US1012423A - Sectional concrete telegraph-pole. - Google Patents
Sectional concrete telegraph-pole. Download PDFInfo
- Publication number
- US1012423A US1012423A US59959110A US1910599591A US1012423A US 1012423 A US1012423 A US 1012423A US 59959110 A US59959110 A US 59959110A US 1910599591 A US1910599591 A US 1910599591A US 1012423 A US1012423 A US 1012423A
- Authority
- US
- United States
- Prior art keywords
- pole
- sections
- bolt
- sectional
- sectional concrete
- 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
- 239000002131 composite material Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
Definitions
- a washer 2 is placed upon the top section in the counter-sunk recess therein 'and a nut is secured upon the end of the bolt or tie rod for binding the parts of the whole pole together.
- Any suitable cap as '7 preferably made of the same material as the pole section and formed with a recess to fit upon the nut 25 is placed upon the upper end of the pole as illustrated in Figs. 1 and 2.
- such a pole can be readily made of indestructible material and can be built to various heights and accommodated to various purposes and will form a pole that will not be decayed.
- a composite pole comprising a series of hollow sections, applied'end to end, a sectional tie bolt passing longitudinally through all of said sections, turn-buckles connecting the adjacent ends of the tie bolt, the interior diameter of the section being ample to slip over the said turn-buckle, washers threaded upon the tie bolt and counter sunk in the adjacent ends of the pole sections for preventing their slipping, and step pieces mounted between some of the sections of the pole.
- a composite pole comprising a series of end to end hollow concrete sections, the inner diaireter being large enough to permit the section to slip loosely over the inner connection of the pole, an elongated base section adapted to extend into the ground a distance and having a cord bolt section anchored therein, other bolt sections extending upwardly through the hollow pole sections, adjusting means for connecting the boltsections, step pieces arranged between 501119 of the pole sections, washers slipped upon the tie bolt and having recesses formed therein for receiving the ends of the said step pieces.
- a composite pole formed of a plurality of concrete sections applied end to end and having opposing recesses extending into their meeting end portions, washers interposed between said concrete sections and seated in the recesses formed in the meeting ends thereof for preventing the slipping of the sections, a sectional bolt extending through the concrete sections and having adjusting connections for holding the bolt.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Description
W. J. W. ORR.
SECTIONAL CONCRETE TELEGRAPH POLE.
APPLIOA'IION TILED 131 30211910.
Patented Dec. 19, 1911.
After the pole has been built up to the desired height a washer 2 is placed upon the top section in the counter-sunk recess therein 'and a nut is secured upon the end of the bolt or tie rod for binding the parts of the whole pole together. Any suitable cap as '7 preferably made of the same material as the pole section and formed with a recess to fit upon the nut 25 is placed upon the upper end of the pole as illustrated in Figs. 1 and 2.
It will be observed that such a pole can be readily made of indestructible material and can be built to various heights and accommodated to various purposes and will form a pole that will not be decayed.
What I claim is z-- I I l. A composite pole comprising a series of hollow sections, applied'end to end, a sectional tie bolt passing longitudinally through all of said sections, turn-buckles connecting the adjacent ends of the tie bolt, the interior diameter of the section being ample to slip over the said turn-buckle, washers threaded upon the tie bolt and counter sunk in the adjacent ends of the pole sections for preventing their slipping, and step pieces mounted between some of the sections of the pole.
2. A composite pole comprising a series of end to end hollow concrete sections, the inner diaireter being large enough to permit the section to slip loosely over the inner connection of the pole, an elongated base section adapted to extend into the ground a distance and having a cord bolt section anchored therein, other bolt sections extending upwardly through the hollow pole sections, adjusting means for connecting the boltsections, step pieces arranged between 501119 of the pole sections, washers slipped upon the tie bolt and having recesses formed therein for receiving the ends of the said step pieces.
3. A composite pole formed of a plurality of concrete sections applied end to end and having opposing recesses extending into their meeting end portions, washers interposed between said concrete sections and seated in the recesses formed in the meeting ends thereof for preventing the slipping of the sections, a sectional bolt extending through the concrete sections and having adjusting connections for holding the bolt.
sections together, the bore of the concrete sections being large enough to slip loosely over said adjustable connections, a nut and washer at the upper end of the pole for binding the parts together and a cap piece fitting over the top of the pole and the said nut and washer for completing the structure. In witness that I claim the foregoing I have hereunto subscribed my name this 16th day of December, 1910.
WVILLIAM J. 1V. ORR. Witnesses:
EDITH STADLMAN, EARLE R. PQLLARD.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US59959110A US1012423A (en) | 1910-12-27 | 1910-12-27 | Sectional concrete telegraph-pole. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US59959110A US1012423A (en) | 1910-12-27 | 1910-12-27 | Sectional concrete telegraph-pole. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1012423A true US1012423A (en) | 1911-12-19 |
Family
ID=3080731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US59959110A Expired - Lifetime US1012423A (en) | 1910-12-27 | 1910-12-27 | Sectional concrete telegraph-pole. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1012423A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2649625A (en) * | 1948-08-18 | 1953-08-25 | Eugene A Johnson | Tornado proof building |
| US3243104A (en) * | 1964-06-05 | 1966-03-29 | Raymond M Fillion | Newspaper receiver combined with mail box and supporting post |
| US3732653A (en) * | 1970-04-10 | 1973-05-15 | W Pickett | Barrier structures and connectors in concrete assemblies |
| US3899891A (en) * | 1974-01-22 | 1975-08-19 | William F Kelly | Post-tensioned prestressed pile assembly |
| US4275537A (en) * | 1977-05-26 | 1981-06-30 | Tension Structures, Inc. | Tension members |
| US4694621A (en) * | 1984-11-07 | 1987-09-22 | Locke Reginald A J | Modular building connecting means |
| US5134815A (en) * | 1989-04-10 | 1992-08-04 | Pickett William H | Barrier structure |
| US6871453B2 (en) | 2003-03-19 | 2005-03-29 | Reginald A. J. Locke | Modular building connector |
| US20110265403A1 (en) * | 2010-04-28 | 2011-11-03 | Seo Ji Kim | Precast concrete structure and method of constructing the same |
| US20140123573A1 (en) * | 2012-11-06 | 2014-05-08 | FC+Skanska Modular, LLC | Modular building unit connection system |
| US20190352143A1 (en) * | 2017-02-07 | 2019-11-21 | Stahl Cranesystems Gmbh | Support of segmented structural design |
| US10799763B2 (en) | 2012-10-19 | 2020-10-13 | Finish Time Holdings, Llc | System and method for providing a coach with live training data of an athlete as the athlete is performing a swimming workout |
| US11371243B2 (en) * | 2016-11-26 | 2022-06-28 | Armour Wall Group Pty Limited | Building panel |
-
1910
- 1910-12-27 US US59959110A patent/US1012423A/en not_active Expired - Lifetime
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2649625A (en) * | 1948-08-18 | 1953-08-25 | Eugene A Johnson | Tornado proof building |
| US3243104A (en) * | 1964-06-05 | 1966-03-29 | Raymond M Fillion | Newspaper receiver combined with mail box and supporting post |
| US3732653A (en) * | 1970-04-10 | 1973-05-15 | W Pickett | Barrier structures and connectors in concrete assemblies |
| US3899891A (en) * | 1974-01-22 | 1975-08-19 | William F Kelly | Post-tensioned prestressed pile assembly |
| US4275537A (en) * | 1977-05-26 | 1981-06-30 | Tension Structures, Inc. | Tension members |
| US4694621A (en) * | 1984-11-07 | 1987-09-22 | Locke Reginald A J | Modular building connecting means |
| US5134815A (en) * | 1989-04-10 | 1992-08-04 | Pickett William H | Barrier structure |
| US6871453B2 (en) | 2003-03-19 | 2005-03-29 | Reginald A. J. Locke | Modular building connector |
| US20110265403A1 (en) * | 2010-04-28 | 2011-11-03 | Seo Ji Kim | Precast concrete structure and method of constructing the same |
| US10799763B2 (en) | 2012-10-19 | 2020-10-13 | Finish Time Holdings, Llc | System and method for providing a coach with live training data of an athlete as the athlete is performing a swimming workout |
| US20140123573A1 (en) * | 2012-11-06 | 2014-05-08 | FC+Skanska Modular, LLC | Modular building unit connection system |
| US9366020B2 (en) * | 2012-11-06 | 2016-06-14 | Fc Modular, Llc | Modular building unit connection system |
| US11371243B2 (en) * | 2016-11-26 | 2022-06-28 | Armour Wall Group Pty Limited | Building panel |
| US20190352143A1 (en) * | 2017-02-07 | 2019-11-21 | Stahl Cranesystems Gmbh | Support of segmented structural design |
| US11078053B2 (en) * | 2017-02-07 | 2021-08-03 | Stahl Cranesystems Gmbh | Support of segmented structural design |
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