System and method for the realization of floating platforms made of post-compressed reinforced concrete with floating quota fixed and invariable

Abstract

The invention has for object a system and a method for the realization of floating platforms formed by the aggregation of floating forms in reinforced concrete, the union set of the modules is made integral forming a single plate inserting and pulling special steel cables that cross the entire platform in sheaths arranged in the walls of the modules themselves, the pulled cables, locked in this position, compress the plate to increase resistance, the present method and system are also characterized by the fact that the quota of the platform does not vary with the tides and the loads to which it is subjected.

Claims

1. A system, comprising: a floating platform, the floating platform comprising: a plurality of floating modules joined and made integral to each other with steel cables post-compressed and anchored to a seabed in order to obtain invariability of a height of the floating platform and to vary loads acting on the floating platform and an excursion of tides wherein the floating modules are of a parallelepiped shape; wherein a union of the floating modules is accomplished by stitching together halves of longer vertical sides of parallelepipeds that make up the floating modules, the floating modules being made of reinforced concrete; wherein inside the floating modules there is a septum made of reinforced concrete placed in a center line of the longer vertical sides of the floating modules; wherein the floating modules are joined together in a pre-assembly phase by way of steel threaded rods and relative nuts and bolts for the clamping of the floating modules, wherein the floating modules form a floating platform and are made integral with each other by cables post-thesis; wherein the steel cables of post-compression of the floating modules are housed in sheaths situated in areas below and above vertical walls of the floating modules and in upper and lower zones of the septum located inside the floating modules; wherein the floating platform solidarized forming a single plate by way of a post-compression of the floating modules obtained by pulling the steel cables, the post-compression being realized by following two directions perpendicular to each other according to the vertical sides minor and major of the floating modules wherein the steel cables are made integral to the sheaths by an injection of cement mortar between the steel cables and the sheaths; wherein the floating platform is anchored to the seabed and attached to the seabed with ropes or chains, the ropes or chains being coupled to (a) weights anchored into the seabed, (b) stakes anchored into the seabed, or (c) integral foundations positioned in the seabed; wherein an entirety of the floating platform is constrained to the seabed and sunk with respect to a normal line of flotation of a quantity equal to a maximum excursion of the tides added to sinking which would under an effect of maximum loads acting on the floating platform.

2. The system of claim 1, wherein the floating platform comprises reinforced concrete, the reinforced concrete being reinforced with steel armor and even with post-compressed cable positioned in upper and lower zones of the vertical walls of the floating modules and in a central partition of the floating modules in perpendicular directions.

3. The system of claim 1, wherein the floating platform is anchored to the seabed using weights or piles on the seabed and chains or cables for connection between the floating platform and the seabed.

4. The system of claim 1, wherein at least one of the floating modules has different geometric dimensions from another one of the floating modules to satisfy a structural requirement of the floating platform.

5. The system of claim 1, wherein at least a portion of the floating modules are inserted slots to run the tensioning and locking of the steel cables of post-compression.

6. The system of claim 1, wherein the floating modules are without a central septum in less stressed areas of the floating platform.

7. A method for forming a floating platform, comprising: (a) positioning weights, piles, or foundations on the seabed for anchoring the floating platform; (b) merging a longer side of a first floating module with a second floating module to form the floating platform by (i) aligning a center line of the first floating module with an end of the second floating module, and (ii) bolting steel bars to the first floating module and the second floating module, wherein the first floating module and the second floating module are made of reinforced concrete and have a shape of a parallelepiped, the first floating module and the second floating module having an internal septum at a center line of a longest side of a respective one of the first floating module or the second floating module; (c) reinforcing the floating modules by inserting and pulling post-tensioning cables in sheaths positioned in lower and upper zones of vertical walls of the floating modules and of the internal septum at the center line of the floating modules, the post-compression cables being inserted into and prestressed in a direction perpendicular to the vertical walls of a long and short side of the floating modules, thereby forming the floating platform; (d) in the sheaths containing the post-tensioning cables, injecting a cement mortar between the post-tensioning cables and the sheaths to obtain a solidarization of both the post-tensioning cables and the sheaths; (e) partially flooding the floating modules to sink the floating module partially up to a height equal to a maximum tidal excursion added to a sinking height that the floating platforms would experience during maximum loads operating on the floating platform; (f) connecting the first floating module and the second floating module to the seabed via cables or chains with the weights, piles, or foundations positioned on the seabed to join the floating platform with the seabed; (g) performing steps (a) through (f) with at least one additional floating module until reaching desired dimensions for a final form of the floating platform; and (h) emptying of the caissons of at least the first floating module and the second floating module by pumping water previously accumulated in the caissons.

8. The method of claim 7, wherein the first floating module and the second floating module, before step (c) is performed, are aggregated with each other using steel threaded rods, nuts and bolts, and anchoring plates.

9. The method of claim 7, wherein step (f) is performed progressively in proportion to an increase of a surface made partially of the floating platform.

Description

(1) The characteristics and advantages of the present invention will be apparent from the following description of an embodiment thereof, illustrated by way of non-limiting example in the attached drawings, in which:

(2) The FIG. 1 shows schematically a module according to a first embodiment, the module 6 is made from reinforced concrete with the sheaths 5 prepared for the passage of post-compression cables, they are indicated the threaded bars 4 that serve to provisionally join a module to other modules before it happens the post-compression of the cables, they are drawn the protrusions 3 and the recesses 2 that have negative form identical to the protrusions, such protrusions and recesses serve for centering between the modules that will be aggregated, finally in FIG. 1 are indicated the hatchs 1 for access to the interior of the module 6.

(3) The FIG. 2 shows the module 4 in transparency highlighting the dashed lines 3 with the passages of the sheaths in which there are the cables for the post-compression 1 and 2.

(4) The FIG. 3 shows a schematic aggregation of some modules forming a portion of the platform, inserted in a body of water having surface 4, this portion is anchored to the seabed 2 with the ballast 1 and the connections with steel chains 3, they are also shown in dashed lines the post-tensioned steel cables 5 that continue in the remaining parts of the platform.

(5) The anchoring to the seabed can be realized in various ways, either with the use of weights, both with the use of piles stuck into the seabed, and with other prior art systems. Some of the modules that make up the platform may be increased in height, different from the others in order to satisfy structural requirements and/or of a practical use of the platform. The post-tensioned cables are locked after tensioning with special metal wedges inserted in appropriate housings, the modules where takes place the clamping of the cables are designed with the necessary housings.