EP0640166A1 - Batiment antisismique. - Google Patents
Batiment antisismique.Info
- Publication number
- EP0640166A1 EP0640166A1 EP93904119A EP93904119A EP0640166A1 EP 0640166 A1 EP0640166 A1 EP 0640166A1 EP 93904119 A EP93904119 A EP 93904119A EP 93904119 A EP93904119 A EP 93904119A EP 0640166 A1 EP0640166 A1 EP 0640166A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- building
- circular
- building according
- bowl
- elements
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 230000009182 swimming Effects 0.000 claims description 4
- 230000000712 assembly Effects 0.000 claims 1
- 238000000429 assembly Methods 0.000 claims 1
- 238000005188 flotation Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000002301 combined effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
- B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
- B63B1/04—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with single hull
- B63B1/041—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with single hull with disk-shaped hull
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/06—Office buildings; Banks
Definitions
- the building of the invention is characterized in that it consists of a circular horizontal base structure obtained by assembled elements juxtaposed along radii of this circular base structure and together forming a bowl whose center is located on the vertical axis of the building, a vertical storey structure comprising pillars arranged in abutment on this horizontal base structure and supporting storey panels, a circular roof structure arranged in abutment on the pillars of the structure floor, this roof structure being obtained by beams and panels juxtaposed along radii of this circular roof structure, live cables being furthermore arranged on the one hand in a horizontal plane to surround the circular base structure , on the other hand in vertical planes, oriented radially, to surround the building from the periphery of the basic structure in p assant by the roof structure.
- the circular horizontal base structure comprises assembled elements juxtaposed along radii of this circular base structure and together forming a first bowl and assembled elements juxtaposed along radii of this circular basic structure to form a second bowl overturned relative to the first and supported by its periphery on the periphery of this first bowl.
- the two bowls of the basic structure are assembled by interlocking of their periphery.
- the elements juxtaposed along radii of the circular base structure to constitute at least one of the bowls are assembled by their central end to a circular crown arranged coaxially with the building.
- FIG. 1 is a schematic perspective view of an earthquake-resistant building according to the invention
- FIG. 2 is an axial section of FIG. 1,
- FIG. 3 is a partially cutaway perspective view of the structure of the building in FIGS. 1 and 2,
- FIG. 4 is a partially cutaway perspective view of the building in FIGS. 1 and 2,
- FIG. 5 shows in exploded view, the main elements used in the construction of the building in FIGS. 1 and 2,
- FIGS. 6 and 7 are views in partial section along A-A and B-B of FIG. 2,
- FIG. 8 is a partial top view of FIG. 3
- Figure 9 is a partial top view of Figure 4.
- the building according to the invention schematically comprises a circular horizontal base structure 1, a vertical storey structure 2, forming in the example shown a single storey and a circular roof structure 3 of generally convex shape.
- the basic horizontal and circular structure 0 consists of two identical bowls 4 and 5 each produced using identical elements assembled 4 1f 5- *, in the form of sectors of a circle with raised edge. These elements are juxtaposed along radii of this circular base structure whose center is located on the vertical axis XX of the building.
- the two bowls 4 and 5 overturned relative to each other, are in interlocking support by their periphery, the elements 4- ,, 5-, comprising for this purpose, on their raised edge, half identical sockets 4 2/5 2 (see Figure 4).
- the central end 4 3 , 5 3 of the juxtaposed elements 4,, 5, of the two inverted bowls 4 and 5 are assembled, by a tenon and mortise mounting, on circular crowns 4 4 , 5 4 , themselves _ made each in two half-crowns (see Figure 4).
- Pillars 4 5 support the crown 5 4 by resting on the lower crown 4 4 (see Figure 2).
- the basic structure thus produced constitutes a waterproof structure whose resistance to earthquake shaking is obtained in particular by a cable 6 placed under tension and coming to surround this basic structure 1 horizontally at the height of the peripheral joint plane of the two bowls 4 and 5.
- the coaxial rings 4 4 , 5 are themselves surrounded by a live cable.
- the upper face of the second inverted bowl 5 constitutes the floor of the ground floor of the building and is extended, outside, by floor-terrace elements 7 supported by consoles 7, and limited by railing elements 8.
- the vertical storey structure comprises pillars 9 and 10 and elements 11 forming a storey floor panel.
- the pillars 9 and 10 are supported by their lower ends in 9 * ⁇ and 10, (see Figure 3), in the middle of elements 4 *, the first bowl 4 and pass through the second bowl 5 in 9 2 , 10 2 at the height of half-sockets formed on the radially oriented jointing planes of the elements 5 ,.
- the elements 4 1 and 5 of the two bowls 4, 5 are therefore angularly offset by an angle corresponding to half the angle at the center of each element.
- These pillars 9 and 10 are preferably connected radially to each other by an arch 12 located directly under the floor floor elements 11.
- each element 4, 5 or 11 corresponds to half the angle at the center of the pillars 9, 10 oriented radially and between two adjacent pillars therefore there are, each time, two juxtaposed elements 5- , and 11 and one element 4.- juxtaposed on either side with two halves of two other elements 4 **.
- the pillars 9 and 10 are surmounted by roof beams 15 arranged radially and are joined, in the center of the building, by a crown 16 also surrounded by a live cable.
- the radial beams 15 support assembled elements juxtaposed radially 17 together constituting a dome leading to the crown 16.
- the periphery of the roof structure 3 is delimited by a roof balustrade 18 bearing on the external pillars 10 and fitted with the beams 15.
- Cables, under tension 19 are arranged in vertical planes oriented radially from the periphery of the basic structure 1 passing through the roof structure 3 so that by the combined effects of these cables with the cable 6 horizontally encircling the basic structure 1, we end up with a rigid non-deformable structure behaving as if it were in one piece while it is obtained from a large number of juxtaposed concrete elements whose dimensions are preferably determined to be transportable on the road .
- These cables 19 connect (see FIG. 2) the periphery of the ring 16 to the periphery of the basic structure 1 at the height of each radial assembly formed by the pillars 9, 10 and the beams 15; the end of the cables 19 connected to the periphery of the basic structure, split in 19 ! and 19 2 to be attached to elements 4, different from the bowl 4 (see FIGS. 6 and 7).
- a live cable 20 may also be provided to horizontally surround the elements 11 forming the floor of the floor of the building.
- a hollow element 20 forming the basin of a swimming pool, this swimming pool being surmounted by a dome 21 supported by pillars 22.
- Horizontal panels 23 surrounded by a 2 balustrade 24 are also juxtaposed radially in order to form a * dome floor (see FIG. 4).
- the basin 20 of the swimming pool as well as the dome 21 are preferably made in two halves _ 0 assembled,
- the external face of the anti-icing building according to the invention is constituted by wall elements 24 (see FIGS. 4 and 5) arranged on either side of openings 26 constituting doors- ⁇ windows of living rooms on the ground floor. These French windows are delimited on the upper edge by lintels 27. At the height of the first floor, there are window units 28 connected by wall panels 29, which are optionally provided with solar collector panels 30.
- Such solar collector panels 31 may also be provided above the framework elements 17 which together constitute the dome of the building.
- this earthquake-resistant building is supported by the base structure 1 and more precisely by the first basin with a sealed wall 4.
- this basin 4 of the base structure 1 may be produced in a volume which depends on the weight of the building which it supports , in order to constitute a floating building whose water line does not exceed the edge of the bowl 4.
- the building can thus be arranged in order to float in the water of a basin, which will allow in particular to orient it permanently compared to the sun.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9203149A FR2688818B1 (fr) | 1992-03-17 | 1992-03-17 | Batiment antisismique. |
FR9203149 | 1992-03-17 | ||
PCT/FR1993/000075 WO1993019264A1 (fr) | 1992-03-17 | 1993-01-26 | Batiment antisismique |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0640166A1 true EP0640166A1 (fr) | 1995-03-01 |
EP0640166B1 EP0640166B1 (fr) | 1997-01-08 |
Family
ID=9427745
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP93904119A Expired - Lifetime EP0640166B1 (fr) | 1992-03-17 | 1993-01-26 | Batiment antisismique |
Country Status (25)
Country | Link |
---|---|
US (1) | US5605021A (fr) |
EP (1) | EP0640166B1 (fr) |
JP (1) | JP3301762B2 (fr) |
KR (1) | KR100273595B1 (fr) |
AT (1) | ATE147470T1 (fr) |
AU (1) | AU663163B2 (fr) |
BG (1) | BG61883B1 (fr) |
BR (1) | BR9306115A (fr) |
CA (1) | CA2132110A1 (fr) |
CZ (1) | CZ283893B6 (fr) |
DE (1) | DE69307307T2 (fr) |
DK (1) | DK0640166T3 (fr) |
ES (1) | ES2099423T3 (fr) |
FI (1) | FI103064B (fr) |
FR (1) | FR2688818B1 (fr) |
GR (1) | GR3023062T3 (fr) |
HU (1) | HU212864B (fr) |
NO (1) | NO303464B1 (fr) |
NZ (1) | NZ249154A (fr) |
OA (1) | OA09991A (fr) |
RO (1) | RO118141B1 (fr) |
RU (1) | RU2105852C1 (fr) |
SK (1) | SK280051B6 (fr) |
UA (1) | UA26346C2 (fr) |
WO (1) | WO1993019264A1 (fr) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6202365B1 (en) | 1999-05-12 | 2001-03-20 | Anthony Italo Provitola | Suspended deck structure |
US6401647B1 (en) * | 2001-01-12 | 2002-06-11 | Lorenzo E. Boston | Floatation building structure |
DE20111225U1 (de) * | 2001-07-11 | 2001-08-30 | Gampe, Fritz, Wassenaar | Gebäude |
DE102015221864A1 (de) * | 2015-11-06 | 2017-05-11 | Maurer Söhne Engineering GmbH & Co. KG | Bauwerkslager |
Family Cites Families (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1088239A (en) * | 1913-03-01 | 1914-02-24 | Robert Paine | Floatable foundation for buildings. |
US2166577A (en) * | 1937-10-06 | 1939-07-18 | Beckius Antoine | Building suitable for countries liable to earthquakes |
US2573987A (en) * | 1946-06-07 | 1951-11-06 | Henry E Sage | Building construction |
US3916578A (en) * | 1971-05-24 | 1975-11-04 | Iradj Forootan | Earthquake-proof building structure |
US3968190A (en) * | 1974-06-26 | 1976-07-06 | Stewart James L | Method of molding a spherical structure |
GB1576322A (en) * | 1976-05-19 | 1980-10-08 | Gleeson M J | Frameworks for buildings and like structures |
FR2404087A1 (fr) * | 1977-09-22 | 1979-04-20 | Hirch Jean Raphael | Constructions anti-sismiques notamment constructions avec sous-sols formant abris anti-atomiques |
FR2418850A1 (fr) * | 1978-03-01 | 1979-09-28 | Campenon Bernard Cetra | Conteneur a haut degre de securite |
US4271641A (en) * | 1978-03-06 | 1981-06-09 | Taiyo Kogyo Company Limited | Tension structure |
US4228788A (en) * | 1979-01-08 | 1980-10-21 | John Moeser | Self-contained all-terrain living apparatus |
US4633629A (en) * | 1982-06-28 | 1987-01-06 | Earthship Enterprise, Inc. | Modular building structure |
FR2542032A1 (fr) * | 1983-03-04 | 1984-09-07 | Landrin Jean Pierre | Maison antisismique orientable |
DE8431729U1 (de) * | 1984-10-29 | 1987-06-25 | IBP. Planungs- und Entwicklungs-Gesellschaft für Industrielles Bauen mbH, 7000 Stuttgart | Selbsttragendes Wandelement |
SU1270271A1 (ru) * | 1985-04-29 | 1986-11-15 | Липецкий политехнический институт | Способ возведени предварительно напр женной металлической оболочки |
SU1717776A1 (ru) * | 1989-02-10 | 1992-03-07 | Войсковая часть 67947 | Сейсмостойкое круглое в плане сооружение |
EP0519124A1 (fr) * | 1991-06-21 | 1992-12-23 | Hendrik Willem Schelfhorst | Toit pour un silo ou analogue |
US5325642A (en) * | 1992-01-17 | 1994-07-05 | Cooley Warren L | Geodesic hazardous waste containment building |
-
1992
- 1992-03-17 FR FR9203149A patent/FR2688818B1/fr not_active Expired - Fee Related
-
1993
- 1993-01-26 BR BR9306115A patent/BR9306115A/pt not_active IP Right Cessation
- 1993-01-26 DK DK93904119.0T patent/DK0640166T3/da active
- 1993-01-26 NZ NZ249154A patent/NZ249154A/en unknown
- 1993-01-26 HU HU9402660A patent/HU212864B/hu not_active IP Right Cessation
- 1993-01-26 WO PCT/FR1993/000075 patent/WO1993019264A1/fr active IP Right Grant
- 1993-01-26 RO RO94-01522A patent/RO118141B1/ro unknown
- 1993-01-26 UA UA94095830A patent/UA26346C2/uk unknown
- 1993-01-26 AU AU35039/93A patent/AU663163B2/en not_active Ceased
- 1993-01-26 RU RU94041689A patent/RU2105852C1/ru active
- 1993-01-26 AT AT93904119T patent/ATE147470T1/de not_active IP Right Cessation
- 1993-01-26 EP EP93904119A patent/EP0640166B1/fr not_active Expired - Lifetime
- 1993-01-26 ES ES93904119T patent/ES2099423T3/es not_active Expired - Lifetime
- 1993-01-26 KR KR1019940703250A patent/KR100273595B1/ko not_active IP Right Cessation
- 1993-01-26 SK SK1117-94A patent/SK280051B6/sk unknown
- 1993-01-26 US US08/307,598 patent/US5605021A/en not_active Expired - Fee Related
- 1993-01-26 JP JP51631393A patent/JP3301762B2/ja not_active Expired - Fee Related
- 1993-01-26 CZ CZ942259A patent/CZ283893B6/cs not_active IP Right Cessation
- 1993-01-26 CA CA002132110A patent/CA2132110A1/fr not_active Abandoned
- 1993-01-26 DE DE69307307T patent/DE69307307T2/de not_active Expired - Fee Related
-
1994
- 1994-09-16 BG BG99048A patent/BG61883B1/bg unknown
- 1994-09-16 FI FI944299A patent/FI103064B/fi active
- 1994-09-16 OA OA60560A patent/OA09991A/fr unknown
- 1994-09-16 NO NO943454A patent/NO303464B1/no not_active IP Right Cessation
-
1997
- 1997-04-08 GR GR970400730T patent/GR3023062T3/el unknown
Non-Patent Citations (1)
Title |
---|
See references of WO9319264A1 * |
Also Published As
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