U.S. patent number 3,836,010 [Application Number 05/391,623] was granted by the patent office on 1974-09-17 for counter-balanced crane structure.
This patent grant is currently assigned to Riggers Manufacturing Company. Invention is credited to Neil F. Lampson.
United States Patent |
3,836,010 |
Lampson |
September 17, 1974 |
COUNTER-BALANCED CRANE STRUCTURE
Abstract
An earth-borne crane structure having a horizontally rotatable
load platform for the superstructure is associated with a laterally
displaced, weighty, self-propelled mobile unit by means of a stiff
spreader link operable upon circumferential movement of said mobile
unit relative to said crane structure to apply torque to the load
platform and rotate the same and the load borne thereby from the
superstructure.
Inventors: |
Lampson; Neil F. (Kennewick,
WA) |
Assignee: |
Riggers Manufacturing Company
(Kennewick, WA)
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Family
ID: |
26913423 |
Appl.
No.: |
05/391,623 |
Filed: |
August 27, 1973 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
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218959 |
Jan 19, 1972 |
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Current U.S.
Class: |
212/195 |
Current CPC
Class: |
B66C
23/74 (20130101); B66C 23/36 (20130101) |
Current International
Class: |
B66C
23/00 (20060101); B66C 23/74 (20060101); B66C
23/36 (20060101); B66c 023/74 () |
Field of
Search: |
;212/48,49,59,144,145,46R |
Foreign Patent Documents
Other References
American Hoist & Derrick Co. Brochure, (Sky Horse), 900 Series,
No. 797-CS-2, CPI 3M-9-71..
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Primary Examiner: Schacher; Richard A.
Assistant Examiner: Thomson; Richard K.
Attorney, Agent or Firm: Wells, St. John & Roberts
Parent Case Text
This is a continuation of U.S. Pat. application Ser. No. 218,959,
filed Jan. 19, 1972 now abandoned.
Claims
What is claimed is:
1. Counter-balanced crane structure, comprising:
an earth-borne crane base supporting a horizontal load platform
rotatable about a first vertical axis relative to ground-engaging
members;
an upstanding angularly disposed main boom pivotally mounted on
said load platform about a horizontal boom axis and diverging
upwardly from said vertical axis, said main boom being equipped
with load hoisting means;
an earth-borne mobile counterweight unit spaced a substantial
distance laterally from said crane base in diametric opposition to
said main boom with respect to said first vertical axis, said
mobile counterweight unit being arranged relative to said crane
base for movement in a circumferential path about the vertical axis
of said load platform;
said counterweight unit having a counterweight housing supported on
a mobile base in which the mobile base is rotatable about a second
vertical axis relative to the counterweight housing;
power means independent of said crane base and operably connected
to said mobile base for selectively moving the mobile counterweight
unit in said circumferential path;
rigid spreader link means operably connected between said load
platform and said counterweight housing for maintaining said
counterweight housing diametrically opposite to said boom and for
applying rotational torque to said load platform about said first
vertical axis in response to movement of said mobile counterweight
unit along said circumferential path;
a power source and winching means operably connected with said load
hoisting means;
an upright stay mast mounted on said load platform; and
guying means between the upper portion of said main boom, the stay
mast and said mobile counterweight unit whereby the weight of the
latter is applied to the upper ends of said main boom and said stay
mast in counterbalancing relation to loads borne by said main
boom.
2. The crane structure according to claim 1 in which the power
source and winching means is mounted on said mobile counterweight
unit.
3. The crane structure according to claim 1 in which the crane base
is mobile and self-propelled by a second power means independent of
the power means connected to the counterweight mobile base.
4. The crane structure according to claim 1 in which the mobile
counterweight unit is adapted to be steered and to have mobility in
all directions.
5. Counter-balanced crane construction, comprising:
an earth-borne crane base unit having a pivotal load platform
mounted thereon to rotate about a first vertical axis relative to
ground-engaging members;
an upstanding main boom pivotally mounted to said load platform
about a horizontal boom axis radially displaced from said first
vertical axis;
a self-propelled earth-borne mobile unit spaced radially from said
crane base unit in the direction from the mounting of said main
boom through said first vertical axis;
said self-propelled earth-borne mobile unit having a counterweight
housing supported on a powered mobile base in which the powered
mobile base is rotatable about a second vertical axis relative to
the counterweight housing;
a rigid spreader link connected between said load platform of said
crane base unit and said counterweight housing and operable upon
movement of said mobile unit to apply torque upon said load
platform about said vertical axis while maintaining said
counterweight housing diametrically opposed to said main boom with
respect to said first axis;
a stay mast pivotally mounted about a horizontal axis on said load
platform positioned opposite said main boom with respect to said
vertical axis and diverging upward relative to said main boom, the
upper end of said stay mast being in overlying relation to said
mobile unit;
means between the upper end of said stay mast and said mobile unit
whereby the weight of said mobile unit is applied in a downward
direction to the upper end of said stay mast;
boom suspension means between the upper end of said main boom and
the upper end of said stay mast;
load raising and lowering means on said main boom depending from
the upper end of said main boom opposite to said boom suspension
means; and
powered winching means operably connected to said load raising and
lowering means on said main boom and located so that the weight
thereof is essentially applied downward to the upper end of said
stay mast.
6. The crane structure of claim 5 in which the winching means is
mounted on said mobile counterweight unit.
7. The crane structure of claim 5 in which the winching means is
mounted on the rigid spreader link adjacent its connection to said
mobile counterweight unit.
8. Counterbalanced crane structure, comprising:
an earth-borne crane base supporting a horizontal load platform
rotatable about a first vertical axis relative to ground engaging
members;
an upstanding angularly disposed main boom mounted on said load
platform and extending outwardly from said vertical axis, said main
boom being equipped with load hoisting means;
an earth-borne mobile counterweight unit spaced a substantial
distance laterally from said crane base in diametric opposition to
said main boom with respect to said first vertical axis, said unit
being arranged relative to said crane base for movement in a
circumferential path about the first axis;
said counterweight unit having a counterweight housing supported on
a mobile base in which the mobile base is rotatable about a second
vertical axis relative to the counterweight housing;
power means independent of said crane base and operably connected
to said mobile base for selectively moving the counterweight about
said circumferential path;
rigid spreader link means operably connected between said load
platform and said counterweight housing for maintaining said
counterweight housing diametrically opposite to said boom while the
counterweight unit is moved in said circumferential path and for
applying rotational torque to said load platform about said
vertical axis in response to movement imparted to said mobile
counterweight unit along said circumferential path by said power
means;
a power source and winching means operably connected with said load
hoisting means; and
guying means between the upper portion of said main boom and said
mobile counterweight unit whereby the weight of the latter is
applied to the upper end of said boom in counterbalancing relation
to loads borne by said main boom.
Description
BACKGROUND OF THE INVENTION
Crane structures are rated by their lifting capacity at maximum
extension under conditions of stability. While stability against
tipping or toppling is relatively easy to obtain with fixed
structures through the use of suitably anchored guys, the problem
becomes very difficult of solution when extreme loads are to be
lifted and swung about the lifting means in wide arcs up to and
including, on occasion, 180.degree. or more. When mobility of the
crane structure under load is a requirement the problem of
maintaining stability is greatly magnified.
It is known to apply an extended earth-borne counterweight arm to
rotatable crane structures to provide stability and to overcome or
counterbalance the tendency of its load to produce a tipping moment
in the crane. In general it can be said that the length of the arm
and, hence, the lateral displacement of the counterweight forces
control or limits the lifting capacity of the crane. In a known
crane structure, a self-rotatable crane is mounted on a vehicle
provided with an immovable extended trailer which supports a
traveling counterweight that may be variously displaced outward on
the trailer as the lifted load becomes of such magnitude as to tend
to overthrow the vehicular crane. In such structure the operator is
limited to a small arc through which he may rotate and move a load,
the length of the arc on each side of center decreasing as the load
lifted is increased. Outriggers are sometimes employed to broaden
the base of the vehicular crane but these tend to eliminate any
possibility of mobility under load.
Another known crane system provides a vehicular crane capable of
self-rotation and having a counterweighting trailer pivotally
associated with the vehicle frame permitting its immovable
disposition at right angles to the fixedly located vehicle in
opposition to the crane when the latter is directed outward from
the other side of the vehicle. This arrangement in effect provides
a three-armed base for the revolving crane structure and permits a
somewhat increased arc through which a load may be swung before a
toppling moment is reached. However, once the loaded crane is swung
to such an extent that the counterweight effect opposite the load
has been surpassed, stability is lost. Here, too, as the load
increases the swing arc decreases and lateral movements of the load
become more restricted.
In another known crane structure of the vehicular type, a mobile
earth-borne crane supports a turntable having a boom and stay mast
mounted thereon together with a power package including a power
source and the requisite winching means to provide the facility for
load hoisting and relative adjustment of the boom and stabilizing
mast. In this system a counterweight on a trailer is located behind
and in opposition to the boom. The trailer is rigidly connected to
the turntable. As the operator revolves the turntable the trailer
is caused to travel in an arc about the axis of rotation. The power
required to accomplish this trailer movement is derived from the
same source as rotates the turntable. Bearing in mind that the
counterweight is usually heavy and applies a substantial load per
square inch via the ground-engaging elements, it will be observed
that substantial torque is required to be supplied by the turntable
revolving means. Further, bearing in mind that the revolving of the
crane turntable under substantial load can be a very critical
operation the additional load of the counterweight may seriously
interfere. Also note that in this arrangement the weight of the
power package is borne by the crane base and tends to hamper its
mobility.
SUMMARY OF THE INVENTION
It is among the primary objects of this invention to provide a
crane base having a rotatable platform supporting a boom and a stay
mast having great load lifting capacity and which is stabilized
against toppling by a counter-balancing earth-borne,
self-propelled, mobile vehicular means laterally displaced from the
axis of rotation and stiffly coupled to the rotatable load platform
to precisely and accurately revolve the same and its load as the
mobile means travels thereabout.
While the crane base need not be mobile, in the preferred form of
the invention it is provided with steerable ground engaging members
such as endless tracks or multiple wheels. Thereby the entire crane
assembly may be moved over the ground both unloaded and under load,
thereby enhancing its usefulness and wherein such movement may be
with either the crane base leading or following the mobile means,
or the crane base and the mobile means simultaneously moving in
parallel paths in all radial directions from a starting point.
Another object of the invention is to apply, in counter-balancing
fashion opposite the main hoisting boom and its load, the weight of
the usual power source and powered winching means required to
provide boom and stay mast adjustments and to activate the load
hoisting gear of the crane structure.
Other objects and advantages of the invention will become apparent
during the course of the description of the invention in its
preferred and alternative embodiments. Alterations and
modifications of the invention will naturally occur to those
skilled in the pertinent art. All such as fall within the spirit
and scope of the invention, giving due regard to the doctrine of
equivalents, as fall within the subjoined claims, is intended to be
patented herein.
DESCRIPTION OF THE DRAWINGS
FIG. 1 is a side elevation of the counter-balanced crane structure
of this invention shown in operation;
FIG. 2 is a top plan view of the crane structure of FIG. 1;
FIG. 3 is a side elevation of a variant crane structure according
to this invention; and
FIG. 4 is a side elevation of another crane structure with a
variation in the mounting of the main hoist.
DESCRIPTION OF THE INVENTION
In the preferred embodiment of the invention shown in the
accompanying drawings, the low-profile earth-borne crane base 10
supports the horizontal load platform 12, mounted thereon for
rotation about the vertical axis 20--20. Desirably crane base 10 is
mobile and it may be self-propelled, as shown, on endless tracks 14
driven from a power source 16.
Main boom 18 is pivotally mounted on load platform 12 to swing
about a horizontal axis 20 permitting its disposition in various
upright angular positions. Telescopic boom stops 19 cushion and
make secure the boom and prevent the unloaded boom from moving over
center. Load hoisting means 22 depend from the upper end of main
boom 18. For extremely heavy loads means or system 22 may typically
comprise as many as 24 line parts of 1 1/4 inches or greater sized
cable.
Spaced laterally of crane base 10 is the self-propelled mobile unit
30 comprising endless tracks 32, its power source 34 and operating
housing 36 mounted on swivel base 38 to rotate about a vertical
axis. Housing 36 may contain counterbalancing ballast 40 and may
include a power source and winching means (not shown) to which
passes main line 42 of the hoisting means 22. Line 42 passes down
the rear of boom 18 over guide 44 and around sheave 46 at the
bottom rear of boom 18, thence to housing 36.
In most operations where heavy loads are to be lifted and rotatably
moved about axis 20 of platform 12, the ground-engaging tracks 32
of mobile unit 30 will be disposed relative to crane base 10 so
that unit 30 will be mobile in a path circumferential of axis 20.
On other occasions the tracks of unit 30 may be aligned with unit
10 for straight line transport of the entire assembly with or
without load.
Spreader link 50 connects between the load platform 12 and mobile
unit 30. At its ends link 50 has a pair of spaced apart arms, as
shown in FIG. 2, which are pivotally connected about the horizontal
axes 52 and 54. The dual connections permit link 50 to pivot up and
down, but must be such that when unit 30 is self-propelled on
tracks 32 in its circumferential path about axis 20 torque will be
applied to rotate load platform 12 and hence rotate the main boom
18 carried thereby.
In the preferred form shown in FIG. 1, wherein the crane is shown
as rigged to handle extreme loads, it is desirable to employ stay
mast 60 pivotally mounted at 61 on its lower end on platform 12
opposite boom 18. Mast 60 is disposed angularly upward behind boom
18 generally in overlying relation to link 50 and mobile unit 30.
Boom stops 63 are employed to limit motion of mast 60. Adjustable
guy line 62 connects between the upper ends of boom 18 and mast 60
and guy 64 extends from the upper end of mast 60 to the gantry
frame 66 rising at the rear of housing 36. By means of guys 62 and
64 the weight of mobile unit 30 is applied to the upper end of main
boom 18 in a counterbalancing and stabilizing relation to loads
borne by the hoisting system 22.
When a load is raised as in FIG. 1 and it is desired to move to
another position radially about axis 20 the propulsion mechanism of
unit 30 is activated. As unit 30 travels in its arcuate path about
axis 20 it exerts substantial torque through spreader link 50 on
load platform 12 to rotate the same. By this arrangement the
operator of unit 30 is able to swing the crane about axis 20 with
great precision and safety. As unit 30 moves the stay mast 60 also
swings or rotates and the guying effect and the counterweight of
unit 30 on boom 18 is maintained in direct opposition to boom 18
and its load.
In the arrangement shown in FIG. 1,
Angle A (between boom 18 and guy 62) is 55.degree.
Angle B (between mast 60 and guy 62) is 66.5.degree.
Angle C (between boom 18 and lift means 22) is 14.5.degree.
Angle D (between mast 60 and guy 64) is 44.degree..
The weight of unit 10 is assumed at 150 tons. Unit 30 is assumed to
be 250 tons. With a 500 ton load the compressive force on boom 18
is calculated to be 597 tons and the compressive force on mast 60
is calculated to be 204 tons. Guy 62 will bear a tension force of
151 tons and guy 64 will bear a tension force of 200 tons. The
total load carried by the earth beneath unit 10 is calculated to be
900 tons which, spread over the large area of the tracks 14 will be
about 40 psi. Under the conditions shown the center of the load
will be approximately 35 feet outward of axis 20.
Spreader link 50 is shown as sectional in FIGS. 1 and 2 in the same
manner as are the boom 18 and mast 60. All of these elements may be
lengthened by the addition of intermediate sections of like
configuration. For example, link 50 may have a section introduced
with the result that the counterbalance unit 30 is displaced
outward of the crane base 10 a greater distance and, hence, a
greater counterbalancing effect is produced.
It will be observed that the topping lift or guy 62 is adjustable
as to length by means of the tackle 64 of variable length.
Extending the length of guy 62 will decrease angle A and increase
angle C thereby extending the reach of boom 18. If the load remains
500 tons as shown it may be necessary to increase the
counterbalancing effect of unit 30. This can be accomplished by
adding an additional ballast unit 40 or lengthening link 50, or
both. Various other adjustments well within the purview of
operators skilled in the use of such heavy equipment will naturally
be employed to meet specific conditions encountered in the field.
An increase in Angle D produces a beneficial result. By so doing
there is an application of greater compressive forces on the
spreader link 50 and a subtraction of proportional compressive
forces on stay mast 60.
In the alternative arrangement of FIG. 3 unit 10 and its load
platform 12 supports the elongated boom 78 stabilized by top guy 62
extending to the top of mast 80, also elongated. Mast 80 is
likewise supported on platform 12. Guy 64 extends between the frame
66 on cab 36 of unit 30 and the upper end of mast 80. Boom stops 63
extend from unit 30 to the backside of mast 80.
The following dimensions may be employed in the arrangement
typically shown in FIG. 3:
Length of boom 78 340 feet Length of mast 80 260 do. Angle A
40.degree. Angle B 62.degree. Angle C 60.degree. Angle D 16.degree.
Load 50 tons Reach (center of unit 10 to load center) 300 feet
Compr. load on boom 78 96.3 tons do. do. mast 80 24 do. Tensile do.
guy 62 73.5 do. do. do. guy 64 250 do.
With this FIG. 3 rigging an operator is permitted to raise a very
substantial load of 50 tons at a reach of 300 feet and to, with the
greatest precision, manipulate and swing the load in a huge arcuate
path.
In FIG. 4 crane base 90 has rotatable load platform 91 at the axis
of which is mounted main boom 92. To one side is the self-propelled
mobile unit 93 connected by spreader link 94 to platform 91. A
ballast container 95 is carried by mobile unit 93 and may be loaded
as counterbalance weight as required with water, metal billets, or
sand ballast. Stay mast 96 is pivotally connected at 97 to load
platform 91 and stands at an angle behind boom 92, overlying link
94. Slings 98 connect between the upper end of mast 96 and unit 93
whereby the load of the latter is applied downwardly in a
stabilizing manner. The guying topping lift 98 extends between the
upper ends of boom 92 and mast 96 and line 99 passes to winch drum
101 of the power package 100 shown mounted on link 94 at its outer
end near unit 93. The main load line 102 from tackle 103 used in
hoisting and supporting a load is led by guides 104 and 105 to drum
106 of power package 100. Boom stops 107 and 108 extend between
link 94 and boom 92 and mast 98 respectively. Link 94 may be formed
of two parts and connected pivotally at 110 to permit a degree of
rotation of units 90 and 93 relative each other about the
longitudinal axis of link 94. An appreciation of the size of the
equipment shown in FIG. 4 may be had by understanding that as
designed and shown the distance between the axis of the load
platform 91 and the center of rotation of self-propelled unit 93
will be in the order of 60 feet.
A crane as disclosed in FIGS. 1, 2 and 4, can lift and rotatably
transfer great loads, up to about 500 tons, because of the
counterbalancing effect of the mobile unit and its capacity to
apply torque to rotate the main boom under load with great
precision and safety.
A crane as disclosed in FIG. 3 can lift very substantial loads, up
to about 50 tons, at a great distance and transfer them laterally
through a full circle because of the counterbalancing and
stabilizing effect of the mobile unit and the absence of guying
means in otherwise obstructing locations.
The general idea of the invention will be seen to be the
combination with a crane base, rotatably supporting a main boom, of
a stiff spreader link between the rotary means of the main base and
a remotely located self-propelled mobile unit functioning to
counterbalance a loaded main boom and operable to rotate it.
FIGS. 1 and 2 illustrate a preferred orientation with respect to
the pivotal arrangements of the heels of the main boom and stay
mast. An alternative arrangement involving pivoting of the heel of
the main boom and the heel of the stay mast about a common axis is
shown in FIG. 4.
Torsional freedom of the spreader link as shown at 110 in FIG. 4 is
also indicated at 53 in FIG. 1 and 51 in FIG. 3. This permits the
link to accommodate different relative horizontal dispositions that
arise between the units 93 and 90 (FIG. 4) and units 10 and 30
(FIGS. 1 and 3) as the self-propelled units move over uneven ground
and tend to tilt in such manner that torsional forces are applied
tending to twist the spreader links about their longitudinal
axes.
* * * * *