Fork and Pallet Design Hans Jostlein March 13, 2007.

Slides:



Advertisements
Similar presentations
ULTIMATE PORTABLE WORKSTATION Produced by Gavin Weyrich.
Advertisements

Lesson Using Construction Fasteners and Hardware.
BARTOSZEK ENGINEERING 1 The Design of the Booster Collimators Larry Bartoszek BARTOSZEK ENGINEERING 3/10/03.
Hoist Lifting it Right.
Purpose Body Making module is designed for bending the laminated foil film in the shape of a tube, for welding the side seam and for cutting bodies with.
Unit Eight Check Valves, Cylinders, and Motors
Frame Assembly Produced by Ed Latimer, Team 476 Ken York, Team 476 Ron Markum, Team
Installation. Indoor Unit Installation Typical Installation.
Stuffing box The crankcase is separated from the cylinder and scavenge space in a two stroke crosshead engine by a diaphragm plate. Hence a provision can.
C-Base Transmission Assembly Produced by Ed Latimer, Team 476 Ken York, Team 476 Ron Markum, Team
Split Sole 45 Degree Raker
Strut Jack Operation The TeleCrib® Strut Jack is a removable 8,000 lb jack which fits over the strut body and gives the rescuer a controlled means for.
CMS ZDC Crane Emergency Payload Removal Procedures This document proposes the viability of using a portable hydraulic actuator Hand crane (Davit crane)
Observations and next works from the recent tests of the insertion tools of Mini-Drawers at CERN Roméo Bonnefoy and François Vazeille Tilecal Operation.
Ledgewood Farm greenhouse construction How do I Start? to I’m Finished!
Far Detector Assembly Block Pivot Table Design Review WBS Dave Pushka April 2 nd 2008.
Structural Collapse Technician Training
Unit 50 Roof Trusses Truss Types and Components • Principles of Truss Design • Truss Fabrication • Installing Roof Trusses • Truss Safety.
2- Crankshaft, Piston Pin, and Piston Rod Bushing.
Wall plate should measure the insertion point height plus 30” to accommodate a 30” cleat. The 30” cleat receives 20 X 16d nails. Cut the wall plate and.
PROJECT 100. PROJECT 100 DESIGNED TO BE: Cost Effective Compact Strong Simple Light Reliable.
Foundations. Foundation supports weight of structure –Includes soil and rock under foundation –Building construction described by foundation type Slab.
PXL insertion 1.PXL Insertion Steps after PXL installation system is aligned 2.PXL removal steps 3.Some design details 2/3/20131 Table of contents:
Contour Bandsaw Parts and Accessories
Connecting crank and pivot shaft assemblies. Press fits, or interference fits are sometimes used in manufacturing to reduce manufacturing costs or liabilities.
Columns 10/23/07.
Chapter 19 Floors.
Installation. Indoor Unit Installation Typical Installation.
Copyright 2006 The National Association of Certified Home Inspectors
Rolling element bearings A. Lozzi 09
LESSON TOPIC 1.2 SHORING.
Preliminary studies for Muon shield modification to accommodate LCLS II Alev Ibrahimov December, 2010 BSY.
Mast Design Proposal Presented by Doug Eddy and Dr. Sundar Krishnamurty at UMass Amherst for Hoppe Tool on 8/13/10.
Riverton City Steel Framed Structure We used AutoDesk Revit to model the structure. We also created approximate models of the salters to get an idea of.
Launch Vehicle  Launch Vehicle Summary  The length of the rocked is inches, and the mass is ounces.  We have a dual Deployment Recovery.
K. Alam, CLIC workshop, October 16-18, CLIC workshop, October 2007 Working group “ Two beam hardware and integration” Test module in the two.
ZDC/Dummy Absorber Exchange Crane Proposal Paul Debbins Ianos Schmidt Univ. of Iowa - Nov. 5, 2007.
Grouts and Grout tests for NOVA The NOVA extrusions, when filled, will exert an average pressure of 19 psi (2736 psf) on the floor. The pressure is not.
Slide 1 IEM 5303 Advanced Manufacturing Systems Design  2000 Dennis McInerney with permission from John W. Nazemetz December 6, 2000 Application of Computer.
COPYRIGHT SILCA SpA 2007 RekordSilca S.p.A.. COPYRIGHT SILCA SpA 2007 RekordSilca S.p.A. REKORD Rekord is the new Silca key cutting machine for cylinder.
Grouts and Grout tests for NOVA The NOVA extrusions, when filled, will exert an average pressure of 19 psi (2736 psf) on the floor. The pressure is not.
FORMS, SCAFFOLDING and STAGING
Wall Framing Grimsby Secondary School Technology Dept.
1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA
Flex Cam – Training This shows one version of a complete FlexCam system including Power Unit HCP and Compact Cam CC for piercing operation.
Roof Types, Components & Terminology
L0 and L1 Structure Deflections During Installation of Silicon Sensors C H Daly 8/24/2003.
PMG Meeting February 2000 A Split Central Silicon Tracker W. E. Cooper on Behalf of the D0 Silicon Group 3 February 2000.
Lav meeting F. Raffaelli INFN – Sezione di Pisa C. Capoccia LNF, A. Cecchetti INFN – Sezione di Frascati CERN, Dec13 th, Feet friction studies. -Installation.
Gandhinagar Institute of Technology
Presentation by ANAS AHMAD ME1 B1 batch Submited to
SHAPER, SLOTTER & PLANER SUBMITTED TO PROF. DEEPAK SHARMA SUBMITTED BY ANKIT SHARMA ME-I (III YEAR)
Chapter & 4.5 Relating Area Units & Expressing Area in Different Systems You will need your data pages to complete the following. Use only these.
Look first at Out of Plane Loads Need to account for openings
How to build a quick animal shelter. In Central Oregon, it’s getting more and more common that people are growing their own food and acquiring animals.
G-10 CPA March 2016 Bill Sands. Design Criteria Structure must support the CPA panels and Field Cage Differential contractions must be identified and.
What is TETRIX? If you can dream up a robot design, you can build it with the TETRIX Robotics Design System.
TYPES OF CHASSIS FRAMES
SuperQuest Salem Arms – Best Practices.
SBN Far Detector Installation & Integration
Escalator Installation
Step-by-step assembly instructions
CONSTRUCTION METHODS & TECHNOLOGY
L - Walls BEFORE AFTER DESCRIPTION:
FIRST Long Island Presented by School-Business Partnerships of Long Island, Inc.
Guide Roller Installation
Senad Kudumovic Design engineer
Propeller Test Apparatus
Presentation transcript:

Fork and Pallet Design Hans Jostlein March 13, 2007

Fork and Pallet Design Hans Jostlein Summary We propose a new design approach to the block raiser forks and block support pallets. The new design reduces the longitudinal support deflection to inches for the empty block while on the block raiser, reduces the unsupported lateral span to 19 inches, provides for fork droop correction, and allows the block to be set exactly vertical or with a slight bias toward the block raiser table for added stability during setting. When installed, the pallet supports 72% of the block area, is only 6 inches high, weighs under 5,000 #, and is easily assembled entirely from cut square tubing sections.

Fork and Pallet Design Hans Jostlein Economics 101 There are about 40 pallets There is one set of forks Make the pallets simple and cheap

Fork and Pallet Design Hans Jostlein

5

6

7

8

9 Support in the lateral direction We use closely spaced forks (24 forks, 25 inches apart) to support the block. The forks slide into 6 x 6 x 1/8” wall tubes that leave 19 inches of unsupported base plate between the tubes. This means that 24% of the base plate is supported. The support pressure is hence just about the same as for a fully supported and filled block, since the empty block weighs about ¼ of a filled block.

Fork and Pallet Design Hans Jostlein Support of the filled block - 1 Each fork with its 6” tube is flanked by two more 6:” tubes, for a total of 72 tubes, as shown in this picture:

Fork and Pallet Design Hans Jostlein Support of the filled block-- 2 These tubes act as spacers to transit the weight of the filled block to the concrete floor. The tubes support directly 72% of the block base plate area. The additional tubes are not needed to support the empty block, and are not made into a support bridge. For all practical purposes they could just be slipped in to stand by for the added weight when the block is filled. They are, however, integrated well enough into the pallet to make it an element that can be handled easily.

Fork and Pallet Design Hans Jostlein Costs Using Dave Pushka’s costing rule for steel structures ($ 0.50/# for material plus $ 1.50 for fabrication), the pallets (weight 5000#) will cost $ 10,000. The forks weigh 113 #each, for a total weight of 2700#. Since they use alloy steel and may incur larger fabrication costs, we use a total of $ 5.- per pound, to arrive at $ 13,500 for the 24 forks.

Fork and Pallet Design Hans Jostlein Costs for the Jacking System The screw jacks (10 ton rating) cost a total of $ 18,696 (Duff- Norton quote). This does not include the motor, controller, gear box, and drive shaft. Note that the jacks are driven by a split 50 ft tubular shaft to ensure precise parallel extension. The jacks are self-holding and will not self-retract under load. There will be additional costs for integrating the forks and jacks into the block raiser table. Many of these costs are common to all designs.

Fork and Pallet Design Hans Jostlein Fork sleeve tubes (yellow) and added Support Tubes (beige)

Fork and Pallet Design Hans Jostlein Pallet Length and Segmentation Option Since there are no lateral stiffness requirements, the pallets can be built in sections as convenient. For instance, since tubing may come in 20 ft length, one could build then pallets as 2 each 20 ft units plus a 10 ft unit. Shorter units are also acceptable.

Fork and Pallet Design Hans Jostlein Pallets as Block Assembly Guides The pallets will serve as alignment guides during block assembly. There is an intentional clearance between the tubes and the inserted forks to allow easy fork withdrawal. During block assembly the pallets must be snug up against the tops of the forks. This requirement must be met by all pallet designs. This can be done passively using, e.g., leaf springs, or actively, using small air cylinders. In any event, this system is not complicated or expensive. As mentioned above, the fork ends can be aligned accurately and easily via clocking the jack screws.