EP3824141A2 - Système de barrière et procédé d'installation de système de barrière - Google Patents

Système de barrière et procédé d'installation de système de barrière

Info

Publication number
EP3824141A2
EP3824141A2 EP19837517.2A EP19837517A EP3824141A2 EP 3824141 A2 EP3824141 A2 EP 3824141A2 EP 19837517 A EP19837517 A EP 19837517A EP 3824141 A2 EP3824141 A2 EP 3824141A2
Authority
EP
European Patent Office
Prior art keywords
inches
barrier system
impact receiving
foundation cage
receiving post
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP19837517.2A
Other languages
German (de)
English (en)
Other versions
EP3824141A4 (fr
EP3824141B1 (fr
Inventor
Thomas Ustach
Fernando Fraga
Amanda Gene Meltzer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bunzl IP Holdings LLC
Original Assignee
McCue Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by McCue Corp filed Critical McCue Corp
Publication of EP3824141A2 publication Critical patent/EP3824141A2/fr
Publication of EP3824141A4 publication Critical patent/EP3824141A4/fr
Application granted granted Critical
Publication of EP3824141B1 publication Critical patent/EP3824141B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • E01F15/14—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 specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/145—Means for vehicle stopping using impact energy absorbers
    • E01F15/146—Means for vehicle stopping using impact energy absorbers fixed arrangements
    • 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
    • E01F13/00—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions
    • E01F13/12—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions for forcibly arresting or disabling vehicles, e.g. spiked mats
    • 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
    • E01F13/00—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions
    • 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
    • E01F15/003—Individual devices arranged in spaced relationship, e.g. buffer bollards
    • 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
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/658—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing
    • E01F9/673—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing for holding sign posts or the like
    • E01F9/685—Subsoil means, e.g. foundations

Definitions

  • the barrier system may include a damper coupled to the outer surface of the impact receiving post.
  • the damper may extend at least partially along a length of the post.
  • the damper may be comprised of an elastomeric material.
  • a barrier system comprises an impact receiving post having proximal end, a distal end, and a solid cross section, and a prefabricated foundation cage configured for installation in concrete beneath a surface and configured to receive the proximal end of the impact receiving post.
  • the s impact receiving post When installed in the concrete, the s impact receiving post may be configured to meet or exceed at least one of ASTM F3016, ASTM F3016M, ASTM F2656, ASTM F2656M, PAS 68, and IWA 14 standards.
  • Fig. 5 is a cross-sectional top plan view of the barrier system of Fig. 1 taken along a plane including line 5-5 of Fig. 3;
  • Fig. 6 is a cross-sectional top plan view of the barrier system of Fig. 1 taken along a plane including line 6-6 of Fig. 3;
  • the barrier system 100 may include a damper 126.
  • the damper 126 may be positioned between the core 124 and the cover 122.
  • the damper 126 may absorb at least some energy when the barrier system 100 is impacted by a vehicle (e.g, a vehicle weighing up to 5,000 pounds traveling under 5 miles per hour).
  • the damper 126 may be comprised of a resilient material such as rubber or elastomer (e.g, ethylene propylene diene terpolymer rubber).
  • the damper 126 may at least partially return toward its original shape after the barrier system 100 is impacted by an external object.
  • the damper 126 may couple to an outer surface of the core 124.
  • the barrier system 100 may include an opening 198 to receive the fastener 138.
  • at least one opening 198 extends through the cover 122, the damper 126, and partially into the core 124.
  • the opening 198 may be configured to receive the fastener 128, thereby coupling securing the core 124, damper 126 and cover 122 together.
  • the opening 198 may be at a distance d2o above the surface 114 of the ground.
  • the distance d2o may be about 2 inches, about 3 inches, about 4 inches or greater than about 4 inches.
  • the opening 198 may be positioned above a portion of the core 124 that experiences a maximum bending force when impacted by a vehicle.
  • At least one of the vertical rods 106 extends from the bottom of foundation cage 130 but does not extend completely to the top of foundation cage 130. At least two of the vertical rods 106 may be spaced at a distance of about 3 inches from each other.
  • the method may include positioning the core 124 within the recess 109 defined by the foundation cage 130.
  • the core 124 and the foundation cage 130 may be placed in the hole.
  • the method may include pouring in the substrate 112 (e.g, concrete having a strength of about 2,000 pounds per square inch to about 4,000 pounds per square inch).
  • an eye bolt (not shown) or other attachment is threaded into the tap hole 125 and the core 124 is picked up by the eye bolt (e.g, using a hoist, forklift, or backhoe). Gravity may bias the core 124 toward being plumb when the core 124 is picked up the eye bolt.
  • the foundation cage 330 may be configured to adjust the orientation of the upper layer 336 relative to the ground surface 310.
  • the foundation cage 330 may include leveling feet (not shown).
  • the leveling feet may be coupled to the bottom layer 338.
  • the leveling feet may contact the bottom of the hole.
  • the height of the leveling feet may be adjustable ( e.g via a threaded engagement) relative to the bottom layer 338.
  • the core 324 may extend through the top opening 348 and the bottom opening 350 such that the orientation of the core 324 is fixed relative to the bottom layer 338.
  • the leveling feet may adjust the orientation of the core 324 relative to the ground surface 310 as the leveling feet adjust the orientation of the bottom layer 338.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Foundations (AREA)
  • Piles And Underground Anchors (AREA)
  • Road Signs Or Road Markings (AREA)

Abstract

Un système de barrière peut comprendre un montant de réception d'impact ayant une section transversale solide. Le montant de réception d'impact peut être pliable et peut avoir une extrémité proximale et une extrémité distale. Une cage de fondation peut être couplée à l'extrémité proximale du montant de réception d'impact. La cage de fondation peut être configurée pour être installée sous une surface de sol.
EP19837517.2A 2018-07-17 2019-07-17 Système de barrière Active EP3824141B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US201862699633P 2018-07-17 2018-07-17
US201862732780P 2018-09-18 2018-09-18
PCT/US2019/042194 WO2020018661A2 (fr) 2018-07-17 2019-07-17 Système de barrière et procédé d'installation de système de barrière

Publications (3)

Publication Number Publication Date
EP3824141A2 true EP3824141A2 (fr) 2021-05-26
EP3824141A4 EP3824141A4 (fr) 2022-04-13
EP3824141B1 EP3824141B1 (fr) 2024-04-17

Family

ID=69164750

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19837517.2A Active EP3824141B1 (fr) 2018-07-17 2019-07-17 Système de barrière

Country Status (5)

Country Link
US (2) US20210292984A1 (fr)
EP (1) EP3824141B1 (fr)
CA (1) CA3106514A1 (fr)
MX (1) MX2021000428A (fr)
WO (1) WO2020018661A2 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD930189S1 (en) * 2019-07-17 2021-09-07 Mccue Corporation Bollard

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US3700045A (en) * 1971-04-26 1972-10-24 John G Coontz Tractor-mounted post hole digger
DE2251749A1 (de) * 1972-10-21 1974-05-02 Arbed Sicherheitsvorrichtung im strassenverkehr
DE2816487A1 (de) * 1978-04-15 1979-10-25 Arbed Sicherheitsvorrichtung im strassenverkehr
US4365451A (en) * 1980-01-08 1982-12-28 Nelson Lynn S Poured adobe building construction and method of forming same
US4878547A (en) * 1988-10-28 1989-11-07 Ingersoll-Rand Company Rock drilling apparatus
US5090348A (en) * 1991-03-26 1992-02-25 Hugron Denis P Traffic signalling post
US5158147A (en) * 1991-08-09 1992-10-27 Mobile Drilling Company, Inc. Auger cutter head
US5426267A (en) * 1992-11-05 1995-06-20 Underhill; George R. Highway and airport sound barriers
US6502649B1 (en) * 2000-10-16 2003-01-07 Strikemaster Corporation Ice auger cutting head
US20050039952A1 (en) * 2003-08-20 2005-02-24 Hill John L. Drilling apparatus, method, and system
US7179016B2 (en) * 2003-11-26 2007-02-20 Caminoverde Ii, L.L.P. Signpost formed of recycled material
WO2007001326A2 (fr) * 2004-07-26 2007-01-04 Adler, Richard, S. Systeme anti-compression et procede d'installation
US7779589B2 (en) * 2005-03-31 2010-08-24 Salman Mark T Post anchor/adapter system
US7980034B2 (en) * 2005-05-02 2011-07-19 Morton Buildings, Inc. Structural column with footing stilt background of the invention
US20070086858A1 (en) * 2005-10-18 2007-04-19 Secureusa, Inc. Shallow mounted fixed vehicle barrier device
US7472891B2 (en) * 2006-01-30 2009-01-06 Michael D. Schram Bollard assembly
US9347197B2 (en) * 2006-09-21 2016-05-24 Ahmed Phuly Foundation with slab, pedestal and ribs for columns and towers
US8056299B2 (en) * 2007-03-12 2011-11-15 Mack Industries, Inc. Foundation construction for superstructures
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US7901156B2 (en) * 2009-01-06 2011-03-08 Mccue Corporation Bollard having an impact absorption mechanism
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Also Published As

Publication number Publication date
WO2020018661A2 (fr) 2020-01-23
EP3824141A4 (fr) 2022-04-13
EP3824141B1 (fr) 2024-04-17
CA3106514A1 (fr) 2020-01-23
WO2020018661A3 (fr) 2020-02-13
MX2021000428A (es) 2021-08-11
US20220349137A1 (en) 2022-11-03
US20210292984A1 (en) 2021-09-23

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