Advanced dynamic impact extension module

Claim 2

A roadside barrier, adapted to prevent vehicles from impacting an obstacle, comprising; a structural concrete base section adaptable at its upper surface to receive rectangularly shaped crushable modules; wherein said base section defines a channel along the upper surface of said base and wherein said rectangular modules are received within said channel and are arranged end-to-end; a first type of said module comprising a composite module comprising three layers of crushable material of varying strengths; wherein the lowest layer comprises a higher strength material, an intermediate layer immediately above said lowest layer comprising a low strength material, and an uppermost layer comprising material having a strength above said low strength material and weaker than said high strength material; and a second type of module comprising a composite module comprising three layers of crushable material of varying strengths substantially the same as said first module type; said second module type positionable at the end of a linear array of modules of said first type at the end of said structural concrete base immediately adjacent said roadside obstacle; and wherein the structural reinforcement within said module is characterized by ability to impart upward movement to an impacting vehicle; and means for fixedly attaching said modules of the first type and means for fixedly attaching said modules of the second type to said base.

Claim 3

The barrier according to claim 1, wherein the modules of the first type are arranged linearly so that a module of the first type is positioned at a front end of said concrete base closest to a path of oncoming vehicles with a linear array of such modules extending in a line away from said first module toward said module of said second type and said roadside obstacle, in a direction parallel to a line depicting the flow of oncoming vehicles.

Claim 4

The barrier according to claim 1 wherein said structural concrete base is positioned linearly having a front end of said base positioned closest to oncoming vehicles and a pack end adjacent said roadside obstacle; wherein the width of the base near said front end has an outward taper toward the back end; and wherein the width of the base remains constant up towards the back end of said base.

Claim 5

The barrier according to claim 1 wherein the elevation of said structural concrete base increases in a step-wise fashion along its length such that walls are formed upward from the channel of the concrete base.

Claim 6

The barrier according to claim 1 wherein the elevation of said structural concrete base increases in a gradual sloping fashion along its length beginning at said front end such that walls are formed upward from the channel of the concrete base.

Claim 7

The barrier according to claim 1 wherein two S-beams or other wide flange sections are embedded in the structural concrete base with the upper flanges of said beams being flush with the floor of said channel of said structural concrete base and running parallel to the longitudinal axis of the structural concrete base beginning at the front end of said concrete base and running toward the back end.

Claim 8

The barrier according to claim 1 or claim 6 wherein each module of the first type has embedded therein and protruding from the bottom portion thereof two separate beam sections positioned at each end of said module so as to be slidably insertable between the two said beams embedded within said channel of said structural concrete base, and wherein two reinforcing members overlie and are connected to the top flange of said beam sections and are embedded entirely within said modules, to strengthen the alignment of said beam sections.

Claim 9

The barrier according to claim 4 or claim 5 wherein said walls to said channel and each module of the second type includes matching dowel holes adaptable to receive dowels to secure said module of the second type into place on the channel portion of said concrete base.

Claim 10

The barrier according to claim 4 or claim 5 wherein dowel holes are provided in said channel walls adaptable to receive dowels to secure said base on a roadway surface.

Claim 11

The barrier according to claim 4 or claim 5 wherein longitudinal side runners are attached to the sides of the walls of the concrete base; and are configured to produce redirection of vehicles that collide with said barrier at an angle along the side.

Claim 12

The barrier according to claim 4 or claim 5 wherein longitudinal side runners are integrally molded or formed as part of the wall portion of the concrete base which are configured to produce redirection of vehicles that collide with said barrier at an angle along the side.

Claim 13

The barrier according to claim 1 wherein all said modules of the first type include tubular wire mesh reinforcement, the longitudinal axis of said tubular wire mesh being oriented parallel to the longitudinal axis of said module sections, and further including reinforcing steel surrounding the wire mesh and generally paralleling the sides of said rectangular modules.

Claim 14

The barrier according to claim 1 wherein said module of the second type includes a triangular steel pipe and beam reinforcement, wherein an S-beam or other wide flange section is completely embedded within said module in the lower portion thereof and runs substantially the entire length thereof, and wherein steel pipe reinforcement extends upward from the upper surface of said beam and then angles downwardly to rejoin the beam, said triangular arrangement being configured to cause an impacting vehicle to climb vertically to miss the front end of a roadside obstacle

Claim 15

A composite, highway lane barrier for use at the leading end of a conventional concrete highway lane barrier, comprising: an elongated composite lane barrier comprising a lower, substantially non-crushable structural concrete base component and a channel along its upper surface, and modules of crushable concrete of varying strengths receivable within said channel; pipe side runners attached to or integrally formed as part of the walls of said channel and adapted to deflect a vehicle impacting said barrier at an acute angle into a lane of traffic adjacent said composite structure; said structural concrete base component of said barrier being configured to increase in height from the front end of said barrier to the back end of said barrier.

Claim 16

A composite, highway lane barrier for use at the leading end of a conventional concrete highway lane barrier, comprising: an elongated composite lane barrier comprising a lower, substantially non-crushable structural concrete base component and a channel along its upper surface, and modules of crushable concrete of varying strengths receivable within said channel; pipe side runners attached to or integrally formed as part of the walls of said channel and adapted to deflect a vehicle impacting said barrier at an acute angle into a lane of traffic adjacent said composite structure; said structural concrete base component of said barrier being configured to increase in height from the front end of said barrier to the back end of said barrier.

Claim 17

A roadside barrier member, comprising: a generally rectangular, crushable, multi-layer module, including: a semi-crushable, higher strength, bottom layer; a crushable, low strength, intermediate layer above and secured to the bottom layer; and a crushable, intermediate strength, top layer above and secured to the intermediate layer.

Claim 18

A roadside barrier member, comprising: a generally rectangular, crushable, multi-layer module, including: a semi-crushable, higher strength, bottom layer; a crushable, low strength, intermediate layer above and secured to the bottom layer; and a crushable, intermediate strength, top layer above and secured to the intermediate layer.

Claim 19

The barrier member of claim 15 in which each layer comprises concrete.

Claim 20

The barrier member of claim 16, further comprising: an S-beam or similar wide flange beam embedded in the bottom of the bottom layer with the lower flange of the beam extending below and along said bottom layer; at least one right triangular reinforcing member embedded within the barrier member with one leg of the reinforcing member extending along the upper flange of the beam, the second leg facing toward the obstacle, and the hypotenuse facing toward the traffic.

Claim 21

The barrier member of claim 15, further comprising: a separate beam segment embedded in each end of the module in longitudinal alignment with each other, and such that each beam segment has a lower flange which extends below said bottom layer.

Claim 22

A roadside traffic barrier for restraining vehicles from impacting a roadside obstacle, comprising: an elongated base member adapted to be positioned at a back end adjacent the obstacle and extending along the road toward the traffic; said base member defining a first channel in its upper surface which extends along the length of the base member; a pair of beams emedded in and extending along said first channel in parallel and laterally spaced relation, each beam including an upper flange whose upper surface is substantially flush with the plane of said first channel, said beams defining a second channel between the beams within the base member and below said first channel; a plurality of rectangular, crushable, multi-layer modules of a first type disposed within said first channel in end-to-end relation along said first channel; each module of said first type comprising a semicrushable, higher strength bottom layer; a crushable, low strength intermediate layer; and crushable, intermediate strength, top layer; each module of said first type further comprising a separate beam segment at each end of the module and embedded in the bottom of the bottom layer with the lower flange of the beam segment protruding beyond the bottom layer so as to be movable along said second channel and be held within said second channel by the flanges of said pair of beams embedded in said first channel; at least one rectangular, multi-layer, crushable module of a second type adapted to be positioned adjacent the obstacle at the end of the linear array of said modules of said first type in said first channel; each module of said second type comprising a semicrushable, higher strength bottom layer; a crushable, low strength intermediate layer; and crushable, intermediate strength, top layer; each module of said second type further comprising an S-beam or similar wide flange beam embedded in the bottom of the bottom layer with the lower flange of the beam extending below and along said bottom layer; each module of said second type further comprising at least one right triangular reinforcing member embedded within the barrier member with one leg of the reinforcing member extending along the upper flange of the beam, the second leg facing toward the obstacle, and the hypotenuse facing toward the traffic.

Claim 23

A roadside traffic barrier for restraining vehicles from impacting a roadside obstacle, comprising: an elongated base member adapted to be positioned at a back end adjacent the obstacle and extending along the road toward the traffic; said base member defining a first channel in its upper surface which extends along the length of the base member; a pair of beams emedded in and extending along said first channel in parallel and laterally spaced relation, each beam including an upper flange whose upper surface is substantially flush with the plane of said first channel, said beams defining a second channel between the beams within the base member and below said first channel; a plurality of rectangular, crushable, multi-layer modules of a first type disposed within said first channel in end-to-end relation along said first channel; each module of said first type comprising a semicrushable, higher strength bottom layer; a crushable, low strength intermediate layer; and crushable, intermediate strength, top layer; each module of said first type further comprising a separate beam segment at each end of the module and embedded in the bottom of the bottom layer with the lower flange of the beam segment protruding beyond the bottom layer so as to be movable along said second channel and be held within said second channel by the flanges of said pair of beams embedded in said first channel; at least one rectangular, multi-layer, crushable module of a second type adapted to be positioned adjacent the obstacle at the end of the linear array of said modules of said first type in said first channel; each module of said second type comprising a semicrushable, higher strength bottom layer; a crushable, low strength intermediate layer; and crushable, intermediate strength, top layer; each module of said second type further comprising an S-beam or similar wide flange beam embedded in the bottom of the bottom layer with the lower flange of the beam extending below and along said bottom layer; each module of said second type further comprising at least one right triangular reinforcing member embedded within the barrier member with one leg of the reinforcing member extending along the upper flange of the beam, the second leg facing toward the obstacle, and the hypotenuse facing toward the traffic.