U.S. patent number 3,865,498 [Application Number 05/310,786] was granted by the patent office on 1975-02-11 for slip joint for steel poles or the like.
This patent grant is currently assigned to Sumitomo Metal Industries Limited. Invention is credited to Toshio Kai, Koichiro Okuto.
United States Patent |
3,865,498 |
Okuto , et al. |
February 11, 1975 |
Slip joint for steel poles or the like
Abstract
A slip joint for steel poles wherein a simple reinforcing means
is provided at the overlapping ends of telescoping tubes used in
forming the poles, whereupon the strength of the pole including the
joint is greatly improved.
Inventors: |
Okuto; Koichiro (Nishnomiya,
JA), Kai; Toshio (Tokyo, JA) |
Assignee: |
Sumitomo Metal Industries
Limited (Osaka City, JA)
|
Family
ID: |
14171226 |
Appl.
No.: |
05/310,786 |
Filed: |
November 30, 1972 |
Foreign Application Priority Data
|
|
|
|
|
Jan 30, 1971 [JA] |
|
|
46-96670 |
|
Current U.S.
Class: |
403/292; 403/334;
403/345 |
Current CPC
Class: |
E04H
12/08 (20130101); Y10T 403/70 (20150115); Y10T
403/635 (20150115); Y10T 403/55 (20150115) |
Current International
Class: |
E04H
12/08 (20060101); E04H 12/00 (20060101); E04h
012/08 () |
Field of
Search: |
;52/726,728,731,720,758R
;403/292,300,314,334,345,382 ;285/332 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
|
|
|
|
|
|
|
1,078,254 |
|
Aug 1967 |
|
GB |
|
30,047 |
|
Dec 1910 |
|
GB |
|
Primary Examiner: Schroeder; Werner H.
Attorney, Agent or Firm: Watson, Cole, Grindle &
Watson
Claims
What is claimed is:
1. In a slip joint located at the overlapping ends of telescoping
tubes tapering between a larger end to a smaller end thereof and
forming a pole when telescoped together, reinforcing means provided
at said overlapping ends, said reinforcing means comprising at
least one reinforcing flange secured to substantially the entire
inner surface of the inner one of said tube ends and lying wholly
within the overlap of said ends, and said flange lying in a plane
perpendicular to the longitudinal axis of said tubes, whereby the
overlapping length at said ends is reduced and the strength of the
pole including the joint is substantially uniform throughout.
2. In the slip joint according to claim 1, said reinforcing means
further comprising a reinforcing band provided along the outer
periphery of the outer one of said tube ends and lying wholly
within the overlap of said ends.
3. In the slip joint according to claim 1, wherein the larger end
of one of said tubes fits within the smaller end of another of said
tubes, said reinforcing flange being spaced inwardly of said larger
end of said one tube, a portion of said one tube located between
said flange and said larger end having slits therein to facilitate
a clearance between said portion and the inner surface of said
another tube, and wedging means located with said clearaance.
Description
This invention relates to slip joints for steel poles, and more
particularly used in aesthetic steel poles for transmitting high
voltage currents.
Steel structures are known in which slip joints are used for
aesthetic steel poles now being increasingly used because of their
positive impact on the environment.
Such steel poles are made of hollow tapered tubes of octagonal (or
multi-Sided) cross-section so that the lower part of the upper tube
may fit in the upper part of the lower tube. It therefore becomes
easy to assemble such steel poles at the job site without the need
for special joints, and the tubes being thus easy to fabricate and
erect.
However, in the above-mentioned slip joint, if the strength of the
joint is to be equal to the remainder of the pole, the fitting
length at the joint must be about twice as large as the distance
between the opposed sides in the cross-section of the pole. Thus,
for a pole of a large diameter and large thickness, a large
quantity of steel is required thereby rendering such poles
uneconomical. For example, when the fitting length is L and the
distance between the opposed sides in the cross-section of the pole
is D, with L/D .ltoreq.1.7, the lower or inner tube will buckle at
the tip on the tension side and will also buckle in that portion in
contact with the end surface of the outer tube on the compression
side. With D/tu .gtoreq.40 (wherein tu is a pole thickness), the
upper or outer tube will crack along the weld joint on the end
surface on the compression side.
Although the upper tube of such steel poles will not slip down, it
is necessary to individually transport each tapered tube unit
forming the steel poles to the job site for assembly and, when
transporting them long distances or particularly when exporting
them, transportion costs will increase rapidly.
Moreover, during the assembly of each steel pole, it is necesssry
to align the upper tube and lower tube with each other and, when
assembling the poles vertically, it is necessary to suspend the
upper tubes one by one from a helicopter or the like, thereby
drastically reducing the working efficiency.
An object of the present invention is to provide a slip joint
wherein the fitting length is reduced so that the total weight may
be decreased and the above-mentioned drawbacks may be avoided. In
carrying out this objective, one or more knot-shaped reinforcing
flanges are formed in several steps inside the joining portion of
the inner tube so that the inner tube may be prevented from
buckling, and the thickness of the joining portion of the outer
tube is made larger than the thickness of the body of the outer
tube as, for example, by winding a reinforcing band on the outer
periphery of the end joining portion of the outer tube so that the
outer tube may be prevented from cracking along the weld joint on
the end surface on the compression side.
Another object of the present invention is to provide such a slip
joint wherein, even if the overlapping length is short, a fixed
strength will be achieved, the efficiency during assembly of the
steel pole will be improved and the work and cost for long distance
transportation or the like will be reduced. The steel pole is
formed by pushing up such slip joints from below so that the
joining portion is wedged, reinforcing means being provided in the
form of reinforcing flanges and/or reinforcing bands.
In the drawings:
FIG. 1 is an elevational view of a steel pole for which slip joints
of the first embodiment of the present invention are used;
FIG. 2 is a partly sectioned elevational view of the joint in FIG.
1;
FIG. 3 is a cross-sectional view taken along line III - III of FIG.
2;
FIG. 4 is a partly sectioned elevational view of another
embodiment;
FIG. 5 is a cross-sectional view taken along line V - V of FIG.
4;
FIG. 6 is an elevational view of a steel pole for which slip joints
of the second embodiment of the present invention are used;
FIG. 7 is a vertically sectioned view of the joining part of the
slip joint shown in FIG. 6;
FIG. 8 is a cross-sectional view taken along line VIII - VIII of
FIG. 7;
FIG. 9 is an elevational view showing a test sample while being
tested; and
FIG. 10 is a graph showing the test results.
In FIG. 1 is shown an aesthetic steel pole for transmitting high
voltage currents. This steel pole is formed by joining a plurality
of steel tubes 1 which are uniformly tapered outwardly from their
upper to their lowr ends, and which are octagonal in the
cross-section. Generally the height of each tube is about 45
meters, its thickness is 9 to 16mm., the distance between the
opposed sides of the octagon is 600 to 1400mm. and the taper is
about one-fortieth to one-seventieth. A required number of arms 2
project outwardly of the upper tubes and conductors (not
illustrated) are hung on the outer ends of arms 2 through
insulators. The pole is supported at its lower end in a foundation
3.
For a conventional slip joint, the fitting length is about 1.5
times as large as the distance between the opposed sides in the
tube cross-section, the strength of the joint between tubes is
lower than the strength of the remainder of the pole, and it has
been found as a result of tests that, in order to make the strength
of the joint equal to that of the main body, the fitting length
must be about twice as large as the distance between the opposed
sides in the cross-section. If the fitting length is made about
twice as large, the weight of the steel at the joint will increase
by about 25 percent.
In the embodiments of the present invention, it is intended to make
the strength of the joint equal to the strength of the main body of
the pole even when the fitting length is made substantially small
such as equal to the distance between the opposed sides in the
cross-section. One of the embodiments is shown in FIGS. 2 and
3.
This slip joint comprises an inner or lower tube 4 and an outer or
upper tube 5, and each of the tubes is formed by bending a steel
plate so as to form tapered tubes of octagonal cross-sections and
welding each along one and/or two vertexes.
Knot-shaped reinforcing flanges 6 made of steel plates are secured
as by welding to the inside of inner tube 4 near and slightly below
its upper end at such locations as to lie within the overlap
between tube 4 and part of an outer tube 5. It should be noted that
flanges 6 are installed before the steel plate is welded along the
vertex or vertexes to form a tubular cross-section.
Further, a reinforcing plate 7 in the form of a steel ring or band
is secured as by welding along the outer periphery of the lower end
of outer tube 5. Such reinforcing plate 7 may be provided only in
the vertex part to be welded.
During the assembling operation, inner tube 4 is fitted into outer
tube 5 to be joined thereto. The dimensions and positions of the
respective parts of this slip joint will be effective as to
manufacture and performance when considering the following:
t.sub.s = (0.5 to 1.5) x t.sub.b,
t.sub.i = (0.5 to 1.5) t.sub.b,
.delta..sub.s = (2 to 10) x t.sub.b,
.delta..sub.i = (-10 to +10) x t.sub.b,
h.sub.s = (5 to 15) x t.sub.s,
h.sub.i = (5 to 15) x t.sub.i,
t.sub.o = (0.2 to 1.0) t.sub.u,
b = (10 to 30) t.sub.o and
.sym..sub.o = (-5 to 5) t.sub.u.
In the above embodiment, a pole of octagonal cross-sections is
shown. However, the cross-sections may be circular as shown in
FIGS. 4 and 5 or any other polygonal shape without departing from
the scope of the invention.
The embodiment shown in FIGS. 6, 7 and 8 is a high voltage current
transmitting aesthetic steel pole provided with joining means
between its tubes. As compared to the above-mentioned embodiment,
this steel pole is formed by joining a plurality of steel tubes 1'
which each taper toward their upper portions and are octagonal in
cross-section throughout. A required number of arms 2' project
outwardly of the upper tubes of the steel pole and conductors (not
illustrated) are hung on the tips of arms 2' through insulators.
The details of the slip joint of the pole are shown in FIGS. 7 and
8. A plurality of tubes smaller in the distance between the opposed
sides are inserted in turn toward the center of the outermost tube
in advance at the time of erection and are set perpendicularly to
the ground surface on a fixed carriage, the innermost tube being
pulled out with a lifting machine, and an oil pressure jack (not
illustrated) being interposed between reinforcing flanges 6' of the
adjacent tubes. A pressure as, for example, 10 tons in the case of
an octagonal pole of a distance of 1 m. between the opposed sides
in cross-section, is applied until the overlapping length is
reached in a required position and then wedges 11 are inserted with
an oil pressure jack or the like into the clearance parts 10
between supporting pieces 9 and the inner wall surface of outer
tube 5' in advance by inwardly bending the lower end of inner tube
4' . Notches 8 provided in this lower end at the time of making the
tube permit such inward bending. As required, wedges 11 may be
fixed to the outer tube with bolts. A sealant 12 is applied to the
lower end of inner tube 4' before the assembling in order to
prevent dew drops or the like from entering the joining part. Then
tubes 4' and 5' are pulled out with a lifting machine or the like
and the same step is continued successively to complete the
assembly of a steel pole. This steel pole can be assembled also
horizontally on the ground by using the same jack or the like as in
this embodiment and then erected upright.
The above-mentioned steel pole has been described for octagonal
cross-sections, although any other tubes of hexagonal or
dodecagonal cross-sections may be used as well. For tubes of
hexagonal, circular or dodecagonal cross-sections, the supporting
pieces and wedges are provided at three points in the apex
directions of the equilateral triangle of the cross-section. For a
tube of square cross-section, the supporting piece and wedge are
arranged on each side of the cross-section.
In another assembling method, the reinforcing flanges provided in
the lower end of each tube are maintained sealed and the inside of
the tube is filled with concrete by means of a concrete pump to
assemble the pole.
In order to elucidate the problems of the conventional slip joint
of the steel pole and to confirm the effects of the slip joint of
the present invention, the conventional ones and the two of the
first embodiment of the present invention were loaded and tested in
model of a scale about one-half in size of an actual steel pole.
The testing approach used is shown in FIG. 9. A test sample A
slip-joined substantially at its middle portion was secured with
bolts and nuts to one end part of upper and lower beams 13, a
tension steel member 14 was arranged between the other end parts of
beams 13 and was tensioned with a tensioning jack 15 to make a
bending moment act on test sample A. For making a larger bending
moment act on the test sample, a test sample A' was fitted in the
position shown in phantom outline.
The results of the above tests are shown in the following table and
in FIG. 10.
__________________________________________________________________________
Sample Fitting Ratio Strength: Failure No. Length of Maximum Mode
L/D diameter moment Remarks to thick- tm 1 2 3 4 ness D/t
__________________________________________________________________________
1 1.05 80 75.26 0 Reinforced as in FIG. 2 (A) 2 1.01 do. 73.45 0
do. 3 1.01 40 70.25 0 Not reinforced. (B) 4 1.09 60 55.38 0 0 do. 5
1.08 80 44.20 0 0 0 do. 6 1.29 60 70.55 0 do. 7 1.30 80 47.63 0 0
do. 8 1.46 do. 51.05 0 0 do. 9 1.50 do. 50.71 0 do. 10 1.56 do.
54.47 0 do. 11 1.67 do. 62.35 0 do. 12 1.85 do. 66.77 0 do. 13 2.03
do. 71.54 0 do. 14 do. 74.39 0 No slip joint
__________________________________________________________________________
Note: Failure Modes.
1. Buckled on the tension side of the tip of the inner tube.
2. Buckled in the part in contact with the end surface of the outer
tube on the compression side of the inner tube.
3. Cracked in the welding part of the end surface on the
compression side of the outer tube.
4. Buckled on the compression side of the root of the main
pole.
In FIG. 10 the A readings are for the first embodiment of the
present invention and the B readings are for the ones not
reinforced. As understood from FIG. 10, in the test sample B of
D/tu =80, in order to obtain the same strength as the durability of
the pole body, a fitting length of about twice as large as the
distance between the opposed sides in the cross-section is
required. On the other hand, in the ones illustrated in FIG. 2, a
sufficient strength is obtained with a fitting length substantially
small such as equal to the distance between the opposed sides in
the cross-section. Further, as evident from the table, when D/t
.gtoreq. 40 substantially, it will be necessary to reinforce the
outer tube but, when D/t .ltoreq. 40 substantially, it will not be
necessary to reinforce it. Further, when L/D .gtoreq. 1.7
substantially, it will not be necessary to reinforce the inner
tube. When 1.3 .ltoreq. L/D .ltoreq. 1.7 , such two reinforcing
flanges at the tip and on the inside as are shown in FIG. 2 will be
required. When L/D .ltoreq. 1.3, the reinforcing flange at the tip
will suffice. It is recognized that, in such case, the clearance
between the reinforcing flanges at the tip and on the inside will
be so narrow that a sufficient end force will be obtained with the
reinforcing flange only at the tip.
Although these experiments were made only with the slip joints of
the first embodiment of the present invention, the effects of the
other embodiments are the same.
Further, according to the present invention, the working efficiency
in erecting steel poles is very high, the efficiency in
transportation time to the job site is improved, the transporting
cost is low, and the joining part of the slip joint is sufficiently
durable.
* * * * *