E01D19/00

ORTHOTROPIC DECK

A method of manufacturing an orthotropic deck panel includes securing a rib member in a first fixture, beveling an edge surface of the rib member while the rib member is secured in the first fixture, and releasing the rib member from the first fixture, attaching the rib member to a deck plate, and attaching a floor beam to the rib member and the deck plate.

Gangway having self-raising assembly

A gangway comprises a fixed platform and a support structure connected to the fixed platform in a manner that allows the support structure to rotate with respect to the fixed platform between a raised stowed position and a lowered deployed position. A self-raising assembly is operative to rotate the support structure from the deployed position to the stowed position. The self-raising assembly includes at least one fluid actuated cylinder connected between the fixed platform and a distal end of the support structure. A raising actuator is usable by an operator to cause operation of the cylinder in a manner that rotates the support structure toward the stowed position.

Gangway having self-raising assembly

A gangway comprises a fixed platform and a support structure connected to the fixed platform in a manner that allows the support structure to rotate with respect to the fixed platform between a raised stowed position and a lowered deployed position. A self-raising assembly is operative to rotate the support structure from the deployed position to the stowed position. The self-raising assembly includes at least one fluid actuated cylinder connected between the fixed platform and a distal end of the support structure. A raising actuator is usable by an operator to cause operation of the cylinder in a manner that rotates the support structure toward the stowed position.

THREE DIMENSIONAL WOVEN LATTICES FOR DRAG REDUCTION AND TURBULENCE REDUCTION
20170356478 · 2017-12-14 ·

The present invention is directed to three dimensional (3D) woven lattices for drag and turbulence reduction. 3D woven lattice material can serve as a surface layer that regularizes the flow around a bluff body with beneficial effects on: 1) drag reduction, 2) decrease in turbulence intensity, 3) attenuation of flow-induced vibrations, and 4) aerodynamic noise cancellation. 3-D woven lattice architectures allows for passive flow control (without the need for external energy supply) around bluff bodies with restricted geometry/shape due to their functional requirements such as wind turbine towers, cargo trucks, train cars, etc. The woven material can be easily shaped to fit on various geometries and incorporated in existing manufacturing processes (from composites to metallic plates). Metallic foam and randomly porous materials have been identified in the literature as a promising solution for passive flow control over bluff bodies.

ELEVATED ROADWAY QUASI-EQUILIBRIUM SUPPORT SYSTEM
20230175209 · 2023-06-08 ·

Structures, systems, and methods for controlling water flow in relation to an underpass space of a road support structure are disclosed, including a method comprising receiving precipitation forecast data; receiving water volume data for water flowing toward an underpass space of a support assembly underlying a road, wherein a first culvert is positioned through the underpass space and a second culvert positioned around the support assembly configured to transfer water around the support assembly, and wherein one or more barriers are positioned to control flow of water within the first and second culvert; predicting water volume input to the underpass space based on the water volume data and the precipitation forecast data; and controlling the position of the one or more barriers to control flow of water within the first culvert and the second culvert based on the predicted water volume input.

Gangway having self-raising assembly

A gangway comprises a fixed platform and a support structure connected to the fixed platform in a manner that allows the support structure to rotate with respect to the fixed platform between a raised stowed position and a lowered deployed position. A self-raising assembly is operative to rotate the support structure from the deployed position to the stowed position. The self-raising assembly includes at least one fluid actuated cylinder connected between the fixed platform and a distal end of the support structure. A raising actuator is usable by an operator to cause operation of the cylinder in a manner that rotates the support structure toward the stowed position.

Gangway having self-raising assembly

A gangway comprises a fixed platform and a support structure connected to the fixed platform in a manner that allows the support structure to rotate with respect to the fixed platform between a raised stowed position and a lowered deployed position. A self-raising assembly is operative to rotate the support structure from the deployed position to the stowed position. The self-raising assembly includes at least one fluid actuated cylinder connected between the fixed platform and a distal end of the support structure. A raising actuator is usable by an operator to cause operation of the cylinder in a manner that rotates the support structure toward the stowed position.

Climbing Inhibition System
20170292234 · 2017-10-12 ·

A climbing inhibition system for inhibiting a person from vandalizing a bridge includes a bridge that has a lateral surface. The lateral surface has a ledge extending outwardly therefrom. A wedge is coupled to the lateral surface of the bridge. Thus, the wedge may inhibit a person from gaining a foothold on the ledge thereby inhibiting the person from defacing or vandalizing the lateral surface.

Climbing Inhibition System
20170292234 · 2017-10-12 ·

A climbing inhibition system for inhibiting a person from vandalizing a bridge includes a bridge that has a lateral surface. The lateral surface has a ledge extending outwardly therefrom. A wedge is coupled to the lateral surface of the bridge. Thus, the wedge may inhibit a person from gaining a foothold on the ledge thereby inhibiting the person from defacing or vandalizing the lateral surface.

Precast concrete bridge unit and headwall assembly and method of production

A precast concrete bridge and headwall assembly includes a precast concrete bridge unit including a top wall connecting opposite side walls, and a precast concrete headwall having a bottom surface engaged on the top wall of the bridge unit and a series of earth anchors at laterally spaced intervals between the side walls. The earth anchors include a body member extending outward from the headwall to the top wall, and a foot member extending laterally outward from the body member engaged on the top wall and including an upper surface generally parallel to the top wall.