U.S. patent number 3,793,794 [Application Number 05/289,701] was granted by the patent office on 1974-02-26 for stacked column.
This patent grant is currently assigned to Arlo, Inc.. Invention is credited to Bill Archer, John L. Low, III.
United States Patent |
3,793,794 |
Archer , et al. |
February 26, 1974 |
STACKED COLUMN
Abstract
A column comprised of a plurality of concrete-filled stacked
tubes of increasingly smaller diameter, the tubes engaging each
other in overlapping relationship and being secured by means of
locking rings at the point of their engagement, prior to pumping
the tube interiors with concrete. A modification of invention
includes the positioning of longitudinally extending tension rods
in the tubes on a tension and or compression side, so as to
counteract anticipated load prior to pumping of concrete.
Inventors: |
Archer; Bill (Meridian, MS),
Low, III; John L. (Laurel, MS) |
Assignee: |
Arlo, Inc. (Laurel,
MS)
|
Family
ID: |
23112707 |
Appl.
No.: |
05/289,701 |
Filed: |
September 15, 1972 |
Current U.S.
Class: |
52/632; 52/848;
52/834; 52/115 |
Current CPC
Class: |
E04H
12/34 (20130101); E04H 12/12 (20130101) |
Current International
Class: |
E04H
12/00 (20060101); E04H 12/12 (20060101); E04H
12/34 (20060101); E04h 012/34 () |
Field of
Search: |
;52/115,40,223R,224,225,296,297,725,726,724,632 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
|
|
|
|
|
|
|
611,907 |
|
Nov 1948 |
|
GB |
|
1,360,355 |
|
Mar 1964 |
|
FR |
|
Primary Examiner: Perham; Alfred C.
Claims
We claim:
1. A column comprised of at least two concrete filled stacked tubes
of increasingly smaller diameter and including:
A. a bottom tube having:
i. an inner lip at its top periphery;
ii. a plurality of longitudinally extending rods secured to
stressed sides of the interior of said tube at the top thereof and
extending parallel with respect to the periphery of said tube;
B. a top tube having:
i. an outer lip encircling its bottom periphery so as to
complementally abut said inner lip of said bottom tube as said
tubes are engaged;
ii. a plurality of longitudinally extending rods secured to
stressed sides of the interior of said top tube at the top thereof,
said rods in said top tube extending from the top thereof to the
bottom in parallel and overlapping relationship with respect to the
rods in said bottom tube; and
C. lock means securing said inner and outer lips together.
2. A column comprised of at least three concrete filled stacked
tubes of increasingly smaller diameter as in claim 1.
3. A column comprised of a plurality of concrete-filled stacked
tubes as in claim 2, overlapping portions of said top tube and said
bottom tube defining a peripheral annulus about said bottom of said
top tube so as to admit concrete around the bottom interior and
exterior of said tube.
4. A column comprised of at least two stacked tubes of increasingly
smaller diameter and including:
A. a bottom tube having:
i. an inner lip at its top periphery;
ii. a plurality of longitudinally extending rods secured to a
stressed side of the interior of said tube at the top thereof and
extending parallel with respect to the periphery of said tube;
B. a top tube having:
i. an outer lip encircling its bottom periphery so as to
complementally abut said inner lip of said bottom tube as said
tubes are engaged;
ii. a plurality of longitudinally extending tension rods secured to
a stressed side of the interior of said top tube at the top thereof
and extending from said top to the bottom in parallel and
overlapping relationship with respect to the rods in said bottom
tube; and
C. lock means securing said inner and outer lips together.
Description
CROSS REFERENCES TO RELATED APPLICATIONS
Applicants' use of the tension rods is an improvement upon the
pretensioning characteristic capability disclosed in the earlier
filed application entitled METHOD OF PRESTRESSING A COLUMN (U.S.
Pat. No. 3,514,918). In this patent, stressing of the
concrete-filled column was accomplished by drawing a tension from
one of the extended sections away from the column, so as to bend
the column away from its vertical axis and the anticipated
load.
BACKGROUND OF THE INVENTION
1. Field of the Invention
According to the present invention, utility poles of the type
supporting an eccentric load for angle poles are stressed away from
the anticipated eccentric load. For example, utility poles used in
supporting power lines have a line angle converging at the pole. A
dead-end utility pole or an utility pole supporting a long span
adjacent to a short span are prestressed away from the anticipated
load, eliminating the necessity for conventional guide wires or
lateral supporting struts and the like.
2. Description of the Prior Art
Prior inventors have considered the possibility of using metallic,
vertically aligned forms for the pouring and setting of concrete as
columns. However, the forms were bolted to a rigid base and were
not necessarily interlocked. Prior art does not show developing a
vertical column by pumping of concrete into interlocking,
longitudinally aligned, overlapping sections which are secured to
each other by abutting interior and exterior ring means. The prior
art does not show the stressing of these sections by means of
placing longitudinally extending rods.
The most pertinent prior art is: SIEWERT -- 989,069 FROST --
1,568,596 DILL -- 1,684,663 MANEY -- 2,660,049 JOELSON -- 212,189
(Sweden)
SUMMARY OF THE INVENTION
According to the present invention, a column is developed from a
plurality of stacked tubes of increasingly smaller diameter. The
tubes are provided with inner and outer rings which abut one
another and are secured together as the tubes are placed in
extended, overlapping relationship and prior to pumping of
concrete. The tubes may be stressed or reinforced against
anticipated load by placing of longitudinally extending reinforcing
rods on the anticipated stressed sides of the column.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a perspective view of a column-comprised of three stacked
and overlapping tubes;
FIG. 2 is an enlarged fragmentary vertical section of the
interlocking of two such tubes;
FIG. 3 is a transverse section taken along section line 3--3 of
FIG. 2;
FIG. 4 is an enlarged fragmentary perspective of a bottom tube
having vertically extending studs tackwelded to its inner lip;
FIG. 5 is a fragmentary perspective of a top or smaller diameter
tube having an outer lip encircling its bottom with a plurality of
apertures complementally aligned with the vertical studs of the
bottom or larger diameter tube;
FIG. 6 is a fragmentary vertical section of a modification of
invention, showing the use of overlapping, longitudinally extending
tension rods;
FIG. 7 is a transverse section taken along section line 7--7 of
FIG. 6;
FIG. 8 is a transverse section taken along section line 8--8 of
FIG. 6; and
FIG. 9 is a side elevation of a column stressed on its tension side
by means of longitudinally extending, overlapping tension rods.
In FIG. 1, a stacked column 10 is illustrated as comprised of three
tubes of varying diameter 12, 14, and 16, stacked so as to be
interlocking. Top, smallest diameter tube 12 may have an air escape
aperture 18 and bottom, larger diameter tube 16 may have a concrete
pumping port 20 supported by means of flanges 22 and closable by
means of sliding gate valve 24. The gate 24 may be threadedly
attached to flanges 22 so as to be removable after closing of the
gate valve 24.
As illustrated in FIG. 2, tube 12 may have an outer locking ring 30
tackwelded as at 32 at its bottom portion 28 so as to
complementally abut lower section 14 inner ring 34 secured by
welding or the like 36. A plurality of vertically extending studs
38 may be secured on top of ring 34 so as to engage corresponding
apertures 42 in the outer ring 30 of section 12. Hexagonal lock
nuts 40 or the like may be used to secure these elements together.
As will be apparent, the overlapping of tubes 12 and 14 defines an
annulus 64 into which the pumped concrete enters and sets so as to
further rigidize the tubes with respect to each.
According to the modification illustrated in FIG. 6, top tube 12'
may be provided with a plurality of longitudinally extending
reinforcing rods 44, 46, 48 and 50, tackwelded as at 62 at their
top and bottom. Manifestly, various other means of securing the
rods may be provided. Bottom section 14 is provided with a similar
set of reinforcing rods 52, 54, 56 and 58 tackwelded as at 60 to
the interior top and bottom of section 14'. As will be apparent in
the sectional views shown in FIGS. 7 and 8, the tension rods are
formed in an arcuate array concentric with respect to the exterior
of the tube and opposed to the anticipated load which a utility
pole or the like might place on the column, as illustrated in FIG.
9.
Any number of such rods may be employed and their length, and
cross-sectional configuration may be varied without departing from
the spirit of invention.
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