EP1464059B1 - Gebäude mit innenraumschutz - Google Patents
Gebäude mit innenraumschutz Download PDFInfo
- Publication number
- EP1464059B1 EP1464059B1 EP03722400A EP03722400A EP1464059B1 EP 1464059 B1 EP1464059 B1 EP 1464059B1 EP 03722400 A EP03722400 A EP 03722400A EP 03722400 A EP03722400 A EP 03722400A EP 1464059 B1 EP1464059 B1 EP 1464059B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- building
- ceiling
- building according
- interior
- inner opening
- 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.)
- Expired - Lifetime
Links
Images
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
- E04H9/04—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 against air-raid or other war-like actions
- E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
Definitions
- the present invention relates to a building with interior protection.
- From DE 28 35 877 C2 is a building according to the preamble of claim 1 known.
- From DE 697 880 C is a protective cover against projectile effects known in which a 30 cm thick layer of water over a 50 cm thick Adipinklareglycerinester für and a 10 cm thick layer of sand is provided.
- the object of the invention is to protect the interior of buildings against the Improve effects of events such as airplane crashes.
- a first embodiment of the building with interior protection is under Referring to Fig. 1 described.
- the rectangular in plan building 1 is in Fig. 1 in cross section perpendicular to shown in its longitudinal direction.
- the building is longitudinally extending Side walls 2, 3 and a ceiling 4 on.
- the longitudinal direction arranged frontal walls are not shown in Fig. 1.
- the building 1 has continue on a bottom 5 on.
- the side walls 2, 3, the end walls, not shown, the ceiling 4 and the floor 5 surround an interior space 6.
- the building 1 is at the embodiment shown as an intermediate storage for fuel from Nuclear power plants used, which are designated in Fig. 1 by the reference numeral 7.
- devices for handling and / or transporting the fuel assemblies such as the crane assembly 8 provided.
- air inlets 9 are provided, of which in Fig. 1 a Air inlet 9 is shown in cross section.
- the air inlet 9 has an outer opening 9a on the outside (the side of the wall facing away from the interior) of the wall 2, an inner opening 9c on the inside (the side facing the interior of the Wall) of the wall 2 and one the outer opening 9a and the inner opening 9c connecting channel 9b.
- the Inner opening 9c in the vertical direction lower than the outer opening 9a arranged.
- the channel 9c has an extension 9d at its in the vertical direction lower end up. This extension 9d is arranged lower than the inner opening 9c and is used to collect liquids that may pass through the opening 9a in enter the air inlet 9.
- the side wall 3 has corresponding air inlets 9 of which in Fig. 1 also an air inlet 9 is shown. The way through the air inlets 9 incoming air is shown in Fig. 1 by arrows.
- the ceiling 4 is convexly curved in the embodiment shown in Fig. 2.
- the Ceiling 4 has air outlets 10, two of which are shown in Fig. 1, on.
- the Air outlets 10 are preferably approximately at the highest point of Ceiling curvature arranged.
- the air outlets 10 have an inner opening 10a, a Outside opening 10c and one the inner opening 10a and the outer opening 10c connecting channel 10b.
- Over the outer opening 10c is a cover 11th arranged, for example, in the form of a supported gable roof.
- check valves in the air outlets 10 be arranged, which by flowing out of the interior 6 to the outside air open and through air or other objects flowing in the opposite direction closed (kickback). That is, the air outlets are through a Knockback device, which allows the vertical entry and passage of Liquids, such as burning kerosene, and / or gases through the Air leakage into the building is essentially blocked, protected.
- the building 1 is preferably made of reinforced concrete.
- the building 1 is so dimensioned that the building construction collapse against a predetermined event, such as the crash of a particular aircraft is. This means that, for example, the construction is dimensioned such that the Crash of an Airbus A320 aircraft weighing X tonnes not at a speed of Y km / h and at a certain angle causes the building to collapse.
- the building can be sized that the crash leads to no holes or the like in the building or that Holes or cracks of a certain size are allowed.
- the ceiling 4 has at least one water tank 12 formed in the ceiling is on.
- the ceiling 4 a the Interior 6 facing bottom 4a and the interior upwards turned away top 4b.
- the top and bottom 4a and 4b limit the Water tank 12.
- the bottom 4a of the ceiling 4 is the collapse safe dimensioned ceiling, while the top 4b is not sized to collapse safe.
- one plane crash or another Impact of an object herein, the top 4b at least partially destroy, with the water in the water tank 12 as a Buffer acts like a damping element and protects the bottom 4a.
- the top 4b collapse safe dimensioned. In that case, would at least no significant damage to the water tank 12 occur, so that the water remain at least for the most part in the water tank 12 would. This would then, for example, on the outer surface of the ceiling 4 burning kerosene, a kind of cooling jacket for the bottom 4a represent.
- the vaulting of the Ceiling 4 causes a flammable liquid, such as kerosene, if necessary reaches the outer surface of the ceiling 4, flows off laterally. Because the air outlets 10 formed at or near the highest point of the ceiling occurs, even if the cover 11 and / or a check valve should be damaged, none large amount of the combustible liquid in the interior 6 a.
- the water tanks in the longitudinal direction and / or in Transverse direction of the building divided into separate compartments. This makes it possible that either only one compartment of the water tank 12 is damaged and / or that on certain parts of the building remove the water from the corresponding compartment of the building Water tank is drained without the water in other compartments of the Water tank drains off.
- Fig. 2 is a second embodiment of the building with interior protection shown.
- the embodiment is different from the first embodiment essentially in that the ceiling 4 is not curved, but with two oblique Halves is designed in the manner of a gable roof.
- the oblique training of Outside of the ceiling 4 also leads to the fact that optionally on the outside applied flammable liquids, such as kerosene drain.
- the Air outlets 10 are also at or near the highest point (ridge) of the Roof trained.
- Fig. 3 is a third embodiment of the building with interior protection shown.
- the embodiment is different from that shown in FIG Embodiment in that the air outlets 10 of the first embodiment through air outlets 13, which not only near the highest point, but at several points formed along the camber are replaced.
- the Air outlets are preferably provided with check valves.
- Fig. 4 is a fourth embodiment of the building with interior protection also shown only in the second embodiment shown in Fig. 2 differs in that instead of the air outlets 10, the air outlets 13 of the third embodiment are provided.
- the building 1 exhibits, if it serves as an intermediate storage for a fuel Nuclear power plant is used, for example, a height h (see Fig. 2, 4) of 10 up to 30 m, preferably 18 m, a width b of 20 to 50 m, preferably 38 m, and a length in the longitudinal direction (perpendicular to the paper plane) of 80 to 150 m, preferably 92 m up.
- the height of the water tank 12 in the vertical direction is in the range of 1 to 4 m, preferably 1.50 to 2.50 m.
- buildings 1 additional construction elements such Have props 14 or the like.
- FIGS. 2 and 4 is a schematic in each case large passenger plane 15 with a mass of more than 100 t as an object, whose potential impact is used to design the structure, shown.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Building Environments (AREA)
- Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
- Finishing Walls (AREA)
Description
- Fig. 1
- eine erste Ausführungsform eines Gebäudes mit verbessertem Innenraumschutz;
- Fig. 2
- eine zweite Ausführungsform eines Gebäudes mit verbessertem Innenraumschutz;
- Fig. 3
- eine dritte Ausführungsform eines Gebäudes mit verbessertem Innenraumschutz; und
- Fig. 4
- eine vierte Ausführungsform eines Gebäudes mit verbessertem Innenraumschutz.
Claims (8)
- Gebäude mit Wänden (2, 3) und einer Decke (4), die einen Innenraum (6) umgeben, das einsturzsicher gegenüber dem Aufprall eines Flugzeugs (15) durch Absturz auf die Außenseite bemessen ist, bei dem in der Decke (4) ein Wasserbehälter (12) ausgebildet ist, und in wenigstens einer der Wände wenigstens ein Lufteintritt (9) vorgesehen ist, der eine an der Außenseite der Wand (2, 3) angeordnete Außenöffnung (9a), eine an der Innenseite der Wand (2, 3) angeordnete Innenöffnung (9c) und einen die Außenöffnung (9a) und die Innenöffnung (9c) verbindenden Kanal (9b) aufweist, wobei die Innenöffnung (9c) in senkrechter Richtung unterhalb der Außenöffnung (9a) angeordnet ist, dadurch gekennzeichnet, daß der Kanal (9b) an einem in senkrechter Richtung unteren Ende einen Fortsatz (9d) aufweist, der tiefer als die Innenöffnung angeordnet ist.
- Gebäude nach Anspruch 1, bei dem die Decke eine Unterseite (4a) und eine Oberseite (4b), die den Wasserbehälter (12) begrenzen, aufweist.
- Gebäude nach Anspruch 2, bei dem die Unterseite (4a) der Decke einsturzsicher gegen den Aufprall des Flugzeugs (15) von außen ausgebildet ist.
- Gebäude nach Anspruch 2 oder 3, bei dem die Oberseite (4b) der Decke einsturzsicher gegen den Aufprall des Flugzeugs (15) von außen ausgebildet ist.
- Gebäude nach einem der Ansprüche 1 bis 4, bei dem der Wasserbehälter (12) in voneinander getrennte Abteile unterteilt ist.
- Gebäude nach einem der Ansprüche 1 bis 5, bei dem in der Decke wenigstens ein Luftaustritt (10) vorgesehen ist.
- Gebäude nach Anspruch 6, bei dem die Decke konvex gewölbt ist und der Luftaustritt an dem oder nahe des höchsten Punktes der Wölbung der Decke (4) ausgebildet ist.
- Gebäude nach Anspruch 6 oder 7, bei dem der Luftaustritt eine Rückschlag-Vorrichtung aufweist.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE20205497U | 2002-04-09 | ||
DE20205497U DE20205497U1 (de) | 2002-04-09 | 2002-04-09 | Gebäude mit Innenraumschutz |
PCT/EP2003/003546 WO2003085679A1 (de) | 2002-04-09 | 2003-04-04 | Gebäude mit innenraumschutz |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1464059A1 EP1464059A1 (de) | 2004-10-06 |
EP1464059B1 true EP1464059B1 (de) | 2005-07-06 |
Family
ID=7969831
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03722400A Expired - Lifetime EP1464059B1 (de) | 2002-04-09 | 2003-04-04 | Gebäude mit innenraumschutz |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1464059B1 (de) |
AT (1) | ATE299288T1 (de) |
AU (1) | AU2003229608A1 (de) |
DE (2) | DE20205497U1 (de) |
WO (1) | WO2003085679A1 (de) |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE600036C (de) | 1934-07-16 | Martin Stolle | Allseitig geschlossener gasdichter Aufenthaltsraum | |
DE697880C (de) | 1935-09-12 | 1940-10-25 | Rudolf Ditmar Dr | Zusaetzliche Schutzdecke fuer Hauseindeckungen und Dachboeden |
CH190195A (de) | 1936-03-21 | 1937-04-15 | Peyer Hermann | Deckenkonstruktion für Luftschutzräume und Befestigungsbauten. |
US3104060A (en) | 1960-12-07 | 1963-09-17 | Robertson Co H H | Fire extinguishing system and apparatus |
DE1146598B (de) * | 1961-06-14 | 1963-04-04 | Siemens Ag | Sicherheitseinrichtung fuer die Gebaeude von Leistungskernreaktoren |
DE1759835B2 (de) | 1968-06-12 | 1974-02-28 | Huettenwerk Oberhausen Ag, 4200 Oberhausen | Stahl-Hohlstütze |
DE2835877C2 (de) | 1978-08-16 | 1981-09-24 | Kraftwerk Union AG, 4330 Mülheim | Gegen Stoßeinwirkungen geschütztes Kernkraftwerk |
US5049353A (en) * | 1989-04-21 | 1991-09-17 | Westinghouse Electric Corp. | Passive containment cooling system |
US5169596A (en) * | 1992-03-06 | 1992-12-08 | Westinghouse Electric Corp. | Large panel design for containment air baffle |
DE19537510C2 (de) | 1995-09-27 | 1998-07-23 | Friedrich O Braun | Wand-, Decken- oder plattenförmige Fundamentkonstruktion aus Beton, Bausatz sowie Verfahren zu ihrer Herstellung |
-
2002
- 2002-04-09 DE DE20205497U patent/DE20205497U1/de not_active Expired - Lifetime
-
2003
- 2003-04-04 AT AT03722400T patent/ATE299288T1/de not_active IP Right Cessation
- 2003-04-04 WO PCT/EP2003/003546 patent/WO2003085679A1/de not_active Application Discontinuation
- 2003-04-04 AU AU2003229608A patent/AU2003229608A1/en not_active Abandoned
- 2003-04-04 DE DE50300728T patent/DE50300728D1/de not_active Expired - Fee Related
- 2003-04-04 EP EP03722400A patent/EP1464059B1/de not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP1464059A1 (de) | 2004-10-06 |
AU2003229608A1 (en) | 2003-10-20 |
ATE299288T1 (de) | 2005-07-15 |
DE50300728D1 (de) | 2005-08-11 |
DE20205497U1 (de) | 2002-07-04 |
WO2003085679A1 (de) | 2003-10-16 |
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