Ingersoll-Rand Free Standing Workstation Cranes, Информация о продукте

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INSTALLATION
Prior to installing the Free Standing Workstation Crane, carefully inspect each
component for possible shipping damage.
To ensure safe and proper Free Standing Workstation Crane installation, make this
manual available to the installer.
WARNING
• A falling load can cause injury or death. Before installing, refer to “SAFETY
INFORMATION” section in this manual and other applicable system
manuals.
CAUTION
• Owners and users are advised to examine specific, local or other
regulations, including American National Standards Institute and/or OSHA
Regulations which may apply to a particular type of use of this product
before installing or putting rail system to use.
Load rating labels are installed on both sides of the bridge so they are clearly visible
to the operator. The total weight of the suspended load must include all handling
devices, positioner or hoist, hooks, and associated equipment.
Make certain the rail system is properly installed. A little extra time and effort in so
doing can contribute a lot toward preventing accidents and helping you get the best
service possible.
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Pre-Installation Checklist
WARNING
• Check the installation area for conflicts with utility supply lines, overhead
electrical conduits or any utility that could present potential danger to the
system or personnel.
• System installation, maintenance and disassembly procedures require at
least two people. Parts are too large and heavy for one person to safely
handle.
The following should be adhered to during installation:
1. All track suspension hardware and splices must be accessible for maintenance
checks and inspection after installation.
2. All bolted constructions must be completely tightened and torqued to
specifications as shown in the Torque Specification Table. Refer to Column to
Beam Connector Kit section for the tightening torque required for Clamps on
page 9.
YES NO
a. Is the proposed system location away from normal personnel
traffic patterns?
b. Will the operator be able to clearly see the load along its path of
travel at all times?
c. Is the location within easy and safe reach of the load receiving
area?
d. Do personnel and materials have clear access to and from the
system?
e. Has the rail system’s anchorage been designed by a registered
structural engineer to suit the installation?
f.
Will the system conflict with utility supply lines, overhead
electrical conduit or any utility that could represent a potential
danger?
g. Does the proposed location allow enough space for maximum
load travel in the direction you propose?
h. Is the proposed location in an area easily kept clean and free of
obstruction?
i. Does the proposed location and installation meet all applicable
code requirements?
j. Does the load rating of proposed Free Standing Workstation
Crane meet the requirements of hoisting of loads in the area?
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Torque Specification Table
Bolt Dia.
inches
Grade 5 Tightening Torque
Dry Lubricated
ft-lb Nm ft-lb Nm
1/4 - 20 8 11 6 8
5/16 - 18 17 23 13 18
3/8 - 16 31 42 23 31
1/2 - 13 76 103 57 77
* 5/8 - 11 150 203 112 151
* Torque value for bolt of Column to Beam Connector Kit is provided separately in
Page No. 9.
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Anchoring of the System
WARNING
• For proper installation of a Free Standing Work Station Bridge Crane system
requires a minimum of a 6 in. (15.2 cm) thick reinforced concrete floor is
required. Ingersoll Rand assumes no responsibility for the conditions of the
mounting surface. Consult a registered structural engineer before
installing the rail system.
• Chemical anchor bolt of 3/4" diameter is recommended. It should be
embedded at least 4" into the floor. After assembly, a minimum of 2 threads
above the nut are recommended.
• Free Standing Work Station Bridge Crane foundation requirements are
based on a soil pressure of 2500# per square foot. Concrete
recommendations for the Free Standing Work Station Bridge Crane
foundation is a minimum of 3000# per square inch of compressive Concrete.
NOTICE
• Column anchorages should be designed by a registered structural engineer
who is licensed in the state the system is being erected. This is required to
ensure local building codes and laws, possible seismic loading
considerations and variance in concrete slab and soil conditions are
addressed.
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Nut Leveling Method
1. Thread the 4 bottom hex nuts with washers on the anchor bolts so the top of
the washers is 1 inch (25 mm) above the mounting surface.
2. Set the column on the anchor bolts and thread the remaining 4 hex nuts and
washers down hand tight.
3. Place a level on one face of the column and plumb vertical by adjusting the hex
nuts on that side of the base plate up or down as needed.
4. Repeat step #3 on an adjacent side.
5. Recheck the side of the column plumbed in Step #3 and repeat Steps 3, 4, and
5 until both sides are plumb.
6. Tighten the upper hex nuts to the anchor bolt manufacturers recommended
torque while making sure the lower hex nuts remain fixed.
7. Pack the remaining void below the base plate with non-shrinking grout until the
grout is flush with all sides of the base plate.
Nut Levelling Method
1.00 in.
(25 mm)
Anchor Bolt
(3/4 in. dia. max.)
Washer
Hex
Nut
Concrete
slab
Non-
shrinking
grout as
needed
(Dwg. MHP1609)
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Shim Leveling Method
1. Set the column on the anchor bolts and thread the 4 hex nuts and washers down
hand tight.
2. Place a level on the face of the column and plumb vertical by loosening the
anchor bolt nuts as necessary and placing shims under the base plate on that
side of the column as needed.
3. Repeat step #2 on an adjacent side.
4. Recheck the side of the column plumbed in Step #2 and repeat Steps 2, 3, and
4 until both sides are plumb.
5. Tighten the hex nuts to the anchor bolt manufacturers recommended torque.
6. Pack the remaining void below the base plate with non-shrinking grout until the
grout is flush with all sides of the base plate.
8 Form 24308157 Edition 2