OWNER`S MANUAL
Contents
1. For Low CEILINGS Model JIB LC 3 92 JIB LC 6 92 JIB LC 10 92 amp JIB LC 20 92 peo 1211 16 LOW CEILING JIB CRANE IS SHIPPED IN 2 SECTIONS 1 11 16 H FRAME ASSEMBLY amp PIVOT BRACKETS aw 2 itl 1 Drill holes at desired height on a steel column using the dimensions as shown Make sure that the holes are centered I e of i on the column XI 2 Bolt the mounting brackets to the column with suitable EN fasteners 2 CENTER 4 Hi AES COLUMN 2 tid WARNING This equipment te is not designed for and ee should not be supporting or 2 transporting personnel 13 16 DRILL THROUGH 1ST FLANGE 12 PLACES FRAME ASSEMBLY LOW CEILING JIB CRANE IS SHIPPED IN 2 SECTIONS FRAME ASSEMBLY amp PIVOT BRACKETS en A E To omnes gt PIVOT r BRACKETS sd P 7 i j E D Allow a 1 4 gap between 6 Repeat steps 1 5 for the bottom assembly 7 Shim between pivot bracket and mounting beam to level jib F boom 1 After brackets are mounted 28 126 012 place thrust bearing A under bearing boss B 2 Align bearing boss B with the holes inside the mounting bracket C on the column 3 Place rod D through the holes of the mounting bracket and the bearing boss B 4 Place 1 1 8 flat washers E on both ends of the rod D 5 Tighten both ends of the rod with 1 1 8 nuts F be sure that there is even amoun2. HEAD ASSEMBLY BOOM ASSEMBLY MAST ASSEMBLY AND A BOX CONTAINING BOLTS AND INSTRUCTIONS 1 After foundation has hardened with anchor bolts set install leveling nuts jam nuts on anchor bolts and level across nuts Then fill center of bolt patter to top of leveling nuts with grout Morta Mix 2 Set mast into position on leveling nuts install locking nuts on top of anchor bolts and base plate 3 Plumb the mast at 90 increments Using the leveling nuts to plumb 4 Liberally grease the roller thrust bearing The cone has been installed at the factory inside to head assembly 5 Lower head assembly onto mast assembly Use care not to damage roller thrust bearing 6 Raise boom assembly onto head assembly Attach with 4 ASTM A325 3 4 dia bolts supplied 7 After jib crane is operating satisfactorily set final grout under base plate and let harden before placing jib crane into service RECOMMENDED FOUNDATION CONCRETE FOUNDATION REQUIREMENTS ARE BASED ONA SOIL PRESSURE OF 2500 LBS PER SQUARE FOOT 3000 LBS PER SQUARE INCH COMPRESSIVE CONCRETE 5 BAG MIX TO ONE YARD OF CONCRETE SPECIFICATIONS 2 000 Ibs Capacity 750 lbs Overall Weight ANCHOR BOLTS 7 8 Diameter with J Hook 5 Above Concrete Surface 26 Deep WARNING This equipment is not designed for and should not be supporting or transporting personnel ON APPROX 12 CTRS BOTH SIDES WARNING LABEL IDENTIFICATION MAKE SURE ALL WARNING LABELS A
3. roller thrust bearing 6 Raise boom assembly onto head assembly Attach with 4 ASTM A325 3 4 dia bolts supplied 7 After jib crane is operating satisfactorily set final grout under base plate and let harden before placing jib crane into service RECOMMENDED FOUNDATION CONCRETE FOUNDATION REQUIREMENTS ARE BASED ONA SOIL PRESSURE OF 2500 LBS PER SQUARE FOOT 3000 LBS PER SQUARE INCH COMPRESSIVE CONCRETE 5 BAG MIX TO ONE YARD OF CONCRETE SPECIFICATIONS 600 Ibs Capacity 750 lbs Overall Weight ANCHOR BOLTS 7 8 Diameter with J Hook 5 Above Concrete Surface 19 Deep WARNING This equipment is not designed for and should not be supporting or transporting personnel ON APPROX 12 CTRS BOTH SIDES LEVELING NUTS ROLLER BEARING CONE FLOOR MOUNTED JIBS Model JIB FM 10 80 MAST ASSEMBLY LOCKING FOUNDATION BOOM ASSEMBLY HEAD ASSEMBLY MAST ASSEMBLY p 50 i p i o a o i j o o o FOUNDATION e E ds REINFORCING BARS g 3 4 ROD ON BOTTOM 25 8 ROD ON TOP JIB CRANE IS SHIPPEDIN3 SECTIONS HEAD ASSEMBLY BOOM ASSEMBLY MAST ASSEMBLY AND A BOX CONTAINING BOLTS AND INSTRUCTIONS 1 Afterfoundation has hardened with anchor bolts set install leveling nuts jam nuts on anchor bolts and level across nuts Then fill center of bolt patter to top of leveling nuts with grout Morta Mix 2 Set ma
4. 50 Ibs Overall Weight t bee ANCHOR BOLTS 7 8 Diameter with J Hook 5 Above Concrete Surface 4 li FOUNDATION 15 Deep 0d pe ey Den f P 18 15 eo Ce i cg WARNING This equipment gots a S is not designed for and der pes m should not be supporting or REINFORCING BARS f 3 4 ROD ON BOTTOM transporting personnel 42 5 8 ROD ON TOP ON APPROX 12 CTRS BOTH SIDES LEVELING NUTS ROLLER BEARING CONE FLOOR MOUNTED JIBS Model JIB FM 6 80 MAST ASSEMBLY LOCKING FOUNDATION BOOM ASSEMBLY HEAD ASSEM MAST ASSEMBLY oT 46 7 e FOUNDATION E REINFORCING BARS 3 4 ROD ON BOTTOM 25 8 ROD ON TOP JIB CRANE IS SHIPPEDIN3 SECTIONS HEAD ASSEMBLY BOOM ASSEMBLY MAST ASSEMBLY AND A BOX CONTAINING BOLTS AND INSTRUCTIONS 1 Afterfoundation has hardened with anchor bolts set install leveling nuts jam nuts on anchor bolts and level across nuts Then fill center of bolt patter to top of leveling nuts with grout Morta Mix 2 Set mast into position on leveling nuts install locking nuts on top of anchor bolts and base plate 3 Plumb the mast at 90 increments Using the leveling nuts to plumb 4 Liberally grease the roller thrust bearing The cone has been installed at the factory inside to head assembly 5 Lower head assembly onto mast assembly Use care not to damage
5. IB HC JIB LC JIB FM Installation Instructions for Wall Jibs Installation Instructions for Floor Jibs Warning Labels Material Safety Data Sheets Material Handling Problem Solvers WARRANTY This product is warranted for 90 DAYS from date of purchase to be free of manufacturing defects in material and workmanship The manufacturer s obligation hereunder is limited to repairing such products during the warranty period provided the product is sent prepaid back to the factory This warranty does not cover normal wear of parts or damage resulting from any of the following negligent use or misuse of the product use or application contrary to installation instructions or disassembly repair or alteration by any person prior to authorization from a factory representative TIE ROD WALL amp FLOOR MOUNTED JIBS 1 INSPECTION INSTRUCTIONS Per OSHA Regulations 1910 179 all gantry cranes jibs should have an 1910 179 j 1 i Initial inspection Prior to initial use all new and altered cranes shall be inspected to insure compliance Besides that for gantry cranes in regular service there are two general classifications of inspections based upon the intervals at which the inspection should be performed The intervals in turn are dependent upon the nature of the critical components of the crane and the degree of their exposure to wear deterioration or malfunction The two general classifications ar
6. RE IN PLACE Product safety signs or labels should be periodically inspected and cleaned by the product users as necessary to maintain good legibility for safe viewing distance ANSI 535 4 10 21 Contact manufacturer for replacement labels A DANGER e Inspect unit before use If damage is observed that could affect safe operation of unit it must be repaired before use Never stand under load Never exceed rated capacity e Use only on level concrete or equal A PELIGRO Inspeccione la unidad antes del uso e Si hay algun da o que pueda afectar la operaci n segura de la unidad se debe reparar antes del uso Nunca se situe debajo de la unidad e Use solo en cemento a nivel o equivalente A DANGER Inspecter l unit avant l utilisation Si un dommage pouvant affecter l op ration en toute s curit de l unit est observ celle ci doit tre r par e avant l utilisation Ne jamais se tenir sous le chargement Ne jamais exc der la capacit autoris e N utiliser que sur un ciment a niveau ou sur une surface quivalente Vestil Manufacturing Co Angola IN 46703 Ph 260 665 7586 Fax 260 665 1339 312 Material Handling Problem Solvers Scissor Lift Table Pallet Server High Rise Lift Time is money Increased productivity equals greater profitability anm lt cost minimizat
7. Vestil Manufacturing Company 2999 N Wayne Street P O Box 507 Angola IN 46703 USA Phone 260 665 7586 Fax 260 665 1339 sales vestil com www vestil com Revised 04 03 A company dedicated to solving ergonomic and material handling problems since 1955 Contents Warnings and Safety Instructions Receiving Instructions Warranty Inspection Instructions Installation Instructions for Tie Rod Jibs WARNINGS amp SAFETY INSTRUCTIONS Read owner s manual completely before operating unit Keep clear when operating Never go under unit if there is weight on unit e Remove weight before working on unit Always inspect unit before each use Never use if unit is damaged Never lift more than the rated capacity Never mount unit near electrical lines When mounting this unitbe sure supporting surface is sufficient e Make sure all operator safety labels are in place RECEIVING INSTRUCTIONS Every unitisthoroughly tested and inspected prior to shipment However it is possible that the unit may incur damage during transit If you see damage when unloading make a note of it on the SHIPPER RECEIVER Remove all packing and strapping material inspect for damage IF DAMAGE IS EVIDENT FILE A CLAIM WITH THE CARRIER IMMEDIATELY Also check the platform size type of power unit etc to see that the unit is correct for the intended application OWNER S MANUAL TIE ROD WALL amp FLOOR MOUNTED JIBS Model J
8. d height on a steel column using the E LE dimensions as shown Make sure that the holes are centered 2 on the column eb et 2 Bolt the mounting brackets to the column with suitable fasteners CENTER Tc EE 37 5 8 EN WARNING This equipment 2 DE is not designed for and should not be supporting or 1 transporting personnel P I 1 E COLUMN 13 16 DRILL THROUGH 1ST FLANGE 12 PLACES UPPER SUPPORT LOW CEILING JIB CRANE IS SHIPPED IN 2 SECTIONS ASSEMBLY FRAME ASSEMBLY amp PIVOT BRACKETS H TIE ROD ASSEMBLY 4 After brackets are mounted 28 126 050 place thrust bearing A under bearing boss B 2 Align bearing boss B with the holes inside the mounting bracket C on the column 3 Place rod D through the holes of the mounting bracket and the bearing boss B 4 Place 1 1 8 flat washers E on both ends of the rod D 5 Tighten both ends of the rod with 1 1 8 nuts F be sure Qi that there is even amount of threads on both ends of the rod D Allow a 1 4 gap between the bearing boss and the top BOOM of the bracket 6 Repeat steps 1 5 for the bottom assembly ASSEMBLY 7 Align the pin holes of one yoke H to the pivot yoke brace J and secure the clevis pin and cotter pin 8 Adjust yoke ends and tie rod G evenly to plump and level the beam 9 Then secure the other yoke I to the Beam with a clevis pin and cotter pin WALL JIB
9. e herein designated as frequent and periodic with respective intervals between inspections as defined below 1910 179 j 1 ii a Frequent inspection Daily to monthly intervals 1910 179 j 1 ii b Periodic inspection 1 to 12 month intervals 1910 179 j 2 Frequent Inspection The following items shall be inspected for defects at intervals as defined above or as specifically indicated including observation during operation for any defects which might appear between regular inspections All deficiencies such as listed shall be carefully examined and determination made as to whether they constitute a safety hazard e All functional operating mechanisms for maladjustment interfering with proper operation Daily Hooks with deformation or cracks Visual inspection daily monthly inspection with a certification record which includes the date of inspection the signature of the person who performed the inspection and the serial number or other identifier of the hook inspected e Hoist chains including end connections for excessive wear twist distorted links interfering with proper function or stretch beyond manufacturer s recommendations Visual inspection daily monthly inspection with a certification record which includes the date of inspection the signature of the person who performed the inspection and an identifier of the chain which was inspected e All functional operating mechanisms for excessive wear of components Ro
10. ion and worker compatibility Ergonomic A products will assist you e with your production and safety goals Mobile Lift amp Tilt Work Stand Drum Carrier Rotator Ground Lift Tilter Copyright 2003 Vestil Manufacturing Company 1 0
11. pereeving for noncompliance with manufacturer s recommendation 1910 179 j 3 Periodic Inspection Complete inspections of the crane shall be performed at intervals as generally defined above depending upon its activity severity of service and environment or as specifically indicated below These inspections shall include the requirements of the frequent inspection stated above and in addition the following items All deficiencies such as listed shall be carefully examined and determination made as to whether they constitute a safety hazard e Deformed cracked or corroded members Loose bolts or rivets e Cracked or worn sheaves and drums Worn cracked or distorted parts such as pins bearings shafts gears rollers locking and clamping devices Excessive wear on brake system parts linings pawls and ratchets Load wind and other indicators over their full range for any significant inaccuracies Gasoline diesel electric or other powerplants for improper performance or noncompliance with applicable safety requirements IF APPLICABLE e Excessive wear of chain drive sprockets and excessive chain stretch TIE ROD JIB FoR HIGH CEILINGS Model JIB HC 3 89 JIB HC 6 89 JIB HC 10 89 amp JIB HC 20 89 p 1 11 16 1 11 16 BOOM ASSEMBLY UPPER SUPPORT ASSEMBLY amp TIE 2 LI ROD ASSEMBLY FOR LOW CEILING JIBS i i SHIPPED IN 3 SECTIONS ere 1 Drill holes at desire
12. st into position on leveling nuts install locking nuts on top of anchor bolts and base plate 3 Plumb the mast at 90 increments Using the leveling nuts to plumb 4 Liberally grease the roller thrust bearing The cone has been installed at the factory inside to head assembly 5 Lower head assembly onto mast assembly Use care notto damage roller thrust bearing 6 Raise boom assembly onto head assembly Attach with 4 ASTM A325 3 4 dia bolts supplied 7 Afterjib crane is operating satisfactorily set final grout under base plate and let harden before placing jib crane into service RECOMMENDED FOUNDATION CONCRETE FOUNDATION REQUIREMENTS ARE BASED ONA SOIL PRESSURE OF 2500 LBS PER SQUARE FOOT 3000 LBS PER SQUARE INCH COMPRESSIVE CONCRETE 5 BAG MIX TO ONE YARD OF CONCRETE SPECIFICATIONS 1 000 lbs Capacity 750 lbs Overall Weight ANCHOR BOLTS 7 8 Diameter with J Hook 5 Above Concrete Surface 23 Deep WARNING This equipment is not designed for and should not be supporting or transporting personnel ON APPROX 12 CTRS BOTH SIDES LEVELING NUTS ROLLER BEARING CONE FLOOR MOUNTED JIBS Model JIB FM 20 80 MAST ASSEMBLY LOCKING FOUNDATION BOOM ASSEMBLY HEAD ASSEM MAST ASSEMBLY oT 60 7 e FOUNDATION SE REINFORCING BARS 3 4 ROD ON BOTTOM 5 8 ROD ON TOP JIB CRANE IS SHIPPEDIN3 SECTIONS
13. t of threads on both ends of the rod FLOOR MOUNTED JIBS Model JIB FM 3 80 ROLLER BEARING CONE JIB CRANE IS SHIPPEDIN3 SECTIONS HEAD ASSEMBLY MAST BOOM ASSEMBLY MAST ASSEMBLY AND A BOX ASSEMBLY CONTAINING BOLTS AND INSTRUCTIONS 1 Afterfoundation has hardened with anchor bolts set install leveling nuts jam nuts on anchor bolts and level across nuts Then fill center of bolt patter to top of leveling nuts with grout Morta Mix 2 Set mast into position on leveling nuts install locking nuts on top of anchor bolts and base plate 3 Plumb the mast at 90 increments Using the leveling nuts to plumb 4 Liberally grease the roller thrust bearing The cone has been installed at the factory inside to head assembly 5 Lower head assembly onto mast assembly Use care notto damage roller thrust bearing 6 Raise boom assembly onto head assembly Attach with 4 ASTM A325 3 4 dia bolts supplied 7 Afterjib crane is operating satisfactorily set final grout under base plate and let harden before placing jib crane into FOUNDATION service LOCKING LEVELING NUTS BOOM ASSEMBLY RECOMMENDED FOUNDATION CONCRETE HEAD i FOUNDATION REQUIREMENTS ARE BASED ON A ASSEMBLY S a T SOIL PRESSURE OF 2500 LBS PER SQUARE FOOT E j 3000 LBS PER SQUARE INCH COMPRESSIVE ls i CONCRETE 5 BAG MIX TO ONE YARD OF CONCRETE MAST 25 SPECIFICATIONS ASSEMBLY 300 Ibs Capacity Ea i i o o o e 2 zi 7
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