A crash attenuator system for deployment in front of a fixed structure includes a rail extending along a length of the crash attenuator system and a plurality of diaphragms initially disposed in spaced relation along the length of the rail. Each of the plurality of diaphragms moves along the rail, so that when a front end of the crash attenuator system receives an impact force from a vehicle, a first one of the diaphragms moves rearwardly along the rail and impacts a second one of the diaphragms so that both the first and second diaphragms move further rearwardly along the rail, this process continuing with additional ones of the diaphragms until the impact forces have been fully attenuated. A tearing member on the crash attenuator system engages material forming a tearable member of the crash attenuator system, the tearing member tearing material forming the tearable member to increase attenuation of the impact force.

A brace for supporting a bollard panel in a vertical position includes a linear structural member having a panel connector to secure adjacent bollard panels to the linear structural member.

Guardrail, guardrail terminal, and support post designs that improve control of a vehicle during collisions are described. The disclosed designs also reduce the likelihood of intrusion into vehicle systems and the occupant compartment(s). Embodiments include folding and/or flattening of the guardrail and controlling the folded and flattened guardrail to avoid intrusion into the vehicle. Other embodiments include containing the guardrail in an impact head of a guardrail terminal, which also avoids vehicle intrusion.

Methods, apparatus, systems, and articles of manufacture for barrier systems with impact resistant rails supported from floor mounted post bases are disclosed. An apparatus includes an outer body of a post to extend upward from a ground, the post to be anchored to the ground; a rail to extend through an opening in a wall of the outer body; and a rod to extend upward from the ground within the outer body, the rod to extend through a hole in the rail.

Barrier systems with impact resistant rails that extend along the floor are disclosed. A barrier system includes a base to be anchored to a floor. The base includes sidewalls defining a channel along a length of the base. The barrier system further includes a tube extending along the channel. A bottom edge of the tube to be below top edges of the sidewalls.

Disclosed is a guardrail including a post and a longitudinal beam, the post and longitudinal beam being linked via at least one fastener and mounting plate. The mounting plate in one embodiment includes a rigid body configured to mate with the at least one fastener; and at least one deformable region or regions about or alongside the body that, in the event of an impact on the guardrail, bends and/or breaks thereby releasing the body from the remainder of the mounting plate and in doing so allowing the post and longitudinal beam to separate. A guardrail post including at least one fastener and at least one mounting plate is also described along with a mounting plate for use in a guardrail assembly.

Disclosed is a shock-absorbing barrier. According to the present invention, the shock-absorbing barrier is configured wherein guardrails onto which shock-absorbing members like waste tires or waste rubber are mounted are attached to barrier walls and pillar bodies made by attaching pillar tubes to pillars are connectedly erected by means of the barrier walls on which the guardrails are mounted, so that if an external collision occurs, rotary rods are changed to a shape of a cone around the axis of the pillar tube rail to extend a shock-absorbing section, and the external collision is distributed by the compression and tension of both side rails to decrease the deviation displacement of the barrier wall boundary and to allow the pressure of the collision portion to be distributedly absorbed to the parts connected by the guardrails.

A traffic barrier structure includes posts fixedly installed at the median or roadside of the road, guiderail units composed of guiderails horizontally connected in series between the posts and each having a longitudinal slot, a rail holder installed in the guiderail and having a slot holder piece closely engaged against the slot in the guiderail and a deformation-resistant piece extending from the slot holder piece, closely conforming to a portion of an inner curved portion of the guiderail, to prevent deformation of the guiderails and enlargement of the slots when shock is applied the guiderails, and a rail connector inserted into respective connection part of adjacent guiderails to longitudinally connect the adjacent guiderails.

A traffic barrier structure includes posts fixedly installed at the median or roadside of the road, guiderail units composed of guiderails horizontally connected in series between the posts and each having a longitudinal slot, a rail holder installed in the guiderail and having a slot holder piece closely engaged against the slot in the guiderail and a deformation-resistant piece extending from the slot holder piece, closely conforming to a portion of an inner curved portion of the guiderail, to prevent deformation of the guiderails and enlargement of the slots when shock is applied the guiderails, and a rail connector inserted into respective connection part of adjacent guiderails to longitudinally connect the adjacent guiderails.

A moving energy absorbing component includes an impact head including a base and upright projection. The base includes an axial orifice extending from a downstream entry point to an upstream exit point, through which an upstream terminus of an FTE rail is passed before the FTE rail is directly or indirectly connected to a releasable connection point coupled to a ground anchor. The impact head is connected via at least one beam to a post detacher element located downstream of the impact head a pre-determined distance therefrom.