Click below to follow the links to individual sections of the Crane Handbook Glossary.
Click below to follow the links to the individual sections in downloadable PDF format.
A-E Download F-J Download K-O Download P-S Download T-Z Download
|
Fail-safe |
General |
A
provision
designed
to
automatically
stop
or
safely
Bridge
Crane
Control
any
motion
in
which
a
malfunction
occurs.
(CMAA
Spec.
70) |
|
Field
wiring |
General |
The
wiring
required
after
erection
of
the
crane.
(CMAA
Spec.
70) |
|
Fixed
axle |
Bridge
Crane |
An
axle
which
is
fixed
in
the
truck
and
on
which
the
wheel
revolves.
(CMAA
Spec.
70) |
|
Fixed
Transfer
Section |
|
See
Crossover.
(ANSI
MH
27.1-1981) |
|
Fixed
transfer
section
(also
known
as
crossover)
|
Monorail |
A
connecting
track
with
an
interlock
mechanism
on
both
ends,
mounted
between
two
interlocking
cranes,
used
to
transfer
a
carrier
from
one
bridge
to
the
other.
(ASME
B30.11-1993) |
|
Fleet
angle |
Hoist |
The
angle
formed
by
the
wire
rope
and
the
drum
groove
or
sheave
groove
in
the
plane
which
contains
the
wire
rope
and
is
parallel
to
the
drum
or
sheave
axis.
(WCH) |
|
Floor
Bridge
Crane
Controlled |
Bridge
Crane
Control |
Motor
propelled
units
which
are
Bridge
Crane
Controlled
by an
operator
on
the
floor
by
means
of
pushbutton
station
suspended
from
the
overhead
equipment.
(ANSI
MH
27.1-1981) |
|
Foot
walk |
Bridge
Crane |
The
full
length
walkway
with
handrail
and
toeboards,
attached
to
the
bridge
or
trolley
for
access
purposes.
Not
to be
confused
with
an
access
platform
(usually
a
short
platform
provided
only
to
access
endtruck). |
|
Force,
breakaway |
Below
hook
device |
— the
force
that
must
be
applied
to a
magnet
to
remove
it
from
a
piece
of
ferromagnetic
material
to
which
it is
magnetically
attached.
(ASME
B30.20-1985) |
|
Fork |
Below
hook
device |
A
mechanical
device
for
use
on
interlocking
transfer
equipment
to
mechanically
prevent
passage.
(ANSI
MH
27.1-1981) |
|
Friction-type
pressure
gripping
lifters |
Below
hook
device |
Lifters
that
grip
the
load
without
significant
or
harmful
permanent
deformation
of
the
load
surface
(see
Figs.
17
through
21).
(ASME
B30.20-1985) |
|
Gantry
crane |
Bridge
Crane |
A
crane
similar
to an
overhead
crane
except
that
the
bridge
for
carrying
the
trolley
or
trolleys
is
rigidly
supported
on
two
or
more
legs
running
on
fixed
rails
or
other
runway.
(CMAA
Spec.
70) |
|
Gantry
leg |
Bridge
Crane |
The
structural
member
which
supports
a
bridge
girder
or
end
tie
from
the
sill. (ASME
B30-17) |
|
Gauge |
Bridge
Crane |
The
center-to-center
distance
between
the
load
carrying
flanges
of
the
two
crane
girders
of a
double
girder
crane.
(ANSI
MH
27.1-1981) |
|
Girder,
auxiliary
(outrigger) |
Bridge
Crane |
An
additional
girder,
either
solid
or
latticed,
arranged
parallel
to
the
bridge
girder(s)
for
supporting
the
foot-walk,
Bridge
Crane
Control
panels,
operator’s
cab,
etc.,
to
reduce
the
torsional
forces
such
loads
might
otherwise
impose.
(WCH) |
|
Girder,
bridge |
Bridge
Crane |
The
principal
horizontal
beam(s)
of
the
crane,
which
supports
the
trolley,
is
supported
by
the
end
trucks,
and
is
perpendicular
to
the
runway.
(WCH) |
|
Girder,
drive
(girder
“a”) |
Bridge
Crane |
The
bridge
girder
to
which
the
bridge
motor
and
gearcase(s)
are
attached.
For
cranes
having
a
drive
on
each
girder,
it is
the
girder
to
which
the
Bridge
Crane
Control
panels
and/or
the
cab
are
attached.
(WCH) |
|
Girder,
idler
(girder
“b”) |
Bridge
Crane |
The
bridge
girder
which
does
not
have
the
bridge
drive
attached,
but
which
usually
carries
the
bridge
conductors.
(WCH) |
|
Girder,
runway |
Bridge
Crane |
A
horizontal
beam
attached
to
the
building
columns
or
wall,
and
supporting
a
runway
rail
on
which
the
crane
travels.
(WCH) |
|
Glide
switch
(sliding
switch) |
Monorail |
A
track
switch
with
a
movable
end
frame
containing
straight
and/or
curved
sections
of
track.
The
inner
frame
can
be
slid
to
align
these
sections
of
track
with
other
tracks
for
routing
carriers
from
one
track
to
another.
(ANSI
MH
27.1-1981) |
|
Grip
ratio |
Below
hook
device |
The
ratio
of
the
sum
of
the
horizontal
forces
on
one
side
of
the
load
to
the
live
weight
of
the
load.
For
example,
if
the
total
horizontal
force
on
one
side
of
the
load
is
100,000
lb.
and
the
live
load
is
50,000
lb.
the
grip
ratio
is 2.
For
purposes
of
this
calculation,
the
weight
of
the
load
does
not
include
the
weight
of
the
lifter
(see
Fig.
I).
(ASME
B30.20-1985) |
|
Gripping
force |
Below
hook
device |
The
force
the
lifting
device
exerts
on
the
load.
(ASME
B30.20-1985) |
|
Ground
fault |
Bridge
Crane
Electrical |
An
accidental
conducting
connection
between
the
electrical
circuit
or
equipment
and
the
earth
or
some
conducting
body
that
serves
in
place
of
the
earth.
(CMAA
Spec.
70) |
|
Guide,
chain |
Hoist |
A
means
to
guide
the
load
chain
at
the
load
sprocket.
(ASME
B30-16-1993) |
|
Hand
chain |
Hoist |
The
chain
provided
to
Bridge
Crane
Control
movement
of a
hand
chain
operated
trolley.
(ASME
HST-4M-1991) |
|
Hanger
rod
|
Monorail |
A
steel
rod
which,
together
with
other
fittings,
is
used
to
suspend
the
track
from
the
supporting
structure.
(ASME
B30.11-1993) |
|
Hanger
rod. |
Bridge
Crane
&
Monorail |
Steel
rods
which,
together
with
other
fittings,
are
used
to
suspend
the
track
from
the
supporting
structure.
(ANSI
MH
27.1-1981) |
|
Hazardous
(classified)
locations |
Regulatory |
Locations
where
fire
or
explosion
hazards
may
exist.
Locations
are
classified
depending
on
the
properties
of
the
flammable
vapors,
liquids
or
gases.
or
combustible
dusts
or
fibers
which
may
be
present
and
the
likelihood
that
a
flammable
or
combustible
concentration
or
quantity
is
present.
Refer
to
ANSI/NFPA
70.
— Class
I
locations
— Locations
in
which
flammable
gases
or
vapors
are
or
may
be
present
in
the
air
in
quantities
sufficient
to
produce
explosive
or
ignitable
mixtures
— Class
2
locations
— Locations
that
are
hazardous
because
of
the
presence
of
combustible
dust
— Class
3
locations
— Locations
that
are
hazardous
because
of
the
presence
of
easily
ignitable
fibers
or
filings,
but
in
which
such
fibers
or
filings
are
not
likely
to be
in
suspension
in
the
air
in
quantities
sufficient
to
produce
ignitable
mixtures. (ASME
B30-16-1993) |
|
Headroom
|
Hoist |
Headroom
is
measured
with
the
load
hook
at
its
upper
limit
of
travel
and
is
the
distance
from
the
saddle
of
the
load
hook
to
the
following
locations
(see
Fig.
1)
— (a)
centerline
of
the
suspension
holes
on
lug
suspended
hoists
[see
Fig.
1,
sketch
(a)];
— (b)
saddle
of
the
top
hook
on
hook
suspended
hoists
[see
Fig.
1,
sketch
(b)];
— (c)
bottom
of
the
beam
on
trolley
suspended
hoists
[see
Fig.
1,
sketch
(c)];
— (d)
supporting
surface
on
base
and
deck
mounted
hoists
[see
Fig.
1,
sketch
(d)];
— (e)
uppermost
point
of
hoist
on
wall
and
ceiling
mounted
hoists
[see
Fig.
1,
sketches
(e)
and
(f)].
.
(ASME
HST-4M-1991) |
|
High
temperature
service |
General |
A
condition
where
the
surface
to
which
the
vacuum
pad
(or
pads)
is
attached
is
above
2500F
(1200C). (ASME
B30.20-1985) |
|
Hoist |
Hoist |
A
suspended
machinery
unit
which
is
used
for
lifting
or
lowering
a
freely
suspended
(unguided)
load.
(ASME
HST-4M-1991) |
|
Hoist
motion |
Hoist |
That
motion
which
lifts
or
lowers
a
load.
(ASME
B30-17) |
|
Hoist
speed |
Hoist |
Hoist
speed
is
the
rate
of
motion
that
the
load
hook
attains
while
lifting
rated
load. |
|
Hoist,
auxiliary |
Hoist |
A
supplemental
hoisting
unit,
usually
of
lower
load
rating
and
higher
speed
than
the
main
hoist.
(ASME
B30-17) |
|
Hoist,
main |
Hoist |
The
primary
hoist
mechanism
provided
for
lifting
and
lowering
the
rated
load
of
the
crane.
(WCH) |
|
Holding
brake
|
Hoist |
A
friction
brake
for a
hoist
which
is
automatically
applied
and
prevents
motion
when
power
is
off.
(ASME
HST-4M-1991) |
|
Hook
approach |
Bridge
Crane
&
Hoist |
The
minimum
horizontal
distance
between
the
center
of
the
runway
rail
and
the
hook.
(CMAA
Spec.
70) |
|
Hook
approach,
end |
Bridge
Crane
&
Hoist |
The
minimum
horizontal
distance,
parallel
to
the
runway,
between
the
centerline
of
the
hook(s)
and
the
face
of
the
wall
(or
columns)
at
the
end
of
the
building.
(WCH) |
|
Hook
approach,
side |
Bridge
Crane
&
Hoist |
The
minimum
horizontal
distance,
perpendicular
to
the
runway,
between
the
centerline
of a
hook
(main
or
auxiliary)
and
the
centerline
of
the
runway
rail.
(WCH) |
|
Hook
suspended |
Hoist |
Suspension
of
hoist
from
a
trolley
or
rigid
structure
by
means
of a
hook(s)
at
top
of
hoist.
(ASME
HST-4M-1991) |
|
Hook
to
hook
approach |
Bridge
Crane |
|
|
Hook;
latch
type
|
Hoist |
A
type
of
hook
with
a
mechanical
device
to
bridge
the
throat
opening
of
the
hook.
(ASME
HST-4M-1991) |
|
Horizontal
lift |
Below
hook
device |
A
condition
where
the
surface
to
which
the
vacuum
pad
(or
pads)
is
attached
is in
a
horizontal
plane.
(ASME
B30.20-1985) |
|
Idler
sheave |
Hoist |
A
sheave
used
to
equalize
tension
in
opposite
parts
of a
rope.
Because
of
its
slight
movement,
it is
not
termed
a
running
sheave.
(CMAA
Spec.
70) |
|
Impact
allowance |
Bridge
Crane |
See
Impact
Factor. |
|
Impact
factor |
Bridge
Crane
&
Hoist |
Additional
hook
load
assumed
to
result
from
the
dynamic
effect
of
the
live
load.
(CMAA
Spec.
70) |
|
Inch
(inching) |
Bridge
Crane
&
Hoist |
See
“jog”.
Often
used
incorrectly
to
refer
to
“creep
speed”.
(WCH) |
|
Indentation-type
pressure
gripping
lifters |
Below
hook
device |
Lifters
that
carry
the
load
by
applying
force
to
indent
the
sides
of
the
load
(see
Figs.
15
and
16).
(ASME
B30.20-1985) |
|
Indicator,
internal
Bridge
Crane
Control
function |
Below
hook
device |
An
indicator
which
shows
that
the
permanent
magnet
material
in
one
type
of
electrically
Bridge
Crane
Controlled
permanent
magnet
has
been
positioned
internally
to
provide
full
magnetic
attraction.
(ASME
B30.20-1985) |
|
Inductive
load |
Below
hook
device |
An
electrical
load
which
has a
lagging
power
factor.
(ANSI
MH
27.1-1981) |
|
Industrial
duty
crane |
Bridge
Crane
&
Hoist |
Service
classification
covered
by
CMAA
Specification
No.
70,
‘Specifications
for
Electric
Overhead
Traveling
Cranes’.
(CMAA
Spec.
70) |
|
Ingot
turnover
grab |
Below
hook
device |
A
manipulating
lifter
(see
Fig).
(ASME
B30.20-1985) |
|
Insulation
class |
Bridge
Crane
&
Hoist |
Motor
winding
insulation
rating
which
indicates
its
ability
to
withstand
heat
and
moisture.
(CMAA
Spec.
70) |
|
Interlock
mechanism. |
Bridge
Crane
&
Monorail |
A
mechanical
device
to
lock
together
the
adjacent
ends
of
two
cranes
or a
crane
to a
crossover
or
spur
track
to
permit
the
transfer
of
carriers
from
one
crane
or
track
to
the
other. |
|
Interlocking
crane |
Bridge
Crane
&
Monorail |
A
crane
with
an
interlock
mechanism
on
one
or
both
ends
enabling
it to
be
mechanically
locked
to
another
crane,
crossover,
or
spur
track
for
the
purpose
of
transferring
a
carrier
from
one
to
another.
(ANSI
MH
27.1-1981) |
|
Interlocking
mechanism
|
Monorail |
A
mechanical
device
to
lock
together
the
adjacent
ends
of
two
cranes,
or a
crane
to a
fixed
transfer
section
or
spur
track,
to
permit
the
transfer
of
carriers
from
one
crane
or
track
to
the
other.
(ASME
B30.11-1993) |
|
Inverter
(variable
frequency
drive) |
Bridge
Crane
Control |
A
method
of
Bridge
Crane
Control
by
which
the
fixed
line
voltage
and
frequency
is
changed
to a
three-phase
system
with
infinitely
variable
voltage
and
frequency.
(CMAA
Spec.
70) |
|
Jib
boom
|
Bridge
Crane |
A
horizontal
cantilever
track
for
supporting
the
carrier.
(ASME
B30.11-1993) |
|
Jog
(inch) |
Bridge
Crane
&
Hoist |
To
move
the
hook,
trolley,
or
bridge
in a
series
of
short,
discontinuous,
increments
by
momentary
operation
of a
Bridge
Crane
Controller.
(WCH) |










