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(11) | EP 1 398 268 A1 |
| (12) | EUROPEAN PATENT APPLICATION |
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| (54) | Floating residential structure |
| (57) A block of residential buildings floating on water in the sea; in order for the residential
buildings to be stable in water and remain in a vertical position, the buildings (
6,7...11 ) are interlinked with rigid connections (16) to form a block of buildings
(Figure 3); the centers of gravity of the buildings in a block (full stops-C6,C7...
C11) are placed along the perimeter line of the same circumference; these centers
of gravity are evenly spread along the line of the above mentioned circumference.
The distance between the rows of residential buildings in a block (L1) equals to the
average distance between the crests of high waves (14) which occur when a strong wind
is blowing, multiplied by the coefficient c =1, c=2... Thus the length of service of the rigid connections between the buildings is
prolonged. In the sea the block of residential buildings is orientated in such a way
that the rows of buildings (B1) are perpendicular to the direction of the prevalent
strong wind. Submerged parts of buildings in a block to 44.7% of the total height
of the buildungs. 1. The novelty of our application is in the provision of the stability
of the block of buildings floating on water:
Through the allocation of the buildings-6, 7, 8...11 (draught 2, FIG 3,4), and of the rows of buildings-1.2.3 of the block around the common center of grafity symmetrically taking into consideration the distance between the high waves (in the storm), and Through the definite orientation of the direction of the rows of buildings of the block-B1 (rows 1,2,3), regarding the direction of high waves and winds-A1. |
I Part.
II Part.
1. 4,966,495
SEMISUBMERSIBLE VESSEL WITH CAPTURED CONSTANT TENSION BUOY
Filed Jul 19, 1988, Ser 221422
Int Cl. 5 B63B 35/44
U.S.C1 405-224 23 claims
A platform, the base of which is floating caisson with a boring hole in the centre.
2. The second is the addition to patent No 4,966, 495;
10 / 1990, Ser No 405224
(patent No 5379559, 10 , 1995, us 005379559A )
Abstract
" A large semisubmersible building is made up of a submerged section"..
It is the store house for different materials.
It is kept stable in water by the system of ropes and anchors
3. No 3,738,113
"OFFSHORE OIL STORAGE STRUCTURE WITH SUBMERGENCE SHELL"
14,10,1971 Ser No 189,227
Int Cl E02B, 17/00, B65d, 89/10
U.S. Cl. 61-46,5 14 Claims
The third is a platform of a tower standing in the bottom of a sea with the top above
the water.
Similar towers now are used for restaurants, aquariums and etc.
There are another patents analogues to the patent No 4,966,495 ;6, 19, 1988 but they
are only platforms in sea:
4. No 4,241,685
U.S. Cl 114-264, 8 claims
Filed Nov. 6, 1978, Ser No 957,886:
Int Cl 3 B63B 35/44; B63G 35/00
SELF - STABILIZING FLOATING TOWER
5. No 4,181,453 U.S. Cl 405 - 203 10 claims
Filed Aug. 16, 1978, Ser No 934-282
Int. Cl 2 E02B 17/00 B63B,35/44
APPARATUS FOR POSITIONING AN OFF-SHORE WEIGHT STRUCTURE ON A PREVIOUSLY POSITIONED
SEA BED UNIT
6. N 4,114,392
24,06,1977, Ser No 809897
Int Cl E02B, 17/00; U S Cl. 405-207
U.S.Cl. 405-207, 4 Claims
PLATFORM STRUCTURE FOR MARITIME INSTALLATIONS
7. N 2,972,973
05,06,1958, Ser No 733284
8 Claims / Cl. 114-43,5/
OFFSHORE PLATFORM
III Part.
The description of invention
A. for the building and all the block of buildings to be steady in water, - the buildings are connected with rigid connections in the block (9, Fig 1, Fig 2) in such a way that, -
= second version transfer:
= second version transfer:
B. The distance between the rows of buildings in the block - L1 (Fig 1, Fig 3) is
equivalent to the average distance between the crests of high waves, multiplied by
the factor C = 1 or C = =2.../ in the Figures C = 1/
Explanation:
/ During the strong winds which usually blow in one direction for a long time ( during
a year)./
C. The block of buildings is oriented in the sea in such a way that the direction
of the row buildings should be perpendicular to the direction of the strong winds
mainly blowing here, that means they should be parallel to the crests of high waves.
Explanation
/ Figures - the rows of buildings in block , I,II,III - in the table No 01, 02;
the direction of the / rows of buildings in the block is marked by horizontal arrows
- B1;
the main direction of strong winds is marked by vertical arrows A1/
/ the buildings simultaneously on the, points - 14, Fig 2, Fig 4, crest of wave or
among (between) waves in cavity, points - 15, these spots B and C provide this effect.
It will diminish horizontal amplitude of swing and improve comfort of buildings.
- through the allocation of the building and of the rows of buildings of the block around the common center of gravity symmetrically and taking into consideration the distance between the high waves (in the storm):
- through the definite orientation of the rows of buildings of the block, regarding the direction of high waves and winds.