WO2012059766A1 - Montant de borne - Google Patents

Montant de borne Download PDF

Info

Publication number
WO2012059766A1
WO2012059766A1 PCT/GB2011/052143 GB2011052143W WO2012059766A1 WO 2012059766 A1 WO2012059766 A1 WO 2012059766A1 GB 2011052143 W GB2011052143 W GB 2011052143W WO 2012059766 A1 WO2012059766 A1 WO 2012059766A1
Authority
WO
WIPO (PCT)
Prior art keywords
bollard
mounting
planar structure
thickness
length direction
Prior art date
Application number
PCT/GB2011/052143
Other languages
English (en)
Inventor
Kevin Stobbs
Original Assignee
Marshalls Mono 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 Marshalls Mono Limited filed Critical Marshalls Mono Limited
Priority to GB1307812.6A priority Critical patent/GB2498161B/en
Publication of WO2012059766A1 publication Critical patent/WO2012059766A1/fr

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
    • 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
    • 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
    • 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
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • 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
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2261—Mounting poles or posts to the holder on a flat base

Definitions

  • the invention relates to mountings, and particularly to mountings for bollards.
  • Bollards are well known, and are generally simply mounted by setting the foot of the bollard in concrete, and/or surrounding the foot of the bollard with paving.
  • bollards that can withstand considerable impact without overturning, for example to protect buildings or people from being hit by vehicles.
  • the bollard should remain in situ. It can be advantageous if, when damaged, the bollard remains a barrier, for instance by a part remaining substantially upright, so as to continue to provide some degree of protection. It is an object of some aspects of the present invention to attempt to overcome at least one of the above or other identified problems.
  • a mounting for a bollard has an area that is large in relation to a depth.
  • the bollard mounting comprises a planar structure having means to receive and secure a foot of the bollard, the planar structure being adapted to be set in a setting material such as concrete or like material, and the area of the planar structure being large in relation to the depth of the structure such that the structure can be placed in locations with little available excavation depth, while still providing substantial resistance to overturning of a bollard set in the structure.
  • the planar structure has a depth, that is a depth of the structure that is buried for instance the depth of a required trench, of less than 20% of the upstanding height of the mounted bollard.
  • the upstanding height of the mounted bollard is the distance the mounted bollard extends upwardly from a top of the planar structure. More suitably, the depth may be less than 19% or less than 18% of the upstanding height.
  • the planar structure includes a plurality of open pockets for being filled with the concrete or like material.
  • the pockets are open to the filling material when the bollard mounting is laid in a trench or the like.
  • the pockets may be open to a top of the bollard mounting.
  • One or more of the pockets may be open to adjacent pockets.
  • the planar structure is formed from a frame.
  • a metal frame may include an outer frame.
  • the outer frame may include at least two sides and at least one cross-linking member connecting said sides.
  • the cross-linking member including or being attached to the means to receive the foot of the bollard.
  • the frame may include reinforcing mesh for forming the open pockets.
  • the cross-linking is shown suitably as extending between the two sides in the length direction.
  • the planar structures of the exemplary embodiments are shown as being substantially rectangular, other shapes are envisaged, for example square, trapezoid, circular, oval, triangular, or other geometric shapes.
  • the planar structure has a length and width.
  • the length and width are the length and width of the shape.
  • the length and width are the maximum distance of extension of the planar structure in transverse directions.
  • the length is taken in the direction of an anticipated strike to the bollard and the width transverse to the length.
  • the planar structure may be sized so as to extend forwardly from the centre of the mounted bollard by a distance greater than 200% of the thickness of the mounted bollard. More suitably the forward projection in the length direction of the planar structure may be between 200% and 250% of the mounted bollard's thickness. In the exemplary embodiments, the planar structure may be sized so as to extend rearwardly from the centre of the mounted bollard by a distance greater than 200% of the thickness of the mounted bollard. More suitably the rearward extension of the planar structure may be between 200% and 600% of the mounted bollard's thickness.
  • each side extension of the planar structure that is the distance the planar structure extends in the width direction from a centre of the mounted bollard, may be more than 200% or more than 250% or more than 300% of the mounted bollard's thickness. More suitably, each side extension may extend between 200% and 350% of the mounted bollard's thickness. Preferably, each side extension is substantially equal. That is, the means to receive the mounted bollard may be arranged substantially centrally on the planar structure relative to the width direction.
  • the planar structure has an area given by the footprint of the planar structure, for instance the size of the trench that would need to be dug.
  • the area of the planar structure may be greater than 5000 times or greater than 5500 times larger than the depth of the structure. More suitably, the area of the planar structure may be between 5600 times and 7000 times greater than the depth. In one particular exemplary embodiment, the area is 6400 or 6600 times greater than the depth.
  • a bollard mounting system wherein a plurality of bollard mountings are connected together, either directly or by reinforcing bars.
  • Each bollard mounting maybe in accordance with previous embodiments and may be substantially identical to an adjacent bollard mounting or may be sized differently to an adjacent bollard mounting.
  • each planar structure may have the same or a different shape and may have the same or different orientation relative to the direction of an anticipated vehicular strike.
  • two bollard mountings may be connected in different orientations wherein a rectangular planar structure extending in a longitudinal direction of a first bollard mounting may be connected to another rectangular structure extending in a transverse direction of a second bollard mounting.
  • the means to receive a bollard of each of the bollard mountings may be left empty. That is a bollard may not be received.
  • the means for receiving the foot of the bollard comprise spaced apertures.
  • the spaced apertures are arranged substantially at a top and bottom of the planar structure.
  • the apertures include reinforcing bosses.
  • the means for receiving may be attached or formed integrally with the cross-linking.
  • a bollard system comprising a bollard mounting and a bollard.
  • the bollard mounting is as herein described and may also comprise a bollard mounting system.
  • the bollard may be provided separately or attached to the bollard mounting.
  • the bollard may be directly attached to the bollard mounting.
  • a method of installing a bollard mounting comprising excavating a trench for receiving the bollard mounting.
  • the bollard mounting is arranged within the excavated trench.
  • Pockets within a planar structure of a bollard mounting are filled with a setting material such as concrete.
  • a method of forming a bollard mounting comprises forming a frame having an outer frame member.
  • a cross-linking is connected between two spaced locations on the outer frame.
  • Means to receive a foot of a bollard is attached or formed with the cross-linking.
  • further pockets are formed between the outer frame by dividing the outer frame into further sections. For instance, in the exemplary embodiments, meshing is connected within the outer frame.
  • aspects of the embodiments include the bollard mounting being supplied and installed separately to the bollard as well as the bollard being pre-installed or connected at a point prior to the bollard mounting being finally installed. Furthermore, aspects of the embodiments cover the bollard mounting separate and independent to the setting material.
  • Figure 1 is a perspective view of one embodiment of a bollard mounting, showing a bollard mounted therein;
  • Figure 2 is a plan view of the mounting;
  • Figure 3 is a side view of the mounting
  • Figure 4 is a cross-sectional view on line A-A of Figure 2;
  • Figure 5 is a cross-sectional view showing region F of Figure 4 to a larger scale
  • Figure 6 is a perspective view of a second embodiment of a bollard mounting
  • Figure 7 is a plan view of the embodiment of the mounting shown in Figure 6
  • Figure 8 is an end view of the mounting of Figure 6
  • Figure 9 is a cross-sectional view on line A-A of Figure 7;
  • Figure 10 is a cross-sectional view showing region F of Figure 9 to a larger scale; and Figures 1 1 to 14 show various stages in the installation of bollard mountings.
  • the mounting shown in Figure 1 comprises a planar structure comprising essentially a rectangular frame constructed by welding together steel side beams 10 and steel end beams 1 1 , a cross-linking 12, and reinforcing mesh 13.
  • the cross-linking 12 and reinforcing mesh 13 forms pockets or spaces for being filled by the setting material such as concrete.
  • the cross-linking 12 comprises an upper plate 14 and a lower plate 15.
  • a means to secure a foot of a bollard is attached to the cross-linking.
  • the means is suitably shown as a hole within each plate to receive the foot of a bollard 16 which is welded into position.
  • the means to secure the foot of the bollard further suitably includes the plate 14 having a substantial reinforcement boss 17 and the lower plate 15 having a slightly smaller reinforcement boss 18.
  • the foot of the bollard may be a tight fit within the bosses. It is important that the connection is such that the bollard is resistant to shearing off.
  • the mounting In use the mounting is laid in position and is then imbedded in a setting material such as concrete.
  • the concrete fills the spacing within the frame and the reinforcing mesh 13 reinforces the concrete.
  • the mounting lies in a plane which extends over a substantial area the mounting provides strong resistance to the bollard being toppled over, even if struck forcibly by a vehicle.
  • the ballast affect of the planar structure is given substantially by the setting material. Consequently, the frame of the planar structure can be easily handled and arranged in position, for example, the precise location and exact setting of the bollard can be fine tuned easily.
  • the ballast of the setting material being added once in place.
  • Figures 6 to 10 show a similar mounting, but with somewhat smaller dimensions.
  • the width of both planar structures is approximately 1.15m.
  • the length of the larger structure is approximately 1.35m whereas the smaller mounting has a length of approximately 0.75m.
  • the frames forming the planar structure may suitably be formed from universal I beam having a height of approximately 0.15m, where the height of the beam is approximately equal to the depth of the structure.
  • the bollard may be any suitable size, shape or construction, but is shown suitably as a tube or cylinder.
  • the diameter of the bollard may be approximately 0.168m. When a circular or square cross sectional bollard is used, the thickness of the bollard in the length and width is substantially the same and taken as a measurement between the maximum extents.
  • the bollard may have a thickness in a length and width direction which are different, for instance if the bollard has a rectangular cross section.
  • Figures 1 1 to 14 show various stages in the installation of an embodiment of a mounting 20 for a bollard 21 , the foot of the bollard being welded to the bosses 17 and 18, which are not actually visible in Figure 1 1 to 14.
  • the mounting 20 is placed in a shallow trench as shown in Figure 1 1.
  • Figure 12 shows the mounting 20 in its final position, to a larger scale.
  • the installation shown in the figures may be used to support three bollards and so at either end of the mounting 20, which is a smaller dimension mounting as shown in Figures 6 to 10, there are two more mountings 22 and 23, each of these being the larger version shown in Figures 1 to 5.
  • the three mountings are connected together by reinforcing bars 24.
  • the components, such as the reinforcing bars 24, which are used to interconnect the mountings, will be chosen dependent upon the impact anticipated in relation to the use to which any particular installation is to be put.
  • the mountings 22 and 23 may be left free of bollards, and may simply be placed in position to provide greater resistance to movement of the mounting 20 if the bollard 21 receives an impact
  • Figure 13 shows concrete being poured around and over the mountings to fill the trench, and the hollows within the mountings.
  • Figure 14 shows the poured concrete being smoothed over.
  • the concrete can either provide the finished surface, or paving or other surface material can be applied over the top of the planar structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Fencing (AREA)

Abstract

L'invention concerne un montant pour une borne, comprenant une structure plane comportant des moyens pour recevoir et fixer le pied de la borne, laquelle structure plane est conçue pour être placée dans du béton ou un matériau similaire, tandis que la surface de la structure plane est importante par rapport à la profondeur de la structure de sorte que la structure puisse être disposée dans des endroits présentant une faible profondeur d'excavation disponible, ceci tout en offrant une résistance importante au retournement d'une borne disposée dans cette structure.
PCT/GB2011/052143 2010-11-04 2011-11-04 Montant de borne WO2012059766A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1307812.6A GB2498161B (en) 2010-11-04 2011-11-04 Bollard mounting

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB1018617.9 2010-11-04
GBGB1018617.9A GB201018617D0 (en) 2010-11-04 2010-11-04 Mountings

Publications (1)

Publication Number Publication Date
WO2012059766A1 true WO2012059766A1 (fr) 2012-05-10

Family

ID=43414336

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB2011/052143 WO2012059766A1 (fr) 2010-11-04 2011-11-04 Montant de borne

Country Status (2)

Country Link
GB (3) GB201018617D0 (fr)
WO (1) WO2012059766A1 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102926341A (zh) * 2012-11-28 2013-02-13 中国建筑股份有限公司 深基础固定式防撞柱系统及其施工方法
CN102926342A (zh) * 2012-11-28 2013-02-13 中国建筑股份有限公司 浅基础固定式防撞柱系统及其施工方法
WO2020082132A1 (fr) * 2018-10-24 2020-04-30 Saferoads Pty Ltd Ensemble borne de protection
KR20210003467A (ko) * 2019-07-02 2021-01-12 주식회사 싸이베리어 저심도 볼라드 조립체
WO2021150705A1 (fr) * 2020-01-22 2021-07-29 Mccue Corporation Système de barrière et procédé d'installation de système de barrière
US11427976B2 (en) 2018-07-17 2022-08-30 Mccue Corporation Barrier system and barrier system installation method
USD976442S1 (en) 2019-07-17 2023-01-24 Mccue Corporation Bollard

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2487582B (en) 2011-01-28 2016-08-24 Atg Access Ltd Bollards
GB2487581A (en) 2011-01-28 2012-08-01 Atg Access Ltd Surface mounted bollard for use as a vehicle impact barrier
WO2012101451A1 (fr) 2011-01-28 2012-08-02 Atg Access Ltd Améliorations relatives à des bornes obstacles
GB2489516A (en) 2011-03-31 2012-10-03 Atg Access Ltd Telescopic bollard
GB2491197A (en) 2011-05-27 2012-11-28 Atg Access Ltd Bollard for use as vehicle impact barrier
GB2532893B (en) 2011-08-01 2016-08-10 Atg Access Ltd Improvements in and relating to barriers
US9683340B2 (en) 2013-08-13 2017-06-20 The Uab Research Foundation Systems and methods for supporting bollards
GB2562059B (en) 2017-05-02 2020-08-12 Atg Access Ltd Improvements in and relating to barriers
EP3623531A1 (fr) * 2018-09-12 2020-03-18 Veksø A/S Dispositif de protection contre le terrorisme et agencement de protection
GB2582789B (en) * 2019-04-02 2022-02-23 Marshalls Mono Ltd Mounting assembly
GB2591428B (en) * 2019-08-29 2022-04-20 Atg Access Ltd Barriers
US10988903B1 (en) 2019-12-17 2021-04-27 Neusch Innovations, Lp Shallow mount bollard
GB2590688A (en) * 2019-12-24 2021-07-07 Atg Access Ltd Improvements in and relating to bollards and barriers
GB2595457B (en) * 2020-05-25 2023-11-22 Stone Mark A system for hostile vehicle mitigation with shallow-footing arrangement
GB2600120B (en) * 2020-10-21 2023-05-03 Andrew Stone Mark Vehicle security barrier and system for hostile vehicle mitigation
GB2603197A (en) * 2021-02-01 2022-08-03 Gme Springs Ltd Security Bollard System, Installation and Method
US11578468B1 (en) * 2022-06-02 2023-02-14 Reliance Foundary Anti-ram crash-rated bollard

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Publication number Priority date Publication date Assignee Title
JP2001295298A (ja) * 2000-04-13 2001-10-26 Ichiro Abe 柱状構造物用基礎とその施工方法
WO2007001326A2 (fr) * 2004-07-26 2007-01-04 Adler, Richard, S. Systeme anti-compression et procede d'installation
US20080112756A1 (en) * 2006-11-09 2008-05-15 Tarek Ahmed Omar Fixed bollard system

Family Cites Families (5)

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US7775738B2 (en) * 2004-10-22 2010-08-17 Darcy Daniel T Vehicle barrier system
US20070086858A1 (en) * 2005-10-18 2007-04-19 Secureusa, Inc. Shallow mounted fixed vehicle barrier device
US20090035061A1 (en) * 2006-02-07 2009-02-05 John Edwin Crawford Removable Bollard System and Method of Installation
WO2007091977A1 (fr) * 2006-02-07 2007-08-16 K & C Protective Technologies Pte Ltd systeme de bollards et procede de montage
US7607856B2 (en) * 2006-08-13 2009-10-27 Niraj Patel Shallow bollard

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001295298A (ja) * 2000-04-13 2001-10-26 Ichiro Abe 柱状構造物用基礎とその施工方法
WO2007001326A2 (fr) * 2004-07-26 2007-01-04 Adler, Richard, S. Systeme anti-compression et procede d'installation
US20080112756A1 (en) * 2006-11-09 2008-05-15 Tarek Ahmed Omar Fixed bollard system

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102926341A (zh) * 2012-11-28 2013-02-13 中国建筑股份有限公司 深基础固定式防撞柱系统及其施工方法
CN102926342A (zh) * 2012-11-28 2013-02-13 中国建筑股份有限公司 浅基础固定式防撞柱系统及其施工方法
US11427976B2 (en) 2018-07-17 2022-08-30 Mccue Corporation Barrier system and barrier system installation method
WO2020082132A1 (fr) * 2018-10-24 2020-04-30 Saferoads Pty Ltd Ensemble borne de protection
KR20210003467A (ko) * 2019-07-02 2021-01-12 주식회사 싸이베리어 저심도 볼라드 조립체
KR102240889B1 (ko) * 2019-07-02 2021-04-15 주식회사 싸이베리어 저심도 볼라드 조립체
USD976442S1 (en) 2019-07-17 2023-01-24 Mccue Corporation Bollard
USD976443S1 (en) 2019-07-17 2023-01-24 Mccue Corporation Bollard
WO2021150705A1 (fr) * 2020-01-22 2021-07-29 Mccue Corporation Système de barrière et procédé d'installation de système de barrière

Also Published As

Publication number Publication date
GB201018617D0 (en) 2010-12-22
GB2498161B (en) 2017-05-10
GB201307812D0 (en) 2013-06-12
GB2498161A (en) 2013-07-03
GB201119049D0 (en) 2011-12-14
GB2485278A (en) 2012-05-09

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