Patent classifications
F16L1/26
Tie-in of subsea pipeline
A method of installing a header pipe joint 1 at a subsea structure 5 is provided, comprising providing a header pipe joint 1 having at least one valve 2 installed therein and connecting the header pipe joint 1 inline of a spool 15 or pipeline 18 prior to lowering the header pipe joint 1 to the subsea structure 5. The header pipe joint 1 is then lowered to the subsea structure 5, and the valve 2 is connected to the subsea structure (e.g. a subsea production system of the subsea structure such as a xmas tree) with a connection bridge e.g. a choke bridge 14. This provides a fluidic connection between the subsea structure and the header pipe joint. The subsea structure 5 comprises a foundation, e.g. suction anchors 11, which provide support for both a wellhead and the header pipe joint. A subsea assembly comprising a subsea structure 5, header pipe joint 1 and connection bridge 14 is also provided.
SYSTEM AND METHOD FOR DEPLOYING COILS OF SPOOLABLE PIPE
A system for deploying a coil of spoolable pipe from a vessel includes a first tower configured to move longitudinally and transversely along a first track coupled to the vessel, a second tower configured to move longitudinally along a second track coupled to the vessel, and a coil drum assembly coupled to the first tower. The first tower is configured to insert the coil drum assembly transversely into an interior channel of the coil when the coil drum assembly is in a retracted position, the coil drum assembly is configured to support the coil when the coil drum assembly is in an extended position and rotate during deployment of the spoolable pipe, and the first tower and the second tower are configured to move the coil drum assembly vertically.
Underwater pipeline inspection crawler
A system for underwater inspection including an inspection crawler are provided. The inspection crawler includes a housing having first and second sides, a power source, a controller, an inspection tool, at least two driving wheels, and a moveable center of gravity. A method for traversing a weld joint with the inspection crawler having a moving mass is also provided. In the method, the crawler is parked proximate to the joint, and the mass is slid along a slide rail to the second end of the crawler distal to the joint. The first end of the crawler is then propelled over the joint and the mass is slid to the center of the crawler. A center portion of the crawler is then propelled over the joint and the mass is slid to the first end of the crawler. The second end of the crawler is then propelled over the joint.
Underwater pipeline inspection crawler
A system for underwater inspection including an inspection crawler are provided. The inspection crawler includes a housing having first and second sides, a power source, a controller, an inspection tool, at least two driving wheels, and a moveable center of gravity. A method for traversing a weld joint with the inspection crawler having a moving mass is also provided. In the method, the crawler is parked proximate to the joint, and the mass is slid along a slide rail to the second end of the crawler distal to the joint. The first end of the crawler is then propelled over the joint and the mass is slid to the center of the crawler. A center portion of the crawler is then propelled over the joint and the mass is slid to the first end of the crawler. The second end of the crawler is then propelled over the joint.
Horizontal subsea tie-in system
A subsea horizontal tie-in system comprising a porch part (100) with a porch hub (101a), a termination part (200) with a termination hub (201a). The termination part is configured to land on the porch part. The tie-in system further has an alignment system to align the porch hub (101a) and the termination hub (201a) during movement of the termination hub towards the porch hub in a landed state. The alignment system comprises guide arrangements (A1, A2, B1, B2) having porch guide faces (113p, 113q, 113r) on the porch part and termination guide faces (213p, 213q, 213r) on the termination part. The porch guide faces and termination guide faces are configured to slide against each other during said movement. The porch part (100) comprises a base plate (103) on which the porch guide faces are arranged.
Horizontal subsea tie-in system
A subsea horizontal tie-in system comprising a porch part (100) with a porch hub (101a), a termination part (200) with a termination hub (201a). The termination part is configured to land on the porch part. The tie-in system further has an alignment system to align the porch hub (101a) and the termination hub (201a) during movement of the termination hub towards the porch hub in a landed state. The alignment system comprises guide arrangements (A1, A2, B1, B2) having porch guide faces (113p, 113q, 113r) on the porch part and termination guide faces (213p, 213q, 213r) on the termination part. The porch guide faces and termination guide faces are configured to slide against each other during said movement. The porch part (100) comprises a base plate (103) on which the porch guide faces are arranged.
Adjustable Pipe Spool and Connection Methods
An adjustable pipe spool includes an outer body, an inner body at least partially disposed within the outer body, an adjustment ring rotationally coupled to the inner body, a lock ring rotationally coupled to the outer body and engaging the adjustment ring, a rotation key maintained within the outer body by the lock ring, the rotation key extending into a slot in the inner body. The inner body is axially translatable with respect to the outer body between a retracted configuration and an extended configuration, and the inner body is rotationally adjustable with respect to the outer body in the extended configuration.
Tie-in of subsea pipeline
A method of installing a header pipe joint at a subsea structure is provided, comprising providing a header pipe joint having at least one valve installed therein and connecting the header pipe joint inline of a spool or pipeline prior to lowering the header pipe joint to the subsea structure. The header pipe joint is then lowered to the subsea structure, and the valve is connected to the subsea structure (e.g. a subsea production system of the subsea structure such as a xmas tree) with a connection bridge e.g. a choke bridge. This provides a fluidic connection between the subsea structure and the header pipe joint. The subsea structure comprises a foundation, e.g. suction anchors, which provide support for both a wellhead and the header pipe joint. A subsea assembly comprising a subsea structure, header pipe joint and connection bridge is also provided.
Tie-in of subsea pipeline
A method of installing a header pipe joint at a subsea structure is provided, comprising providing a header pipe joint having at least one valve installed therein and connecting the header pipe joint inline of a spool or pipeline prior to lowering the header pipe joint to the subsea structure. The header pipe joint is then lowered to the subsea structure, and the valve is connected to the subsea structure (e.g. a subsea production system of the subsea structure such as a xmas tree) with a connection bridge e.g. a choke bridge. This provides a fluidic connection between the subsea structure and the header pipe joint. The subsea structure comprises a foundation, e.g. suction anchors, which provide support for both a wellhead and the header pipe joint. A subsea assembly comprising a subsea structure, header pipe joint and connection bridge is also provided.
Subsea System and Method of Installing a Subsea System
Subsea system (100) and method of installing the subsea system (100), the method comprising the steps of: —preparing a first foundation (1′) comprising at least a first dedicated position for receiving a first subsea station (3′, 13′), —providing the first foundation (1′) with at least a first guide system (4′), —installing the first foundation (1′) at a subsea location, —preparing at least a first subsea station (3′, 13′) comprising a first flow module (5′) for connection with a pipeline (6), —installing the at least first subsea station (3′, 13′) with the first flow module (5′) in the first dedicated position on the first foundation (1′), —preparing a pipeline (6) and providing the pipeline (6) with at least a first T-connection (7′) at a determined calculated position corresponding to the first dedicated position on the first foundation (1′), —installing the pipeline (6) and allowing the pipeline (6) to rest on the first guide system (4′) on the first foundation (1′) such that the first T-connection (7′) is arranged at or in the proximity of the first dedicated position on the first foundation (1′), —preparing a first piece of pipe (8′) and connecting the first T-connection (7′) of the pipeline (6) with the first flow module (5′) on the first subsea station (3′, 13′) using the first piece of pipe (8′).