AU2003285995A1 - Over-height vehicle barriers - Google Patents

Over-height vehicle barriers Download PDF

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Publication number
AU2003285995A1
AU2003285995A1 AU2003285995A AU2003285995A AU2003285995A1 AU 2003285995 A1 AU2003285995 A1 AU 2003285995A1 AU 2003285995 A AU2003285995 A AU 2003285995A AU 2003285995 A AU2003285995 A AU 2003285995A AU 2003285995 A1 AU2003285995 A1 AU 2003285995A1
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AU
Australia
Prior art keywords
members
over
vehicle
height
barrier
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.)
Abandoned
Application number
AU2003285995A
Inventor
Bill Corker
John Howell
Garry Whytcross
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.)
Transurban Ltd
Original Assignee
Transurban Ltd
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
Priority claimed from AU2002953249A external-priority patent/AU2002953249A0/en
Application filed by Transurban Ltd filed Critical Transurban Ltd
Priority to AU2003285995A priority Critical patent/AU2003285995A1/en
Publication of AU2003285995A1 publication Critical patent/AU2003285995A1/en
Abandoned legal-status Critical Current

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Description

WO 2004/053234 PCT/AU2003/001648 OVER-HEIGHT VEHICLE BARRIERS The present invention relates to over-height vehicle barriers for installation in advance of a road tunnel, a bridge or other structure where vehicle height limitations apply. 5 It is common practice to install on a roadway in advance of a tunnel, a bridge, or other structure where a height limitation applies, a over-height barrier which will be contacted by an over-height vehicle before the vehicle actually reaches the height restricted zone of the tunnel, bridge or other structure. One prior form of over-height vehicle barrier consists of a heavy beam rigidly 10 mounted, the objective of the beam being to physically stop the over-height vehicle before it comes into contact with the structure being protected. This is not particularly satisfactory as engagement with the beam can result in part of an over-height load being dislodged into the path of other vehicles and also engagement with the beam may cause the vehicle to stop very suddenly, also presenting a danger to following vehicles and vehicles 15 in adjacent lanes. When the beam is struck, its supporting structure will be subject to substantial impact loading; as, sometimes, such beams are mounted directly to a bridge or tunnel entrance, some damage may still result to the structure intended to be protected. A variation of the fixed rigid beam over-height barrier is a sliding beam barrier consisting of a heavy beam mounted on rails which enable the beam to be pushed in the 20 direction of traffic flow by an over-height vehicle. The vertical clearance between the rails and the road increases so that as the beam is pushed further along the rails the extent of interference is diminished. However if the vehicle is higher than the beam clearance at the far end of its travel, the results will be similar to those experienced using the fixed rigid beam as discussed above. In addition, due to the weight of the beam it is still possible for 25 the beam to dislodge part of the vehicle's load into the path of other vehicles. Another prior form of over-height barrier comprises a heavy beam or weights suspended by chains or cables from a supporting structure. This is also unsatisfactory in some situations, as there is a risk that part of the load might become entangled within the chains or cables if the load is excessively high as may arise with a carrier for earth 30 working machinery having a long boom arm which can extend to a substantial height even when parked for transportation. This may result in parts of the barrier including its supporting structure being damaged or dislodged. Also, again, due to the weight of the WO 2004/053234 PCT/AU2003/001648 -2 barrier, part of the over-height load of the vehicle may become dislodged into the path of other vehicles. According to the present invention there is provided an over-height vehicle barrier, said barrier having a series of over-height vehicle engaging members mounted in closely 5 spaced relationship on a supporting beam mounted above a carriageway such that each member hangs beneath the beam for possible engagement by an over-height vehicle, each member being pivotally mounted to the beam at an upper end portion thereof such that each member can pivot about the axis of the beam independently of the other members when struck by an over-height vehicle, and a further beam spaced from the supporting 10 beam to be engaged by said members pivoting about the supporting beam when struck by an over-height vehicle and to thereby cause the members to pivot in a return direction, engagement of said members by a vehicle generating a warning noise to alert the driver of the vehicle. In a preferred embodiment of the invention each of the engaging members is in the 15 form of a blade with substantially flat parallel sides, the blade preferably being of downwardly tapering profile when viewed from the side. Advantageously the supporting beam is of circular cross section to provide a direct pivotal mounting for each blade. The blades are each of a semi-rigid structure capable of deforming upon impact to 20 absorb energy. In one preferred form, the blades are composed of polyurethane. The further beam against which the blades impact is preferably a gantry beam from which the supporting beam is rigidly mounted so that the supporting beam lies beneath the gantry beam. The gantry beam is preferably a tube of circular section so that when impacted by the pivoting blades the gantry beam will generate a loud resonant noise. 25 Further according to the invention there is provided an over-height vehicle barrier, said barrier having a series of over-height vehicle engaging members mounted in closely spaced relationship on a supporting beam mounted above a carriageway such that each member hangs beneath the beam for possible engagement by an over-height vehicle, each member being mounted to the beam at an upper end portion thereof by a rotary bearing 30 arrangement such that each member can swing about the axis of the beam independently of the other members when struck by an over-height vehicle, and a further beam spaced above the supporting beam to be engaged by said members swinging about the supporting WO 2004/053234 PCT/AU2003/001648 -3 beam when struck by an over-height vehicle and to thereby cause the members to swing in a return direction, engagement of said members by a vehicle generating a warning noise to alert the driver of the vehicle. Still further according to the invention there is provided an over-height vehicle 5 barrier, said barrier having a series of over-height vehicle engaging members mounted in closely-spaced relationship on a supporting beam of circular cross-section mounted above a carriageway such that each member hangs beneath the beam for possible engagement by an over-height vehicle, each member being mounted to the beam by a rotary bearing at an upper end portion of the member such that each member can swing about the axis of the 10 beam independently of the other members when struck by an over-height vehicle, and means spaced from the supporting beam to be engaged by said members swinging about the supporting beam when struck by an over-height vehicle and to thereby cause the members to swing in a return direction, each said member being composed of a material which is resiliently deformable when struck by an over-height vehicle to absorb energy 15 upon impact, engagement of said members by a vehicle generating a warning noise to alert the driver of the vehicle. Still further according to the invention there is provided an over-height vehicle barrier, said barrier having a supporting beam mounted above a carriageway, multiple blade-like members rotatably mounted to the supporting beam such that the blade-like 20 members are suspended downwardly from the beam with the members being arranged in parallel relationship in close proximity one to another with a leading edge of each member facing oncoming traffic on the carriageway for possible engagement by an over-height vehicle such that each blade-like member can rotate about the axis of the beam independently of the other members when struck by an over-height vehicle, and means 25 engageable by the rotating members when struck by a vehicle to limit the extent of rotation about the axis of the beam and to thereby cause the members to rotate in a return direction, each said member being composed of a material which is resiliently deformnable when struck by an over-height vehicle to absorb energy upon impact, engagement of said members by a vehicle generating a warning noise to alert the driver of the vehicle. 30 An embodiment of the invention will now be described by way of example only with reference to the accompanying drawings in which: Figure 1 shows schematically an over-height vehicle barrier installed above a WO 2004/053234 PCT/AU2003/001648 -4 carriageway; Figure 2 is a front view to an enlarged scale showing part of the structure of the barrier including supporting beam, pivotal or swinging blades mounted from the supporting beam, and a gantry beam which carries the supporting beam; 5 Figure 3 is a side view showing the gantry beam and hanger plates by which the supporting beam is mounted from the gantry beam; and Figure 4 is a side view to a further enlarged scale showing one of the blades. The over-height vehicle barrier in accordance with the preferred embodiment of the invention comprises a series of separate blades 2 mounted in closely-spaced relationship 10 along the length of a supporting beam 4 (see Figure 2) in such a marmner as to enable the blades 2 individually to freely pivot or swing about the axis of the supporting beam 4. For this purpose, in the preferred embodiment, the supporting beam 4 consists of a rigid metal tube of circular cross section on which each blade 2 is rotatably mounted by a suitable bearing arrangement 6 within the upper end portion of the blade 2 and through which the 15 tube extends. The supporting beam 4 itself is carried from a gantry beam 8 by hanger plates or struts 10 welded to the gantry beam 8 and extending downwardly from the gantry beam 8 so that supporting beam 4 is located beneath the gantry beam 8 and is vertically spaced therefrom. The depth of the supporting beam 4 beneath the gantry beam 8 is such that the presence of the gantry beam 8 inhibits complete rotation of the blades 2 about the 20 supporting beam 4 for reasons to be described subsequently. The gantry beam 8 is itself preferably also a tubular beam of circular cross section. In the particular configuration shown in Figure 1, only some of the lanes of the carriageway require over-height protection and the beam 4 with blades 2 is only positioned above those lanes, whereas the gantry beam 8 spans the entire carriageway and is 25 supported at each end by posts 12. Other supporting structure for the gantry beam 8 can alternatively be provided and it will be understood that the actual configuration of the beam 4 with blades 2 in relation to the carriageway will be determined by the over-height protection to be provided on a site-by-site basis. Each of the blades 2 is of a constant width when viewed from the front of the 30 barrier (see Figures 1 and 2) with flat parallel sides and tapers towards its lower end when viewed from the side as shown in Figure 4, with the leading edge of each blade facing in the direction of the oncoming traffic. Preferably the blades are formed of a semi-rigid WO 2004/053234 PCT/AU2003/001648 -5 plastics material such as polyurethane with a structure which enables the blade to deform and absorb energy when struck by an over-height part of a vehicle travelling through the barrier. Each blade 2 has a substantial length, for example between 1.3 and 1.5 metres so as 5 to provide a substantial projection beneath the supporting beam 4. Accordingly, the beam 4 can be mounted at such a height above the carriageway that the likelihood of that beam being struck even by a load which is excessively over-height is extremely small. As discussed above, each blade 2 is of substantially constant width when viewed from the front of the barrier and the blades 2 are mounted in closely spaced relationship 10 along the length of the beam 4, being separated for example by washers 14. Accordingly, when viewed by the driver of an approaching vehicle, the array of closely spaced blades 2 itself gives the appearance of a solid beam and this sense can be increased by differently colouring adjacent groups of blades in contrasting colours, typically black and yellow, to give the impression of vertical warning stripes along the length of the seemingly solid 15 beam as shown in Figure 1. In the event that the barrier is struck by an over-height vehicle, which could be travelling at speeds up to 80 km/hr, the leading edges of those blades 2 engaged by the over-height part of the vehicle will be struck with a high impact force and will swing upwardly around the supporting beam 4 at relatively high velocity to engage the rear side 20 of the gantry beam 8. Upon engagement with the gantry beam 8, the blades 2 will be deflected downwardly in the reverse direction. The actions which have just been described will typically take place within a fraction of a second. If the over-height part is of sufficient length the blades may be re-engaged and swung against the gantry beam 8 one or more further times. The initial impact of the vehicle with the blades 2 will generate 25 noise as will any subsequent impact following deflection by the gantry beam 8. The gantry beam 8 itself, being hollow, will also generate substantial noise when struck by the swinging blades 2. Accordingly, engagement of the vehicle with the blades 2 will create a significant impact noise which should suggest to the driver that significant impact damage may have arisen thereby inducing the driver to stop. However, due to the semi-rigid nature 30 of the structure of the blades 2 and the mounting of the blades 2 on the supporting beam 4 for free pivotal movement, engagement of the blades 2 by the vehicle will be unlikely to dislodge part of its load into the path of other vehicles even if the over-height p art causes WO 2004/053234 PCT/AU2003/001648 -6 several return impacts on the blades 2. Moreover the barrier, although providing a very loud and distinct warning which should induce the driver to stop, will not actually stop the vehicle itself with consequential risk of collision with other vehicles. When the vehicle has stopped beyond the barrier, it is then able to be reversed back through the barrier, with 5 the blades 2 then being pivoted upon engagement with the over-height part in the reverse direction to permit passage of the vehicle. Under these conditions the vehicle will be travelling quite slowly and engagement of the blades with the over-height part will simply allow the blades to lift and allow passage of the vehicle. The barrier described also permits the passage of authorised over-height vehicles to 10 pass through the barrier under permitted and controlled conditions. Although the configuration just described particularly convenient and is effective and is the preferred configuration, nevertheless in alternative configurations, the swinging blades, instead of engaging a gantry beam which limits their rotation and causes movement in the return direction, the blades could alternatively engage other structure having a 15 similar function, for example a tensioned cable. Although the tensioned cable will not generate the resonant noise which would be typical of a hollow metal beam when struck, nevertheless significant noise will still be generated by impact of the vehicle with the blades both initially and on their return movement. The blades must be of robust construction to withstand repeated impact with 20 vehicles while being capable of deflection to absorb energy upon impact. The blades should also be of relatively light weight to reduce centrifugal and inertial forces on impact to prevent dislodging of part of the load and also to prevent damage to the supporting structure. Blades constructed principally from polyurethane are suitable for this purpose. The bearing arrangement 6 and associated structure incorporated into the upper part of the 25 blade 2 as an integral part during manufacture is such as to permit the blades 2 individually to be removed and replaced on the supporting beam 4 with the beam 4 remaining in situ. The embodiment has been described by way of example and modifications are possible within the scope of the invention.

Claims (14)

1. An over-height vehicle barrier, said barrier having a series of over-height vehicle engaging members mounted in closely-spaced relationship on a supporting beanm mounted above a carriageway such that each member hangs beneath the beam for possible engagement by an over-height vehicle, each member being pivotally mounted to the beam at an upper end portion thereof such that each member can pivot about the axis of the beam independently of the other members when struck by an over-height vehicle, and a further beam spaced from the supporting beam to be engaged by said members pivoting about the supporting beam when struck by an over-height vehicle and to thereby cause the members to pivot in a return direction, engagement of said members by a vehicle generating a warning noise to alert the driver of the vehicle.
2. A barrier according to claim 1, wherein each of the engaging members is in the form of a blade with substantially flat parallel sides and having a leading edge facing the oncoming traffic.
3. A barrier according to claim 2, wherein each blade is of downwardly tapering profile when viewed from the side.
4. A barrier according to claim 2 or claim 3, wherein the supporting beam is of circular cross section to provide a direct pivotal mounting for each blade.
5. A barrier according to any one of claims 2 to 4, wherein the blades are each of a semi-rigid structure capable of deforming upon impact to absorb energy.
6. A barrier according to claim 5, wherein the blades are composed principally of polyurethane.
7. A barrier according to any one of claims 1 to 6, wherein the further beam against which the members impact is a gantry beam from which the supporting beam is rigidly WO 2004/053234 PCT/AU2003/001648 -8 mounted so that the supporting beam lies beneath the gantry beam.
8. A barrier according to claim 7, wherein the gantry beam is a tube of circular section so that when impacted by the pivoting members the gantry beam will generate a loud resonant noise.
9. A barrier according to any one of claims 1 to 6, wherein said further beam is a tube of circular section so that when impacted by the pivoting members, the gantry beam will generate a loud resonant noise.
10. An over-height vehicle barrier, said barrier having a series of over-height vehicle engaging members mounted in closely-spaced relationship on a supporting beam mounted above a carriageway such that each member hangs beneath the beam for possible engagement by an over-height vehicle, each member being mounted to the beam at an upper end portion thereof by a rotary bearing arrangement such that each member can swing about the axis of the beam independently of the other members when struck by an over-height vehicle, and a further beam spaced above the supporting beam to be engaged by said members swinging about the supporting beam when struck by an over-height vehicle and to thereby cause the members to swing in a return direction, engagement of said members by a vehicle generating a warning noise to alert the driver of the vehicle.
11. An over-height vehicle barrier, said barrier having a series of over-height vehicle engaging members mounted in closely-spaced relationship on a supporting beam of circular cross-section mounted above a carriageway such that each member hangs beneath the beam for possible engagement by an over-height vehicle, each member being mounted to the beam by a rotary bearing at an upper end portion of the member such that each member can swing about the axis of the beam independently of the other members when struck by an over-height vehicle, and means spaced from the supporting beam to be engaged by said members swinging about the supporting beam when struck by an over-height vehicle and to thereby cause the members to swing in a return direction, each said member being composed of a material which is resiliently deformable when struck by an over-height vehicle to absorb WO 2004/053234 PCT/AU2003/001648 -9 energy upon impact, engagement of said members by a vehicle generating a warning noise to alert the driver of the vehicle.
12. A barrier according to claim 10 or claim 11, wherein each of the engaging members is in the form of a blade with substantially flat parallel sides and having a leading edge facing the oncoming traffic.
13. An over-height vehicle barrier, said barrier having a supporting beam mounted above a carriageway, multiple blade-like members rotatably mounted to the supporting beam such that the blade-like members are suspended downwardly from the beam with the members being arranged in parallel relationship in close proximity one to another with a leading edge of each member facing oncoming traffic on the carriageway for possible engagement by an over-height vehicle such that each member can rotate about the axis of the beam independently of the other members when struck by an over-height vehicle, and means engageable by the rotating members when struck by a vehicle to limit the extent of rotation about the axis of the beam and to thereby cause the members to rotate in a return direction, each said member being composed of a material which is resiliently deformable when struck by an over-height vehicle to absorb energy upon impact, engagement of said members by a vehicle generating a warning noise to alert the driver of the vehicle.
14. A barrier according to claim 13, wherein the means engageable by the rotating members when struck is a tube mounted above the beam and substantially parallel thereto to generate a loud resonant noise when impacted by the rotating members.
AU2003285995A 2002-12-10 2003-12-09 Over-height vehicle barriers Abandoned AU2003285995A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2003285995A AU2003285995A1 (en) 2002-12-10 2003-12-09 Over-height vehicle barriers

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AU2002953249A AU2002953249A0 (en) 2002-12-10 2002-12-10 Over-height vehicle barriers
AU2002953249 2002-12-10
PCT/AU2003/001648 WO2004053234A1 (en) 2002-12-10 2003-12-09 Over-height vehicle barriers
AU2003285995A AU2003285995A1 (en) 2002-12-10 2003-12-09 Over-height vehicle barriers

Publications (1)

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AU2003285995A1 true AU2003285995A1 (en) 2004-06-30

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AU2003285995A Abandoned AU2003285995A1 (en) 2002-12-10 2003-12-09 Over-height vehicle barriers

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AU (1) AU2003285995A1 (en)

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MK4 Application lapsed section 142(2)(d) - no continuation fee paid for the application