Riser Clamp With Composite Lining For Offshore Friction

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Solution Overview

Problem

Existing riser clamps made of steel fail to withstand alternating high pressures, leading to buckling and torsional forces, causing permanent deformation and compromising the corrosion protective layer on the riser, which results in reduced friction and potential seawater ingress.

Innovation Solution

A riser clamp with an internal abutment surface made of fibre reinforced composite material, designed to bear against the external surface of the riser, and tensioned using circumferentially acting tightening means, such as tensioning bands with shackles and screws, to enhance frictional engagement and prevent rotation.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If steel riser clamps are used, then structural strength is provided, but friction with the riser surface is insufficient and rotation occurs

Engineering Contradiction:
Improvestructural strengthVSAvoidfrictional engagement
Core Design Contradiction:
StrengthVSReliability

Solution Approach 1:

The clamp incorporates a composite material lining on its internal abutment surface that combines high friction properties with structural integrity. This lining layer is bonded to the steel clamp body, providing enhanced frictional engagement with the riser surface while the steel substrate maintains the required structural strength.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The friction-enhancing lining is applied locally to the internal abutment surface of the clamp that contacts the riser, rather than making the entire clamp structure composite. This localized application optimizes friction where needed while maintaining the structural advantages of steel in load-bearing areas.

Inventive Principle:
Principle #3Local quality

2Strength

If steel riser clamps are used, then structural strength is provided, but permanent deformation occurs under alternating high pressure

Engineering Contradiction:
Improvestructural strengthVSAvoiddimensional stability
Core Design Contradiction:
StrengthVSStability of the object's composition

Solution Approach 1:

The composite lining material is selected to have superior resistance to deformation under cyclic loading compared to steel. This lining layer absorbs and distributes the alternating pressure forces, preventing the permanent deformation and pointwise stress concentrations that occur with homogeneous steel clamps.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The invention changes the material parameters of the clamp's contact surface by introducing a composite lining with different mechanical properties (higher elasticity, lower density, superior fatigue resistance) compared to steel, thereby improving performance under alternating high pressure conditions.

Inventive Principle:
Principle #35Parameter changes

3Reliability

If the riser clamp rotates, then friction is lost, but the corrosion protective layer is compromised

Engineering Contradiction:
Improvefrictional engagementVSAvoidcorrosion protection
Core Design Contradiction:
ReliabilityVSObject-affected harmful factors

Solution Approach 1:

The high-friction lining is applied in advance to the clamp's internal surface to prevent rotation from occurring in the first place. By ensuring sufficient frictional engagement through the optimized lining material, the design proactively prevents the harmful action of rotation that would compromise the corrosion protective layer.

Inventive Principle:
Principle #9Preliminary anti-action

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The fibre reinforced composite material provides increased friction and resistance to buckling and torsional forces, maintaining the integrity of the corrosion protective layer and ensuring secure fixation of the riser clamp, even under high pressure conditions.

Implementation Method 1

the beneficial friction properties obtained partly is due to the E-module of the armoured or reinforced composite material which is in the order of magnitude 10 GPa (GigaPascal)

Methodology Applied
Scientific EffectFriction: Friction

Data Source

PatentUS8783630B2Riser clamp
Publication Date: 2014.07.22 AKER SUBSEA AS
  • US8783630B2 patent drawing
  • US8783630B2 patent drawing
  • US8783630B2 patent drawing

AI summary

A riser clamp (1) made up of several parts and designed to carry a plurality of fluid pipes (11) in parallel with and spaced apart from a surface coated steel riser (10) is shown. The riser (10) itself is designed to be deployed into the sea for communication between a well head at the seabed and a surface vessel. Each riser clamp (1) is designed for frictional, non rotatable fixation to the surface coated riser (10) and is provided with a plurality of pipe saddles (V) to carry the respective fluid pipes (11). The riser clamp (1) has an internal abutment surface (2) made of fiber reinforced composite material which is configured substantially complementary to and designed to bear against the external, surface coated surface of the riser (10). The riser clamp (1) is tightened by means of circumferentially acting tightening means.