DESCRIPTION
METHOD OF REINFORCEMENT OF MARINE BUOYANCY UNITS
The present invention is concerned with a method of reinforcing a marine
buoyancy unit.
Known buoyancy units and modules are made of low-density syntactic
foam with a skin or layer of harder polymeric composite. They serve primarily to
impart buoyancy to marine objects and secondarily to protect such objects. In
harsh marine environments such units and modules tend to become damaged or to
fracture from time to time.
An object of the invention is to provide a method of renovation upgrading
and/or reinforcement for such units and modules
According to one aspect of the invention there is provided a method of
reinforcing a marine buoyancy unit designed to fit at least partially around a
marine object; said method comprising cutting slots or channels in an exterior
surface of the unit, placing reinforcement materials in the channels and filling the
channels with a curable resin to embed the reinforcement material into the
channels.
In another aspect the invention provides a method of reinforcing a marine
buoyancy unit designed to fit at least partially around a marine object; said
method comprising producing borings extending within the unit, placing
reinforcement in the borings and filling the borings with a curable resin to embed
the reinforcement into the borings.
The unit may be of part-cylindrical, e.g. semi-cylindrical, shape with an
exterior skin or layer of high strength polymeric composite and an interior formed of syntactic foam. The channels penetrate the skin and extend into the syntactic
foam interior whereas the borings would extend through the syntactic foam
closely adjacent the skin. A number of such units would be united to form a
module surrounding part of the marine object. The channels or borings extend
longitudinally of the unit. A glass fibre mat may be laminated onto the exterior after the channels or borings are filled.
The invention may be understood more readily, and various other features
of the invention may become apparent, from consideration of the following
description.
An embodiment of the invention will now be described, by way of
example only, with reference to the accompanying drawing in which Figure 1 is a
cross-section of a buoyancy module at a preliminary stage in carrying out a
method of reinforcement in accordance with the invention, and Figure 2 depicts part of a strip of reinforcement used in the method.
As shown in Figure 1, a buoyancy module 10 is composed of two
complementary units 9 each of semi-cylindrical form with a continuous outer layer 11. This is merely illustrative and there can be more than two units 9
making up the module 10. The interior main bodies 15 of the units 9 within the
layers 11 are composed of syntactic foam. The units 9 are designed to fit around a
marine object and part of the layers 11 define an internal cavity 5 shaped to
conform with the marine object. By way of example the marine object can be a
riser or pipeline with auxiliary conduits. Semi-circular recesses 12 in the
diametric plane 14 separating the units 9 are designed to fit around a pair of such
conduits. The units 9 can be held on the marine object by means of flexible bands
or bolts but it is possible to provide an interlocking connection between the units
9. Normally a series of modules 10 each composed of a pair of the units 9 would
be arranged end-to-end along the marine object and the ends of the modules 10.
At any time during their service life in a marine environment, the modules
10 and the units 9 may need to be renovated, upgraded and/or at least reinforced to
prevent fracture or separation into parts following fracture. A method of such
reinforcement, in accordance with the invention, will now be described. As
shown in Figure 1, a number of channels, here three, are made in the exterior of
each of the units 9. Typically, the channels 13 are positioned at 10°, 90° and
170° from the diametric plane 14 in the anti-clockwise sense. Typically the width
of each channel 13 is around 2.5cm (one inch) and the depth of each channel 13 is
around 5 to 6 cm (two to two and a half inches). The depth of each channel 13 is
such that the outer layer 11 is penetrated and the channel extends into the interior
foam 15. Each channel 13 extends along the length of the unit 9 but terminates
inwardly of the ends. Typically around 2.5cm (one inch) separates the ends of the
units 9 from the ends of the channels 13. After the channels 13 have been
produced any paint on the exterior peripheral surface 16 is removed in the vicinity
of each channel 13 and the regions 17 of the surface 16 at the juncture with the
channels 13 are buffed to provide a mechanical key. Any debris left from the
cutting of the channels 13 and the other treatments is removed by broshing or by
vacuum cleaning. The channels 13 are then filled with reinforcement such as
strips 20 made of a polymeric fibre mesh.
Part of one of the strips 20 is shown in Figure 2. The strip 20 has warp
bands 21 extending along its length and thinner weft bands 22 running in the
transverse direction. As shown there are ten to twelve warp bands 21 over the
width of the strip 20. The overall width of the strip 20 is greater than the width of
the channels 13. For convenience, each strip 20 is bent and rolled into a tight
cylinder held with tie wraps. After placing the rolled strips 20 in the channels 13,
the tie wraps are released and removed. The next stage in the preferred method is
to apply a glass fibre mat over the filled channels 13 and to introduce a resin mix
which fills the channels 13 to embed the strips 20. Vents in the mat allow air to
escape. The mat itself can be held in place with a pre-formed semi-rigid sheet
which is removed once the resin has cured. After curing the exterior of the
reinforced unit 9 is buffed or sanded and then painted.
The reinforcement need not be in the form of a mesh. Instead continuous
webs or strips of reinforcement material can be used or individual polymeric
fibres or strands can be used. In all cases the reinforcement is made from
polymeric fibres or strands either separate or joined together. The number of
channels 13 and their dimensions discussed above are suitable for the strips 20 of
polymeric mesh fibre and the channels 13 may be adapted to suit other
reinforcement materials. For example, single fibres or strands would need a
channel depth of at least 15mm. The most important characteristic is the tensile
strength of the mesh reinforcement material. Ideally once the strips or other
reinforcement 20 have been embedded in the channels 13 and the glass fibre mat
has been bonded onto the exterior surface of the unit 9 the additional or
supplementary tensile strength of the reinforced unit 9 or module 10 is between 25
and 200 kilo Newtons per metre circumference. The number of channels, the
width or diameter of the reinforcement and the characteristics of the reinforcement
can be adjusted to produce this tensile strength.
The fibres making up the reinforcement are made of tough rather than
brittle material and have significant elongation at break (minimum 5%, ideally over 20%). This elongation performance may be inherent in the nature of the fibre
itself, e.g. PE.PP Nylon, polycarbonate PET PE/PP, copolymers or imparted by twisting the fibres, e.g. "Kelvar" (RTM).
A material suitable for the reinforcement is the mesh system in the
"Sympaforce" range made by Synteen Technical Fibres Inc of Lancaster, South
Carolina, USA and Synteen GmbH of Klettgau-Erzingen, Germany. This is a
high tenacity PET mesh bonded and encapsulated in PNC "plastisol" paste. Meshes with weight and tensile strength biased in the axial direction are preferred,
with grades of axial strength of 50 to 200 kΝ/m and transverse/circumferential
strength of 25-100 kΝ/m being particularly suitable. The mesh nature achieves
the advantageous intermittent mechanical locking, whilst plastic surface finish
gives the desired, only poor adhesive bonding to the epoxy resin encapsulating
mix.
It is advantageous if the reinforcement is intermittently locked into the
resin mix rather than continuously bonded, to allow the essential elongation of the
reinforcement at the fracture location to be accommodated over a greater length of
reinforcement. Reinforcement in the form of mesh systems provide the
intermittent locking whilst the surface finish on the reinforcement can be selected
to limit continuous bonding.
In an alternative method instead of creating the open channels 13
longitudinal borings can be made in the units 9 near the exterior surface. The
reinforcements 20 are inserted into the borings which need to penetrate at least
one end face of the unit 9 and the borings are filled with resin as before.