US425071A - Pole for electric wires - Google Patents
Pole for electric wires Download PDFInfo
- Publication number
- US425071A US425071A US425071DA US425071A US 425071 A US425071 A US 425071A US 425071D A US425071D A US 425071DA US 425071 A US425071 A US 425071A
- Authority
- US
- United States
- Prior art keywords
- sections
- pole
- coupling
- cast
- couplings
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 230000008878 coupling Effects 0.000 description 24
- 238000010168 coupling process Methods 0.000 description 24
- 238000005859 coupling reaction Methods 0.000 description 24
- 229910001018 Cast iron Inorganic materials 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 1
- 229910000754 Wrought iron Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49616—Structural member making
- Y10T29/49623—Static structure, e.g., a building component
- Y10T29/49631—Columnar member
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/47—Molded joint
- Y10T403/473—Socket or open cup for bonding material
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/55—Member ends joined by inserted section
- Y10T403/551—Externally bridged
Definitions
- FIG. 1 is an elevation of one of my poles.
- Fig. 2 is a section through a flask, showing the ends of two sections of the pole in the flask with the coupling cast about them.
- Fig. 3 shows the ends of two sections of the pole in section with a side elevation of the core.
- Fig. 4 is a side elevation of the end of one section of the pole.
- My invention is a pole formed of hollow sections connected by cast-iron, which interlocks with each section and forms a cast-iron socket for receiving the contiguous ends of the sections and fitting them both inside and outside with that closeness resulting from pouring the fluid iron about the ends of the sections when in a mold, as more fully described hereinafter.
- the sections A A A are arranged end to end, care being takento align them as desired in the finished pole, and the adjacent ends a to occupy a flask or mold B, the mold being of the desired shape for the outer surface of the coupling 0.
- the shape of the inner surface of the coupling is given by the core I), and the ends a a themselves give shape to these surfaces of the coupling G, with which they are in contact, for after the adjacent ends a a are properly arranged and secured in the mold B molten iron is poured into the mold, filling the space between the ends a a and the core and between these ends and the inner surface of the mold, and also filling the perforations f in the ends a a.
- the sections are thus united in a manner adapted to resist not only the deflecting strains to which these poles are subjected, but also the torsional strains to which they are also subject in use.
- a proper proportioning of the cast-iron in the couplings O C will make the pole as strong at the couplings as at any other part of its length, and these cast couplings may also be formed with sockets or brackets to receive arms for carrying the insulators.
- each section shall taper I prefer to make it of a strip of stout sheet metal, bent into the form of a tapering tube with its side edges simply opposed or lapped, or they may of course be secured together, if desired.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
(No Model.)
Patented Apr. 8, 1890.
Wk ESSEE.
UNITED STATES PATENT OFFICE.
LEVI R. GREENE, OF BOSTON, MASSACHUSETTS.
POLE FOR ELECTRIC WIRES.
SPECIFICATION forming part of Letters Patent No. 425,071, dated April 8, 1890.
Application filed November 25, 1889. Serial No. 331,477. (No model.)
To aZZ whom it may concern.-
Be it known that I, LEVI RAwsoN GREENE, of Boston, in the county of Suffolk and State of Massachusetts, have invented a new and useful Pole for Electric Wires, of which the following is a specification, reference being had to the accompanying drawings, forming a part hereof, in which- Figure 1 is an elevation of one of my poles. Fig. 2 is a section through a flask, showing the ends of two sections of the pole in the flask with the coupling cast about them. Fig. 3 shows the ends of two sections of the pole in section with a side elevation of the core. Fig. 4 is a side elevation of the end of one section of the pole.
My invention is a pole formed of hollow sections connected by cast-iron, which interlocks with each section and forms a cast-iron socket for receiving the contiguous ends of the sections and fitting them both inside and outside with that closeness resulting from pouring the fluid iron about the ends of the sections when in a mold, as more fully described hereinafter.
In making the pole shown in the drawings the sections A A A are arranged end to end, care being takento align them as desired in the finished pole, and the adjacent ends a to occupy a flask or mold B, the mold being of the desired shape for the outer surface of the coupling 0. The shape of the inner surface of the coupling is given by the core I), and the ends a a themselves give shape to these surfaces of the coupling G, with which they are in contact, for after the adjacent ends a a are properly arranged and secured in the mold B molten iron is poured into the mold, filling the space between the ends a a and the core and between these ends and the inner surface of the mold, and also filling the perforations f in the ends a a. The sections are thus united in a manner adapted to resist not only the deflecting strains to which these poles are subjected, but also the torsional strains to which they are also subject in use. The
interlocking of the cast-iron coupling and the wrought-metal sections will also adapt the pole to resist tensile strain 3 but this is of minor consequence, as the poles when in use are subjected to severe deflecting and torsional strains and in some slight degree only to compression strain.
A proper proportioning of the cast-iron in the couplings O C will make the pole as strong at the couplings as at any other part of its length, and these cast couplings may also be formed with sockets or brackets to receive arms for carrying the insulators.
I prefer to make the sections A A A of wrought-iron pipe; but it is obvious that other sections sufficiently strong and capable of enduring the heat of the molten cast-iron formed about their endswhen in the mold will answer. Thus when it is desired that each section shall taper I prefer to make it of a strip of stout sheet metal, bent into the form of a tapering tube with its side edges simply opposed or lapped, or they may of course be secured together, if desired.
lVhile the perforations f are the simplest means for causing the interlocking of the coupling with the sections, it will be clear that othermeans will answer well, the essential thing being to so interlock the coupling with the sections that one cannot turn. or move in relation to the other.
The construction of the molds and cores for use in connection with the ends of the adj acent sections will be .well understood by all skilled in the art of the founder, for although I am the first, so far asI know, to make a pole whose sections are united by couplings cast in place, fitting and interlocking with its sections, as above described, yet I have found that skilled founders needed no particular instructions as to details after they fully understood my new produce-that is, my poleconsisting of sections united by couplings of cast-iron, each coupling being interlocked with the adjacent ends of its sections and fitting them as closely as results from introducing the ends into a mold, pouring the molten iron about them, an d letting the whole cool together, the mold giving shape to the coupling except where the shape is given by the adjacent ends of the sections.
The advantages of my new pole are not only its cheapness of construction, but also that, by reason of the intimate and close fit between. the couplings and sections and the i11- terlockin g of the coupling with the sections, a
pole is produced admirably adapted to resist the strains to which it is subjected in use.
I am aware that poles made by unitingsections by means of couplings of cast metal have long been made; but the couplings were not east in place on the sections and hence were not interlocked with them,as mine are, nor was the fit between the coupling and its sections at all comparable to that in my poles. Moreover, in all poles in which the couplings are applied to the sections after the couplings are formed there is necessarily a weakening of either the sections or the coupling, (by the formation of screw threads or holes for connecting-bolts,) so that my pole is much stronger than any other pole of the same weight.
What I claim as my invention is The improved pole above described, composed of hollow sections united by a coupling cast in place, the coupling interlocked with each section and fitting both the interior and exterior surfaces of each section in the manner described, all substantially as and for the purpose specified.
LEVI R. GREENE.
\Vitnesses:
J. E. MAYNADIER, JOHN R. SNOW.
Publications (1)
Publication Number | Publication Date |
---|---|
US425071A true US425071A (en) | 1890-04-08 |
Family
ID=2493985
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US425071D Expired - Lifetime US425071A (en) | Pole for electric wires |
Country Status (1)
Country | Link |
---|---|
US (1) | US425071A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2437598A (en) * | 1947-05-05 | 1948-03-09 | Harry H Goldberg | Joint for metal window frames |
US2990593A (en) * | 1959-07-17 | 1961-07-04 | Continental Ind Inc | Process for exothermically welding pipe |
US3950017A (en) * | 1974-04-29 | 1976-04-13 | United Technologies Corporation | Leakproof connection for polyethylene tubing |
US5033904A (en) * | 1990-01-31 | 1991-07-23 | Challis Stairways, Inc. | Tubular dowel system |
US6837643B2 (en) * | 2001-01-26 | 2005-01-04 | Lauder Arthur W | Rod coupling |
-
0
- US US425071D patent/US425071A/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2437598A (en) * | 1947-05-05 | 1948-03-09 | Harry H Goldberg | Joint for metal window frames |
US2990593A (en) * | 1959-07-17 | 1961-07-04 | Continental Ind Inc | Process for exothermically welding pipe |
US3950017A (en) * | 1974-04-29 | 1976-04-13 | United Technologies Corporation | Leakproof connection for polyethylene tubing |
US5033904A (en) * | 1990-01-31 | 1991-07-23 | Challis Stairways, Inc. | Tubular dowel system |
US6837643B2 (en) * | 2001-01-26 | 2005-01-04 | Lauder Arthur W | Rod coupling |
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