U.S. patent number 3,713,262 [Application Number 05/096,696] was granted by the patent office on 1973-01-30 for taper lock break-away pole structure.
Invention is credited to Joseph Jatcko.
United States Patent |
3,713,262 |
Jatcko |
January 30, 1973 |
TAPER LOCK BREAK-AWAY POLE STRUCTURE
Abstract
A pole structure such as for signs or utility installations is
composed of a plurality of tubular tapered sections locked one to
each other in telescoping fashion; the lowest section of the pole
structure has a flange which is releasably attached to an inground
base support of the pole by means of pivot clamps and/or shear pins
which are adapted to give way or break when the pole is hit by an
object at a certain magnitude of impact force to thereby permit the
pole to break-away from the base without destroying the pole; the
several individual taper lock pole sections, when the pole
breaks-away from the base, are permitted to separate, permitting
substantially complete recovery of the pole structure after being
forcibly yanked from its ground support by the impact force.
Inventors: |
Jatcko; Joseph (Bloomfield
Hills, MI) |
Family
ID: |
22258636 |
Appl.
No.: |
05/096,696 |
Filed: |
December 10, 1970 |
Current U.S.
Class: |
52/98; 404/6;
52/296; 248/158; 248/346.03; 52/848 |
Current CPC
Class: |
E01F
9/635 (20160201) |
Current International
Class: |
E01F
9/018 (20060101); E01F 9/011 (20060101); E02d
027/42 () |
Field of
Search: |
;248/159,361B,158,361R,346 ;287/DIG.3,2R ;52/726,296 ;94/1.5
;285/3,4 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Schultz; William M.
Claims
I claim:
1. A pole and associated support base assembly comprising:
a base member set within the ground having a portion extending
above the ground surface;
said above ground portion comprising a plate member;
a fabricated pole assembly, the pole assembly being provided with a
radial flange at the lower end thereof;
said radial flange being adapted to be supported in flat abutting
relationship on top of said plate member;
and releasable means normally rigidly securing said radial flange
to said plate member to maintain said fabricated pole in vertical
upright position on said base support;
there being a series of spaced vertically aligned outwardly opening
radial indentations in said plate member and radial flange;
said means releasably securing said radial flange to said plate
member comprising a plurality of split clamp assemblies
circumferentially spaced therearound;
each clamp assembly including superimposed upper and lower clamp
members located within said indentations, with their free
respective ends overlapping and retainingly engaging the
corresponding adjacent top and bottom surfaces of said radial
flange and plate member;
a fastener extending through each pair of clamp members for
securing said clamp members to each other and said flange and plate
member;
said clamp assemblies when subjected to an impact force of a
certain magnitude being adapted to slide from the plate member
permitting the pole assembly to swivel off the base support
plate.
2. In the pole and support assembly of claim 1, said pole assembly
composed of a plurality of individual tubular sections; each of
said tubular sections being tapered in an upwardly converging
relationship with the next tubular section for assembly of said
plurality of said tubular sections in telescoping fashion one on
top of each other; said plurality of tapered tubular sections being
retained in assembled vertical position by means of a frictional
interlock between said telescopically assembled tapered
sections.
3. In the pole and support assembly of claim 1, said upper and
lower clamp assemblies being of substantial triangular
configuration.
4. In the pole and support assembly of claim 1, the opposed inner
edges of said upper and lower clamp assemblies being respectively
undercut defining plate member and radial flange engaging members.
Description
BACKGROUND AND SUMMARY OF THE INVENTION
The present invention refers to pole structures such as are used in
street lighting, sign supports, utilities, etc. and more in
particular to a break-away pole structure which permits the pole to
give at a certain impact force beyond a predetermined
magnitude.
It is well known that poles used alongside curbs of road ways for
support of signs, lights, electrical power cables, etc., are
constantly subjected to being hit by an object moving along the
road way, such as a vehicle. Conventionally, in most instances, the
poles, or posts, are solidly anchored to the ground base support.
Thus, when being hit by a moving object, such as a fast travelling
vehicle, not only the vehicle but the pole or post as well, will be
severely damaged; in many instances causing the pole to bend over
adjacent the point of impact in spite of its otherwise rigid
construction. It will be obvious that, in view of the normally
immovable pole structure, when the pole is hit by a passenger
occupied vehicle, not only material damage occurs to the vehicle
and to the pole, but the passengers in the vehicle will be subject
to severe injury or death.
It is well known that year after year, road side poles have to be
replaced once they have been forcibly removed from their base, at
great expense to the tax paying public.
Accordingly, it is the primary object of the present invention to
provide a road way pole structure adapted to break away under an
impact force, to thereby considerably reduce material damage and
personal injury otherwise incurred.
It is a further object of the invention to provide a sectional pole
structure composed of a plurality of tapered, frictionally retained
tubular pole sections which, when the lower section thereof is
being hit by a moving object, are adapted to separate from each
other and to fall on the ground, thereby preventing complete
destruction of the pole, the separate sections being fully
recoverable and reusable.
The pole structure of the present invention is comprised of a
plurality of tubular sections which may have any desired
cross-sectional configuration, such as round, square, triangular,
or the like and which are tapered in longitudinal direction. The
individual pole sections are assembled in telescoping fashion and
by means of the longitudinal taper configuration, the sections are
retained in vertical position by frictional interlock, and by
gravity due to their own weight.
The lower, primary pole section is provided with a supporting
flange which is removably attached to the inground support base of
the pole by means of pivotal clamps and/or shear pins. These are
adapted to give way under an impact force above a certain magnitude
to thereby release the pole assembly from the inground support base
and permit the pole to fall to the ground. The individual
frictionally interlocked pole sections are permitted to separate
from each other, as the pole assembly falls to the ground.
The present invention will be best understood by reference to the
following detailed description of several preferred embodiments
thereof.
BRIEF DESCRIPTION OF THE DRAWINGS
The accompanying drawings illustrate several preferred embodiments
of the invention as described hereafter and in which:
FIG. 1 is an assembly illustration of a pole or post structure
constructed in accordance with the present invention;
FIG. 2 is a composite illustration of the sectional pole of FIG. 1
being separated after forced from its support base;
FIG. 3 is another composite illustration showing the sequence of
the pole flange separating from the base support under an impact
force;
FIG. 4 is a cross-section on an enlarged scale of the base support
of the pole assembly in FIG. 1 but utilizing a triangular tube
section;
FIG. 4a is a fragmentary side view of the base support portion of
the pole structure of FIG. 4;
FIG. 4b is a cross-section through the shear pin arrangement
utilized in the pole and base structure of FIG. 4;
FIG. 5 illustrates another embodiment of a base support structure
in accordance with the present invention utilizing a pole of
cylindrical tube section;
FIG. 5a is a fragmentary vertical side view of the base support of
FIG. 3;
FIG. 6 is still another embodiment of a base support structure in
accordance with the present invention utilizing a pole of square
tube section with a pivoting clamp arrangement;
FIG. 6a is a fragmentary vertical side view of the base support
structure shown in FIG. 6; and
FIG. 7 is a cross-section through the base support structure shown
in FIG. 6 along line 7--7 thereof.
DETAILED DESCRIPTION OF THE PRESENT INVENTION
With references to FIG. 1 of the drawings, there is illustrated a
pole assembly according to the invention indicated by the numeral
10 which is supported on an inground base support 12. The pole
assembly 10 may be utilized for lighting purposes of a road way, or
for sign support, cable support, or the like.
According to the present invention, the pole assembly 10 is
composed of a plurality of individual tapered pole sections
10a,b,c,d, etc., which are telescopically interlocked one to each
other. Any desired number of pole sections may be assembled
together to obtain the required pole height, as will be
understood.
In general, the individual tubular pole sections, 10a,b,c,d, etc.,
of any cross-sectional configuration, diminish in cross-section
towards the top so that the complete pole assembly 10 assumes a
tapered configuration of diminishing cross-section in upward
direction, to permit the pole assembly to slightly sway under wind
influence without breaking.
The lower section 10a of the multiple pole assembly 10 is provided
with a radial flange 14 which may have any desired planar
configuration such as square, round, triangular or the like, and
which is adapted to be flatly supported upon the top of a plate 16
which constitutes the top of an inground support base assembly 12
located above the ground surface 13.
In the schematical illustrations in FIGS. 1 to 3, the top plate 16
of the inground support base assembly 12 is provided with a
plurality of pivotal clamp assemblies 18 adapted, in assembly, to
clamp the lower most pole flange 14 to the base support. The clamp
assemblies, as will be more described and shown in detail
hereinafter, may be pivotable clamp assemblies securing the pole
flange 14 at a certain magnitude of clamping force sufficient to
normally retain the fabricated pole assembly 10 in vertical upright
position. However, the pivotal clamp assemblies 18 are adapted to
give under a certain impact force against the pole assembly 10 to
permit the pole assembly to separate from the inground base support
assembly 12.
As is shown in the composite drawing in FIG. 3, in the figure at
the left, the fabricated pole assembly 10 is shown in normal
vertical upright retained position on the base support assembly 12,
that is, the pole support flange 14 of the lower most pole section
10a is squarely supported upon the top support plate 16 of the
inground base support assembly 12 and retained thereon by means of
the clamp assemblies 18.
In the second figure of the composite drawing of FIG. 3, an impact
force has been applied to the fabricated pole assembly 10 at a
magnitude of force exceeding the clamping force of the pivotable
clamp assemblies 18 and causing the pole assembly and the clamp
assemblies 18 to be rotated in the directions shown, corresponding
to the direction of applied force and thereby yanking the pole
support flange 14 out of clamping engagement with the top plate 16
of the inground base support assembly 12.
The last figure in the composite drawing of FIG. 3 illustrates the
complete separation of the pole support flange 14 on the lower most
pole section 10a from the top plate 16 of the inground base support
assembly 12; the clamp assemblies 18 having been forcibly pivoted
out of the way to permit the separation.
With reference now to the composite drawing of FIG. 2, as the
fabricated pole assembly 10 separates from the inground support
base assembly 12, the several individual telescopically taper
locked pole sections 10a,b,c, etc., due to the shock load of the
impact force against the fabricated pole assembly and because of
the displacement from their normal vertical, interlocked position,
will be caused to separate from each other to individually fall to
the ground 13. The ground impact is considerably less than the
impact force otherwise incured if the pole were made in one piece
and permitted to fall to the ground, which, in most any instance,
would cause the pole to break. The individual pole sections, as
they separate from each other and fall to the ground although they
may be slightly indented when they hit the ground, are in most
instances reuseable and can easily be salvaged and reused as will
be appreciated.
However, the primary concern of the present invention is the
improved safety factor involved with the present improved
break-away base construction so as to considerably reduce material
damage and personal injury when the pole is being hit by a moving
object, such as a vehicle.
Although in FIG. 3 the fabricated pole assembly 10 is illustrated
to be composed of tubular sections having a square cross-section it
will be appreciated that any other cross-sectional shape may be
employed such as cylindrical, triangular or other polygonal shapes
as will be subsequently described hereafter.
FIGS. 4 to 7 illustrate various preferred embodiments of pivot
clamp and/or shear pin assemblies adaptable for attachment of the
fabricated pole assembly 10 to the inground base support assembly
12 and to permit separation therefrom under an impact force of a
certain magnitude.
FIGS. 4 to 7 likewise indicate various cross-sectional
configurations of the individual pole sections of the fabricated
pole assembly 10 which, however, are only representative of the
most common configurations conventionally used because of economy
and ease of manufacture although, as mentioned before, any other
polygonal cross-sectional shapes may be employed.
Now referring first to the embodiment illustrated in FIGS. 4 to 4b,
the base support assembly 12 includes an inground base 20 which
supports an above ground support plate 16 having a flat surface 17
adapted to flatly support the pole flange 14 provided on the lower
most pole section 10a.
In the embodiment of FIGS. 4 to 4b, the inground base support plate
16 is shown to be of triangular configuration in plan view as seen
in FIG. 4, although any such configuration is immaterial.
The inground base support plate 16 is provided with a plurality of
clamp assemblies 18 circumferentially spaced therearound at
radially equally spaced distances. The clamp assemblies 18 are
identical and each comprises a clamp arm 22 integrally extending
from an enlarged boss portion 24 (FIG. 4b) which abuts upon the
surface 17 of the inground support base plate 16. The boss portion
24 of the clamp assembly 18 is apertured as at 26 to receive a
fastener such as a bolt 28 for threaded attachment of the clamp arm
22 to the inground base support plate 16 by means of tightening of
the bolt 28. In assembly, the outer end of the clamp arm 22 abuts
upon the upper surface of the pole flange 14 such that when the
bolt 28 is tightened into the inground base support flange 16 the
pole flange 14 will be tightly clamped down upon the upper surface
17 of the inground base support plate 16.
Since a plurality of clamp assemblies 18 are provided which are
radially equally spaced around the pole assembly 10, the pole
assembly 10, when the clamp assemblies 18 are tightened, will be
maintained in correct vertical aligned position relative to the
inground base support plate 16.
As shown more in detail in FIG. 4b, the arm extension 22 of each of
the clamp assemblies 18 is provided with a shear pin 30 which
extends into an appropriate aperture provided in the radial flange
14 of the lower pole section 10a. Thus, when the clamp assemblies
18 are tightened down by means of the bolts 28 the radial flange 14
of the lower pole section 10a will be normally non-rotatably
retained in fixed position on the base support plate 16. The shear
pins 30 have a predesigned shear strength to permit them to break
under the influence of an impact force against the lower pole
section 10a of a predetermined magnitude.
Thus, it will be seen, as graphically illustrated in FIG. 3, that
at the instant of an impact force of predetermined magnitude
against the lower pole section 10a, the shear pins 30 of the clamp
assemblies 18 will break, causing the entire pole assembly 10 to be
rotated from its position on the base support plate 16 and out of
engagement with the clamp assemblies 18, which are likewise pivoted
out of the way due to the impact force as the pole moves off the
base support plate 16 and subsequently falls to the ground, as
illustrated in FIG. 2, permitting the individual telescopically
taper locked pole sections, 10a,b,c, etc., to separate from each
other, thereby considerably reducing break damage to the pole,
which most likely would be incured if the pole were made in one
piece.
Except for the breaking of the shear pins 30, there will be
substantially no damage to the inground base support assembly 12
nor to the clamp assemblies 18, permitting the reerection of the
pole assembly in a minimum amount of time and labor, the shear pins
being easily replacable at a minimum amount of cost.
Although the tapered pole section 10a in FIG. 4 is shown to be of
tubular triangular cross-section, as mentioned before, the tubular
cross-section of the pole assembly is immaterial. Thus the section
could be square as shown in FIG. 3 and 6, or cylindrical as shown
in FIG. 5. Similarly, the end flange 14 of the lower most pole
section as well as the base support plate 16 can have any desired
planar configuration which may be best suited for any particular
installation.
However, in the installation of relatively high poles such as used
in highway installations, to which the shear pin and clamp
arrangement of FIGS. 4 to 4b is particularly applicable, a
triangular base and pole flange structure, as shown, will be
preferred since, as much as the pole could be contacted from any
angle by an impact force, the shear pin and clamp assembly would
shear, permitting the flange of the lower most pole section to
swivel off the base support plate as shown in FIG. 3.
With reference now to FIG. 5, this design of a breakaway pole and
base support assembly in accordance with the present invention is
particularly applicable for poles of lesser height and for poles in
locations where the poles are not likely or liable to be hit by
fast moving vehicles at a great impact force, such as poles used in
parking lots and the like. In these instances, the poles may be
subjected to impact by relatively slow moving vehicles or vehicles
moving at a normal speed thus, the break-away base assembly of the
embodiment in FIG. 5 and 5a is designed such as to give way under a
lesser impact force than that required for the break-away base
assembly of FIGS. 4 to 4b.
The embodiment in FIGS. 5 and 5a utilize a round base support plate
16a and a similarly round radial pole flange 14a which, in
assembly, is adapted to be placed concentrically on the base
support plate 16a. Although in FIG. 5 the pole section 10a is
likewise shown to be of tubular cylindrical cross-section, the pole
section itself could be of any other cross-sectional configuration
such as square or triangular.
The round radial flange 14a of the lower most pole section 10a, in
assembly, is clamped onto the base support plate 16a by means of a
plurality of pivotable clamp assemblies 32 which comprise each a
boss portion 34 for abutment upon the surface of the base support
plate 16a. A clamp arm portion 36 extends from each of the boss
portions 34 of the clamp assemblies 32 adapted for clamping
extension over the rim of the radial flange 14a of the lower most
pole section 10a. In assembly, the clamp assembly 32 is secured in
place by means of bolts 38 extending through the boss portion 34
and threaded into the base support plate 16a. The clamp assemblies
32 in FIG. 5 are designed to have a predetermined clamping force of
such magnitude as to normally maintain the pole assembly 10 in
upright vertical position on the base support plate 16a. However,
if the lower most pole section 10a is contacted by an impact force
of a predetermined magnitude exceeding the clamping force provided
by the clamp assemblies 32, the clamp assemblies 32 will be pivoted
out of the way permitting the radial flange 14a of the lower most
pole section 10a to swivel off the base support plate 16a to permit
the pole assembly 10 to fall to the ground and separate. The base
support assembly 12a remains substantially intact for quick and
easy reassembly of a new or the same pole assembly.
With reference now to FIG. 6, 6a and 7, this embodiment illustrates
a further modification of a break-away base support assembly and in
this instance utilizes a tubular pole structure of square
cross-section, although, in this embodiment likewise, the
particular cross-sectional configuration of the pole assembly 10 is
of no importance, the various configurations being shown only for
illustrative purposes. However the planar configurations of the
radial flange on the lower most pole section and the base support
plate itself are of some particular importance in certain
embodiments as herebefore explained in connection with the
description of the embodiments of FIGS. 4 and 5.
In the embodiment of FIGS. 6, 6a and 7 an entirely different
break-away base support assembly is being utilized as described
hereafter.
The above ground base support plate 40, in this instance, is a
plate of relatively thick cross-section to accommodate the
provision of a central circumferential groove 42 therearound, so as
to provide a lower plate section 41 and an upper plate section
43.
With reference to the planar cross-section in FIG. 6, the upper
plate section 43 of the base support plate 40 is cut out at a
plurality of circumferentially equally spaced locations, such as at
44, and located substantially within the plane of the
circumferential groove 42.
The radial flange 46 at the bottom of the lower most pole section
10a, in this instance, is of substantially rectangular
configuration in plan view and is provided with a similar plurality
of cut outs 48 substantially matching the cut outs 44 in the base
plate 40.
A plurality of split clamp assemblies 50 are disposed within the
locations of the spaced co-extensive cut outs 44-48 on the base
support plate 40 and radial flange 46 of the lower most pole
section. The split clamp assemblies 50 are of substantially
triangular configuration, in plan view, comprising a lower clamp
member 54 and a substantially identical, super-imposed upper clamp
member 52. The opposite corner portions along the long side of the
triangular shaped split clamp assemblies 50, in assembly, extend
across and overlap the edges of the cut outs 44-48 such, that the
inside of the lower clamp member 54 extends within the groove 42 of
the support base plate 40 and abuts against the underside of the
upper plate section 43 and, similarly the inner side of the upper
clamp member 52 extends across and abuts against the upper surface
of the flange 46 on the lower most pole section.
The pole assembly 10 is normally retained in vertical upright
position by means of clamping the upper and lower split clamp
members 52-54 together by means of bolts 56 threaded through both
clamp members, such that, upon tightening of the bolt members which
are located at the apex of the triangular shaped clamp assemblies
within the cut outs 44-48, opposite clamping pressure will be
exerted against the underside of the top plate section 43 and
against the top surface of the pole flange 46 for clamping
securement of the pole section to the base support plate 40.
It shall be mentioned here that, although a square arrangement and
90.degree. spacing of the clamping members is shown in FIG. 6, any
other arrangement could be utilized and the number of clamping
members could be reduced or increased as suitable, largely
depending on the cross-sectional configuration of the pole assembly
being utilized.
This embodiment of break-away base support assembly is likewise
primarily adaptable for relatively low pole structures and poles
which are in locations in which they are not normally suspected to
be subjected to high impact forces, such as parking lot locations
and the like.
The clamp assemblies 50 in this instance, when the respective pole
assembly is subjected to an impact force of a certain magnitude, is
caused to slide from the ground support base plate 40 to permit the
lower most pole section to swivel off the base support plate. The
split clamp assemblies 50, in the embodiment of FIGS. 6 to 7,
retain the pole assembly 10 only by means of the frictional
clamping force, which is determined by the torque with which the
bolts 56 are tightened and which in turn is dependent on the
diameter and shape of the bolt threads. Thus, the split clamp
assemblies 50, after having been forcibly removed by an impact
force against the lower most pole section 10a, will remain intact
and can be reused again for quick reassembly of the pole
structure.
Thus, the present invention illustrates and discloses basically two
variations of a break-away base support assembly which, in the
embodiment of FIGS. 4 to 4b, employs a shear pin and pivot bracket
assembly, primarily adaptable for high pole installations such as
are used along highways and which require wind resistance and
greater shear strength from the impact of fast moving vehicles.
The embodiments of FIGS. 5,5a and 6,6a and 7 are primarily
adaptable for lower pole structures and pole structures disposed in
locations in which they are not liable to be subjected to high
impact forces by fast moving vehicles or the like. Accordingly, the
pole assembly 10 in FIG. 5 is secured to the base support assembly
by means of a plurality of pivotable clamps, which are permitted to
be pivoted out of the way when the pole assembly is hit by an
impact force of a certain magnitude. Similarly, the embodiment of
FIGS. 6,6a and 7 require only a plurality of split clamp assemblies
for attachment of the pole assembly 10 to the base support
assembly. In this instance, the complete clamp assembly is moved
out of the way, that is, off from its clamping engagement with the
top plate of the support base assembly, when the pole assembly is
being hit by an impact force.
Regardless of the break-away base support structure in either FIGS.
4,5 or 6, the pole assembly 10, as already described herebefore, is
constructed of a plurality of tubular, outwardly tapering,
individual pole sections, telescopically and frictionally retained
one on top of each other to any desired height (in certain
installations as high as 72 feet). The sectional tapered, tubular
pole structure considerably facilitates transport and storage of
poles of various heights by inserting different pole sections of
varying diameters one within the other. Thus, a variety of poles of
varying diameters and of varying assembly heights can be
conveniently stored and transported, requiring considerably less
space than one piece poles or preassembled poles.
The present invention may be embodied in certain other forms
without departing from the spirit and essential characteristic
thereof, therefore, the present embodiments are to be considered in
all respects as illustrative only and not restrictive, the scope of
the invention being indicated by the appended claims rather than by
the foregoing description.
* * * * *