US1722352A - Pole support - Google Patents
Pole support Download PDFInfo
- Publication number
- US1722352A US1722352A US48262A US4826225A US1722352A US 1722352 A US1722352 A US 1722352A US 48262 A US48262 A US 48262A US 4826225 A US4826225 A US 4826225A US 1722352 A US1722352 A US 1722352A
- Authority
- US
- United States
- Prior art keywords
- pole
- support
- angle
- ground
- clamping band
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
Definitions
- the present invention relates to supports for poles, such as telegraph poles, and has for its object to provide a support adapted to be applied either to a pole which is rotting 5 at the ground line without having to disturb the portion in the ground, or to a new pole to support the latter without embedding it in the ground at all.
- Figure 1 is a side elevation of one form of support embodying my invention applied to a pole having its lower end buried in the ground, the pole in this view being shown broken away below the ground line and above the upper end of the support;
- Figure 2 is a sectional view through the pole looking down on the support, a portion of the latter being broken away;
- Figure 3 is a View similar to Figure 1 showing a slight modification
- Figure a is a sectional view through the pole looking down on the support shown in Figure 3, the support being partly broken away.
- the support comprises upper and lower clamping bands 2 and 3 which are applied to the lower portion of the pole 4, the lower clamping band preferably being applied immediately above the ground. line G.
- Each band may be made in two approximate ly semi-circular parts having flanges 5 at their ends through which the clamping bolts 6 are passed.
- the lower clamping band has four small angle pieces 7 bolted to the same and bolted to these small angle pieces are the inner ends of horizontal angle irons 8 which extend radially outwardly from the lower clamping band and have their outer end portions bearing upon the upper ends of concrete anchors 9 embedded in the earth.
- a diagonal angle bar 10 extends from the outer end of each horizontal angle iron 8 to the upper clamping band 2.
- diagonal angle bars have their portions bent so as to adapt them to be secured to the angle irons 8 and upper clamping band respectively, as illustrated in Figure 1.
- An anchor rod 11 is embedded in each concrete anchor 9 and has its upper end screw threaded and passed through an opening in the horizontal flange of each angle iron pieces 8 and through the corresponding horizontal flange of the bent portion of the diagonal angle bar 10, and a Serial No. 48,262.
- the concrete anchors 9 have their upper ends positioned somewhat below the ground line G.
- the lower clamping band 3 is positioned immediately above the ground line and inclined angle iron pieces 8 extend from the small angle pieces 7 and have their outer ends bearing upon the upper ends of the concrete anchors 9.
- Inclined angle bars 10 extend from the upper clamping band 2 and have their lower bent end portions bolted to the outer end portions of the angle irons 8. These end portions of the angle irons 8 and 10 are secured to the upper ends of the concrete anchors 9 by the anchor rods 11.
- the lower clamping band need not be positioned entirely above the ground line, but this is preferable as rotting of the pole usually takes place most rapidly at. the ground line, so that it is desirable to engage the pole above the ground line.
- a pole support including a sectional upper collar, a plurality of diagonally ext-ending angle iron braces secured thereto, a sectional lower collar having a plurality of connector pieces thereon, and a laterally extending angle bar secured to each connector piece, said diagonal angle iron braces being secured to the laterally extending angle iron braces, there being a lateral brace for each diagonal brace, and anchor engaging means on the lateral braces, said support being applicable to a pole erected in the earth.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
y 0, 1929. w. RAWLEY 1,722,352
P OLE SUPPORT Filed Aug. 5, 1925 2 Sheets-Sheet 1 W. RAWLEY POLE SUPPORT July 30, 1929.
Filed Aug. 5, 1925 2 $heets-Sheet 2 alllkllll llllil Patented July 30, 1929.
HCE.
WAYNE RAWLEY, OF PITTSBURGH, PENNSYLVANIA, ASSIGNOR T BLAW-KNOX COM- PANY, OF PITTSBURGH, PENNSYLVANIA, A CORPORATION OF NEW JERSEY.
roLn surronr,
Application filed August 5, 1925.
The present invention relates to supports for poles, such as telegraph poles, and has for its object to provide a support adapted to be applied either to a pole which is rotting 5 at the ground line without having to disturb the portion in the ground, or to a new pole to support the latter without embedding it in the ground at all.
In the accompanying drawings Figure 1 is a side elevation of one form of support embodying my invention applied to a pole having its lower end buried in the ground, the pole in this view being shown broken away below the ground line and above the upper end of the support;
Figure 2 is a sectional view through the pole looking down on the support, a portion of the latter being broken away;
Figure 3 is a View similar to Figure 1 showing a slight modification; and
Figure a is a sectional view through the pole looking down on the support shown in Figure 3, the support being partly broken away.
Referring to the construction shown in Figures 1 and 2, the support comprises upper and lower clamping bands 2 and 3 which are applied to the lower portion of the pole 4, the lower clamping band preferably being applied immediately above the ground. line G. Each band may be made in two approximate ly semi-circular parts having flanges 5 at their ends through which the clamping bolts 6 are passed. The lower clamping band has four small angle pieces 7 bolted to the same and bolted to these small angle pieces are the inner ends of horizontal angle irons 8 which extend radially outwardly from the lower clamping band and have their outer end portions bearing upon the upper ends of concrete anchors 9 embedded in the earth. A diagonal angle bar 10 extends from the outer end of each horizontal angle iron 8 to the upper clamping band 2. These diagonal angle bars have their portions bent so as to adapt them to be secured to the angle irons 8 and upper clamping band respectively, as illustrated in Figure 1. An anchor rod 11 is embedded in each concrete anchor 9 and has its upper end screw threaded and passed through an opening in the horizontal flange of each angle iron pieces 8 and through the corresponding horizontal flange of the bent portion of the diagonal angle bar 10, and a Serial No. 48,262.
In the form of the invention shown in Figures 3 and 4, the concrete anchors 9 have their upper ends positioned somewhat below the ground line G. In this form of the invention the lower clamping band 3 is positioned immediately above the ground line and inclined angle iron pieces 8 extend from the small angle pieces 7 and have their outer ends bearing upon the upper ends of the concrete anchors 9. Inclined angle bars 10 extend from the upper clamping band 2 and have their lower bent end portions bolted to the outer end portions of the angle irons 8. These end portions of the angle irons 8 and 10 are secured to the upper ends of the concrete anchors 9 by the anchor rods 11. Of course, the lower clamping band need not be positioned entirely above the ground line, but this is preferable as rotting of the pole usually takes place most rapidly at. the ground line, so that it is desirable to engage the pole above the ground line.
While in both forms of the invention illustrated the support is applied to a pole having its lower end portion buried in the ground, these supports may also be employed for supporting a new pole without burying its lower end in the ground.
While I have shown and described two preiterred embodiments of my invention, it will be understood that the invention is not limited to the details of construction shown but that it may be otherwise embodied within the scope of the appended claim without departing from the spirit of the invention.
I claim:
A pole support including a sectional upper collar, a plurality of diagonally ext-ending angle iron braces secured thereto, a sectional lower collar having a plurality of connector pieces thereon, and a laterally extending angle bar secured to each connector piece, said diagonal angle iron braces being secured to the laterally extending angle iron braces, there being a lateral brace for each diagonal brace, and anchor engaging means on the lateral braces, said support being applicable to a pole erected in the earth.
In testimony whereof I have hereunto set my hand. WAYNE RAWLEY.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US48262A US1722352A (en) | 1925-08-05 | 1925-08-05 | Pole support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US48262A US1722352A (en) | 1925-08-05 | 1925-08-05 | Pole support |
Publications (1)
Publication Number | Publication Date |
---|---|
US1722352A true US1722352A (en) | 1929-07-30 |
Family
ID=21953577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US48262A Expired - Lifetime US1722352A (en) | 1925-08-05 | 1925-08-05 | Pole support |
Country Status (1)
Country | Link |
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US (1) | US1722352A (en) |
Cited By (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2556460A (en) * | 1950-02-02 | 1951-06-12 | Richard J Ballam | Mast or antenna supporting device |
US4099354A (en) * | 1975-12-22 | 1978-07-11 | Depirro Mario Louis | Post footing form holder and stabilizer system |
US4714225A (en) * | 1985-07-02 | 1987-12-22 | Skinner Jerald P | Foundation system for ground-mounted masts |
US6557312B2 (en) * | 2000-08-24 | 2003-05-06 | Mcginnis Henry J. | Prefabricated-building tower foundation |
US6684580B1 (en) * | 2002-10-07 | 2004-02-03 | David Hull | Post stabilization support |
US20060278800A1 (en) * | 2005-04-07 | 2006-12-14 | Simmons Robert J | Column plumb stabilizer |
US20080236073A1 (en) * | 2007-03-30 | 2008-10-02 | General Electric Company | Low cost rail-transportable wind turbine tower |
GB2456761A (en) * | 2008-01-22 | 2009-07-29 | William John Davidson | Post clamp |
US7823348B1 (en) | 2007-09-20 | 2010-11-02 | Manuel Leiva | Device and method for the support of both steel and precast concrete wall posts for installation |
US20110142682A1 (en) * | 2010-10-25 | 2011-06-16 | General Electric Company | Onshore wind turbine with tower support system |
US20130227898A1 (en) * | 2012-03-01 | 2013-09-05 | Thomas & Betts International, Inc. | Foundation System for Electrical Utility Structures |
US20130227897A1 (en) * | 2012-03-01 | 2013-09-05 | Thomas & Betts International, Inc. | Truss-Based Monopole Support Structure |
US20140208683A1 (en) * | 2013-01-29 | 2014-07-31 | Cicame Energie Inc. | Anchoring system |
US20150184415A1 (en) * | 2013-01-10 | 2015-07-02 | Kevin M. Bushore | Methods and apparatuses of supporting and bracing a utility pole |
US20150204101A1 (en) * | 2012-08-13 | 2015-07-23 | Offshore Design Engineering Ltd. | Plated transition piece |
US9103090B2 (en) | 2013-01-10 | 2015-08-11 | Kevin M. Bushore | Methods and apparatuses of supporting and bracing a pole |
USD770061S1 (en) | 2015-03-03 | 2016-10-25 | Harold Carn | Adjustable post support |
US9518402B1 (en) * | 2015-09-04 | 2016-12-13 | Kundel Industries, Inc. | Anchoring system |
CN109281532A (en) * | 2018-10-09 | 2019-01-29 | 郑州森之林电子科技有限公司 | A kind of antidetonation communication tower |
US20190093386A1 (en) * | 2017-09-25 | 2019-03-28 | Mark Conrod Blumhagen | Portable residential fence system |
US11859402B1 (en) * | 2023-01-30 | 2024-01-02 | Jeff R Duncan | Post driving guide |
-
1925
- 1925-08-05 US US48262A patent/US1722352A/en not_active Expired - Lifetime
Cited By (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2556460A (en) * | 1950-02-02 | 1951-06-12 | Richard J Ballam | Mast or antenna supporting device |
US4099354A (en) * | 1975-12-22 | 1978-07-11 | Depirro Mario Louis | Post footing form holder and stabilizer system |
US4714225A (en) * | 1985-07-02 | 1987-12-22 | Skinner Jerald P | Foundation system for ground-mounted masts |
US6557312B2 (en) * | 2000-08-24 | 2003-05-06 | Mcginnis Henry J. | Prefabricated-building tower foundation |
US6684580B1 (en) * | 2002-10-07 | 2004-02-03 | David Hull | Post stabilization support |
US20060278800A1 (en) * | 2005-04-07 | 2006-12-14 | Simmons Robert J | Column plumb stabilizer |
US8322106B2 (en) * | 2005-04-07 | 2012-12-04 | Conxtech, Inc. | Column plumb stabilizer |
US20080236073A1 (en) * | 2007-03-30 | 2008-10-02 | General Electric Company | Low cost rail-transportable wind turbine tower |
US7823348B1 (en) | 2007-09-20 | 2010-11-02 | Manuel Leiva | Device and method for the support of both steel and precast concrete wall posts for installation |
GB2456761A (en) * | 2008-01-22 | 2009-07-29 | William John Davidson | Post clamp |
US20110142682A1 (en) * | 2010-10-25 | 2011-06-16 | General Electric Company | Onshore wind turbine with tower support system |
US7993107B2 (en) * | 2010-10-25 | 2011-08-09 | General Electric Company | Onshore wind turbine with tower support system |
US8677700B2 (en) * | 2012-03-01 | 2014-03-25 | Thomas & Betts International, Inc. | Foundation system for electrical utility structures |
US20130227898A1 (en) * | 2012-03-01 | 2013-09-05 | Thomas & Betts International, Inc. | Foundation System for Electrical Utility Structures |
US20130227897A1 (en) * | 2012-03-01 | 2013-09-05 | Thomas & Betts International, Inc. | Truss-Based Monopole Support Structure |
US9410340B2 (en) * | 2012-08-13 | 2016-08-09 | Offshore Design Engineering Ltd. | Plated transition piece |
US20150204101A1 (en) * | 2012-08-13 | 2015-07-23 | Offshore Design Engineering Ltd. | Plated transition piece |
US9739070B2 (en) * | 2013-01-10 | 2017-08-22 | Kevin M. Bushore | Methods and apparatuses of supporting and bracing a utility pole |
US20150184415A1 (en) * | 2013-01-10 | 2015-07-02 | Kevin M. Bushore | Methods and apparatuses of supporting and bracing a utility pole |
US9103090B2 (en) | 2013-01-10 | 2015-08-11 | Kevin M. Bushore | Methods and apparatuses of supporting and bracing a pole |
US9057172B2 (en) * | 2013-01-29 | 2015-06-16 | Cicame Energie Inc. | Anchoring system |
US20140208683A1 (en) * | 2013-01-29 | 2014-07-31 | Cicame Energie Inc. | Anchoring system |
USD770061S1 (en) | 2015-03-03 | 2016-10-25 | Harold Carn | Adjustable post support |
US9518402B1 (en) * | 2015-09-04 | 2016-12-13 | Kundel Industries, Inc. | Anchoring system |
US20190093386A1 (en) * | 2017-09-25 | 2019-03-28 | Mark Conrod Blumhagen | Portable residential fence system |
US10550599B2 (en) * | 2017-09-25 | 2020-02-04 | Mark Conrod Blumhagen | Portable residential fence system |
CN109281532A (en) * | 2018-10-09 | 2019-01-29 | 郑州森之林电子科技有限公司 | A kind of antidetonation communication tower |
US11859402B1 (en) * | 2023-01-30 | 2024-01-02 | Jeff R Duncan | Post driving guide |
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