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US1263132A - Fence-post. - Google Patents

Fence-post. Download PDF

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Publication number
US1263132A
US1263132A US11805316A US11805316A US1263132A US 1263132 A US1263132 A US 1263132A US 11805316 A US11805316 A US 11805316A US 11805316 A US11805316 A US 11805316A US 1263132 A US1263132 A US 1263132A
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United States
Prior art keywords
post
pipe
fence
section
foundation
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Expired - Lifetime
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US11805316A
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George C Sharpe
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Individual
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Priority to US11805316A priority Critical patent/US1263132A/en
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Publication of US1263132A publication Critical patent/US1263132A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors

Definitions

  • my improved post is adaptable for fencing along railroad rights-of-way.
  • Figure 1 represents a broken central longitudinal section of a portion of metallic pipe to be formed into my improved fence post, after one end of the same has been reamed out, as hereinafter fully explained;
  • Fig. 2 is a bottom plan view of the portion of pipe shown in Fig. 1, after the same has been subjected to a further operation, via, slitting same into a plurality of separable members;
  • Fig. 3 represents a broken central longitudinal section of a 0st, taken in the plane represented by the line 3-3, Fig. t, after the same has been set in the earth or other post foundation;
  • Fig. 4: represents a transverse section taken in the plane indicated by the line fr-'4, Fig. 3; and
  • Fig. 5 represents an elevation of a conventional fence in which my improved posts have been used.
  • the body of improved fence post represented by 1, being a section cut the desired length from metallic pipe such as water or gas pipe.
  • slits l are of no substantial width so that there is no loss of material caused in the pipe section by their formation, which such loss of material, if it occurred and were substan tial, would result in the members 5 breaking 05 or spreading too easily when the post is driven into its foundation.
  • the improved post thus formed is then driven or otherwise forced into the post foundation, during which driving action the compacted weight of earth within the comparatively broad long bevel cutting edge 6, Fig. 1, which tends to be forced into the restricted aperture 7, Fig. l, at a certain depth spreads the separable members 5 in the manner shown in Fig. 3.
  • the driving of the post to a desired depth effects such a material spreading of said members 5 that the distance between two diametrically opposite members may become two or more times as great as the distance between them before the post is driven into the foundation and thus the post is set with a very firm enchorage.
  • An improved fence post consisting of a section of integral, continuous metallic pipe of substantially uniform exterior diameter, interiorly beveled at one end to form a long-sloping cuttin edge, said end being slit to form a plura ity of separable members whose contiguous side edges substantially contact with each other.
  • An improved fence post consisting of a section of integral, continuous metallic pipe of substantially uniform exterior diameter formed at one end into a plurality till) of separable members, the aggregate length specification on this 30th day of August, of whose enfd edges isf substantially e ual to 1916. he cireum erence 0 the pipe, sai pipe end being reamed out on a long bevel to GEORGE SHARPE' 5 form a wall of gradually decreasing thick- witnesseses:

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Fencing (AREA)

Description

G. C. SHARPE.
FENCE POST.
APPLICATION FILED SEPT. 1. I916.
Patented Apr. 16, 1918.
rnuen rosr.
Specification of Letters Eatent.
Patented Apr. l6, 19in.
Application filed September 1, 1916. Serial No. 118,1'9533.
of such a construction that they may be set without any extraneous holding means such 1 as a concrete foundation, etc., and yet no firmly embedded in the earth or other post foundation. Particularly, my improved post is adaptable for fencing along railroad rights-of-way.
The annexed drawing and the following description set forth in detail certain means embodied in my invention, such disclosures constituting but one of the various ways by which the rinciples of my invention may be exempli ed.
In said annexed drawing:
Figure 1 represents a broken central longitudinal section of a portion of metallic pipe to be formed into my improved fence post, after one end of the same has been reamed out, as hereinafter fully explained; Fig. 2 is a bottom plan view of the portion of pipe shown in Fig. 1, after the same has been subjected to a further operation, via, slitting same into a plurality of separable members; Fig. 3 represents a broken central longitudinal section of a 0st, taken in the plane represented by the line 3-3, Fig. t, after the same has been set in the earth or other post foundation; Fig. 4: represents a transverse section taken in the plane indicated by the line fr-'4, Fig. 3; and Fig. 5 represents an elevation of a conventional fence in which my improved posts have been used.
Referring to the drawing, the body of improved fence postis represented by 1, being a section cut the desired length from metallic pipe such as water or gas pipe.
@ne end of this section of pipe is reamed out on a long bevel, as plainly shown in Fig. l, to form an inner beveled surface 2 of some considerable depth thus forming a cutting or chisel edge 3. lit will be noted that the formation of such inner beveled surface 2 creates a pipe end which has a wall of gradually decreasing thickness toward the extreme end of the pipe. This end of the pipe is then slit up through and beyond the beveled surface 2, as shown by 4, Figs. 2 and 3, to form a plurality of separable members 5, as plainly shown in Figs. 2 and 4. These slits l, as denoted by their name, are of no substantial width so that there is no loss of material caused in the pipe section by their formation, which such loss of material, if it occurred and were substan tial, would result in the members 5 breaking 05 or spreading too easily when the post is driven into its foundation. The improved post thus formed is then driven or otherwise forced into the post foundation, during which driving action the compacted weight of earth within the comparatively broad long bevel cutting edge 6, Fig. 1, which tends to be forced into the restricted aperture 7, Fig. l, at a certain depth spreads the separable members 5 in the manner shown in Fig. 3. The driving of the post to a desired depth effects such a material spreading of said members 5 that the distance between two diametrically opposite members may become two or more times as great as the distance between them before the post is driven into the foundation and thus the post is set with a very firm enchorage.
What ll claim is:
1. An improved fence post consisting of a section of integral, continuous metallic pipe of substantially uniform exterior diameter, interiorly beveled at one end to form a long-sloping cuttin edge, said end being slit to form a plura ity of separable members whose contiguous side edges substantially contact with each other.
2. An improved fence post consisting of a section of integral, continuous metallic pipe of substantially uniform exterior diameter formed at one end into a plurality till) of separable members, the aggregate length specification on this 30th day of August, of whose enfd edges isf substantially e ual to 1916. he cireum erence 0 the pipe, sai pipe end being reamed out on a long bevel to GEORGE SHARPE' 5 form a wall of gradually decreasing thick- Witnesses:
ness toward the extreme end of the pipe. W. C. RHODES,
In testimony whereof, I have signed this E. E. THOMAS.
US11805316A 1916-09-01 1916-09-01 Fence-post. Expired - Lifetime US1263132A (en)

Priority Applications (1)

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US11805316A US1263132A (en) 1916-09-01 1916-09-01 Fence-post.

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US11805316A US1263132A (en) 1916-09-01 1916-09-01 Fence-post.

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3218698A (en) * 1961-03-02 1965-11-23 Monoweld Engineering Company P Method of shaping hollow metal articles by heat and internal pneumatic pressure
US3342444A (en) * 1965-07-12 1967-09-19 Allen W Key Post stabilizer
WO1985001535A1 (en) * 1983-09-29 1985-04-11 Sven Runo Vilhelm Gebelius Supporting member
US4562672A (en) * 1983-07-08 1986-01-07 Adrian Westplate Stake for concrete smoothing operation
US20050285092A1 (en) * 2004-06-25 2005-12-29 Pesta Leeann Expandable pole socket with twist and lock insert
US20110113684A1 (en) * 2009-11-13 2011-05-19 Wayne Morgan Method and device for a configurably supporting trellis or barrier material
US20110113683A1 (en) * 2009-11-13 2011-05-19 Wayne Steven Morgan Device and method for support of sheet material
US20110113686A1 (en) * 2009-11-13 2011-05-19 Wayne Morgan Device for supporting a plant, fence or object
US9366051B1 (en) * 2013-10-23 2016-06-14 Edward A Wojtowicz Impact sand anchor

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3218698A (en) * 1961-03-02 1965-11-23 Monoweld Engineering Company P Method of shaping hollow metal articles by heat and internal pneumatic pressure
US3342444A (en) * 1965-07-12 1967-09-19 Allen W Key Post stabilizer
US4562672A (en) * 1983-07-08 1986-01-07 Adrian Westplate Stake for concrete smoothing operation
WO1985001535A1 (en) * 1983-09-29 1985-04-11 Sven Runo Vilhelm Gebelius Supporting member
US20050285092A1 (en) * 2004-06-25 2005-12-29 Pesta Leeann Expandable pole socket with twist and lock insert
US7055807B2 (en) 2004-06-25 2006-06-06 Pool Cover Corporation Expandable pole socket with twist and lock insert
US20110113684A1 (en) * 2009-11-13 2011-05-19 Wayne Morgan Method and device for a configurably supporting trellis or barrier material
US20110113683A1 (en) * 2009-11-13 2011-05-19 Wayne Steven Morgan Device and method for support of sheet material
US20110113686A1 (en) * 2009-11-13 2011-05-19 Wayne Morgan Device for supporting a plant, fence or object
US8136293B2 (en) * 2009-11-13 2012-03-20 Wayne Morgan Method and device for a configurably supporting trellis or barrier material
US8136292B2 (en) 2009-11-13 2012-03-20 Wayne Steven Morgan Device and method for support of sheet material
US8136291B2 (en) * 2009-11-13 2012-03-20 Wayne Morgan Device for supporting a plant, fence or object
US9366051B1 (en) * 2013-10-23 2016-06-14 Edward A Wojtowicz Impact sand anchor

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