Patent classifications
E04H7/04
Ring-wing floating platform
A ring-wing floating platform is disclosed. The ring-wing floating platform includes a floating hull, a top of the floating hull being above a sea surface and its geometry at a water plane is centrally symmetric, a ring-wing surrounding a perimeter of a bottom of the floating hull with a horizontal projection of concentric annular geometries, a positioning system located at the bottom of the floating hull, and a topsides located above the floating hull and connected to the floating hull by deck legs or installed directly on the top of the floating hull. The axes of the ring-wing and the floating hull are collinear, and their bottoms are in a same horizontal plane. The ring-wing and the floating hull are connected together as a unitary structure by multiple connecting components with an annular gap in-between.
Ring-wing floating platform
A ring-wing floating platform is disclosed. The ring-wing floating platform includes a floating hull, a top of the floating hull being above a sea surface and its geometry at a water plane is centrally symmetric, a ring-wing surrounding a perimeter of a bottom of the floating hull with a horizontal projection of concentric annular geometries, a positioning system located at the bottom of the floating hull, and a topsides located above the floating hull and connected to the floating hull by deck legs or installed directly on the top of the floating hull. The axes of the ring-wing and the floating hull are collinear, and their bottoms are in a same horizontal plane. The ring-wing and the floating hull are connected together as a unitary structure by multiple connecting components with an annular gap in-between.
INTELLIGENT SYSTEM USING AN IOT ARCHITECTURAL FRAMEWORK TO CONTROL DEPLOYMENT OF VOLATILE CORROSION INHIBITORS (VCIS) FOR SOIL-SIDE CORROSION MITIGATION OF ABOVEGROUND STORAGE TANKS
An Internet of things (IoT) based system for deploying volatile corrosion inhibitor (VCI) in order to mitigate soil-side corrosion of an aboveground storage tank is provided. The system includes: a VCI tank for storing the VCI; corrosion detection sensors on a soil side of the storage tank for detecting the soil-side corrosion, generating corresponding detection signals, and transmitting the detection signals over the Internet; a control circuit including control logic for receiving the detection signals, generating a flow control signal, and transmitting the flow control signal over the Internet; and a flow control valve (FCV) for receiving the flow control signal and controlling a flow of the VCI from the VCI tank to the soil side of the storage tank in response to the flow control signal in order to mitigate the soil-side corrosion of the storage tank.
INTELLIGENT SYSTEM USING AN IOT ARCHITECTURAL FRAMEWORK TO CONTROL DEPLOYMENT OF VOLATILE CORROSION INHIBITORS (VCIS) FOR SOIL-SIDE CORROSION MITIGATION OF ABOVEGROUND STORAGE TANKS
An Internet of things (IoT) based system for deploying volatile corrosion inhibitor (VCI) in order to mitigate soil-side corrosion of an aboveground storage tank is provided. The system includes: a VCI tank for storing the VCI; corrosion detection sensors on a soil side of the storage tank for detecting the soil-side corrosion, generating corresponding detection signals, and transmitting the detection signals over the Internet; a control circuit including control logic for receiving the detection signals, generating a flow control signal, and transmitting the flow control signal over the Internet; and a flow control valve (FCV) for receiving the flow control signal and controlling a flow of the VCI from the VCI tank to the soil side of the storage tank in response to the flow control signal in order to mitigate the soil-side corrosion of the storage tank.
STORAGE TANK
The present invention relates to a storage tank for liquid hydrogen, comprising a wall, a base, which closes the wall at the end face on one side, a top, which closes the wall at the end face on the side facing away from the base, and an intermediate wall, which is arranged inside of the wall and at a distance therefrom, wherein a gap is provided between a lower edge of the intermediate wall and the base, so that an interior enclosed by the intermediate wall is fluidically connected to an interior enclosed by the wall.
Large capacity above ground impoundment tank
A large capacity above ground impoundment tank includes a number of first-level interlocking panels connected to one another to form a generally circular tank. The first-level interlocking panels include a plate, a first flange, a second flange, a third flange, and a fourth flange. The first-level interlocking panels include at least retaining rib and at least one vertical support member. The third flange of each first-level interlocking panel includes a guide pin. The first flange of a first-level interlocking panel is connected via suitable fasteners to the second flange of an adjacent first-level interlocking panel. A number of second-level interlocking panels may be positioned on a top surface of the first-level interlocking panels. The second-level interlocking panels may be similar to the first-level interlocking panels. The guide pin of a first-level interlocking panel is inserted into a corresponding guide pin hole on the fourth flange of a corresponding second-level panel.
Large capacity above ground impoundment tank
A large capacity above ground impoundment tank includes a number of first-level interlocking panels connected to one another to form a generally circular tank. The first-level interlocking panels include a plate, a first flange, a second flange, a third flange, and a fourth flange. The first-level interlocking panels include at least retaining rib and at least one vertical support member. The third flange of each first-level interlocking panel includes a guide pin. The first flange of a first-level interlocking panel is connected via suitable fasteners to the second flange of an adjacent first-level interlocking panel. A number of second-level interlocking panels may be positioned on a top surface of the first-level interlocking panels. The second-level interlocking panels may be similar to the first-level interlocking panels. The guide pin of a first-level interlocking panel is inserted into a corresponding guide pin hole on the fourth flange of a corresponding second-level panel.
Apparatus and methods for aligning heavy metal plates during tank construction
Apparatus and methods for aligning heavy metal plates during tank construction using an alignment device, which is temporarily attached to the heavy metal plates with a pair of locking members pivotably coupled to a frame and a pair of adjustable alignment members attached to the frame between the pair of locking members. The alignment device may be attached to the heavy metal plates without the inefficiencies, hazards and other disadvantages associated with welding.
APPARATUS AND METHODS FOR ALIGNING HEAVY METAL PLATES DURING TANK CONSTRUCTION
Apparatus and methods for aligning heavy metal plates during tank construction using an alignment device, which is temporarily attached to the heavy metal plates with a pair of locking members pivotably coupled to a frame and a pair of adjustable alignment members attached to the frame between the pair of locking members. The alignment device may be attached to the heavy metal plates without the inefficiencies, hazards and other disadvantages associated with welding.
Above ground water tank fill/drain system
A trench is dug under an above ground water storage tank either before erection of the walls or after the wall is erected. A (rectangular) sump is preferably made of ? inch steel. It serves as a conduit from an inner tank liner port to an outside tank fill or drain port. The system eliminates hoses hung over the top edge of the tank wall. A pump can fill the tank from the outer port. The tank can be drained using head pressure of the water and/or a pump.