively distributed to the soil, mitigating the clogging that currently occurs during normal operation”

• Dirt Recovery Component

“To improve or replace the current press-wheel system used on the implement for dirt recovery so that the extricated soil is more effectively replaced over the deposited litter band”

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Architectural Design

• Feasible Alternatives

– Dirt Recovery

• John Deere

• Trapezoidal

• Self Adjusting

• Two Bar Collector

• Two Hinge Scoop

– Trencher Wall

• Straight Wall

• Circular Bend

• Angled Bend

• Front Flared

• Angled Wall

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Dirt Recovery Alternatives

• John Deere Model

Page 7: USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662 B2. 25 May 2010 Mission Objective •Litter Application Component: “To improve

Dirt Recovery Alternatives

• Self Adjusting Concept

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Dirt Recovery Alternatives

• Two Bar Concept

Page 9: USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662 B2. 25 May 2010 Mission Objective •Litter Application Component: “To improve

Trencher Wall Alternatives

Page 10: USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662 B2. 25 May 2010 Mission Objective •Litter Application Component: “To improve

Final Concept

Page 11: USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662 B2. 25 May 2010 Mission Objective •Litter Application Component: “To improve

Dirt Recovery Product Hierarchy

Soil Recovery System

Linkage Bar Subsystem (2)

Trencher/Bar Pivot

Linking Bar

Platform/Bar Pivot

Recovery Scoops Subsystem

Platform/Bar Pivot

Platform

Width Adjustment

Platform/Scoops Pivot

Scoops

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Bill of Materials

Material Size Quantity Retailer Cost

Steel Flat Bar 1 x 12 x ¼" 2 McMaster-Carr $ 22.14

Steel Plate 6 x 6 x 1" 1 McMaster-Carr $ 40.31

Steel Flat Bar 5 x 18 x ¼" 1 McMaster-Carr $ 56.68

Bolts ¼ -20 x 1.5" 8 McMaster-Carr $ 0.64

Nuts ¼ - 20 6 McMaster-Carr $ 0.18

Wing Nuts ¼ - 20 2 McMaster-Carr $ 0.20

Labor 3 $ 105.00

TOTAL COST $ 225.15

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Preliminary Analysis

• Trencher Wall Pressure Analysis

http://content.honeywell.com/sensing/sensotec/pdf_catalog08/008602-1-EN_Model_F.pdf

Trencher Wall

Page 14: USDA Subsurface Banding Implement - Auburn Universitydbeale/MECH4240-50/reports/Corp 10...7,721,662 B2. 25 May 2010 Mission Objective •Litter Application Component: “To improve

Preliminary Analysis

• Trencher Wall ANSYS Analysis

Wall Deflection vs. Wall Thickness(40 psi Pressure)

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Preliminary Analysis

• Dirt Recovery Mechanism FBD Analysis

TRENCHER WALL

Component

F21

FG

FF

FW

R

Fx = max

Fy = 0 MCB = 0

Use MATLAB to solve force equations and find shear stress on pivots

FB

FT2

1

2

F12

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Questions?