US3784167A - Guard-rail assembly with pivotal support posts - Google Patents

Guard-rail assembly with pivotal support posts Download PDF

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Publication number
US3784167A
US3784167A US00296653A US3784167DA US3784167A US 3784167 A US3784167 A US 3784167A US 00296653 A US00296653 A US 00296653A US 3784167D A US3784167D A US 3784167DA US 3784167 A US3784167 A US 3784167A
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Prior art keywords
rail
post
channel
pocket
guard
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US00296653A
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English (en)
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E Glaesener
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Arcelor Luxembourg SA
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Arbed SA
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety 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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0453—Rails of materials other than metal or concrete, e.g. wood, plastics; Rails of different materials, e.g. rubber-faced metal profiles, concrete-filled steel tubes

Definitions

  • Glaesenr 11 3,74,167 [451 Jan. 8, 1974 1 GUARD-RAIL ASSEMBLY WITH PIVOTAL SUPPORT POSTS [75] Inventor: Ernest Glaesener, Dudelange,
  • ABSTRACT A guard rail formed of a downwardly .open channel whose interior isfilled with a bonded-in-place synthetic-resin mass is formed approximately every 10 meters with a downwardly open pocket in which the upper end of a support post is received.
  • a pivot bolt transverse to the rail passes through the rail and the post and allows pivoting of this post relative to the rail in a horizontal plane including the rail.
  • the lower end of the post is received in an upwardly open channel so that on collision of a vehicle with the post or a similar blow being struck to the post below the rail, this post will pivot out of its socket and up into the pocket so that the rail itself will take the blow to prevent a vehicle from flipping over the guard rail.
  • a vehicle barrier or guard-rail structure comprising a guard rail and posts supporting same, the guard rail being formed of a downwardly open boxshaped channel of thin sheet metal, preferably unitary (i.e. in one piece) over at least three sides, the interior of which is filled from flank to flank with a foamed or cellular elastomeric synthetic resin bonded to the inner basis of the channel and in force transmitting relationship between the afore-mentioned flanks.
  • the inner surface of the sheet-metal channel (as well as the outer surface thereof) is provided with a corrosion-resistant coating formed by, for example, hot galvanizing (i.e.
  • the guard rails advantageously span lengths between posts far in excess of those provided heretofore and at least about 10 meters, the foamed synthetic-resin filling (apparent density of 30 to 80 kg/m within the channel serving to provide the requisite stiffn'ess and self-supporting character.
  • the sheet-metal channel is composed of such thin sheet metal as to preclude self-supporting spans of 10 meters or more, the presence of the foam body, bonded to all of the internal surfaces of the channel and filling the latter, stiffens the guard rail without significantly increasing the tendency of vehicles to rebound therefrom and sufficiently to span such distances.
  • the channel is preferably nonclosed, i.e. free from any rigid force transmitting member between the flanks and the free ends thereof. This is not to say that a sheet-metal enclosure member cannot be provided at the open end of the channel where the closure member does not act in inward forcetransmitting relationship between the flanks of the channel. Consequently, the' channel appears to have an open end and permits the synthetic-resin filler to transmit all force between the flanks of the channel.
  • the cellular elastomer entirely fills the channel whose lateral walls lie at right angles to a planar top surface, the elastomer filling being flush with the mouth of the channel.
  • the elastomer is preferably a stiff or hard polyurethane foam of the closed-cell type which is formed in situ within the channel and thus bonds effectively to all of the interior surfaces thereof.
  • pockets or openings may be left in the polyurethane foam filling to receive the support posts which are designed to resist torsion and preferably are generally flat with a broad surface oriented parallel to the guard rail. In other words, the bending resistance of the support post is greater in the longitudinal direction (of the guard rail) than in the transverse direction thereof.
  • a torsion-free mounting of the guard rail upon the post can be realized by lining the pocket with sheet metal which is bonded (during manufacture of the guard rail) to the polyurethane foam mass and may be secured to the post by an adhesive, preferably an elastic adhesive such as polyurethane.
  • the guard rail filled with the polyurethane-foam is found to be light compared to equal lengths of conventional guard rails.
  • the bonding of the polyurethane foam to all of the interior surfaces provides resistance to torsion and bending within the guard rail and enables the latter to span distances of, say, 10 to 20 meters between support posts, some 4 to 6 times greater distances than the conventional post spacing.
  • the mounting of the guard rail upon the posts, the manufacture of post and guard rail, and the low cost of both the guard rail and the posts represent major advantages.
  • a further advantage of the system of application, Ser. No. 147,817 can be found in the manner in which the' guard rail absorbs the energy of impact of heavy vehicles, such as trucks.
  • heavy vehicles such as trucks.
  • a collision between the truck and the roadside barrier has resulted in breakage of the barrier unless the latter was dimensioned to resist such breakage.
  • a large number of posts were provided to distribute the force of the collision and, where resistance to impact was high, there was always the danger that the truck would roll over or jump the barrier.
  • a close spacing of the supports invariably increased the cost of the barrier many times.
  • the system of the present invention provides a crushable rail designed to take up the energy of impact and limit rolling-over or rebound at low cost. Unless the force of collision is sufficient to break the barrier, the usual permanent distortion of the guard rail is avoided in the case of the present system because of the self-restoring quality of a filling bonded to the sheet-metal walls.
  • the barrier of my prior invention although composed of metal sheet as previously'described, is characterized by a membrane-like engagement with the vehicle. Hence, a vehicle colliding with the barrier will deflect the latter into an S-curve or undulation which will ride along the barrier together with the vehicle, thereby precluding rebounding of the latter onto the roadway.
  • the barrier may have the vehicle-guide surface located significantly above the height of present barriers and, consequently, a barrier height of 70cm has been found to be advantageous. This height is capable of preventing rollover of heavy vehicles.
  • the junction between two guard rails may be formed by providing a connecting socket arrangement of steel sheet which covers the upper surface and walls of each channel and is bonded thereto with an adhesive.
  • the junction may also be filled with an elastomeric material, e.g. .a foam polyurethane, capable of bonding to the zinc-coated sheet-metal surfaces. This filler maintains the corrosion resistance, strength and impactcharacteristics of the rail even at the junctions.
  • guard rails Even to a cer-- tain extent with those of my prior applications, is that the post presents a danger to a motor vehicle colliding with the rail. Particularly in locations where the rail is arranged at a height of 700750 mm rather than the customary height of 550600 mm is it a common occurrence that a vehicle striking the guard rail catches on a post and flips over into the opposing lane of traffic.
  • a more specific object is the provision of such an assembly whose support posts present no danger to vehicles colliding with the rail.
  • the rail is formed generally as described in my prior applications, with a pair of central longitudinally extending grooves on its sides.
  • the pivot extends through the center of the rail at these grooves, midway in its height.
  • Also-thepocket receiving the upper end of the post is made of sufficient longitudinal length to receive the post should it be pivoted to a horizontal position.
  • FIG. 1 is a side sectional view of the assembly according to the present invention
  • FIG. 2 is a section along line IIII of FIG. 1;
  • FIG. 3 is a vertical section through an alternative embodiment of the post socket SPECIFIC DESCRIPTION
  • a guard-rail structure comprising a three-sided channel 10 of sheet metal, preferably steel, which is comated on its internal surface and external surface with corrosion-resistant layers.
  • the channel 10 is hot-galvanized, i.e. coated with zinc internally and externally by hot-dipping. Prior to galvanizing the sheet metal has a thickness between 0.2mm and 2.5mm, here about 1.2mm.
  • the channel 10 is generally box-shaped, i.e. provided with an upper wall 12 and a pair of parallel flanks 14 and 15 lying at right angles tothe upper wall 12.
  • This upper wall 12 is planar and horizontal whereas the flanks 14 and 15 are profiled or corrugated, as described in the aforementioned applications. More specifically a generally trapezoidal recess or groove 16 is formed in the center of each of the flanks 14 and 15 and extends the full longitudinal length of each rail 10. In addition each flank 14, 15 goes over into the top 12 and bottom 13 of the channel 10 by means of an angled region 17.
  • the channel 10 has a length of 10-20 meters, usually about 16 meters.
  • the interior of the channel is filled completely with a foamed synthetic resin, preferably a closed-cell compression-resistant polyurethane foam which is foamed and cured in situ within the channel and in contact with the galvanized walls of the sheetmetal channel.
  • a foamed synthetic resin preferably a closed-cell compression-resistant polyurethane foam which is foamed and cured in situ within the channel and in contact with the galvanized walls of the sheetmetal channel.
  • a firm bond is formed between the foam filling 18 and the galvanized walls that the foam not only acts as a packing for the transfer of transverse forces between the parallel walls of the channel 10, but also as a bending resistance for the rail structure as a whole.
  • the transverse width of the rail should be about 300mm while its height is about 500mm.
  • a channel having a sheet metal thickness of 1.2mm and a polyurethane hard foam with an apparent density of 50 kg/m it is desirable as mentioned above to employ a channel having a sheet metal thickness of 1.2mm and a polyurethane hard foam with an apparent density of 50 kg/m.
  • the polyurethane foam is produced by casting, immediately after formation, a mixture of ,41 percent polyester resin containing alcoholic or hydroxylic functional groups, ,53 percent of a di-isocyanate and about 6 percent of a fluorinated hydrocarbon such as that marketed under the name FREON or FRIGAN. Since the art describes many polyurethane foam compositions of similar hardness,
  • the advantages of such a system are manifold.
  • the polyurethane-foam filling 18 transfers force from one flank of the rail to the other with some dissipation and absorption of energy, although the overall configuration need not be significantly distorted.
  • the composite body retains its strength during impact of a vehicle therewith and the vehicle encounters a guard rail with significantly greater strength than guard rails of thicker sheet metal.
  • the rebounding effect is nil.
  • the system need not be used with strong posts..Finally, kinking of the guard-rail structure is avoided since the mass within the guard rail resists local penetration, and endeavours to re-establish its original configuration immediately upon release of any applied force.
  • the bottom 13 channel 10 can remain open.
  • I may provide the lower ends of the walls 14 and 15 with inwardly extending flanges or lips, 14a and 15aadapted to underlie the body of foam polyurethane within the channel.
  • I may taper the walls 14 and 15 downwardly and inwardly to provide a narrow slot through which the post may be inserted.
  • the closed-cell polyurethane foam utilized in accordance with the present invention has the advantage that it is impenetrable to moisture.
  • the body.18 of foam polyurethane thus seals the interior of the channel against corrosion resulting from contact with moisture, constitutes a weather-resistant filler and provides structural support for the thin sheet-metal walls. Since the guard rails of the present invention can span exceptionally long distances, they are able to follow bends in the roads more successfully and to be deformed in accordance with road curvatures without special machinery or preparation.
  • the polyurethane foam is polymerized and cured within the channel at the time of its manufacture and any conventional method of molding polyurethane may be used to this end.
  • the components are mixed together and poured or injected into the channel while the latter is held in an inverted, upwardly open state, the ends of the channel being provided with walls of any desired configuration.
  • a smooth surface for the eventual underside of the guard rail and for the upper surface at the time the guard rail is produced by the use of a strike board or by providing a temporary cover for the channel mouth.
  • the cover is coated with a parting material to which the polyurethane foam is not adherent.
  • the recesses or corrugations 16 formed in the sidewalls 14 and 150i the channel increase the resistance to compression on collision with the vehicle and also form guides restricting the tendency of an impacting vehicle to ride up along the rail.
  • the channel is advantageously degreased prior to the casting of the forming mixture therein.
  • awash-primer or some other bonding coating preferably of the volatile'solvent type, to increase adhesion between the foam polyurethane and the walls of the channel.
  • a suitable primer is the solvent containing adhesive EC 1357 marketed by the 3M Company.
  • the rail 10 is provided with a downwardly open sheet metal pocket Ill having planar end walls 11a, side walls 11b, and a top wall He, this last-named wall being adhesively fixed to the top wall 12 of the channel 10.
  • the pocket 1 1 has the shape of a downwardly open rectangular box of a transverse width equal to the space between the lips 14a and 15a of the flanks l4 and 15.
  • the sides 1112 are also adhesively attached to the insides of the flanks 14 and 15 at the groove 16.
  • the area between the side walls 11b and the flanks l4 and 15 is filled with a much more dense foam body 19 of the above described general type but having a density of about 250 kg/m. This filling is formed as described above, and serves to impart the same rigidity to the rail in the region of the pocket as elsewhere along its length.
  • the rails 10 are formed so that they can be fitted together end-to-end. This is achieved by forming one end with a recess by eliminating the foam filling for about 500mm. The other end is correspondingly formed of reduced cross sectional size to fit exactly into such an empty end.
  • Posts 20 support the rails 10 at a height of 650mm-750mm from the ground level G.
  • Each post is made of a steel shell 23 of closed rectangular section filled like the channel 10 with a polyurethane mass 22.
  • a round, oval, or variously polygonal post 20 is also usable equally well.
  • the upper end region of the post 20 is thickerthan the lower region and is received with slight'clearance in the pocket 11.
  • the very upper end 24 of the post 20 and the lower end 25 are rounded and the end 24 engages the top wall of the pocket 11.
  • the dot-dash line position shown in FIG. 1 shows how the length L of the post, here 750mm from its end 25 to the pivot 21 is slightly less than half-the longitudinal length of the pocket 11, so that this post can swing up entirely into the pocket 11.
  • the posts can be attached to the rails at the factory and shipped in in this swung-up position.
  • the pocket has an overall length of at least 1,000mm as will be described below.
  • the lower end 25 of the post is received in a socket generally designated 30 made of cast iron or steel and mounted on a fixed base 31 of, for example, concrete.
  • the socket 30 is a channel having flanks 32 and 33 which extend upwardly and parallel to each other and to the rail 10, only confining movement of the end transverse to the rail 10.
  • the channel may be coated with, for example, synthetic resin in order to prevent the post end from rusting fast to it.
  • the lower end portion of the post 20 is smaller in cross-section than the upper portion so that if the post 20 is pushed slightly to the side, it is still able to swing up into the pocket 11. It is possible to taper the post 20 gradually rather than just step it to make the lower region slimmer.
  • FIGS. 1 and 2 The arrangement shown in FIGS. 1 and 2 is intended to be used between opposite lanes of traffic.
  • the pocket has a length of 2L and the channel 30 is open on both ends.
  • the channel 30 In the case of the assembly being used at the outside edge of a highway, where it is only likely to be hit by cars in one direction, it is only necessary to have the channel 30 open on one end and it is only necessary that the pocket 11 be extended widely to one side of the pivot 21 since the post 20 is only likely to be pushed in this direction.
  • the pocket 11 can end at one end at the location shown in FIG. 1 by dot-dash line B and the corresponding end of the channel 30 can be closed, as shown at 35 in FIG. 3.
  • FIG. 1 the base 34 of the channel 30 is upwardly concave and has the same radius of curvature, equal to L, as the lower end of the post 20.
  • FIG. 3 shows a channel 30' whose base 34 is planar.
  • a guard-rail assembly comprising:
  • a horizontal rail formed with at least one downwardly open pocket elongated in the longitudinal direction of said rail;
  • said socket being an upwardly open channel extending parallel to the longitudinal direction of said rail, said post being pivotal about said axis to swing said lower end upwardly free from said channel in said direction.
  • said rail is formed of a downwardly open sheet metal shell, a downwardly open sheet metal lining defining said pocket, and a synthetic-resin mass substantially filling said shell and adhering to the interior of said shell and the exterior of said lining.
  • flanks are between mm and 200 mm in height and have upper edges substantially flush with the ground level.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Body Structure For Vehicles (AREA)
US00296653A 1971-10-15 1972-10-11 Guard-rail assembly with pivotal support posts Expired - Lifetime US3784167A (en)

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US (1) US3784167A (pl)
JP (1) JPS559483B2 (pl)
AT (1) AT322613B (pl)
AU (1) AU4770472A (pl)
BE (1) BE789989A (pl)
CA (1) CA975595A (pl)
CH (1) CH553884A (pl)
DE (1) DE2158706C3 (pl)
DK (1) DK141124B (pl)
ES (1) ES407481A1 (pl)
FR (1) FR2157419A5 (pl)
GB (1) GB1376370A (pl)
IT (1) IT966364B (pl)
LU (1) LU64085A1 (pl)
NL (1) NL178527C (pl)
NO (1) NO129158B (pl)
SE (1) SE371231B (pl)
ZA (1) ZA727163B (pl)

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3881697A (en) * 1972-10-21 1975-05-06 Arbed Roadside safety apparatus
US4047701A (en) * 1974-10-31 1977-09-13 Arbed - Acierles Reunies De Burbach-Eich-Dudelange S.A. End assembly for roadway guard rail
US4138093A (en) * 1977-05-18 1979-02-06 Meinzer Lester N Guard rail cell
US4220316A (en) * 1978-05-26 1980-09-02 Kabushiki Kaisha Naka Gijutsu Kenkyusho Top rail for use on railing construction
US4307973A (en) * 1979-01-23 1981-12-29 Arbed S.A. Road barrier
AT391724B (de) * 1983-06-13 1990-11-26 Burri Ag Leitplankentor
US5507473A (en) * 1994-03-29 1996-04-16 Hammer's Inc. Guard rail post
US5660375A (en) * 1993-11-01 1997-08-26 Freeman; John Composite guardrail post
US6168346B1 (en) 1997-07-14 2001-01-02 Ronald E. Ernsberger Spacer for supporting a guard rail on a post
US6530560B2 (en) 2000-11-15 2003-03-11 K.E.S.S. Inc. Guardrail support, attachment, and positioning block
US20040079931A1 (en) * 2002-02-12 2004-04-29 Climente Jose Enrique De La Puerta Vehicle containment barrier
US20040096273A1 (en) * 2001-10-18 2004-05-20 Yodock Leo J. Barrier device with foam interior
US6758627B2 (en) 2000-11-15 2004-07-06 K.E.S.S. Inc. Guard rail support, attachment, and positioning spacer block
US20050274939A1 (en) * 2004-06-10 2005-12-15 Monroeville Industrial Moldings, Inc. Guardrail support members
US20070206990A1 (en) * 2006-03-03 2007-09-06 Yodock Iii Leo J Pivot unit for barrier devices
US20080265231A1 (en) * 2004-07-06 2008-10-30 King David T Guard rail mounting block and guard rail system incorporating the same
US20080286041A1 (en) * 2007-05-18 2008-11-20 Yodock Jr Leo J End connector for barrier devices
US20080290334A1 (en) * 2004-07-06 2008-11-27 K.E.S.S., Inc. Guardrail support, attachment, and positioning block
ES2332550A1 (es) * 2007-05-21 2010-02-08 Servicios Ecologicos De Recursos Para El Campo, S.L. Proteccion guardarrail para accidente de moto.
US11162234B2 (en) * 2015-04-22 2021-11-02 Neusch Innovations, Lp Anti-ram passive vehicle barrier
US12037756B2 (en) 2015-04-22 2024-07-16 Neusch Innovations, Lp Post and beam vehicle barrier

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EP2759614B1 (de) 2013-01-25 2019-01-02 ThyssenKrupp Steel Europe AG Verfahren zum Erzeugen eines Stahlflachprodukts mit einem amorphen, teilamorphen oder feinkristallinen Gefüge und derart beschaffenes Stahlflachprodukt
CN110700145B (zh) * 2019-09-29 2020-10-27 吕宝龙 一种高速公路护栏
CN112900308B (zh) * 2021-01-31 2022-05-31 安徽达尔智能控制系统股份有限公司 一种用于高速施工路段的交通安全指示装置
CN112942194B (zh) * 2021-02-02 2022-04-01 阳江市源丰建设工程有限公司 一种具有消声防震功能的围护结构及其施工方法

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US2309041A (en) * 1940-07-17 1943-01-19 Clyde A Booker Tower support
US2536760A (en) * 1947-01-15 1951-01-02 United Steel Fabricators Inc Road guard
US2836476A (en) * 1957-03-06 1958-05-27 Carter George Collapsible and extensible table
US3314658A (en) * 1964-08-20 1967-04-18 Cornell Aeronautical Labor Inc Highway barrier
US3704861A (en) * 1971-05-28 1972-12-05 Arbed Roadway guard-rail assembly

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Publication number Priority date Publication date Assignee Title
US3332666A (en) * 1965-02-08 1967-07-25 Gray James Harvey Guard rail assembly

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2309041A (en) * 1940-07-17 1943-01-19 Clyde A Booker Tower support
US2536760A (en) * 1947-01-15 1951-01-02 United Steel Fabricators Inc Road guard
US2836476A (en) * 1957-03-06 1958-05-27 Carter George Collapsible and extensible table
US3314658A (en) * 1964-08-20 1967-04-18 Cornell Aeronautical Labor Inc Highway barrier
US3704861A (en) * 1971-05-28 1972-12-05 Arbed Roadway guard-rail assembly

Cited By (31)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3881697A (en) * 1972-10-21 1975-05-06 Arbed Roadside safety apparatus
US4047701A (en) * 1974-10-31 1977-09-13 Arbed - Acierles Reunies De Burbach-Eich-Dudelange S.A. End assembly for roadway guard rail
US4138093A (en) * 1977-05-18 1979-02-06 Meinzer Lester N Guard rail cell
US4220316A (en) * 1978-05-26 1980-09-02 Kabushiki Kaisha Naka Gijutsu Kenkyusho Top rail for use on railing construction
US4307973A (en) * 1979-01-23 1981-12-29 Arbed S.A. Road barrier
AT391724B (de) * 1983-06-13 1990-11-26 Burri Ag Leitplankentor
US5660375A (en) * 1993-11-01 1997-08-26 Freeman; John Composite guardrail post
US5507473A (en) * 1994-03-29 1996-04-16 Hammer's Inc. Guard rail post
US6168346B1 (en) 1997-07-14 2001-01-02 Ronald E. Ernsberger Spacer for supporting a guard rail on a post
US6758627B2 (en) 2000-11-15 2004-07-06 K.E.S.S. Inc. Guard rail support, attachment, and positioning spacer block
US6530560B2 (en) 2000-11-15 2003-03-11 K.E.S.S. Inc. Guardrail support, attachment, and positioning block
US20050158119A1 (en) * 2001-10-18 2005-07-21 Yodock Leo J.Iii Barrier device with foam interior
US20040096273A1 (en) * 2001-10-18 2004-05-20 Yodock Leo J. Barrier device with foam interior
US7547157B2 (en) 2001-10-18 2009-06-16 Yodock Iii Leo J Barrier device with foam interior
US20050047861A1 (en) * 2002-02-12 2005-03-03 Climente Jose Enrique De La Puerta Vehicle containment barrier
US20040079931A1 (en) * 2002-02-12 2004-04-29 Climente Jose Enrique De La Puerta Vehicle containment barrier
US7543369B2 (en) 2004-06-10 2009-06-09 Monroeville Industrial Moldings, Inc. Guardrail support members
US20050274939A1 (en) * 2004-06-10 2005-12-15 Monroeville Industrial Moldings, Inc. Guardrail support members
US20080245939A1 (en) * 2004-06-10 2008-10-09 Monroeville Industrial Moldings, Inc. Guardrail support members
US7478796B2 (en) 2004-06-10 2009-01-20 Monroeville Industrial Moldings, Inc. Guardrail support members
US7832713B2 (en) 2004-07-06 2010-11-16 K.E.S.S. Inc. Guard rail mounting block and guard rail system incorporating the same
US20080265231A1 (en) * 2004-07-06 2008-10-30 King David T Guard rail mounting block and guard rail system incorporating the same
US7798473B2 (en) 2004-07-06 2010-09-21 K.E.S.S., Inc. Guardrail support, attachment, and positioning block
US20080290334A1 (en) * 2004-07-06 2008-11-27 K.E.S.S., Inc. Guardrail support, attachment, and positioning block
US20070206990A1 (en) * 2006-03-03 2007-09-06 Yodock Iii Leo J Pivot unit for barrier devices
US7416364B2 (en) 2006-03-03 2008-08-26 Yodock Iii Leo J Pivot unit for barrier devices
US7537411B2 (en) 2007-05-18 2009-05-26 Yodock Jr Leo J End connector for barrier devices
US20080286041A1 (en) * 2007-05-18 2008-11-20 Yodock Jr Leo J End connector for barrier devices
ES2332550A1 (es) * 2007-05-21 2010-02-08 Servicios Ecologicos De Recursos Para El Campo, S.L. Proteccion guardarrail para accidente de moto.
US11162234B2 (en) * 2015-04-22 2021-11-02 Neusch Innovations, Lp Anti-ram passive vehicle barrier
US12037756B2 (en) 2015-04-22 2024-07-16 Neusch Innovations, Lp Post and beam vehicle barrier

Also Published As

Publication number Publication date
AU4770472A (en) 1974-04-26
CA975595A (en) 1975-10-07
AU468080B2 (pl) 1975-12-18
NO129158B (pl) 1974-03-04
GB1376370A (en) 1974-12-04
DE2158706A1 (de) 1973-05-03
BE789989A (pl) 1973-02-01
JPS559483B2 (pl) 1980-03-10
NL7213893A (pl) 1973-04-17
DE2158706B2 (de) 1974-03-28
FR2157419A5 (pl) 1973-06-01
SE371231B (pl) 1974-11-11
DK141124C (pl) 1980-07-21
AT322613B (de) 1975-05-26
CH553884A (de) 1974-09-13
NL178527C (nl) 1986-04-01
DK141124B (da) 1980-01-21
JPS4847141A (pl) 1973-07-04
IT966364B (it) 1974-02-11
ES407481A1 (es) 1976-02-01
DE2158706C3 (de) 1974-10-31
ZA727163B (en) 1973-06-27
NL178527B (nl) 1985-11-01
LU64085A1 (pl) 1973-05-03

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