This is a Continuation application which claims priority to Italian application number TV2006A000140, filed Aug. 2, 2006 and is incorporated herein by reference.
The present invention relates to a guardrail. More specifically, the present invention relates to a guardrail designed to effectively attenuate impact by a motorcyclist or cyclist; to which application the following description refers purely by way of example.
As is known, the most commonly used guardrails are made of metal, and comprise a number of vertical supporting posts fixed successively into the ground along the edge of a road; and a number of longitudinal retaining members fixed horizontally and successively to the supporting posts to form a longitudinal retainer extending seamlessly along the edge of the road, at a given height off the ground.
Unfortunately, guardrails of the above type are carefully designed to stop and retain motor vehicles of normally over a ton in weight, while subjecting the occupants to deceleration below a regulation maximum limit, and so constitute potentially hazardous obstacles in the event of motorcyclists or cyclists falling and forcefully striking the supporting posts of the guardrail.
In fact, after falling, motorcyclists or cyclists invariably continue sliding along the tarmac until they hit one of the posts of the guardrail along the edge of the road, and most undergo serious injuries, which can be mortal even at relatively low impact speed, when the guardrail supporting posts have “sharp” edges.
It is an object of the present invention to provide a guardrail designed to appropriately and gradually attenuate impact by a motorcyclist or cyclist, and so reduce the degree of impact-induced injury.
According to the present invention, there is provided a guardrail as claimed in the attached Claims.
A non-limiting embodiment of the present invention will be described by way of example with reference to the accompanying drawings, in which:
Number 1 in
Guardrail 1 substantially comprises a number of vertical supporting posts 2 (only one shown in the drawings) fixed successively into the ground along the edge of the road; and one or more longitudinal members 3 of appropriate length, which are fixed successively and substantially horizontally to vertical posts 2 to form a longitudinal transverse retaining member 4 extending seamlessly along the edge of the road, at a given height off the ground.
Unlike known guardrails, at least one of longitudinal members 3 (all, in the example shown) comprises a rigid, controlled-deformation strip 3 of composite material, which is bent back on itself, so that the two opposite lateral portions or margins fa and fb of the same face f of strip 3 rest one on top of the other to form a complex-section tubular body, which is fixed to at least two consecutive vertical posts 2 of the guardrail, and is substantially parallel to and a given height off the ground.
More specifically, strip 3 of composite material is fixed to vertical posts 2 of the guardrail by the longitudinal rib formed by the two superimposed opposite lateral portions fa and fb of face f of strip 3, so that the tubular body formed by strip 3 projects from the vertical plane of vertical posts 2 out into the road alongside, and extends towards the ground, i.e. downwards, along the side of vertical posts 2, so that the central section of strip 3 is a minimum height h of preferably, though not necessary, 1-10 centimetres off the ground.
In other words, strip 3 of composite material is bent back on itself to form two contiguous longitudinal portions 3′ and 3″, the first of which is bounded laterally by a lateral edge 3a of strip 3, directly faces vertical posts 2 of the guardrail, and is substantially S-shaped, so that lateral edge 3a of strip 3 is located close to the top of vertical posts 2 of the guardrail, and the boundary line with longitudinal portion 3″ is located below lateral edge 3a of strip 3, at a minimum height h of preferably, though not necessarily, 1-10 centimetres off the ground.
Longitudinal portion 3″, on the other hand, is bounded laterally by the second lateral edge 3b of strip 3, directly faces the road, and is substantially C-shaped to cover longitudinal portion 3′, and so that second lateral edge 3b of strip 3 rests on first lateral edge 3a to form a tubular body with a substantially pear-shaped cross section.
In the example shown, the two lateral edges 3a, 3b of strip 3 are fixed one on top of the other by a number of through rivets 5 made of hard rubber or other elastically deformable material and appropriately spaced along said edges, and are fixed firmly to the top ends of two consecutive vertical posts 2 of the guardrail by some of through rivets 5, so as to cover the top of vertical posts 2.
With reference to
More specifically, half-shell 6 is defined by a straight section 6 of composite material with a substantially S-shaped cross section, which extends parallel to the ground and is fixed to vertical posts 2 of the guardrail so that a first lateral edge 6a rests on the top ends of vertical posts 2, and a second lateral edge 6b extends parallel to the ground, below lateral edge 6a, and at a height off the ground substantially equal to the minimum height h of strip 3 off the ground.
Half-shell 7, on the other hand, is defined by a straight section 7 of composite material with a substantially C-shaped cross section, which extends parallel to the ground and is fixed to vertical posts 2 of the guardrail, on top of section 6, so that a first lateral edge 7a rests on lateral edge 6a of section 6 and therefore on the ends of vertical posts 2 underneath, and a second lateral edge 7b rests on lateral edge 6b of section 6.
As regards through rivets 8, in the example shown, each section 6, 7 has a number of through holes appropriately spaced along lateral edges 6a and 6b, 7a and 7b of the section, and which are superimposed on the through holes in lateral edges 7a and 7b, 6a and 6b of the other section when sections 6 and 7 are superimposed. Lateral edges 6a and 7a of sections 6 and 7 correspond to lateral edges 3a and 3b of strip 3, and are therefore connected firmly to each other by through rivets 5, which are forced inside the holes along lateral edges 6a and 7a; and through rivets 8 are forced inside the holes along lateral edges 6b and 7b of sections 6 and 7 to secure lateral edge 7b of section 7 on lateral edge 6b of section 6.
In addition, as stated, some of through rivets 5 securing lateral edge 7a of section 7 on lateral edge 6a of section 6 also serve to firmly secure sections 6 and 7 of strip 3 directly to the top ends of vertical posts 2 of the guardrail.
With reference to
In the example shown, elastic connecting bracket 10 is defined by a controlled-deformation, elongated rectangular strap of composite material, which is bent substantially into an inverted U with an arc-shaped central portion, and is fixed rigidly at both ends to bar 9 to form an elastic member on which strip 3, i.e. longitudinal retaining member 4 of the guardrail, rests directly and is fixed firmly.
More specifically, in the example shown in
With reference to
Guardrail 1 also comprises a number of tensioning devices 12 arranged along retaining lines 11 and designed to adjust, and if necessary also maintain, the tension of the retaining lines 11 to which the tensioning devices 12 are fitted.
In the example shown, each retaining line 11 comprises a number of twisted strands of composite material and appropriate cross section.
As regards the materials used, the two half-shells 6, 7 of strip 3 are preferably, though not necessarily, made of one or more superimposed layers of appropriately interwoven glass fibres and/or carbon fibres and/or aramidic fibres embedded in a preferably, though not necessarily, self-extinguishing epoxy resin matrix. Similarly, bars 9 and elastic brackets 10 forming vertical posts 2 are preferably, though not necessarily, made of one or more superimposed layers of appropriately interwoven glass fibres and/or carbon fibres and/or aramidic fibres embedded in a preferably, though not necessarily, self-extinguishing epoxy resin matrix.
Retaining lines 11 preferably, though not necessarily, comprise a bundle of twisted strands of Nylon and/or carbon or similar synthetic materials.
Guardrail 1 functions in exactly the same way as known guardrails, and therefore requires no explanation, except to point out that the particular design of longitudinal members 3, combined with the materials from which they are made, provides for gradually absorbing impact of a motorcyclist or cyclist against longitudinal transverse retaining member 4 of the guardrail, regardless of whether the rider slides along the tarmac onto longitudinal transverse retaining member 4, or is thrown off the vehicle and falls full weight onto longitudinal transverse retaining member 4.
In the first case, longitudinal member 3 gradually deforms elastoplastically at the point of impact to absorb the kinetic energy of the rider and so maintain acceptable deceleration of the rider. In the second case, longitudinal member 3 flexes at the point of impact, and elastic brackets 10 of composite material on top of vertical posts 2 gradually deform, so that the combined effect of the two elastoplastic deformations maintains acceptable deceleration of the rider striking the guardrail.
In addition, by virtue of the shape of longitudinal members 3, a rider sliding along the road surface onto guardrail 1 is prevented from sliding through the guardrail beneath longitudinal transverse retaining member 4. That is, the minimum height h of the bottom edge of longitudinal member 3 off the ground prevents anyone in an outstretched position from sliding beneath the longitudinal member.
By virtue of retaining lines 11, guardrail 1 is obviously also still capable of gradually absorbing the kinetic energy of a car striking the guardrail, and so stopping and/or redirecting the car towards the centre of the road, while subjecting the occupants to the regulation degree of deceleration.
The advantages of guardrail 1 are obvious: by virtue of its design and the particular materials used, guardrail 1 is capable of completely stopping and/or redirecting a car colliding with it towards the centre of the road, while subjecting the occupants to the regulation degree of deceleration, and also of appropriately and gradually attenuating impact by a motorcyclist or cyclist, to reduce the degree of impact-induced injury.
Clearly, changes may be made to guardrail 1 as described and illustrated herein without, however, departing from the scope of the present invention.
More specifically, in the
In this case, strip 13 of composite material is positioned astride two consecutive vertical posts 2 of the guardrail, with the lateral edge 13a of strip 13 and the mid-section of the concave face of strip 13 fixed firmly to the top of vertical posts 2 by through rivets, which secure lateral edge 13a of strip 13 firmly on the mid-section of the concave face of strip 13, in the same way as described with reference to
More specifically, strip 13 of composite material has a first lateral edge 13a fixed firmly to the top of vertical posts 2 of the guardrail, and is bent back on itself to define a central longitudinal portion 13′, and two lateral longitudinal portions 13″ and 13′″ adjoining central longitudinal portion 13′.
Lateral longitudinal portion 13″ is bounded laterally by lateral edge 13a of strip 13, directly faces vertical posts 2 of the guardrail, and is substantially S-shaped, so that lateral edge 13a of strip 13 is fixed firmly to the top of vertical posts 2 of the guardrail, and the boundary line with central longitudinal portion 13′ of strip 13 is located below lateral edge 13a of strip 13, at a minimum height h of preferably, though not necessarily, 1-10 centimetres off the ground.
Central longitudinal portion 13′ directly faces the road, and is substantially C-shaped to cover lateral longitudinal portion 13″, and so that the second lateral edge of central longitudinal portion 13′, coinciding with the boundary line with lateral longitudinal portion 13′″, is located at the top of vertical posts 2 of the guardrail, substantially resting on lateral edge 13a of strip 13 to form a tubular body with a substantially pear-shaped cross section.
Lateral longitudinal portion 13′″ of strip 13 is bounded laterally by the second lateral edge 13b of strip 13, and is substantially C-shaped, so that lateral edge 13b of strip 13 is located on the opposite side of vertical posts 2 of the guardrail to lateral longitudinal portion 13″, and is substantially aligned with the boundary line between central longitudinal portion 13′ and lateral longitudinal portion 13″.
In the example shown in
More specifically, like half-shell 7, half-shell 14 is defined by a straight section 14 of composite material with a substantially C-shaped cross section, which extends parallel to the ground, and is fixed to vertical posts 2 of the guardrail, together with sections 6 and 7, so that a first lateral edge 14a rests on lateral edges 6a and 7a of sections 6 and 7, at the top of vertical posts 2, and a second lateral edge 14b close to the ground.
Obviously, lateral edge 14a of section 14 is fixed firmly to lateral edges 6a and 7a of sections 6 and 7 by through rivets 5, some of which fix the whole of strip 13 firmly to the top of vertical posts 2 of the guardrail.
Number | Date | Country | Kind |
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TV2006A000140 | Aug 2006 | IT | national |