Crash barrier beam
A crash barrier beam ( 10 ) suitable for temporary placement on a road comprises a housing ( 18 ) which, in profile, has a laterally extending base ( 12 ) for contact with the road. The beam has a narrower central element ( 14 ) upwardly extending from the base that terminates in a top portion ( 16 ). The exterior of the housing provides a continuous impact surface to an oncoming vehicle and the profile provides stability to the beam on impact. The crash barrier beam ( 10 ) has a length defined by a first end ( 24 ) and a second end ( 26, 28 ). At least one of the first and second ends comprises formations ( 32, 34 ) for engagement with corresponding formations ( 38, 40 ) on an end of an adjacent beam ( 10 ′) so as to facilitate joining of the beams to one another. The formations are configured for the beams to be substantially self-aligning with respect to each other.
1. A crash barrier beam suitable for temporary placement on a road, the beam comprising a housing which in profile has a laterally extending base for contact with the road, the base being substantially flat or inclined at an angle to the horizontal, an impact wall comprising a lower wall section and an upper wall section, and a top section having a box-like cross-section, the impact wall extending upwardly at an angle from the base to taper towards the top section, wherein the impact wall has an inwardly directed stepped deflection running along the length of the beam between the lower wall section and the upper wall section, and an outwardly directed stepped deflection running along the length of the beam where the impact wall meets the top section, the inwardly and outwardly stepped deflections being on angle with respect to the horizontal, and wherein the base, the impact wall and the top section are formed from a single sheet of material or from a pair of opposed mirror image sheets of material joined at the top section to provide a continuous impact surface to an impacting vehicle and, in the event of an impact, the gradient of the impact wall and the inwardly and outwardly stepped deflections assist in redirecting an impacting vehicle wheel back towards the carriageway away from the barrier.
2. The beam of claim 1 , wherein the angles of the inwardly stepped deflection and the outwardly stepped deflection with respect to the horizontal are symmetrically opposite.
3. The beam of claim 1 , wherein the inwardly and outwardly stepped deflections define respective surfaces that face one another.
4. The beam of claim 1 , wherein the inwardly and outwardly stepped deflections extends a distance of approximately 15 mm between the upper and lower walls and between the upper wall and top section respectively.
5. The beam of claim 1 , wherein the inwardly and outwardly stepped deflections are bent or pressed into the sheet material to provide stiffness to the impact wall.
6. The beam of claim 1 , wherein the base terminates in an inwardly extending toe for supporting the beam.
7. The beam of claim 6 , wherein toe infills are provided within the said toe to provide additional strength and rigidity to the base of the beam.