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q This webinar will be available afterwards at www.designworldonline.com & email
q Q&A at the end of the presentation q Hashtag for this webinar: #DWwebinar
Before We Start
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Meet your Speakers
FEATURED SPEAKER
Mark Zanolla Gortrac Engineering Manager Dynatect Manufacturing, Inc.
FEATURED SPEAKER
Mark Cunningham Gortrac Sales Manager Dynatect Manufacturing, Inc.
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1. Basic Carrier Design & Selection 2. Selecting Construction 3. Design Considerations 4. Optimizing Accessories 5. Value Added 6. Planning for Installation
Topics
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• Cable/Hose Specs
• ODs
• Weights
• Minimum Bending Radius
• Space Restrictions
• Orientation
• Travel
• Velocity
• Acceleration
• Environment
Determine Size
Determine Length
Determine Style
Basic Carrier Design
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Determining Size
Cable/Hose Safety Factor
• Cables: + 10%
• Hoses: + 20%
.50”
Cable .25”
Cable 1.00”
Hose B= Cavity Height Determined by OD
of largest cable/hose
A= Cavity Width Determined by adding the
ODs of all cables/hoses and Divider Widths
Step 1: Draw a box Step 2: Add Cables/Hoses
Step 3: Determine “B” Dimension: Step 3: Determine “A” Dimension
Step 5: Check “C” & “D” Dimensions against space restrictions C = Outer Width
D = Outer Height
B ≥ 1.2” A ≥ 2.05”+ Seps
Step 4: Consult catalog for appropriate series
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R = Radius
Step 5: Determine minimum bending radius of largest cable/hose Step 6: Consult catalog to select closest standard bending radius
K = Depot
H = Curve Height
1.00” Consult cable manufacturer’s spec or
use 8 – 10 X OD
Step 7: Check K & H dimensions against space restrictions
Determining Size
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Step 1: Determine required machine travel Step 2: Determine whether carrier can be center mounted
½ Travel + K ½ Travel
Step 3: Consult Gortrac catalog for CL of selected radius
CL = (R x π) + (Pitch x 2)
Step 4: Travel/2 + Offset + CL = Carrier Length
Determining Length
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Horizontal Lower Flange Fixed
Horizontal Upper Flange Fixed
• Must be supported from underneath
• Most applications
• Lower bracket should have support
• Usually only practical on short travels
• Useful for overhead applications
Support
Support Support
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Vertical Curve Down Vertical Curve Up • Very carrier friendly application
• Cable and hoses must be clamped
• Carrier must have vertical support to avoid “light-bulb” effect
• Not recommended for long travel
• Usually seen above machine tools etc. • Vertical travels require no camber
Support
Support
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Opposed System
Nested Carriers
• For applications with width restriction
• Reduces carrier fill weight • Support roller cannot be used
• Alternative to double ended system
• ‘H’ Outer > ‘H’ Inner + 2X outer link height.
• ‘H’ dimension of outer carrier must be larger than inner
carrier
• Width must be the same for inner and outer carrier
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Combination Horizontal and Vertical • Not recommended for long or heavy applications
• Upper bracket may need additional support
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Side Mounted
• Should be supported from beneath
• Useful in high speed applications
• For long Rotary Travels, Trough should be lined with UHMW or HDPE
• Metal carrier may need “Skid Blocks”
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Rotational
• Must be supported from beneath
• Inner or outer rotation R1
R2
• Maximum of 720° Rotation
• Required information:
• Inner radius
• Outer radius
• Inner or outer drum motion
• Angular displacement
• Mounting location
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Selecting Construction Does the environment require an enclosed carrier?
What is the required unsupported span?
What are the commercial issues?
Are there high velocities or accelerations?
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Plastic Vs. Steel
As a general rule, plastic carriers are:
• Lighter
• Less Expensive
• Easier to access
As a general rule, plastic carriers are:
• Heavier
• More robust
• More expensive
• Harder to access
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Open Vs. Enclosed
Are there chips present?
Are the chips red hot?
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Design Considerations
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Design Considerations
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Design Considerations
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• QUALITY
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QUALITY
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QUALITY
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QUALITY – KEYENCE MEASURING
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• LEAN / C.I.
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LEAN
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• Custom design (sheet metal ; plastic part) • NPD • 2D AutoCAD / 3D Solidworks • FEA analysis • Rapid prototyping • FMEA / PFMEA • APQP • CNC programming • Project management • Research & Development • Costing / T&M’s • ECN’s
Capabilities to look for
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• NPD
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NPD
S1- 1992
SRC- 2004
SX- 2008
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NPD
• NEW MA SERIES
1
2 4
3
1
1. Locking feature utilizes proven extrude technology currently used on other AWP products (SX). Extrude allows for greater unsupported spans2. Same “self-cleaning” feature with peanut slot located on outside of part.3. Utilizes same bar, screw and rivet components as current GX.4. More reliable performance (smoother rotation, etc.) due to increased link to link engagement.5. Simpler part design allows for more robust manufacturing process.6. Cleaner interior cavity with details eliminated or moved to outside of link.
5
6
CURRENT GX SERIES
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NPD PATENT PENDING
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• A P Q P
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APQP
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APQP
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APQP
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R & D
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R & D
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R & D
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R & D
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R & D
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R & D
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Every cable carrier has a unsupported span. This span is a condition of link construction and the fill weight of the cables and hoses being carried. As the unsupported span of the carrier is exceeded, the carrier begins to sag.
Long Travels
0
4
8
12
16
20
24
28
0 2 4 6 8 10 12 14 16 18 20 22 24Unsupported Length (FT.)
Cable
/ Hos
e Weig
ht (lb
s./ft.
)
SCSLXL
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In plastic carrier systems, sag is considered to be acceptable in most applications.
Long Travels
The most common method of support in plastic carrier applications where unsupported spans are exceeded is to install a guide trough to prevent lateral movement during travel.
When this sag reaches the point where the upper (moving) section of the carrier contacts the lower section, the application is defined as long travel and support guidance is required.
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Trough Systems
Deep Style Shallow Style
In a center mounted application, the trough consists of two Styles: Deep and Shallow.As the carrier begins to travel from the retracted position, it initially sags and rides on itself.When the gliding section passes the center point, it transitions to the shallow trough segment.
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Trough Systems
Deep Style Shallow Style
In a center mounted application, the trough consists of two Styles: Deep and Shallow.As the carrier begins to travel from the retracted position, it initially sags and rides on itself.When the gliding section passes the center point, it transitions to the shallow trough segment.
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F = (m * a) + (m * g * u)
F = Max. pulling (Towing) force (Lbs)m = Mass of system - Empty track weight plus additional cable/hose load (lb.)a = Max. Acceleration (ft/sec2)g = Acceleration due to gravity (32.20 ft/sec2)u = Coefficient of Friction
866.00 Track Length (in)5.50 Empty Track weight/ft. (lbs./ft.)9.05 Cable/Hose weight/ft. (lbs/ft.)0.03 Acceleration (G's)
32.20 Acceleration due to gravity (ft./sec2)0.20 Coefficient of Friction
241.62 Total Towing Force (Lb.)
Towing Force Calculation
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Optimizing Accessories
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NPD PATENT PENDING
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DESIGN
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DESIGN
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Value Added
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Planning for installation
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Meet your Speakers
FEATURED SPEAKER
Mark Zanolla Gortrac Engineering Manager Dynatect Manufacturing, Inc.
FEATURED SPEAKER
Mark Cunningham Gortrac Sales Manager Dynatect Manufacturing, Inc.
#DWwebinar
q This webinar will be available at designworldonline.com & email
q Tweet with hashtag #DWwebinar
q Connect with Design World
q Discuss this on EngineeringExchange.com
Don’t Forget!
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