WO2024018193A1 - Ensemble barrière de sécurité - Google Patents

Ensemble barrière de sécurité Download PDF

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Publication number
WO2024018193A1
WO2024018193A1 PCT/GB2023/051881 GB2023051881W WO2024018193A1 WO 2024018193 A1 WO2024018193 A1 WO 2024018193A1 GB 2023051881 W GB2023051881 W GB 2023051881W WO 2024018193 A1 WO2024018193 A1 WO 2024018193A1
Authority
WO
WIPO (PCT)
Prior art keywords
panel
cross
crash
fence assembly
barrier
Prior art date
Application number
PCT/GB2023/051881
Other languages
English (en)
Inventor
Wayne WOOLRIDGE
Adam SAVAGE
Original Assignee
Barkers Engineering Limited
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 Barkers Engineering Limited filed Critical Barkers Engineering Limited
Publication of WO2024018193A1 publication Critical patent/WO2024018193A1/fr

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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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
    • 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
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20—Posts therefor

Definitions

  • Embodiments of the present invention relate to crash fence assemblies.
  • fence assemblies are widely used to protect an area, building or otherwise. Many such assemblies will fail quite readily upon impact such as for instance by a motor vehicle driven at the fence. On such an impact with conventional fences, fence panels are often readily tom from adjacent uprights, the fence panels may collapse, and/or respective uprights may shear. With such impacts a very high localised force may occur on the fence, causing it to fail.
  • crash fence assembly The purpose of a crash fence assembly is to prevent the motor vehicle from completely penetrating the crash fence assembly without disabling the motor vehicle.
  • a previous effective design of crash fence assembly employs cross bars that are braced together by the fagade of the crash fence assembly. Therefore, the fagade must have significant structural strength in order for the crash fence assembly to function. Subsequent development of the previous design focussed on strengthening fagade elements and their respective connections to the cross bars.
  • a crash fence assembly including: first and second uprights locatable spaced from each other upstanding from the ground; and a first fence panel extendible between the first and second uprights, the first fence panel comprising: one or more barrier elements configured to define a barrier between the first and second uprights; a first cross-panel member configured to span between the first and second uprights; a first upstanding brace configured to be secured to the first cross-panel member at least a first span distance from the first upright to distribute impact load, wherein the first upstanding brace has a greater stiffness than the or each barrier element.
  • the first upstanding brace may be secured behind a rear of the barrier to brace the first cross-panel member.
  • the barrier does not have to contribute to the strength or brace the first cross-panel member.
  • the barrier may be a mesh panel.
  • the one or more barrier elements may be mesh wires or expanded mesh elements.
  • the crash fence assembly may comprise a second cross-panel member configured to span between the first and second uprights, and locatable at a different vertical height than the first cross-panel member.
  • the first upstanding brace may be configured to secure the first cross-panel member and the second cross-panel member to each other, to transfer impact load between the first and second cross-panel members.
  • the crash fence assembly may be configured to locate the first upstanding brace to extend substantially vertically.
  • the first upstanding brace may be configured to be suspended above the ground by the first and second cross-panel members.
  • the first upstanding brace may be configured to be suspended above a bottom edge of the barrier by the first and second cross-panel members.
  • a lower end of the first upstanding brace may terminate at the lower one of the first and second crosspanel members, above the ground/bottom edge of the barrier.
  • the crash fence assembly may comprise a second upstanding brace configured to be secured to one of or both of the first and second cross-panel members at least a second different span distance from the first upright to distribute impact load, wherein the second upstanding brace has a greater stiffness than the or each barrier element.
  • the second upstanding brace may be configured to secure the first cross-panel member and the second cross-panel member to each other, to transfer impact load between the first and second cross-panel members.
  • the crash fence assembly may be configured to locate the first and second upstanding braces to extend substantially parallel to each other in-use.
  • the crash fence assembly may be configured to locate the first and second upstanding braces to extend substantially vertically.
  • the crash fence assembly may be configured to locate the second upstanding brace adjacent the first upstanding brace in-use, separated from the first upstanding brace such that the second span distance is no less than X metres greater than the first span distance, where X is a value selected from the range 0.3 metres to 1 metre.
  • the crash fence assembly may comprise a third upstanding brace configured to be secured to one of or both of the first and second cross-panel members at least a third different span distance from the first upright to distribute impact load, different from the first and second span distances, wherein the third upstanding brace has a greater stiffness than the or each barrier element.
  • the crash fence assembly may be configured to locate the first, second, and third upstanding braces to extend substantially parallel to each other in-use.
  • the crash fence assembly may be configured to locate the first, second, and third upstanding braces to extend substantially vertically.
  • the crash fence assembly may be configured to locate the first, second, and third upstanding braces to be spaced at Y metre centres, wherein Y is a value selected from the range 0.3 metres to 1 metre.
  • the crash fence assembly may be configured to locate the first and second cross-panel members proximal to the ground and distal from tops of the first and second uprights, to absorb a vehicle impact.
  • the crash fence assembly may be configured to locate the first and second cross-panel members at a lower half of the first and second uprights, to absorb a vehicle impact.
  • the first and second cross-panel members and the first and second uprights together may be connectable via a plug-socket system configured to support the first and second cross-panel members.
  • the plug-socket system may be configured to permit sloping of the first and second cross-panel members relative to the first and second uprights, to follow sloping ground.
  • the plug-socket system may be defined by notches in each cross-panel member, and corresponding formations in the uprights engageable with the notches.
  • the formations may comprise edges of openings in the uprights.
  • the notches may be insertable through the openings and lowerable onto the edges of said openings to engage the edges with the notches.
  • the crash fence assembly may comprise a third cross-panel member configured to span between the first and second uprights, locatable at a different vertical height than the first and second cross-panel members.
  • the crash fence assembly may be configured to locate the first, second, and third cross-panel members to extend substantially parallel to each other in-use. They may extend substantially parallel to the ground.
  • the crash fence assembly may be configured to locate the third cross-panel member proximal to tops of the first and second uprights.
  • the crash fence assembly may be configured to locate the third cross-panel member at an upper half of the first and second uprights.
  • the third cross-panel member may be above the first and second cross-panel members.
  • a vertical separation between the first and second cross-panel members may be less than a vertical separation between the second and third cross-panel members.
  • the first upstanding brace may be configured to secure the first, second, and third cross-panel members to each other, to transfer impact load between the first, second, and third cross-panel members.
  • the second upstanding brace may be configured to secure the first, second, and third cross-panel members to each other, to transfer impact load between the first, second, and third cross-panel members.
  • the third upstanding brace may be configured to connect the first, second, and third cross-panel members to each other, to transfer impact load between the first, second, and third cross-panel members.
  • the barrier may be in the form of a barrier panel.
  • the barrier panel may be a mesh panel or other panel.
  • the first upright may comprise a barrier support to attach a first side of the barrier panel to the first upright.
  • the second upright may comprise a barrier support to attach a second side of the barrier panel to the second upright.
  • the or each barrier support may extend over more than 50% of an above- ground height of the first upright.
  • the or each barrier support may extend over more than 50% of a total height of the first upright.
  • Each barrier support may be in the form of an elongate panel bracket extending continuously along the respective upright and comprising a series of fixing points to receive fixings for securing the barrier panel.
  • the first upright may comprise a further barrier support to attach a second side of a barrier panel of an adjacent fence panel to the first upright.
  • the second upright may comprise a further barrier support to attach a first side of a barrier panel of another adjacent fence panel to the second upright.
  • the or each further barrier support may have the features of the barrier supports as defined above.
  • Openings may be provided in the first and second uprights.
  • Adjacent fence panels may be configured to be structurally interconnected, with a load path between the adjacent fence panels extending through the openings.
  • Crosspanel members of adjacent fence panels may be structurally interconnected.
  • a first interconnector may be configured to extend through the openings of the first upright to structurally interconnect one of the cross-panel members of the first fence panel with a corresponding cross-panel member of a first adjacent fence panel.
  • a second interconnector may be configured to extend through the openings of the second upright to structurally interconnect the one of the crosspanel members of the first fence panel with a corresponding cross-panel member of a second adjacent fence panel.
  • a first end of the first cross-panel member may be configured to terminate at the first upright.
  • the first interconnector may be configured to be secured at one end to the first cross-panel member and at the other end to an opposite crosspanel member of a different fence panel terminating at the first upright.
  • a second end of the first cross-panel member may be configured to terminate at the second upright.
  • the second interconnector may be configured to be secured at one end to the first cross-panel member and at the other end to an opposite cross-panel member of a different fence panel terminating at the second upright.
  • Interconnectors of the same type may be provided for each of the first, second, and optional third cross-panel members.
  • the crash fence assembly may comprise a first energy absorbing member engageable against the first upright if the first cross-panel member moves from a rest position.
  • the movement may comprise axial movement of the first crosspanel member.
  • the or each energy absorbing member may be in the form of a body of a resilient material that is more compressible than a material of the first upright.
  • the resilient material may comprise rubber.
  • the or each energy absorbing member may have a reducing cross-section shape, extending to a tip that is configured to impact the respective upright first.
  • the crash fence assembly may comprise a second energy absorbing member engageable against the second upright if the first cross-panel member moves from a rest position.
  • the crash fence assembly may comprise a third energy absorbing member engageable against the first upright if the first cross-panel member moves from the rest position in the opposite direction.
  • the crash fence assembly may comprise a fourth energy absorbing member engageable against the second upright if the first cross-panel member moves from a rest position in the opposite direction.
  • At least one energy absorbing member may be provided for each of the first, second, and optional third cross-panel members.
  • Sets of first to fourth energy absorbing members as defined above may be provided for each of the first, second, and optional third cross-panel members.
  • the crash fence assembly may comprise a first pair of energy absorbing members provided on each side of the first upright, a first of which is the first energy absorbing member, engageable against the first upright if the first crosspanel member moves from the rest position in a first direction, and wherein the second one of the first pair of energy absorbing members is engageable against the first upright if the first cross-panel member moves from the rest position in a second opposite direction.
  • the crash fence assembly may comprise a second pair of energy absorbing members provided on each side of the second upright, a first of which is the second energy absorbing member, engageable against the second upright if the first cross-panel member moves from the rest position in a first direction, and wherein the second one of the second pair of energy absorbing members is engageable against the second upright if the first cross-panel member moves from the rest position in a second opposite direction.
  • FIG. 1 illustrates a front elevation of an example crash fence assembly
  • FIG. 2 illustrates a detail view of a barrier panel of the crash fence assembly
  • FIG. 3 illustrates a rear elevation of a section of the crash fence assembly
  • FIG. 4 illustrates a rear perspective view of a connection between a fence panel and an upright of the crash fence assembly
  • FIG. 5 illustrates a front perspective detail view of a section of the upright
  • FIG. 6 illustrates a side elevation detail view of an opening in the upright
  • FIG. 7 illustrates a plan view of a connection between a barrier panel and the upright.
  • FIG. 1 and 3 show a crash fence assembly 10.
  • the crash fence assembly 10 comprises a plurality of uprights 12 to be mounted to the ground, for example by foundations 22, so as to extend upwardly therefrom.
  • the ground is defined herein as the top of the foundations 22 (e.g., concrete foundations) of the uprights 12 (or as the bottom of later-described element 21 A/21 B, if different).
  • the uprights 12 are spaced apart, and a respective fence panel 14 extends between each pair of uprights 12.
  • the crash fence assembly 10 shown in FIG. 1 comprises four uprights 12 and three corresponding fence panels 14. It is to be realised that a crash fence assembly of any required length and shape can be provided.
  • Each fence panel 14 comprises a barrier in the form of a rectangular barrier panel 17, defining a fagade. In other examples, the barrier can be other than a panel.
  • FIG. 2 shows a welded wire mesh fence, the barrier panel 17 comprising a plurality of barrier elements 16A, 16B in the form of wire strands.
  • the wire strands are welded together to form a mesh.
  • the wire strands may be formed from any appropriate high-modulus material such as steel.
  • Each wire strand has a small diameter such as less than 3 millimetres.
  • the mesh panel is woven, knitted, expanded, sintered, etched, or electroformed.
  • the barrier panel 17 is a solid non-structural sheet such as a wood or metal sheet.
  • the uprights 12 shown are vertical columns of a high-strength material such as steel.
  • the illustrated uprights 12 comprise upwardly extending hollow sections.
  • the hollow sections extend into concrete foundations 22.
  • each fence panel 14 can comprise a plurality of parallel cross-panel members 18 in the form of cross bars. Any appropriate high strength material may be used, such as steel. Each cross-panel member 18 spans between an adjacent pair of uprights 12. Three cross-panel members 18A, 18B, 18C are shown, each at a different vertical height.
  • the cross-panel members 18 can have a cross section with a limb pointing rearwardly and a limb pointing downwardly.
  • the illustrated cross section is an L-section.
  • a cross-panel member 18 can comprise a main member (e.g., L-section) and an additional reinforcing member attached thereto, such as a C-section channel.
  • the additional reinforcing member may be bolted to the rearward limb.
  • the additional reinforcing member can be omitted for lower strength implementations (e.g., vehicles up to 2.5 tonnes) and included for higher strength implementations (e.g., vehicles up to 7.5 tonnes).
  • the cross-panel members 18 are cables such as a steel/fibre rope.
  • the cross-panel members 18 extend substantially horizontally and are parallel to each other. However, if the ground slopes, the cross-panel members 18 may also slope to remain parallel with the ground and each other. This ensures that the cross-panel members 18 remain aligned with the bumper of an impacting motor vehicle.
  • Two of the cross-panel members 18A, 18B are positioned less than one metre above the ground. This ensures proper engagement with a motor vehicle.
  • the lower one 18A may be less than 0.5 metres above the ground.
  • the lower one 18A may be above the bottom of the barrier panel 17.
  • the top cross-panel member 18C can be positioned much higher to prevent the vehicle from over-riding the barrier and to ensure the capture of tall vehicles.
  • the illustrated top cross-panel member 18C is within one metre of the top of the uprights 12.
  • the top cross-panel member 18C may be below the top of the barrier panel 17.
  • the barrier panels 17 are mounted directly to the uprights 12 as best shown in FIGS. 3, 5, and 7 and described later. This enables the barrier panels 17 to be positioned independently of any of the members of the fence panels 14.
  • the barrier panels 17 are ‘floating’ with respect to the members of the fence panels 14. This improves security by making the barrier panel 17 hard to climb because it flexes.
  • barrier panels 17 Since the barrier panels 17 have fixed shapes, they cannot slope and instead will be stepped in series to follow sloped ground. By contrast, the cross-panel members 18 may slope. It is therefore convenient that the barrier panels 17 are mounted to the uprights 12 without being mounted cross-panel members 18, for sloping ground.
  • FIGS. 1 and 3 illustrate the members being a plurality of parallel upstanding braces 19 in the form of columns, securing the cross-panel members 18 to each other.
  • the braces 19 secure all of the cross-panel members 18 to each other.
  • Three braces 19A, 19B, 19C are shown.
  • the braces 19 transfer (spread) the impact load between the cross-panel members 18. This avoids high stress concentrations associated with the crosspanel member 18 closest to the localised impact force.
  • An absence of braces 19 could lead to the cross-panel members 18 deflecting over and under a motor vehicle and allowing the motor vehicle to pass through, or at least allowing greater penetration.
  • the braces 19 may extend substantially vertically as shown. Any appropriate high strength material can be used, such as steel.
  • the illustrated braces 19 are planar in cross-section. In the illustrated example, the braces 19 are flat bars orientated with their minor bending axes parallel to the barrier panels 17, to define a low profile and minimise the thickness of the fence panel 14. The braces 19 do not engage with the ground.
  • the illustrated braces 19 terminate at the lowest cross-panel member 18 and terminate at the highest cross-panel member 18. Therefore, the braces 19 are shorter than the height of the barrier panel 17, and are suspended by the cross-panel members 18 above ground level and the bottom edge of the barrier panel 17.
  • the braces 19 have significantly greater stiffness than each barrier element 16A, 16B (e.g., wire strand) of the barrier panel 17.
  • the braces 19 have greater rigidity than each barrier element 16A, 16B.
  • the braces 19 have a significantly greater cross-sectional area than each barrier element 16A, 16B, such as more than 5 or more than 10 or more than 20 or more than 30 times greater.
  • the braces 19 can have a lower stiffness, rigidity, and cross-sectional area than the cross-panel members 18, as less stiffness is needed to be an effective brace whereas the cross-panel members 18 receive the highest forces and should resist fracture.
  • the uprights 12 have greater stiffness, rigidity, and cross- sectional area than any of the members of the fence panel 14.
  • braces 19 are required to prevent the cross-panel members 18 from buckling around a motor vehicle.
  • the bracing of a fence panel 14 may consist of fewer than ten, or fewer than five of the braces 19. More than ten may be wasteful.
  • the braces 19 and cross-panel members 18 comprise fixing points such as apertures, enabling them to be connected to each other at specified points by fasteners such as bolts.
  • the illustrated braces 19 are evenly spaced at ‘X’ centres, wherein X is a value selected from the range 300 to 1000 mm, which is less than the width of a motor vehicle.
  • Each one-third span section of each cross-panel member 18 comprises a connection to one of the braces 19.
  • the braces 19A and 19C may be closer to their adjacent uprights 12 than the central brace 19B. This is to maintain equal distance between brace 19c and the next panels brace 19a.
  • the braces 19 and cross-panel members 18 are behind the barrier panel 17 (behind the plane(s) of the barrier elements 16A, 16B).
  • the braces 19 may be connected to the downward limbs of the cross-panel members 18.
  • the braces 19 may be between the barrier panel 17 and the cross-panel members 18, with an air gap between the barrier panel 17 and the braces 19.
  • the braces 19 are not connected to the barrier panel 17.
  • the barrier panel 17 connects to the uprights 12 via barrier supports in the form of brackets 21 .
  • Each upright 12 comprises a pair of the brackets 21 A, 21 B, facing each adjacent fence panel 14.
  • the brackets 21 extend as flanges/wings from the front face of the uprights 12.
  • the illustrated brackets 21 extend continuously from the ground (top of the concrete foundation 22) to a top end region of the uprights 12 (e.g., within ⁇ 10cm centimetres of the top).
  • each bracket 21 comprises a pair of parallel spaced-apart elongate members 33, 35 such as flat bars, wherein the side periphery of the barrier panel 17 is inserted into the gap between the elongate member 33, 35.
  • Each member 33, 35 comprises a series of fixing points 23, such as apertures, wherein the series are aligned enable fasteners such as bolts to interconnect the members 33, 35 extending through the barrier panel 17.
  • the bolts pass through the apertures 33, 35 of the members 33, 35 via the aligned apertures of the mesh, to anchor the mesh panel to the brackets 21 .
  • the brackets 21 hold the barrier panel 17 in front of the frontal plane of the upright 12, and in front of the members of the fence panel 14 with an air gap behind the barrier panel 17 to the members. This spacing, combined with the small mesh hole sizes, improves security to resist access by an angle grinder or other tool.
  • the barrier panel 17 extends behind the uprights 12.
  • openings 25 are provided on each side of each upright 12.
  • the uprights 12 are transparent for illustrative purposes, to see inside.
  • the openings 25 may be the same shape as the crosspanel members 18, such as L-shaped.
  • the upper limb of the openings 25 is of increased thickness relative to the remainder of the opening 25.
  • a notch 20 is provided on each cross-panel member 18 a short distance from the end thereof.
  • the notch 20 is formed on the bottom edge of the downward limb.
  • the notches 20 engage with the edge of the openings 25 in the uprights 12.
  • the ends of the cross-panel members 18 can be slid through the openings 25 and then lowered such that the notches 20 fully engage.
  • the ends of the cross-panel members 18 extend into, and terminate within, the hollow sections (uprights 12).
  • the cross-panel members 18 rest on the edges of the openings 25.
  • the cross-panel members 18 cannot be axially pulled out without raising the notches 20 from the openings 25.
  • the notches 20 and openings 25 together define a plug-socket system. This type of plug-socket system enables vertical rotation of the cross-panel members 18 into upwards and downwards sloped orientations, as required to remain parallel to the ground.
  • an interconnector 26 is provided extending between adjacent fence panels 14 at each location of a cross-panel member 18 meeting a respective upright 12.
  • the interconnector 26 connects to a structural member of each fence panel 14 to structurally interconnect (transfer impact forces between) the fence panels 14.
  • Each interconnector 26 is in the form of a length of flat bar aligned horizontally in use.
  • the interconnector 26 extends through the openings 25 in the uprights 12 above the cross-panel members 18, hence the upper limb of the openings 25 being of increased thickness.
  • the interconnector 26 is slidably movable through the respective openings 25 in the upright 12. Therefore, a cross-panel member 18 of a fence panel 14 that is buckled horizontally by a frontal impact will axially pull its neighbouring cross-panel members 18 of neighbouring fence panels 14.
  • energy absorbing members 28 are provided in the form of parabolic blocks of rubber, the tips facing the sides of the uprights 12. They are configured as shock absorbers. Each energy absorbing member 28 is mounted to an end section of a cross-panel member 18, and/or to an interconnector 26. Each upright 12 has two energy absorbing members 28 facing it, one to each side. The pair of energy absorbing members 28 are positioned with their tips facing towards each other, the upright 12 being positioned therebetween.
  • Each illustrated energy absorbing member 28 is mounted to a downwardly facing limb of an L-shaped further flat bar 30.
  • One limb of the flat bar 30 is mounted to the underside of the respective cross-panel member 18, and a downwardly facing limb at the end of the further bar 30 adjacent the upright 12 mounts the energy absorbing member 28.
  • the interconnected cross-panel members 18 move from a rest position through the upright 12 in either direction, one of the pair of opposing energy absorbing members 28 will strike the upright 12.
  • a resilient material such as rubber will dissipate energy.
  • a nylon donut could be mounted to a continuous wire rope acting as the cross-panel member.
  • a spring may be used as the energy absorbing member 28.
  • FIG. 4 also shows a top reinforcer in the form of a top bar 44, mountable on top of the interconnector 26.
  • Each end region of each interconnector 26 is layered between a top bar 44 and a respective cross-panel member 18.
  • the top bar 44 provides a plurality of fixing points 46 (apertures) which align with respective fixing points in the interconnector 26 and cross-panel member 18.
  • Fasteners such as bolts 46, extend through the apertures.
  • the use of multiple fixing points in series, each in a three-layer arrangement ensures a strong connection between the cross-panel members 18 and the interconnectors 26.
  • the same fasteners may also attach the bar 30 for the energy absorbing member 28.
  • Covers 48 are provided on the top ends of the bolts to prevent access thereto.
  • the interconnectors 26 can be installed during erection of a crash fence assembly 10, or alternatively the interconnectors 26 and energy absorbing members 28 can readily be retrofitted to existing crash fence assemblies. If a substantial impact is received anywhere on the fence assembly 10, this will put a stress on the respective fence panel 14. This will tend to break the notch 20 or part of the opening 25 in the upright 12 adjacent thereto, and thus permit the respective fence panel 14 to move to a certain degree relative to adjacent uprights 12, by sliding movement of the interconnector 26 through the uprights 12. The energy absorbing members 28 will collide with the uprights 12 and cause energy to be dissipated.
  • the invention therefore provides a crash fence assembly 10 with complete flexibility over what the fagade/barrier is made of.
  • the fagade does not have to contribute to the strength.
  • the interconnectors 26 and energy absorbing members 28 distinguish the crash fence assembly 10 from those in which the impact would be solely born at the point of impact, with a significant likelihood of failure of the crash fence assembly 10 at this point.
  • the impact energy will be absorbed along a length of the fencing and by the energy absorbing members 28, thereby tending to dissipate the energy with significantly less damage to the fencing.
  • the crash fence assembly may comprise a single cross-panel member.
  • the first upstanding brace may connect a mid-span position of the cross-panel member to an upright, in a diagonal manner.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Fencing (AREA)

Abstract

L'invention concerne un ensemble barrière de sécurité (10) qui comprend : des premier et second montants (12) pouvant être placés à distance l'un de l'autre à partir du sol ; et un premier panneau de clôture (14) extensible entre les premier et second montants (12), le premier panneau de clôture (14) comprenant : un ou plusieurs éléments de barrière (16A, 16B) conçus pour définir une barrière (17) entre les premier et second montants (12) ; un premier élément de panneau transversal (18) conçu pour s'étendre entre les premier et second montants (12) ; une première entretoise verticale (19) conçue pour être fixée au premier élément de panneau transversal (18) au moins une première distance d'envergure à partir du premier montant (12) pour distribuer une charge d'impact, la première entretoise verticale (19) ayant une rigidité supérieure à celle du ou de chaque élément de barrière (16A, 16B).
PCT/GB2023/051881 2022-07-19 2023-07-18 Ensemble barrière de sécurité WO2024018193A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB2210547.2A GB2622766A (en) 2022-07-19 2022-07-19 Crash fence assembly
GB2210547.2 2022-07-19

Publications (1)

Publication Number Publication Date
WO2024018193A1 true WO2024018193A1 (fr) 2024-01-25

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PCT/GB2023/051881 WO2024018193A1 (fr) 2022-07-19 2023-07-18 Ensemble barrière de sécurité

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GB (1) GB2622766A (fr)
WO (1) WO2024018193A1 (fr)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013021189A1 (fr) * 2011-08-05 2013-02-14 Hill & Smith Limited Barrière de sécurité
GB2519788A (en) * 2013-10-30 2015-05-06 Hill & Smith Ltd Safety Barrier
CN105839566A (zh) * 2016-05-19 2016-08-10 重庆博巨玻璃钢有限公司 玻璃钢防护栏的立柱以及防护栏
US20170101751A1 (en) * 2013-06-03 2017-04-13 Paul Luke Ditta Vehicle and personal barrier for construction site

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013021189A1 (fr) * 2011-08-05 2013-02-14 Hill & Smith Limited Barrière de sécurité
US20170101751A1 (en) * 2013-06-03 2017-04-13 Paul Luke Ditta Vehicle and personal barrier for construction site
GB2519788A (en) * 2013-10-30 2015-05-06 Hill & Smith Ltd Safety Barrier
CN105839566A (zh) * 2016-05-19 2016-08-10 重庆博巨玻璃钢有限公司 玻璃钢防护栏的立柱以及防护栏

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