US20010045068A1 - Ground anchor rod stabilizer - Google Patents

Ground anchor rod stabilizer Download PDF

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Publication number
US20010045068A1
US20010045068A1 US09/459,043 US45904399A US2001045068A1 US 20010045068 A1 US20010045068 A1 US 20010045068A1 US 45904399 A US45904399 A US 45904399A US 2001045068 A1 US2001045068 A1 US 2001045068A1
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ground anchor
stabilizer
front face
ground
section
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US6370827B2 (en
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Dan Chalich
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Watertite Products Inc
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Assigned to WATERTITE PRODUCTS, INC. reassignment WATERTITE PRODUCTS, INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: CHALICH, DAN
Assigned to WELLS FARGO FOOTHILL, INC.,AS AGENT reassignment WELLS FARGO FOOTHILL, INC.,AS AGENT SECURITY INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: CONCERTO SOFTWARE, INC.
Assigned to MADISON CAPITAL FUNDING LLC, AS AGENT reassignment MADISON CAPITAL FUNDING LLC, AS AGENT SECURITY INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: WATERTITE PRODUCTS, INC.
Assigned to CONCERTO SOFTWARE, INC. reassignment CONCERTO SOFTWARE, INC. RELEASE OF SECURITY INTEREST IN INTELLECTUAL PROPERTY Assignors: WELLS FARGO FOOTHILL, INC.
Assigned to MORGAN STANLEY SENIOR FUNDING, INC., AS THE ADMINISTRATIVE AGENT reassignment MORGAN STANLEY SENIOR FUNDING, INC., AS THE ADMINISTRATIVE AGENT SECURITY AGREEMENT Assignors: WATERTITE PRODUCTS, INC.
Assigned to WATERTITE PRODUCTS, INC. reassignment WATERTITE PRODUCTS, INC. RELEASE BY SECURED PARTY (SEE DOCUMENT FOR DETAILS). Assignors: MADISON CAPITAL FUNDING LLC
Assigned to WATERTITE PRODUCTS, INC., SUCCESSOR BY MERGER TO STUDOR, INCORPORATED AND D-REP PLASTICS, INC. reassignment WATERTITE PRODUCTS, INC., SUCCESSOR BY MERGER TO STUDOR, INCORPORATED AND D-REP PLASTICS, INC. RELEASE BY SECURED PARTY (SEE DOCUMENT FOR DETAILS). Assignors: MORGAN STANLEY SENIOR FUNDING, INC.
Assigned to GENERAL ELECTRIC CAPITAL CORPORATION, AS ADMINISTRATIVE AGENT reassignment GENERAL ELECTRIC CAPITAL CORPORATION, AS ADMINISTRATIVE AGENT SECURITY AGREEMENT Assignors: WATERTITE PRODUCTS, INC.
Assigned to GENERAL ELECTRIC CAPITAL CORPORATION, AS ADMINISTRATIVE AGENT reassignment GENERAL ELECTRIC CAPITAL CORPORATION, AS ADMINISTRATIVE AGENT SECURITY AGREEMENT Assignors: WATERTITE PRODUCTS, INC.
Assigned to WATERTITE PRODUCTS, INC. reassignment WATERTITE PRODUCTS, INC. RELEASE BY SECURED PARTY (SEE DOCUMENT FOR DETAILS). Assignors: GENERAL ELECTRIC CAPITAL CORPORATION, AS ADMINISTRATIVE AGENT
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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
    • E02D5/801Ground anchors driven by screwing

Definitions

  • the present invention relates to a ground anchor. More specifically, it refers to a stabilizer used in conjunction with a ground anchor rod for stabilizing the anchor rod in the soil.
  • U.S. Pat. No. 1,214,679 describes a fence post anchor which is fitted within a lower flange portion of the post. A lower portion of the post has slits which move out around the anchor. Additional patents relating to fence post anchors are U.S. Pat. Nos. 1,764,207; 2,799,369; 3,011,597; and 4,939,877.
  • U.S. Pat. Nos. 3,032,149 describes a clothes dryer support. The support is a tubular post adapted to be imbedded into the ground. A broad bracing member is connected to an upper end of the tubular post.
  • U.S. Pat. No. 4,052,827 describes a ground anchor having winged segments that receive an anchoring devices through a hollow interior portion.
  • U.S. Pat. No. 4,756,128 describes a beach anchor having a rod with a bottom end driven into beach sand and an upper end having a handle and a right angle plate surrounding the rod and stabilizing it in the sand.
  • a ground anchor rod stabilizer of this invention is a generally rectangular member having multiple thicknesses from a narrow bottom end portion through a thicker top end portion.
  • the front face portion of the ground stabilizer has multiple oval shaped depressions covering its face for receiving soil upon being hammered into the ground.
  • a back side portion of the ground anchor rod stabilizer has a pair of parallel spaced apart vertical protrusions which guide the stabilizer alongside a vertical rod or post which has been pounded into the ground as a ground anchor.
  • the ground anchor stabilizer of this invention is made of high strength plastic and can withstand loads in excess of four thousand pounds.
  • FIG. 1 shows a perspective front face view of the ground anchor stabilizer of this invention.
  • FIG. 2 shows a cross section through the stabilizer along line A-A of FIG. 1
  • FIG. 3 is a backside elevational view of the ground stabilizer
  • FIG. 4 shows the ground stabilizer juxtaposed along its back portion to a ground anchor rod.
  • the ground anchor rod stabilizer of the present invention is generally designated by reference numeral 10 .
  • the ground anchor rod stabilizer 10 is generally rectangular in shape but has a chamfered bottom end 12 with slanted side portions shown by walls 14 and 16 contained within a first bottom section 18 having a first thickness.
  • a second higher section 20 has a second thickness.
  • a third higher section 22 has a third thickness and a fourth highest section 24 has a fourth thickness. The thickness from the first section to the fourth section varies from about 2-1 cm.
  • a top edge 26 is flat and is used as a surface for pounding the ground anchor rod stabilizer 10 into the ground.
  • Multiple oval depressions 28 substantially throughout the stabilizer front face 30 provide a means for receiving soil and adding to the stabilization of the ground anchor rod 48 .
  • the front and back face have a width of about 20 cm, but it can vary from 15-30 cm.
  • the prepared length of the front and back face is about 60 cm, but this can vary depending on the length of the ground anchor and the type of soil employed.
  • Alternating side depressions 32 have a narrower depression then items 28 .
  • Multiple horizontal support rods 34 in the third section 22 provide added strength to the ground anchor stabilizer 10 . Additional support is found in the fourth highest section 24 with horizontal support members 36 .
  • the depressions 32 and 28 are open to a depth of approximately 4 / 5 the thickness of the ground anchor stabilizer.
  • the support members 34 fill a portion of the depressions 28 in the middle of section 22 .
  • the backside 40 of the ground anchor rod stabilizer 10 has parallel outward projections 42 that extend vertically substantially along the middle portion 44 of the ground rod stabilizer 10 .
  • the projections 42 form a channel 46 to receive ground anchor rod 48 .
  • a bottom portion 50 of the projections 42 is tapered to promote easy insertion into the ground.
  • the ground anchor rod stabilizer 10 as shown in FIG. 4 is pounded into the ground so that it projects above the ground surface 52 a short distance.
  • the ground rod 48 has a ring 54 at the top which can be attached to a rope or a cable connecting the ground anchor rod to a tent or a trailer. In the case of a use for supporting fence posts, the ring 54 would not be present.
  • the bottom portion of the rod 48 has an auger 56 fixably attached to promote insertion of the rod 48 into the ground.
  • the stabilizer 10 is usually a plastic member made from a high strength plastic or can be high strength aluminum, or steel and is hammered vertically into soil adjacent where an auger rod has been drilled into the soil.
  • the projections 46 surround a portion of the anchor rod 48 .
  • the front face 30 receives soil as the stabilizer 10 is pounded into the ground.
  • This stabilizer 10 resists removal from the soil by a pulling force of over four thousand pounds.
  • the preferred plastic employed for the stabilizer is ABS. However, other high strength plastics as well as aluminum or steel can be used to make the stabilizer 10 .
  • ground stabilizer 10 is preferably molded in an injection molding process as is well known in the prior art.

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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)
  • Piles And Underground Anchors (AREA)

Abstract

A ground anchor rod drilled into soil is held in place by a generally rectangular stabilizer having various side thicknesses of about 2-1 cm from a top to a bottom portion and a front and backside having a width of about 20 cm. The front face contains multiple depressions over its entire surface for receiving soil. The backside has two parallel spaced apart vertical protrusions for enclosing a portion of the ground anchor rod when the stabilizer is hammered into the ground juxtaposed to the ground anchor rod. The stabilizer is made from a high strength plastic such as ABS and can withstand loads in excess of four thousand pounds.

Description

    BACKGROUND OF THE INVENTION
  • The present invention relates to a ground anchor. More specifically, it refers to a stabilizer used in conjunction with a ground anchor rod for stabilizing the anchor rod in the soil. [0001]
  • A frequent problem is the movement of house trailers, tents and other structures in high winds caused by the pulling free of anchoring posts which have been set in soil. In addition, there is a common problem with fence posts where the bottom portion of the posts move in the soil causing the entire fence to shift and either collapse or become askew. The prior art is replete with methods attempting to stabilize fence posts as shown in U.S. Pat. Nos. 598,003; 624,724 and 672,625. U.S. Pat. No. 897,787 describes a device for stabilizing a shore anchor. U.S. Pat. No. 903,944 describes a spiraling ground anchor device supporting a post and U.S. Pat. No. 911,504 describes a land anchor which has a spiral auger secured to the lower end of a hollow shank. U.S. Pat. No. 1,214,679 describes a fence post anchor which is fitted within a lower flange portion of the post. A lower portion of the post has slits which move out around the anchor. Additional patents relating to fence post anchors are U.S. Pat. Nos. 1,764,207; 2,799,369; 3,011,597; and 4,939,877. U.S. Pat. Nos. 3,032,149 describes a clothes dryer support. The support is a tubular post adapted to be imbedded into the ground. A broad bracing member is connected to an upper end of the tubular post. The vertical post is passed through a sleeve to retain the tubular post in an upright position. U.S. Pat. No. 4,052,827 describes a ground anchor having winged segments that receive an anchoring devices through a hollow interior portion. U.S. Pat. No. 4,756,128 describes a beach anchor having a rod with a bottom end driven into beach sand and an upper end having a handle and a right angle plate surrounding the rod and stabilizing it in the sand. [0002]
  • Although the prior art describes many anchoring devices, the hunt continues for a device that will stabilize ground anchors at high loads such as in excess of four thousand pounds. The present invention solves this problem and differs from the teachings of the prior art by contemplating a plastic plate that can be pounded into the ground juxtaposed to a ground anchor rod. [0003]
  • SUMMARY OF THE INVENTION
  • A ground anchor rod stabilizer of this invention is a generally rectangular member having multiple thicknesses from a narrow bottom end portion through a thicker top end portion. The front face portion of the ground stabilizer has multiple oval shaped depressions covering its face for receiving soil upon being hammered into the ground. A back side portion of the ground anchor rod stabilizer has a pair of parallel spaced apart vertical protrusions which guide the stabilizer alongside a vertical rod or post which has been pounded into the ground as a ground anchor. The ground anchor stabilizer of this invention is made of high strength plastic and can withstand loads in excess of four thousand pounds. It is an object of this invention to prevent ground anchor rods or posts from pulling free from soil at high loads by providing a method and apparatus for stabilizing the ground anchor at loads exceeding four thousand pounds. These and other objects and aspects of the present invention will be better understood when the following detailed description of the preferred embodiments is read in conjunction with the appended drawing Figures. [0004]
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 shows a perspective front face view of the ground anchor stabilizer of this invention. [0005]
  • FIG. 2 shows a cross section through the stabilizer along line A-A of FIG. 1 [0006]
  • FIG. 3 is a backside elevational view of the ground stabilizer; and [0007]
  • FIG. 4 shows the ground stabilizer juxtaposed along its back portion to a ground anchor rod.[0008]
  • SPECIFIC DESCRIPTION OF THE PREFERRED EMBODIMENT
  • With reference to FIG. 1, the ground anchor rod stabilizer of the present invention is generally designated by [0009] reference numeral 10. The ground anchor rod stabilizer 10 is generally rectangular in shape but has a chamfered bottom end 12 with slanted side portions shown by walls 14 and 16 contained within a first bottom section 18 having a first thickness. A second higher section 20 has a second thickness. A third higher section 22 has a third thickness and a fourth highest section 24 has a fourth thickness. The thickness from the first section to the fourth section varies from about 2-1 cm. A top edge 26 is flat and is used as a surface for pounding the ground anchor rod stabilizer 10 into the ground. Multiple oval depressions 28 substantially throughout the stabilizer front face 30 provide a means for receiving soil and adding to the stabilization of the ground anchor rod 48. The front and back face have a width of about 20 cm, but it can vary from 15-30 cm. The prepared length of the front and back face is about 60 cm, but this can vary depending on the length of the ground anchor and the type of soil employed. Alternating side depressions 32 have a narrower depression then items 28. Multiple horizontal support rods 34 in the third section 22 provide added strength to the ground anchor stabilizer 10. Additional support is found in the fourth highest section 24 with horizontal support members 36.
  • As seen in FIG. 2, the [0010] depressions 32 and 28 are open to a depth of approximately 4/5 the thickness of the ground anchor stabilizer. The support members 34 fill a portion of the depressions 28 in the middle of section 22. The backside 40 of the ground anchor rod stabilizer 10 has parallel outward projections 42 that extend vertically substantially along the middle portion 44 of the ground rod stabilizer 10. The projections 42 form a channel 46 to receive ground anchor rod 48. A bottom portion 50 of the projections 42 is tapered to promote easy insertion into the ground. The ground anchor rod stabilizer 10 as shown in FIG. 4 is pounded into the ground so that it projects above the ground surface 52 a short distance. The ground rod 48 has a ring 54 at the top which can be attached to a rope or a cable connecting the ground anchor rod to a tent or a trailer. In the case of a use for supporting fence posts, the ring 54 would not be present. As seen in FIG. 4, the bottom portion of the rod 48 has an auger 56 fixably attached to promote insertion of the rod 48 into the ground. The stabilizer 10 is usually a plastic member made from a high strength plastic or can be high strength aluminum, or steel and is hammered vertically into soil adjacent where an auger rod has been drilled into the soil. The projections 46 surround a portion of the anchor rod 48. The front face 30 receives soil as the stabilizer 10 is pounded into the ground.
  • This [0011] stabilizer 10 resists removal from the soil by a pulling force of over four thousand pounds. The preferred plastic employed for the stabilizer is ABS. However, other high strength plastics as well as aluminum or steel can be used to make the stabilizer 10.
  • The [0012] ground stabilizer 10 is preferably molded in an injection molding process as is well known in the prior art.
  • Accordingly an invention has been disclosed in terms of a preferred embodiment thereof which fulfills each and every one of the objects of the present invention as set forth herein above and provides a new and useful ground anchor stabilizer of great novelty and utility. [0013]
  • Of course, various changes, modifications and alterations in the teaching of the present invention may be contemplated by those skilled in the art without departing from the intended spirit and scope thereof. [0014]
  • As such, it is intended the present invention only be limited by the terms of the intended claims. [0015]

Claims (10)

I claim:
1. A ground anchor stabilizer comprising:
a substantially rectangular body having a longitudinal front face and backside, a right and left side longitudinal portion having a thickness supporting the front face and backside, a flat top portion and a tapered inwardly inclined bottom portion;
multiple depressions covering substantially all of the longitudinal front face, the right and left side longitudinal portions having a decreasing thickness from a top section to a bottom section; and
the longitudinal back side having a pair of parallel spaced apart outwardly projecting rails for guiding the ground anchor stabilizer along a vertical anchor rod or post positioned between the rails.
2. The ground anchor stabilizer according to
claim 1
wherein the multiple depressions are configured in parallel rows from the top portion to the bottom portion.
3. The ground anchor stabilizer according to
claim 2
, wherein there are at least six depressions in each row.
4. The ground anchor stabilizer according to
claim 1
, wherein there are at least four side thicknesses from a top section to a bottom section.
5. The ground anchor stabilizer according to
claim 1
, wherein the stabilizer is made from ABS plastic.
6. The ground anchor stabilizer according to
claim 4
, wherein there are horizontal members in the depressions found in a top section and a next lower section.
7. The ground anchor stabilizer according to
claim 1
, wherein the depressions are oval in shape.
8. The ground anchor or stabilizer according to
claim 1
wherein the front face and backside have a width of about 20 cm and the right and left side longitudinal portion has a thickness of about 2-1 cm.
9. The ground anchor stabilizer according to
claim 4
, wherein the top side section thickness is about 2 cm and the bottom side section thickness is about 1 cm.
10. A method of stabilizing a ground anchor structure in soil comprising:
providing a substantially rectangular stabilizer having a front face and back side, a right and left side portion having a thickness separating the front face and back side, a flat top portion and a tapered inwardly inclined bottom portion, multiple depressions covering substantially all of the front face and a pair of parallel spaced apart vertical rails in the back side;
providing a ground anchor structure which had been vertically affixed in soil; and
pounding the stabilizer into the soil adjacent the ground anchor structure with the stabilizer back side juxtaposed to the anchor structure and the anchor structure positioned between the vertical rails of the stabilizer.
US09/459,043 1999-12-10 1999-12-10 Ground anchor rod stabilizer Expired - Fee Related US6370827B2 (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080034682A1 (en) * 2006-08-08 2008-02-14 Carpenter Thomas J Erosion control mat anchor system
US20090016826A1 (en) * 2007-07-12 2009-01-15 Carpenter Thomas J Erosion control system
US20090317190A1 (en) * 2008-06-18 2009-12-24 Carpenter Thomas J Shoreline erosion control system
US20100196102A1 (en) * 2009-02-05 2010-08-05 Carpenter Thomas J Anchor system
US7966779B1 (en) * 2005-02-25 2011-06-28 Green Roof Solutions, Inc. Green roof assembly for inhibiting wind erosion and method of installation
TWI611080B (en) * 2016-03-23 2018-01-11 Luo De Zhi Column fixture
US10089906B2 (en) 2016-01-06 2018-10-02 Mylan D. Warnes Apparatus for interior signpost support
US10208497B1 (en) 2018-05-03 2019-02-19 Mylan D. Warnes Support for a signpost

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7353833B1 (en) 2005-03-15 2008-04-08 Nanette Palmer Covering structure with soil anchors
GB0511041D0 (en) * 2005-05-31 2005-07-06 Plante Daniel Pile and insertion method
US20090277368A1 (en) * 2008-05-06 2009-11-12 Bulloch Scott E Boat anchor

Family Cites Families (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US196003A (en) * 1877-10-09 Improvement in fence-posts
US624724A (en) 1899-05-09 Fence-post
US598003A (en) 1898-01-25 Revilo oliver
US649416A (en) * 1898-12-06 1900-05-08 Smith P Galt Metallic fence-post.
US672625A (en) 1899-11-16 1901-04-23 John S Mullenix Fence-post.
US903944A (en) 1907-08-14 1908-11-17 Berent P Andersen Iron fence-post.
US897787A (en) 1908-01-10 1908-09-01 John James Ryan Shore-anchor.
US911504A (en) 1908-05-26 1909-02-02 William Jay Land-anchor.
US1108535A (en) * 1911-10-20 1914-08-25 Charles Jacob Westphall Fence-post.
US1214679A (en) 1915-10-23 1917-02-06 American Steel & Wire Co Anchor for fence-posts.
US1764207A (en) 1929-05-15 1930-06-17 John G Johnson Fence post
US3011597A (en) 1958-04-21 1961-12-05 William H Galloway Supporting post
US3032149A (en) 1960-04-29 1962-05-01 Frank V Manghise Clothes dryer support
US3139163A (en) * 1960-12-27 1964-06-30 Augustine C Haller Ground anchor
US4052827A (en) 1975-01-31 1977-10-11 Yancey Charles R Ground anchor and foundation support
US4098041A (en) * 1977-03-11 1978-07-04 Frye Norman V Buried sand anchor for volleyball poles and the like
US4258514A (en) * 1979-01-30 1981-03-31 St Clair Alfred L Method and means for anchoring a dismountable building
US4756128A (en) 1987-07-30 1988-07-12 Danieli Edmund R Beach anchor
US4939877A (en) 1988-01-04 1990-07-10 Claffey Paul J Anchor device
US5503500A (en) 1994-03-15 1996-04-02 Oliver; James Pier support
US5864993A (en) * 1996-08-06 1999-02-02 Wells; Raymond Stabilizer for ground stake

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8127515B1 (en) 2005-02-25 2012-03-06 Green Roof Solutions, Inc. Green roof assembly for inhibiting wind erosion and method of installation
US7966779B1 (en) * 2005-02-25 2011-06-28 Green Roof Solutions, Inc. Green roof assembly for inhibiting wind erosion and method of installation
US7862259B2 (en) * 2006-08-08 2011-01-04 Erosion Tech, Llc Erosion control mat anchor system
US20080034682A1 (en) * 2006-08-08 2008-02-14 Carpenter Thomas J Erosion control mat anchor system
US20090016826A1 (en) * 2007-07-12 2009-01-15 Carpenter Thomas J Erosion control system
US7828499B2 (en) 2007-07-12 2010-11-09 Erosion Tech, Llc Erosion control system
US7695219B2 (en) 2008-06-18 2010-04-13 Erosion Tech, Llc Shoreline erosion control system
US20090317190A1 (en) * 2008-06-18 2009-12-24 Carpenter Thomas J Shoreline erosion control system
US20100196102A1 (en) * 2009-02-05 2010-08-05 Carpenter Thomas J Anchor system
US8157482B2 (en) 2009-02-05 2012-04-17 Erosion Tech, Llc Anchor system
US10089906B2 (en) 2016-01-06 2018-10-02 Mylan D. Warnes Apparatus for interior signpost support
TWI611080B (en) * 2016-03-23 2018-01-11 Luo De Zhi Column fixture
US10208497B1 (en) 2018-05-03 2019-02-19 Mylan D. Warnes Support for a signpost

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