GB2221941A - Crash barrier - Google Patents
Crash barrier Download PDFInfo
- Publication number
- GB2221941A GB2221941A GB8819425A GB8819425A GB2221941A GB 2221941 A GB2221941 A GB 2221941A GB 8819425 A GB8819425 A GB 8819425A GB 8819425 A GB8819425 A GB 8819425A GB 2221941 A GB2221941 A GB 2221941A
- Authority
- GB
- United Kingdom
- Prior art keywords
- crash barrier
- crash
- barrier
- filling
- lumps
- 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.)
- Withdrawn
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
- E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
- E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
- E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
- E01F8/025—Gabion-type
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
- E01F15/083—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
- E01F15/085—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using metal
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
- E01F15/086—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using plastic, rubber or synthetic materials
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Revetment (AREA)
Abstract
A crash barrier is formed of a gabion filled with lumps of resilient, frangible or crushable material. The gabion is suitably formed from plastics or steel mesh, the latter being welded or woven. The base of each gabion may be weighted in order to hold it to the ground.
Description
CRASH BARRIERS
FIELD OF THE INVENTION
This invention relates to crash barriers.
BACKGROUND OF THE INVENTION
Crash barriers are used on motorways and roads to prevent cars from leaving the carriageway. For example they are used in the central reservation of motorways. The usual forms of crash barrier are effective only for motor cars, not being effective for heavy commercial traffic or even, in some situations, for vans, due to the barriers' low height and insufficient strength. Higher stronger crash barriers have been proposed, but the proposals are expensive and provide very rapid deceleration to light vehicles such as motor cars.
SUMMARY OF THE INVENTION
In accordance with the invention there is provided a crash barrier comprising a gabion filled with lumps of material such as to allow the gabion to deform in a crash.
For a permanent barrier, the gabion is secured to the ground, then filled with lumps of the filling material. Examples of suitable fillings are resilient fillings e.g. used car and/or truck tyres (whole or cut up), or plastics or rubber lumps.
Other examples are frangible fillings e.g. lumps of low strength concrete, which may include lumps of plastics foam.
The gabions may be inexpensively made of a size suitable to stop heavy commercial vehicles, yet if filled with suitable resilient or frangible material, will crumple sufficiently on impact to be safe for light vehicles.
To facilitate clearing up and to improve strength, the lumps of filling may be bound with plastics foam.
To improve appearances, the gabion may be sprayed with a grass seed/papier mache mixture.
A rigid concrete core may be used to increase strength or the gabion may be installed over an existing Armco barrier.
BRIEF DESCRIPTION OF THE DRAWINGS
One.embodiment of the invention will now be described, by way of example, with reference to the accompanying drawings, in which:
Figure 1 is a cross section of a barrier embodying the invention, the filling not being shown for clarity;
Figure 2 is a cross section on arrows "A-A" of Figure 1;
Figure 3 is a cross section on arrows "B-B" of Figure 1;
Figure 4 is a cross section of an alternative installation of a crash barrier embodying the invention;
Figure 5 is a longitudinal cross section of an alternative embodiment of the invention;
Figure 6 is a transverse cross section of the embodiment of Figure 5;
Figure 7 is a cross section of a crash barrier embodying the invention, installed over an existing Armco crash barrier; and
Figure 8 is a cross section of another crash barrier embodying the invention.
DETAILED DESCRIPTION
Referring to Figures 1 to 3, the gabion is in the form of a mesh cuboid 2, which is 2 metres by 1 metre by 1 metre.
The mesh may be woven or welded steel wire, or plastics and is usually delivered flat. To assemble, side panels 4 and end panels 6 are raised to form a box. The top corners of the box are clipped together. A mesh divider panel 8 is inserted to divide the box into two equal sections 10 and 12. Then all the vertical intersections of the panels are clipped together along their lengths. In the base of each of the two sections 10 and 12 is a 12 mm galvanised steel 13 plate through which the gabion is fixed to the ground using expanding bolts on centres 14. Adjacent gabions are clipped to each other. The gabion is filled with lumps of filling material (not shown) and a mesh top panel is then clipped on.
The object in choosing a suitable filling is to ensure that the barrier will stop a heavy goods vehicle, while ensuring that there is sufficient deformation to be safe, when hit buy a light motor car. Examples of suitable materials are resilient materials e.g.used vehicle tyres, either whole or cut up, or rubber or plastics lumps. Other examples are frangible materials e.g. low strength concrete lumps or cement and sawdust agregate. To decrease the strength of the concrete lumps, foam particles may be included in the concrete mix. Yet further suitable filler materials include crushable lumps, for example used drinks cans preferably alluminium.
Manufacture and installation of gabions as crash barriers would be inexpensive and, in the dimensions given, would prevent head lamp glare between opposing carriageways.
The strength of the barrier could be increased by binding the lumps together with a plastics foam. This would also facilitate cleaning up after an accident. Fire resistance could be improved by spraying with "Rock Fill" fire retarding agent.
The crash barriers improve the safety to light cars in situations where concrete crash barriers already exist. Thus in Figure 4 a gabion is mounted on each side of a concrete crash barrier 16. Each gabion has additional steel plates 13 to secure a side panel 4 to the concrete crash barrier.
Figures 5 and 6 show an embodiment in which the strength is increased by an internal framework 18 welded down the centre of the gabion to the floor plates 13. As may be seen from Figure 6 the side panels 4 of the gabion need not be vertical. Their function and/or appearance may be improved by sloping side panels 4 which may slope inwardly towards the top (as illustrated) or outwardly.
The appearance may be further improved by spraying with a mixture of grass seed and papier mache, so that they become covered in grass, or by plastering with a sand and cement skin 20 as illustrated in Figure 8.
Figure 7 Shows how the barrier may be installed over an existing "Armco" crash barrier 22 improving the performance thereof to heavy vehicles whilst remaining safe in impacts by lighter vehicles. A slip strip may be provided to guide vehicles impacting at a shallow angle back onto the carriageway.
For temporary barriers, the gabion box is assembled, PVC sheet is placed in the bottom which is then filled'with concrete to a depth of, say, 4 inches, the gabion is filled with lumps of a suitable filling material, and the top is fitted.
To speed construction, the gabions could be made 4 metres long.
The crash barrier could be used around dangerous structures, e.g. bridges, at the side of a carriageway, as well as in the central reservation. In such places, the barrier could be several meters deep, providing great energy absorption in a crash.
Alternative ground fixings include ground anchors and breakable snap fixings. The breakable snap fixings would allow the gabions to move at a predetermined loading in a crash then, being clipped together, would act like an arrester wire, which would further reduce damage to the vehicle.
Claims (18)
1. A crash barrier comprising a gabion filled with lumps of material such as to allow the gabion to deform in a crash.
2. A crash barrier as claimed in claim 1, wherein the gabion is formed of steel mesh.
3. A crash barrier as claimed in claim 2, wherein the mesh is welded.
4. A crash barrier as claimed in claim 2, wherein the mesh is woven.
5. A crash barrier as claimed in claim 1, wherein the gabion is formed of plastics mesh.
6. A crash barrier as claimed in any preceding claim, wherein the filling is resilient.
7. A crash barrier as claimed in claim 6, wherein the filling is used car and/or truck tyres (whole or cut up), or plastics or rubber lumps.
8. A crash barrier as claimed in any of claims 1 to 5, wherein the filling is frangible.
9. A crash barrier as claimed in claim 8, wherein the filling is lumps of low strength concrete.
10. A crash barrier as claimed in claim 9 wherein the concrete includes lumps of plastics foam.
11. A crash barrier as claimed in any of claims 1 to 5 wherein the filling is crushable.
12. A crash barrier as claimed in claim 11, wherein the filling is used drinks cans.
13. A crash barrier as claimed in any preceding claim, wherein the lumps of filling are bound with a plastics foam.
14. A crash barrier as claimed in any preceding claim, which has been sprayed with a grass seed/papier mache mixture.
15. A crash barrier as claimed in any preceding claim, including a rigid concrete core.
16. A crash barrier as claimed in any of claims 1 to 14, installed over an existing Armco barrier.
17. A crash barrier as claimed in any preceding claim including a skin of sand and cement concrete.
18. A crash barrier as claimed in any preceding claim, including a steel facing strip to guide vehicles impacting at a shallow angle, back on the carriageway.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8819425A GB2221941A (en) | 1988-08-16 | 1988-08-16 | Crash barrier |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8819425A GB2221941A (en) | 1988-08-16 | 1988-08-16 | Crash barrier |
Publications (2)
Publication Number | Publication Date |
---|---|
GB8819425D0 GB8819425D0 (en) | 1988-09-21 |
GB2221941A true GB2221941A (en) | 1990-02-21 |
Family
ID=10642187
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB8819425A Withdrawn GB2221941A (en) | 1988-08-16 | 1988-08-16 | Crash barrier |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2221941A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999000550A1 (en) * | 1997-06-27 | 1999-01-07 | Darren John Hotchkin | Shock absorbing member |
US7249912B2 (en) * | 2002-11-15 | 2007-07-31 | Kirby Williams Reese | Temporary platform or roadway and method of assembling same |
AU2005203440B2 (en) * | 1997-06-27 | 2008-03-20 | Saferoads Pty Ltd | Shock absorbing member |
EP1520933B1 (en) * | 2003-10-03 | 2011-11-09 | France Maccaferri | Civil engineering structure |
GB2526786A (en) * | 2014-05-28 | 2015-12-09 | Alan Lofthouse | Improvements to tyre bale use as infill for gabion baskets |
WO2017077313A1 (en) * | 2015-11-03 | 2017-05-11 | Hesco Bastion Limited | Barrier |
US20170175349A1 (en) * | 2015-12-21 | 2017-06-22 | MikaTek, Ltd. | Recycled Rubber Barrier |
WO2019091508A1 (en) * | 2017-11-09 | 2019-05-16 | Schussler Jochen | Partitioning and retaining device, method, and use |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1237445A (en) * | 1967-09-05 | 1971-06-30 | John C Fitch | Energy absorbing deceleration barriers |
US3856268A (en) * | 1973-09-17 | 1974-12-24 | Fibco Inc | Highway safety device |
US3880404A (en) * | 1973-08-29 | 1975-04-29 | Fibco Inc | Energy absorbing impact attenuating highway safety systems |
US4183504A (en) * | 1978-04-20 | 1980-01-15 | Frederick Ford | Highway sacrificial barrier |
GB2060036A (en) * | 1979-10-01 | 1981-04-29 | Energy Absorption System | Inertial crash barrier system |
US4557466A (en) * | 1984-02-27 | 1985-12-10 | Energy Absorption Systems, Inc. | Inertial barrier |
-
1988
- 1988-08-16 GB GB8819425A patent/GB2221941A/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1237445A (en) * | 1967-09-05 | 1971-06-30 | John C Fitch | Energy absorbing deceleration barriers |
US3880404A (en) * | 1973-08-29 | 1975-04-29 | Fibco Inc | Energy absorbing impact attenuating highway safety systems |
US3856268A (en) * | 1973-09-17 | 1974-12-24 | Fibco Inc | Highway safety device |
US4183504A (en) * | 1978-04-20 | 1980-01-15 | Frederick Ford | Highway sacrificial barrier |
GB2060036A (en) * | 1979-10-01 | 1981-04-29 | Energy Absorption System | Inertial crash barrier system |
US4557466A (en) * | 1984-02-27 | 1985-12-10 | Energy Absorption Systems, Inc. | Inertial barrier |
Non-Patent Citations (1)
Title |
---|
New Collins Concise English Dictionary, publ 1982 * |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999000550A1 (en) * | 1997-06-27 | 1999-01-07 | Darren John Hotchkin | Shock absorbing member |
US6540434B1 (en) | 1997-06-27 | 2003-04-01 | Darren John Hotchkin | Shock absorbing member |
AU2005203440B2 (en) * | 1997-06-27 | 2008-03-20 | Saferoads Pty Ltd | Shock absorbing member |
US7249912B2 (en) * | 2002-11-15 | 2007-07-31 | Kirby Williams Reese | Temporary platform or roadway and method of assembling same |
EP1520933B1 (en) * | 2003-10-03 | 2011-11-09 | France Maccaferri | Civil engineering structure |
GB2526786A (en) * | 2014-05-28 | 2015-12-09 | Alan Lofthouse | Improvements to tyre bale use as infill for gabion baskets |
WO2017077313A1 (en) * | 2015-11-03 | 2017-05-11 | Hesco Bastion Limited | Barrier |
US20170175349A1 (en) * | 2015-12-21 | 2017-06-22 | MikaTek, Ltd. | Recycled Rubber Barrier |
WO2019091508A1 (en) * | 2017-11-09 | 2019-05-16 | Schussler Jochen | Partitioning and retaining device, method, and use |
Also Published As
Publication number | Publication date |
---|---|
GB8819425D0 (en) | 1988-09-21 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |