US1903907A - Metal pole with reenforcing pipes - Google Patents

Metal pole with reenforcing pipes Download PDF

Info

Publication number
US1903907A
US1903907A US290366A US29036628A US1903907A US 1903907 A US1903907 A US 1903907A US 290366 A US290366 A US 290366A US 29036628 A US29036628 A US 29036628A US 1903907 A US1903907 A US 1903907A
Authority
US
United States
Prior art keywords
pipe
reenforcing
flange
pole
shell
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
Application number
US290366A
Inventor
Edmund W Riemenschneider
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Union Metal Manufacturing Co
Original Assignee
Union Metal Manufacturing Co
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Union Metal Manufacturing Co filed Critical Union Metal Manufacturing Co
Priority to US290366A priority Critical patent/US1903907A/en
Application granted granted Critical
Publication of US1903907A publication Critical patent/US1903907A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal

Definitions

  • the invention relates to tubular metal poles and more particularly to poles of this general character which are provided with an internal reenforcing pipe.
  • Poles of this character are usually installed by first erecting the reenforcing pipe in a concrete foundation, after which the tubular pole, which may be in the form of a cast iron shell, is hoisted up and telescoped over the pipe, being lowered into position around the same and attached to the foundation and reenforcing pipe by any suitable and well known means.
  • the object of the present improvement is to provide a tubular pole with pipe reenforcing which obviates these objections and difficulties in erection, the tubular shell and reenforcing pipe being telescoped and connected together before they are connected to the concrete foundation.
  • the pipe and tubular shell may then be erected as a unit and the flange may be bolted or otherwise connected to the concrete foundation.
  • An embodiment of the invention thus set 192s. sel-iai No. 290,366.
  • FIG. 2 an enlarged transverse section taken .c substantially on the line 2-2, Fig. l;
  • Y Fig. 3 a vertical sectional view of the ,base portion of a modified form of the pole.
  • a concrete foundation of any usual and well known construction is indicated generally at 1, having the anchor bolts 2 limbedded therein with the threaded extremities 3 thereof protruding above the top of the foundation.
  • the reenforcing pipe 4 may be of any usual construction and in order to carry out thepresent invention, a flange 5 is fixed to the lower end thereof.
  • This flange may be connected by any suitable -means such as welding, casting or the like and for the purpose of illust-rationis shown as provided with an internally screw threaded collar 6 screwed upon the threaded lower extremity 7ofthe pipe.
  • the tubular shell 8 may be of cast iron or the like. and preferably has the base portion 9 formed integral therewith. This base may be provided with the internal annular flange 1() or 10a spaced from its lowerl end, and adapted to rest upon theY upper surface of the flange 5.
  • VAn eyebolt 11 may be connected to the up"- per end of the reenforcing pipe as by the pin or bolt 12 located through the eye 13 thereof.
  • the upper screw threaded end of the eyebolt may be extended through an aperture 14 in thetop wall 15 of the tubular shell 8, a nut 16 being mounted thereon to connect the shell and pipe together at their upper ends and to draw the internal ⁇ flangel() of the shell into close contact with Y the flange 5 of the pipe.
  • a capital 17 of any desired form provided with lighting fixtures as indicated generally at 18 may be attached to the upper end of i,
  • the iange 10a is of greater Width than the flange 10 in Figs. l and 2, and is provided with apertures 22 arranged to register with the apertures 20, in the vflange 5, and to also receive the upper ends of the anchor bolts.
  • the nuts 21 are in this case screwed down upon the iangev 10a and thus positively connect the shell and reenforcing pipe together at their lower ends.
  • the pipe and tubular pole are firmly connected together and erected upon the foundation as a unit without requiring any special riging for hoisting the tubular pole into position without danger to the Workmen.
  • a tubular pole a reenforcing pipe located therein, a hollow base portion upon the pole, a flange upon th-e lower portion of the pipe and located within said hollow base portion,

Description

April 18, 1933- E. w. RIEMENSCHNEIDER METAL FOLE WITH REENFORCING PIPES Filed July 5, 1928 Patented Apr. 18, 1933 UNITED STATES PATENT OFFICE EDMUND W. RIEMENSCI-LNEIDER, OF CANTON, OHIO, ASSIGNOR T THE UNION METAL l, MANUFACTURING COMPANY, 0F CANTON,v OHIO, A CORPORATION OF OHIO METAL POLE WITH REENFORGING rrrns Application led .Tuly 5,
The invention relates to tubular metal poles and more particularly to poles of this general character which are provided with an internal reenforcing pipe.
Poles of this character are usually installed by first erecting the reenforcing pipe in a concrete foundation, after which the tubular pole, which may be in the form of a cast iron shell, is hoisted up and telescoped over the pipe, being lowered into position around the same and attached to the foundation and reenforcing pipe by any suitable and well known means.
This practice is very expensive, requiring special rigging for hoisting the tubular shell and lowering it over the reenforcing pipe. Furthermore, it has been found by experience that this method of installing these poles involves considerable danger to the workmen as it frequently happens that high tension wires or cables are located above the point where the pole is erected.
This has resulted in a number of serious accidents in which workmen have been killed by accidentally bringing the shell into contact with these high tension wires and the like when the same is hoisted.
The object of the present improvement is to provide a tubular pole with pipe reenforcing which obviates these objections and difficulties in erection, the tubular shell and reenforcing pipe being telescoped and connected together before they are connected to the concrete foundation.
The above and other objects may be attained by providing a flange of steel or the like on the lower portion of the reenforcing pipe and connecting the same thereto as by screw threads, casting, welding or the like, and by connecting the upper end of the pipe to the upper portion of the tubular shell by means of a bolt or the like, seating the lower or base port-ion of the tubular shell upon the flange.
The pipe and tubular shell may then be erected as a unit and the flange may be bolted or otherwise connected to the concrete foundation.
An embodiment of the invention thus set 192s. sel-iai No. 290,366.
forth in general terms is illustrated in the accompanying drawing, in which Figure 1 is a vertical sectional view of the` improved pole; f
Fig. 2, an enlarged transverse section taken .c substantially on the line 2-2, Fig. l;
Y Fig. 3, a vertical sectional view of the ,base portion of a modified form of the pole; and
Fig. 4, `an enlarged transverse section on the line 4 4, Fig. Y v
Similarnumerals refer to similar parts throughout the drawing. Y
A concrete foundation of any usual and well known construction is indicated generally at 1, having the anchor bolts 2 limbedded therein with the threaded extremities 3 thereof protruding above the top of the foundation. y
The reenforcing pipe 4 may be of any usual construction and in order to carry out thepresent invention, a flange 5 is fixed to the lower end thereof. This flange may be connected by any suitable -means such as welding, casting or the like and for the purpose of illust-rationis shown as provided with an internally screw threaded collar 6 screwed upon the threaded lower extremity 7ofthe pipe.
The tubular shell 8 may be of cast iron or the like. and preferably has the base portion 9 formed integral therewith. This base may be provided with the internal annular flange 1() or 10a spaced from its lowerl end, and adapted to rest upon theY upper surface of the flange 5. I
VAn eyebolt 11 may be connected to the up"- per end of the reenforcing pipe as by the pin or bolt 12 located through the eye 13 thereof. The upper screw threaded end of the eyebolt may be extended through an aperture 14 in thetop wall 15 of the tubular shell 8, a nut 16 being mounted thereon to connect the shell and pipe together at their upper ends and to draw the internal` flangel() of the shell into close contact with Y the flange 5 of the pipe.
A capital 17 of any desired form provided with lighting fixtures as indicated generally at 18 may be attached to the upper end of i,
the shell, after the same has been erected, as by the screws 19 or the like.
When the shell and pipe have been connected together as above described, they are then placed in position upon the foundation, the upper ends of the anchor bolts 2 extending through suitable apertures 20 in the flange 5 and nuts 2l are screwed down upon the threaded extremities of the anchor bolts and into engagement with the flange, holding the pipe and tubular shell rigidly upon the foundation; access tothe threaded eX- tremities of the anchor bolts 2 being had through the opening 23 in the base portionV 9 for lscrewing the nuts 21 thereon.
As shown in Figs. 3 and t, the iange 10a is of greater Width than the flange 10 in Figs. l and 2, and is provided with apertures 22 arranged to register with the apertures 20, in the vflange 5, and to also receive the upper ends of the anchor bolts. The nuts 21 are in this case screwed down upon the iangev 10a and thus positively connect the shell and reenforcing pipe together at their lower ends.
From the above itgwill be obvious that the difficulties and objections encountered in the usual practice of erecting tubular poles with pipe reenforcements are overcome as there is no necessity for hoisting the tubular pole up above the top of the pipe in order to position the same around the pipe.
In the present case the pipe and tubular pole are firmly connected together and erected upon the foundation as a unit without requiring any special riging for hoisting the tubular pole into position without danger to the Workmen.
I claim:
A tubular pole, a reenforcing pipe located therein, a hollow base portion upon the pole, a flange upon th-e lower portion of the pipe and located within said hollow base portion,
means projecting from the base for contact with the upper side of the flange, when the upper ends of the pipe and pole are connected together, means connecting the upper ends of the pipe and pole together whereby they may be erected as a unit, a foundation, and anchor bolts in the foundation arranged to be connected to the flange on the pipe.
In testimony that I claim the above, I have i hereunto subscribed my name.
EDMUND W. RIEMENSCHNEIDER.
US290366A 1928-07-05 1928-07-05 Metal pole with reenforcing pipes Expired - Lifetime US1903907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US290366A US1903907A (en) 1928-07-05 1928-07-05 Metal pole with reenforcing pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US290366A US1903907A (en) 1928-07-05 1928-07-05 Metal pole with reenforcing pipes

Publications (1)

Publication Number Publication Date
US1903907A true US1903907A (en) 1933-04-18

Family

ID=23115667

Family Applications (1)

Application Number Title Priority Date Filing Date
US290366A Expired - Lifetime US1903907A (en) 1928-07-05 1928-07-05 Metal pole with reenforcing pipes

Country Status (1)

Country Link
US (1) US1903907A (en)

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2623616A (en) * 1946-11-22 1952-12-30 Walter M Oertlin Memorial marker
US2638231A (en) * 1948-12-07 1953-05-12 Tardie Norman Clothesline pole
US3187175A (en) * 1963-03-21 1965-06-01 Mc Graw Edison Co Power distribution system
US3289369A (en) * 1964-08-11 1966-12-06 Spring City Foundry Company Light standard base hold down
US3321160A (en) * 1965-02-23 1967-05-23 Union Metal Mfg Co Rotatable pole base construction
US3974372A (en) * 1974-10-30 1976-08-10 The City Of Portland Ornamental lighting standard
US4200906A (en) * 1977-11-18 1980-04-29 Santilli Alexander J Lighting standard support
US4878160A (en) * 1988-03-11 1989-10-31 Reneau George W Outdoor lightpole
US5555696A (en) * 1995-03-20 1996-09-17 William S. Morrison, III Filament wound architectural column
US5617697A (en) * 1996-01-03 1997-04-08 Erwin Industries, Inc. Composite deck post
US5862642A (en) * 1997-10-28 1999-01-26 Erwin Industries, Inc. Reinforced composite deck post
US5946880A (en) * 1995-03-20 1999-09-07 William S. Morrison, III Filament wound tubular column
USD422111S (en) * 1998-10-15 2000-03-28 Jeanette Shade and Novelty, Inc. Light globe for a street lamp
US20040006947A1 (en) * 1999-07-26 2004-01-15 Clint Ashton Filament wound structural light poles
US20040070985A1 (en) * 2002-10-09 2004-04-15 Haddad Eric O.M. Modular pole system for a light fixture
EP1617015A2 (en) * 2004-07-16 2006-01-18 Valmont France Metal mast and its construction method
US20070058363A1 (en) * 2005-09-06 2007-03-15 Copeland S D Wound-In Tenon/Wound-In Tenon Collar for Attachment of Luminaire
US7490964B2 (en) 2002-10-09 2009-02-17 Genlyte Thomas Group Llc Modular pole system for a light fixture
US8061666B1 (en) 2008-08-05 2011-11-22 Philips Electronics Ltd Adapter assembly for pole luminaire
US8402717B1 (en) * 2009-07-06 2013-03-26 Lawrence Girard Randazzo Wood hybrid light pole
US20170037627A1 (en) * 2009-02-04 2017-02-09 Thomas M Espinosa Concrete Anchor
US20210404205A1 (en) * 2005-02-07 2021-12-30 Rs Technologies Inc. Method of Modular Pole Construction and Modular Pole Assembly

Cited By (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2623616A (en) * 1946-11-22 1952-12-30 Walter M Oertlin Memorial marker
US2638231A (en) * 1948-12-07 1953-05-12 Tardie Norman Clothesline pole
US3187175A (en) * 1963-03-21 1965-06-01 Mc Graw Edison Co Power distribution system
US3289369A (en) * 1964-08-11 1966-12-06 Spring City Foundry Company Light standard base hold down
US3321160A (en) * 1965-02-23 1967-05-23 Union Metal Mfg Co Rotatable pole base construction
US3974372A (en) * 1974-10-30 1976-08-10 The City Of Portland Ornamental lighting standard
US4200906A (en) * 1977-11-18 1980-04-29 Santilli Alexander J Lighting standard support
US4878160A (en) * 1988-03-11 1989-10-31 Reneau George W Outdoor lightpole
US5555696A (en) * 1995-03-20 1996-09-17 William S. Morrison, III Filament wound architectural column
US5946880A (en) * 1995-03-20 1999-09-07 William S. Morrison, III Filament wound tubular column
US5617697A (en) * 1996-01-03 1997-04-08 Erwin Industries, Inc. Composite deck post
US5862642A (en) * 1997-10-28 1999-01-26 Erwin Industries, Inc. Reinforced composite deck post
USD422111S (en) * 1998-10-15 2000-03-28 Jeanette Shade and Novelty, Inc. Light globe for a street lamp
US20040006947A1 (en) * 1999-07-26 2004-01-15 Clint Ashton Filament wound structural light poles
US6955024B2 (en) 1999-07-26 2005-10-18 North Pacific Group, Inc. Filament wound structural light poles
US20040070985A1 (en) * 2002-10-09 2004-04-15 Haddad Eric O.M. Modular pole system for a light fixture
US7490964B2 (en) 2002-10-09 2009-02-17 Genlyte Thomas Group Llc Modular pole system for a light fixture
US6851838B2 (en) * 2002-10-09 2005-02-08 Genlyte Thomas Group Llc Modular pole system for a light fixture
US7090382B2 (en) * 2002-10-09 2006-08-15 Genlyte Thomas Group Llc Modular pole system for a light fixture
US20050146864A1 (en) * 2002-10-09 2005-07-07 Genlyte Thomas Group Llc Modular pole system for a light fixture
EP1617015A2 (en) * 2004-07-16 2006-01-18 Valmont France Metal mast and its construction method
FR2873142A1 (en) * 2004-07-16 2006-01-20 Valmont France Soc Par Actions METALLIC MAT AND METHOD FOR PRODUCING THE SAME
EP1617015A3 (en) * 2004-07-16 2006-10-04 Valmont France Metal mast and its construction method
US20210404205A1 (en) * 2005-02-07 2021-12-30 Rs Technologies Inc. Method of Modular Pole Construction and Modular Pole Assembly
US20070058363A1 (en) * 2005-09-06 2007-03-15 Copeland S D Wound-In Tenon/Wound-In Tenon Collar for Attachment of Luminaire
US7363751B2 (en) 2005-09-06 2008-04-29 Shakespeare Composite Structures, Llc Wound-in tenon/wound-in tenon collar for attachment of luminaire
US8061666B1 (en) 2008-08-05 2011-11-22 Philips Electronics Ltd Adapter assembly for pole luminaire
US20170037627A1 (en) * 2009-02-04 2017-02-09 Thomas M Espinosa Concrete Anchor
US11578492B2 (en) 2009-02-04 2023-02-14 Centres Holdings, Llc Concrete anchor
US8402717B1 (en) * 2009-07-06 2013-03-26 Lawrence Girard Randazzo Wood hybrid light pole

Similar Documents

Publication Publication Date Title
US1903907A (en) Metal pole with reenforcing pipes
CN206220251U (en) Glass cupola steel construction
CN202324626U (en) Simple and light template bracket
US1834535A (en) Tubular pole
KR20110010247A (en) Multi u-head support apparatus for bridge construction
CN217581207U (en) Aluminum mold device of cast-in-situ kitchen flue
CN208310204U (en) A kind of pedestal for elevator coupling beam formwork erection
US2378814A (en) Reinforced concrete post
CN206376517U (en) A kind of scaffold wall connecting piece
KR101821152B1 (en) Electric pole for easily adjusting height of power distribution line
KR101561488B1 (en) Compass type height adjuster for manhole
RU76053U1 (en) LIGHT SUPPORT
CN203867164U (en) Cantilever type scaffold structure with positioning steel pipe
CN206886510U (en) A kind of axially and radially adjustable boom hoisting
CN205716027U (en) A kind of buried go out family pipeline anti-settling system
CN205789396U (en) A kind of device using channel-section steel and long bolt binding clasp independent hoisting device body after one's death
CN107938523A (en) A kind of bridge coping Construction Support device
KR101314058B1 (en) Steel pole for traffic facility with excellent structural stability
CN211569856U (en) Fixing structure for hoisting large plate beam
CN219343941U (en) Elevator well operating frame supporting structure
CN209194350U (en) A kind of continuous lowering system of steel jacket box suitable for the construction of big spacing pile foundation support table
CN220013390U (en) Sideslip-preventing double-jack type long cantilever bent cap template bracket system
CN217782808U (en) Hanging basket support for installing tower crown structure of building
CN218509088U (en) Safety structure positioned above formwork support body with ultrahigh structure
CN107749606A (en) A kind of adjustable cable support suitable for assembled transformer station