US3284054A - Guard rail fence - Google Patents

Guard rail fence Download PDF

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US3284054A
US3284054A US359848A US35984864A US3284054A US 3284054 A US3284054 A US 3284054A US 359848 A US359848 A US 359848A US 35984864 A US35984864 A US 35984864A US 3284054 A US3284054 A US 3284054A
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post
guard rail
strut
plates
posts
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US359848A
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Pierre Henry St
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407Metal rails
    • E01F15/0415Metal rails with pivoting members
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/025Combinations of at least two of the barrier member types covered by E01F15/04 - E01F15/08, e.g. rolled steel section or plastic strip backed up by cable, safety kerb topped by rail barrier

Definitions

  • This invention relates to a new and improved guard rail fence, and the principal object of the invention resides in the provision of a device of this nature which is expansible and acts as though it were resilient when struck by a vehicle so as to cushion the shock of the vehicle, thus saving property and lives.
  • the construction is one which will give when struck and usually does not become completely disrupted as it is not rigid, so that it gradually but quickly slows down the vehicle striking it.
  • Another object of the invention resides in the provision of a guard rail fence of the class described which in most cases will not be broken or disrupted and which can be put back into operating condition easily and quickly either by merely rearranging the parts into normal condition or by substituting a few new parts for those which may be damaged beyond repair.
  • a further object of the invention resides in the provision of a W plate guard rail fence in which the individual plates are mounted between posts which extend upwardly from the ground level and incline toward the highway at their upper ends, these ends supporting pivoted struts which carry the W plates, the W plates being interconnected in such a way as to allow the entire fencing to expand in a longitudinal manner when struck, the pivoted struts being provided with means resisting inward deflection thereof but allowing this deflection under impact.
  • FIG. 1 is a view in elevation illustrating the invention, parts being broken away;
  • FIG. 2 is a section on an enlarged scale on line 22 of FIG. 1;
  • FIG. 3 is a still further enlarged view in elevation, looking in the direction of arrow 3 in FIG. 2;
  • FIG. 4 is a plan view illustrating the action of the supporting post when the fence is struck by a vehicle
  • FIG. 5 is a view in side elevation illustrating the action of the new fence when struck by a vehicle
  • FIGS. 6 and 7 show the action of the annealed chain which forms a part of the invention.
  • FIG. 8 is a view partly in section and with parts broken away, showing a modification.
  • the novel fencing is arranged to be supported on posts which can comprise pipes or rods generally indicated at 10 which are spaced along the roadside. These posts are provided with generally straight ends 12 which are sunk in the ground and can be if desired mounted in cement. However, it is preferred that they be mounted in the ground and provided with cross pins or the like 14 which tend to resist turning motion.
  • the posts at their upper ends are bent as at 16 to extend forwardly towards the highway, so that the posts are offset from the highway.
  • each post At their outer ends 17 there is provided for each post an upright strut generally indicated at 18.
  • This strut may be in the form of a channel-iron or the like and it is mounted at the end of the post by means of a bolt or other fastener indicated at 20.
  • This bolt extends through the two side flanges 22 of the post 18 and can be tightened to the degree desired so as to resist bending or pivoting on the axis of the bolt 20. It is to be observed that the major portion of the strut 18 depends below the top end of the post as clearly shown in FIG. 2.
  • a U-shaped bracket generally indicated at 24.
  • This bracket is provided with a pair of legs 26 which are in turn provided with arcuate slots 28 through which a bolt 30 extends.
  • the bolt 30 can be tightened to slow the swinging of the strut 18 and bracket 24 as for instance from the FIG. 2 normal position to the FIG. 5 indented position where it has been struck by a vehicle and thus take up some of the shock. The point is that these bolts help to create friction to slow down the vehicle when it hits the lower part of the strut, but it does not prevent such turning action completely.
  • each post 10 there is a strut 18 for each post 10 as seen in FIG. 1 and on these posts there are mounted short W-shaped plates indicated at 32. These plates are held by a bolt or the like as shown in FIG. 2 and are slotted as shown at 34. Elongated W plates are mounted by means of bolts 38, 38 with respect to the slots 34, 34, and again these bolts are tightened just enough to provide enough friction so that the elongated W plates 36 under impact will slide with respect to plates 32, thus expanding between posts. This again adds to the resilient nature of the fence to cushion the blow or shock of the vehicle striking the same.
  • a chain 40 of annealed links can be strung in staples 42 arranged on the posts or struts and as indicated in FIGS. 6 and 7 the links of this chain will stretch under impact adding to the general yielding nature of the entire construction.
  • the chain 40 could be replaced by a stranded steel cable if desired.
  • this construction provides a resilient guard rail or fence which when struck by a vehicle will resist but yield and will not in most cases become too greatly damaged to be repaired.
  • the W plates 36 will tend to bend inwardly, being stretched somewhat from the next adjacent plate by sliding on plate 32.
  • the'strut 18 will tend to be swung inwardly (see FIG. 5) against the action of the friction bolts at 20 and 30.
  • the posts 10 themselves will tend to swing away from the impact (see FIG. 4), and the fastener or cross piece 14 (see FIG. 1) will resist this action also but still the swinging action will ordinarily be accomplished.
  • FIG. 8 there is shown a modification of the invention in which there is no actual pivot provided.
  • an angle bracket indicated at 50 This angle bracket has an arm which is secured to the pipe in any way desired as indicated by the bolt at 52 and the other arm of the bracket 50 is secured to the strut 54 which is similar to that at 18.
  • the pipe can then be filled with cement if desired. Otherwise the constructions are the same.
  • the bracket 50 will be provided with a predetermined bending limit less than that of the pipe 10 so that when the strut 54 is struck the bracket 50 and strut will pivot inwardly in a counterclockwise direction, see FIG. 8, prior to bending of the post 10.
  • the strut either 18 or 54 will tend to bend in and contact the upright part of the post 10 becoming more or less locked with relation to it prior to any bending action on the part of the post. Such bending action on the part of the post will ordinarily take place substantially at ground level.
  • the fencing itself will be very little damaged even at a heavy impact, the vehicle will be damaged by the impact just as small an amount as it possible and the fence can soon be placed in original condition merely by replacing any parts of it that may have been damaged beyond repair of straightening out parts which are bent and turning the post and the struts 22 back into their original condition.
  • a guard rail construction comprising a series of posts, each post including a member comprising an upright portion having its lower end disposed in the ground and an upper end portion projecting laterally from the upright portion, a generally channel-shaped strut for each post pivotally secured adajacent an end thereof to the free end of the laterally extending portion of each post and depending therefrom in general parallelism with the upright portion of each post and being swingable with respect thereto, means for resisting said swinging action, said means comprising a pair of plates secured to the strut at opposite sides of each post, each plate having an arcuate slot, frictional connecting means extending through the slots at a point below the laterally extending portion of each post in substantial contact therewith, a short horizontally extending plate secured to each strut, an elongated plate secured at its ends in overlapping sliding engagement with the two adjacent ends of the pair of short plates on adjacent posts, and frictional means connecting the elongated plates to the short plates, said frictional means resisting sliding motion of the elongated plates

Description

Nov. 8, 1966 H.511 PIERRE 3,284,054
GUARD RAIL FENCE Filed April 15, 1964 2 Sheets-Sheet 1 MW Henry J2. Parr'e Nov. 8, 1966 H. s'r. PIERRE 3,284,054
GUARD RAIL FENCE Filed April 15, 1964 2 Sheets-Sheet 2 W /o jgw 2/ ii? 7 56 1a United States Patent 3,284,054 GUARD RAIL FENCE Henry St. Pierre, 50 Frank St., Worcester, Mass. Filed Apr. 15, 1964, Ser. No. 359,848 1 Claim. (Cl. 256-13.1)
This invention relates to a new and improved guard rail fence, and the principal object of the invention resides in the provision of a device of this nature which is expansible and acts as though it were resilient when struck by a vehicle so as to cushion the shock of the vehicle, thus saving property and lives. The construction is one which will give when struck and usually does not become completely disrupted as it is not rigid, so that it gradually but quickly slows down the vehicle striking it.
Another object of the invention resides in the provision of a guard rail fence of the class described which in most cases will not be broken or disrupted and which can be put back into operating condition easily and quickly either by merely rearranging the parts into normal condition or by substituting a few new parts for those which may be damaged beyond repair.
A further object of the invention resides in the provision of a W plate guard rail fence in which the individual plates are mounted between posts which extend upwardly from the ground level and incline toward the highway at their upper ends, these ends supporting pivoted struts which carry the W plates, the W plates being interconnected in such a way as to allow the entire fencing to expand in a longitudinal manner when struck, the pivoted struts being provided with means resisting inward deflection thereof but allowing this deflection under impact.
Other objects and advantages of the invention will appear hereinafter.
Reference is to be had to the accompanying drawings in which:
FIG. 1 is a view in elevation illustrating the invention, parts being broken away;
FIG. 2 is a section on an enlarged scale on line 22 of FIG. 1;
FIG. 3 is a still further enlarged view in elevation, looking in the direction of arrow 3 in FIG. 2;
FIG. 4 is a plan view illustrating the action of the supporting post when the fence is struck by a vehicle;
FIG. 5 is a view in side elevation illustrating the action of the new fence when struck by a vehicle;
FIGS. 6 and 7 show the action of the annealed chain which forms a part of the invention, and
FIG. 8 is a view partly in section and with parts broken away, showing a modification.
The novel fencing is arranged to be supported on posts which can comprise pipes or rods generally indicated at 10 which are spaced along the roadside. These posts are provided with generally straight ends 12 which are sunk in the ground and can be if desired mounted in cement. However, it is preferred that they be mounted in the ground and provided with cross pins or the like 14 which tend to resist turning motion. The posts at their upper ends are bent as at 16 to extend forwardly towards the highway, so that the posts are offset from the highway.
At their outer ends 17 there is provided for each post an upright strut generally indicated at 18. This strut may be in the form of a channel-iron or the like and it is mounted at the end of the post by means of a bolt or other fastener indicated at 20. This bolt extends through the two side flanges 22 of the post 18 and can be tightened to the degree desired so as to resist bending or pivoting on the axis of the bolt 20. It is to be observed that the major portion of the strut 18 depends below the top end of the post as clearly shown in FIG. 2.
Welded or otherwise secured to the strut 18 there is provided a U-shaped bracket generally indicated at 24. This bracket is provided with a pair of legs 26 which are in turn provided with arcuate slots 28 through which a bolt 30 extends. The bolt 30 can be tightened to slow the swinging of the strut 18 and bracket 24 as for instance from the FIG. 2 normal position to the FIG. 5 indented position where it has been struck by a vehicle and thus take up some of the shock. The point is that these bolts help to create friction to slow down the vehicle when it hits the lower part of the strut, but it does not prevent such turning action completely.
There is a strut 18 for each post 10 as seen in FIG. 1 and on these posts there are mounted short W-shaped plates indicated at 32. These plates are held by a bolt or the like as shown in FIG. 2 and are slotted as shown at 34. Elongated W plates are mounted by means of bolts 38, 38 with respect to the slots 34, 34, and again these bolts are tightened just enough to provide enough friction so that the elongated W plates 36 under impact will slide with respect to plates 32, thus expanding between posts. This again adds to the resilient nature of the fence to cushion the blow or shock of the vehicle striking the same.
In addition a chain 40 of annealed links can be strung in staples 42 arranged on the posts or struts and as indicated in FIGS. 6 and 7 the links of this chain will stretch under impact adding to the general yielding nature of the entire construction. However the chain 40 could be replaced by a stranded steel cable if desired.
It will be seen that this construction provides a resilient guard rail or fence which when struck by a vehicle will resist but yield and will not in most cases become too greatly damaged to be repaired. Looking at FIG. 4 where the lines 44- indicate a vehicle striking the same, the W plates 36 will tend to bend inwardly, being stretched somewhat from the next adjacent plate by sliding on plate 32. At the same time the'strut 18 will tend to be swung inwardly (see FIG. 5) against the action of the friction bolts at 20 and 30. Also the posts 10 themselves will tend to swing away from the impact (see FIG. 4), and the fastener or cross piece 14 (see FIG. 1) will resist this action also but still the swinging action will ordinarily be accomplished.
In FIG. 8 there is shown a modification of the invention in which there is no actual pivot provided. The
standard is the same as before and is therefore indicated at 10. In this standard there is mounted by any means desired an angle bracket indicated at 50. This angle bracket has an arm which is secured to the pipe in any way desired as indicated by the bolt at 52 and the other arm of the bracket 50 is secured to the strut 54 which is similar to that at 18. The pipe can then be filled with cement if desired. Otherwise the constructions are the same. The bracket 50 will be provided with a predetermined bending limit less than that of the pipe 10 so that when the strut 54 is struck the bracket 50 and strut will pivot inwardly in a counterclockwise direction, see FIG. 8, prior to bending of the post 10.
In either embodiment of the invention however the strut either 18 or 54 will tend to bend in and contact the upright part of the post 10 becoming more or less locked with relation to it prior to any bending action on the part of the post. Such bending action on the part of the post will ordinarily take place substantially at ground level.
Thus it will be seen that the fencing itself will be very little damaged even at a heavy impact, the vehicle will be damaged by the impact just as small an amount as it possible and the fence can soon be placed in original condition merely by replacing any parts of it that may have been damaged beyond repair of straightening out parts which are bent and turning the post and the struts 22 back into their original condition.
Having thus described my invention and the advantages thereof, I do not wish to be limited to the details herein disclosed, otherwise than as set forth in the claim, but what I claim is:
A guard rail construction comprising a series of posts, each post including a member comprising an upright portion having its lower end disposed in the ground and an upper end portion projecting laterally from the upright portion, a generally channel-shaped strut for each post pivotally secured adajacent an end thereof to the free end of the laterally extending portion of each post and depending therefrom in general parallelism with the upright portion of each post and being swingable with respect thereto, means for resisting said swinging action, said means comprising a pair of plates secured to the strut at opposite sides of each post, each plate having an arcuate slot, frictional connecting means extending through the slots at a point below the laterally extending portion of each post in substantial contact therewith, a short horizontally extending plate secured to each strut, an elongated plate secured at its ends in overlapping sliding engagement with the two adjacent ends of the pair of short plates on adjacent posts, and frictional means connecting the elongated plates to the short plates, said frictional means resisting sliding motion of the elongated plates relative to the short plates, whereby the guard rail is extensible under impact and said channel members are swingable inwardly toward said posts under impact.
References Cited by the Examiner UNITED STATES PATENTS 1,267,458 5/1918 Sager 293100 1,505,900 8/1924 Kolb et a1 293 1,583,504 5/1926 Starck 293 1,612,301 12/1926 Martin 293100 1,658,118 2/1928 Doddridge 25613.1 1,718,875 -6/ 1929 Ramsey 25613.1 1,745,742 2/ 1930 Crotto 59-90 2,101,176 12/1937 Height 256-131 2,123,167 7/1928 Cain 256 13.1 2,168,930 8/1939 Bradshaw 25613.1 2,317,248 4/ 1943 Brickman 25613.1 2,942,853 6/ 1960 Glaros 25613.1 3,077,339 2/ 1963 White 25613.1
HARRISON R. MOSELEY, Primary Examiner.
REINALDO P. MACHADO, Examiner.
D. L. TAYLOR, Assistant Examiner.
US359848A 1964-04-15 1964-04-15 Guard rail fence Expired - Lifetime US3284054A (en)

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Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3417965A (en) * 1967-05-25 1968-12-24 James H. Gray Vehicle guard rail
US3438611A (en) * 1966-12-16 1969-04-15 Vittorio Giavotto Guard rail or road protection barrier having a hollow beam boom
US3589681A (en) * 1970-05-11 1971-06-29 Bethlehem Steel Corp Guardrail assembly
US3966173A (en) * 1974-03-19 1976-06-29 Acieries Reunies De Burbach-Eich-Dudelange S.A. Arbed Median barrier for highways and the like
EP0356686A1 (en) * 1988-08-03 1990-03-07 METALMECCANICA FRACASSO S.p.A. Guardrail barrier
US5044609A (en) * 1989-02-24 1991-09-03 Metalmiccanica Fracasso S.P.A. Guardrail barrier
EP0698689A1 (en) * 1994-08-01 1996-02-28 Gilberto Cerrone Anti-crashing safety device, particularly for road guard-rails
US6290427B1 (en) 1999-02-16 2001-09-18 Carlos M. Ochoa Guardrail beam with enhanced stability
US6533249B2 (en) 1999-09-23 2003-03-18 Icom Engineering, Inc. Guardrail beam with improved edge region and method of manufacture
US6554256B2 (en) 2001-04-25 2003-04-29 Icom Engineering, Inc. Highway guardrail end terminal assembly
EP1762660A1 (en) 2005-09-13 2007-03-14 TOGE-Dübel A. Gerhard KG Device for traffic guiding
US20070082765A1 (en) * 2006-04-04 2007-04-12 Sportsfield Specialties, Inc. Goalpost upright verticality adjustment system and method
GB2434610A (en) * 2006-01-26 2007-08-01 Corus Uk Ltd Safety barrier for use by a road
US20080205982A1 (en) * 2006-07-10 2008-08-28 David Allen Hubbell Gating Impact Attenuator
EP2063026A3 (en) * 2005-05-10 2009-09-09 TOGE-Dübel A. Gerhard KG Traffic guidance device
US20090279950A1 (en) * 2005-04-07 2009-11-12 Hierros Y Aplanaciones, S.A. Deformable divider for a vehicle impact safety barrier, of the type that is used between a vertical support-or post-fixing element and a horizontal impact or railing element
US20140110651A1 (en) * 2012-09-13 2014-04-24 Energy Absorption Systems, Inc. Guardrail
US20220127806A1 (en) * 2020-10-23 2022-04-28 Deck Co., Ltd Safety fence for vehicle protection

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1267458A (en) * 1917-04-13 1918-05-28 J H Sager Company Automobile-bumper.
US1505900A (en) * 1923-08-31 1924-08-19 Bullard Machine Tool Co Automobile bumper bracket
US1583504A (en) * 1923-06-29 1926-05-04 Badger Mfg Corp Automobile bumper bracket
US1612301A (en) * 1926-10-07 1926-12-28 Bellevue Mfg Company Bumper-attaching device
US1658118A (en) * 1925-01-23 1928-02-07 James M Doddridge Guard rail for highways
US1718875A (en) * 1926-12-11 1929-06-25 Joseph H Ramsey Safety guard-rail support
US1745742A (en) * 1927-01-17 1930-02-04 Western Supply Company Supporting link for well-working tools
US2101176A (en) * 1936-11-30 1937-12-07 Thompson Mfg Co Highway guardrail
US2123167A (en) * 1936-06-08 1938-07-12 Louis S Cain Highway guardrail
US2168930A (en) * 1938-03-11 1939-08-08 Joe B Bradshaw Highway guard
US2317248A (en) * 1942-05-19 1943-04-20 American Steel & Wire Co Combination cable and plate highway guard
US2942853A (en) * 1957-12-26 1960-06-28 Glaros Emanuel Michael Highway guard rail structures
US3077339A (en) * 1961-02-06 1963-02-12 Andrew J White Yieldable highway guard

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1267458A (en) * 1917-04-13 1918-05-28 J H Sager Company Automobile-bumper.
US1583504A (en) * 1923-06-29 1926-05-04 Badger Mfg Corp Automobile bumper bracket
US1505900A (en) * 1923-08-31 1924-08-19 Bullard Machine Tool Co Automobile bumper bracket
US1658118A (en) * 1925-01-23 1928-02-07 James M Doddridge Guard rail for highways
US1612301A (en) * 1926-10-07 1926-12-28 Bellevue Mfg Company Bumper-attaching device
US1718875A (en) * 1926-12-11 1929-06-25 Joseph H Ramsey Safety guard-rail support
US1745742A (en) * 1927-01-17 1930-02-04 Western Supply Company Supporting link for well-working tools
US2123167A (en) * 1936-06-08 1938-07-12 Louis S Cain Highway guardrail
US2101176A (en) * 1936-11-30 1937-12-07 Thompson Mfg Co Highway guardrail
US2168930A (en) * 1938-03-11 1939-08-08 Joe B Bradshaw Highway guard
US2317248A (en) * 1942-05-19 1943-04-20 American Steel & Wire Co Combination cable and plate highway guard
US2942853A (en) * 1957-12-26 1960-06-28 Glaros Emanuel Michael Highway guard rail structures
US3077339A (en) * 1961-02-06 1963-02-12 Andrew J White Yieldable highway guard

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3438611A (en) * 1966-12-16 1969-04-15 Vittorio Giavotto Guard rail or road protection barrier having a hollow beam boom
US3417965A (en) * 1967-05-25 1968-12-24 James H. Gray Vehicle guard rail
US3589681A (en) * 1970-05-11 1971-06-29 Bethlehem Steel Corp Guardrail assembly
US3966173A (en) * 1974-03-19 1976-06-29 Acieries Reunies De Burbach-Eich-Dudelange S.A. Arbed Median barrier for highways and the like
EP0356686A1 (en) * 1988-08-03 1990-03-07 METALMECCANICA FRACASSO S.p.A. Guardrail barrier
US5044609A (en) * 1989-02-24 1991-09-03 Metalmiccanica Fracasso S.P.A. Guardrail barrier
EP0698689A1 (en) * 1994-08-01 1996-02-28 Gilberto Cerrone Anti-crashing safety device, particularly for road guard-rails
US6290427B1 (en) 1999-02-16 2001-09-18 Carlos M. Ochoa Guardrail beam with enhanced stability
US6558067B2 (en) 1999-02-16 2003-05-06 Icom Engineering, Inc. Guardrail beam with enhanced stability
US6830407B1 (en) 1999-02-16 2004-12-14 Icom Engineering, Inc. Guardrail beam with enhanced stability
US6533249B2 (en) 1999-09-23 2003-03-18 Icom Engineering, Inc. Guardrail beam with improved edge region and method of manufacture
US6554256B2 (en) 2001-04-25 2003-04-29 Icom Engineering, Inc. Highway guardrail end terminal assembly
US7794173B2 (en) * 2005-04-07 2010-09-14 Hierros Y Aplanaciones, S.A. Deformable divider for a vehicle impact safety barrier, of the type that is used between a vertical support-or post-fixing element and a horizontal impact or railing element
US20090279950A1 (en) * 2005-04-07 2009-11-12 Hierros Y Aplanaciones, S.A. Deformable divider for a vehicle impact safety barrier, of the type that is used between a vertical support-or post-fixing element and a horizontal impact or railing element
EP2063026A3 (en) * 2005-05-10 2009-09-09 TOGE-Dübel A. Gerhard KG Traffic guidance device
EP1762660A1 (en) 2005-09-13 2007-03-14 TOGE-Dübel A. Gerhard KG Device for traffic guiding
GB2434610A (en) * 2006-01-26 2007-08-01 Corus Uk Ltd Safety barrier for use by a road
US20070082765A1 (en) * 2006-04-04 2007-04-12 Sportsfield Specialties, Inc. Goalpost upright verticality adjustment system and method
US20100234145A1 (en) * 2006-04-04 2010-09-16 Eric Hulbert Goalpost upright verticality adjustment system and method
US7883432B2 (en) 2006-04-04 2011-02-08 Sportsfield Specialties, Inc. Goalpost upright verticality adjustment system and method
US7914401B2 (en) * 2006-04-04 2011-03-29 Sportsfield Specialties, Inc. Goalpost upright verticality adjustment system and method
US20080205982A1 (en) * 2006-07-10 2008-08-28 David Allen Hubbell Gating Impact Attenuator
US20140110651A1 (en) * 2012-09-13 2014-04-24 Energy Absorption Systems, Inc. Guardrail
US20220127806A1 (en) * 2020-10-23 2022-04-28 Deck Co., Ltd Safety fence for vehicle protection

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