[0001] The subject invention relates to a parallelepiped floating structure, comprising
connecting means.
[0002] Such a structure is known from the Australian patent specification 554951. Several
floating structures can be assembled by means of connecting means provided in the
top layer of each floating structure. By putting two floating structures against
each other and applying of a cover plate the connection is obtained between the two
floating structures through the cover plate being bolted to the top face of each floating
structure. The first drawback of this method is that it is required to have a cover
plate which must be adapted to the use of the floating structure. This means that
it is not possible to simply connect several floating structures and obtain a cheap
modular system. Furthermore the connection through the cover plate is not very rigid
and/or requires a cover plate having a considerable thickness. In either case considerable
momentums result at the interface between two floating structures in the cover plate
resulting in premature failure. Finally it is necessary that after the cover plate
is provided and the bolts are inserted some covering of the bolt holes is realized
such that a smooth upper surface is obtained.
[0003] The subject invention aims to obviate these drawbacks and to provide a parallelepiped
floating structure which can be connected in an easy way with other devices such as
similar floating structures without requiring any further work and being easy to
produce.
[0004] According to the invention this is realized in that the extremities of at least two
adjoining sides, being vertical in the position of use, are separated by a vertical
face, enclosing substantially equal angles with said sides and being provided with
said connecting means.
[0005] When connecting several floating structures according to the invention the connecting
means can be provided in the face between two vertical sides of the parallelepiped
structure. This means that space is provided to arrange connecting means which can
be provided both at the upper and the lower end of a floating structure. Because
of this tensions will be more uniformly distributed over the surface of the floating
structure, such that on the one hand a more rigid connecting between two floating
structures is obtained and on the other hand these structures can be realized in a
more lighter embodiment. As the face between two vertical sides encloses about the
same angle with said vertical sides, tensions are optimally distributed over these
sides. If, such as with the prior art, a right angle exists between two adjoining
sides, a force applied to one of said sides will generally have a component which
cannot be absorbed by that side and failure will occur.
[0006] Because the connection is realized at the sides of the floating structure it is
possible to provide each parallelepided structure with its own upper surface functioning
as cover surface and no further finishing is required. This in contrast to the prior
art where a separate cover surface had to be realized. Landings etc. are constructed
by connecting several floating structures together. In contrast to the prior art the
same area as the upper surface of the construction is immersed in water giving an
increased floating capacity and stability. In contrast to the prior art the connection
between two structures can be realized near the center which means that if any only
small momentums are present.
[0007] According to a preferred embodiment the connecting means comprise anchoring sleeves.
These can be simply provided when the floating structure is realized. If the floating
structure comprises a concrete shell this can be simply provided in the mould before
pouring of the concrete material.
[0008] If at least one of the other vertical sides has connecting means as decribed above
it is possible to connect floating structures in several ways. Because it is relatively
easy to connect and disconnect the floating structures it is e.g. possible to use
one set of floating structures in a marina one time as landing and another time as
floating terrace.
[0009] According to a further embodiment the floating structure comprises a concrete container
being filled with foam material. Of course the specific weight of the floating structure
as such must be smaller than 1 to obtain the desired floating properties.
[0010] According to further preferred embodiment the concrete shell is prepared from a steel
fiber-concrete mixture and coated with a concrete cover layer.
[0011] The invention also relates to an assembly comprising several floating structures
as described above wherein means are provided to elastically connect those floating
structures. Such a connecting is especially preferred when larger floating structures
or a number of rigidly connected floating structures are connected to other larger
floating structures or another number of floating structures.
[0012] The invention will be further elucidated referring to the enclosed drawings, wherein:
Fig. 1 shows in plan view a floating structure according to the invention,
Fig. 2 shows in perspective view three floating structures according to the invention
defining a field,
Fig. 3 shows in perspective a detail of the floating structure according to fig.
1,
Fig. 4 shows in plan view connecting of four floating structures together, and
fig. 5 shows a cross section V-V through the floating structure according to fig.
1.
[0013] In fig. 1 a floating structure according to the invention is shown generally indicated
with 1. The substantially parallelepiped structure comprises an upper surface 2 and
a lower surface 3 as well as long sides 4 and short sides 5. According to the invention
the long sides 4 and the short sides 5 are defined at their extremities by a face
6 enclosing about the same angles with both side 4 and side 5. The length-width ratio
of the parallelepiped structure according to the invention is chosen such that easily
a modular system can be obtained. This means that the length is an whole number of
the width. As example the length can be 3,84 m and the width 1,28 m. This is e.g.
dictated by a shape of the filling of the floating structure as will be described
below more in detail.
[0014] In fig. 2 several floating structures 1 according to the invention are shown being
coupled together through angle profiles 7 being secured with bolts 8 to anchoring
sleeves (not shown) provided in the floating structures 1. With 9 schematically the
water line is shown.
[0015] In fig. 3 a detail of fig. 1 is shown from which the position of the anchoring sleeves
10 becomes clear. As shown in figure 1 also at sides 4 and 5 connecting sleeves 21
are provided. Now it is possible to perpendicularly connect two structures 1 or with
a 45° angle. Fig. 4 shows in top view an example of four floating structures 1 being
connected with two angular profiles 11. These angular profiles are provided with (in
the position of use) horizontal extending plates 12 and 13 overlapping each other.
If the four floating elements are positioned correctly a hole in each of the plates
12 and 13 comes into register and into this hole a bolt 15 can be introduced. In the
height of each angle profile several of such plate assemblies can be provided.
[0016] Fig. 5 shows a cross section through a floating structure according to the invention
and it is clear from the figure that it comprises a concrete shell 16 filled with
polystyrene material 17. Concrete shell 17 comprises a cover layer 18 only containing
concrete whilst thicker layer 19 comprises a mixture of concrete and steel fiber
to give a reinforcement. It is clear that at its sides the floating structure is chamferred
at 20 to provide discharge of water, prevent damage and to absorb differences in height.
[0017] A floating structure according to the invention can be realized by pouring concrete
around a standard foam plate in the mould.
[0018] Forces acting on the connecting through the connecting means on face 6 will be evenly
distributed to sides 5 and 4. This in contrast to what is known in the prior art.
The floating structures and more particular an assembly of several connected floating
structures according to the invention can be used as pontoon, as landing in harbours
etc. If several units, each comprising e.g. three floating elements according to the
invention, have to be coupled, it is preferable to use an elastic coupling. This can
comprise the use of rubber material elastic rings. This to allow some relative movement
between several of the units.
1. Parallelepiped floating structure, comprising connecting means, characterized in that the extremities of at least two adjoining sides, being vertical in the position
of use, are separated by a vertical face, enclosing substantially equal angles with
said sides and being provided with said connecting means.
2. Floating structure according to claim 1, wherein the upper surface functions as
cover surface.
3. Floating structure according to claim 1 or 2, wherein said connecting means comprise
anchoring sleeves.
4. Floating structure according to one of the preceding claims wherein at least one
of the vertical sides of the parallelepiped structure is provided with connecting
means.
5. Floating structure according to one of the preceding claims, wherein said floating
structure comprises a concrete shell filled with foam material.
6. Floating structure according to claim 5, wherein the concrete container is prepared
from a steel fiber-concrete mixture, coated with a concrete cover layer.
7. Assembly comprising several floating structures according to one of the preceding
claims, wherein means are provided for elastically connecting.