EP1111160A2 - Dismountable car park - Google Patents
Dismountable car park Download PDFInfo
- Publication number
- EP1111160A2 EP1111160A2 EP00128079A EP00128079A EP1111160A2 EP 1111160 A2 EP1111160 A2 EP 1111160A2 EP 00128079 A EP00128079 A EP 00128079A EP 00128079 A EP00128079 A EP 00128079A EP 1111160 A2 EP1111160 A2 EP 1111160A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile body
- ceiling
- parking garage
- garage according
- gap
- 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
- 229920003023 plastic Polymers 0.000 claims abstract description 4
- 239000004033 plastic Substances 0.000 claims abstract description 4
- 239000007788 liquid Substances 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000010410 layer Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000009795 derivation Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- -1 Petrol Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000000806 elastomer Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011253 protective coating Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/086—Drainage arrangements or devices
-
- 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
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
- E04H6/10—Garages for many vehicles without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps
Definitions
- the invention relates to a remountable parking garage with a Skeleton support structure with vertical supports, essentially horizontal ceiling beams and a variety of pavement slabs used to form a drivable Surface are kept on the ceiling beams, being a gap formed between adjacent pavement slabs runs above a ceiling girder in its longitudinal direction.
- DE 298 06 840 U1 describes a similar type that can be remounted Parking garage shown, in which the pavement slabs arranged so are that between adjacent pavement slabs formed gaps or joints above a ceiling girder run in the longitudinal direction. To the gaps and joints to be sealed are elastic joint seals in each of these inserted. The road slabs are through special Tendons tensioned against each other in their plate level, which also puts the joint seals under pressure. Although this improves sealing that formed between adjacent pavement slabs Gaps and gaps can be achieved is the assembly effort in such a remountable parking garage very large, so that this is overall uneconomical.
- Another disadvantage is that it is an acceptable Sound insulation between the road slabs and the ceiling beams is not given or is only with great effort can be achieved.
- the invention has for its object a remountable To create parking garage of the type mentioned, in which the the aforementioned problems avoided and the pavement slabs in sealed and soundproofed on the ceiling beams are stored.
- This object is achieved with a remountable Parking garage solved in that the roadway plates with interposition a channel-shaped profile body on the Ceiling beams are supported, with the profile body in Longitudinal direction of the gap runs below this.
- the pavement slabs, each of them as liquid-tight Partial areas are not directly located on the respective ceiling support, but it is the gutter-shaped profile body interposed, which both sound insulation as well as sealing and drainage of liquids.
- Liquid accumulating on the top of a pavement slab can thus flow to the edge and at the most gap formed between adjacent roadway plates drip down. Below this gap, however, is the trough-shaped Profile body arranged, the dripping down Absorbs liquid and in its groove in the longitudinal direction derives. This prevents the Get liquid to the parking level below can.
- the profile body is preferably made of an elastic Plastic material formed so that it is a sound engineering Separation between the carriageway slab and the ceiling beam causes and at the same time for a seal between these components.
- the ceiling support has an I-profile and the channel-shaped Profile body with its underside on the top chord of the ceiling girder is preferably placed over the entire surface. This can be used for exact positioning of the profile body also be glued to the ceiling support.
- the profile body has a U-shaped open top Cross section, with on the top of each U-leg of the Profile body superimposed on an edge region of a pavement slab is.
- the seal between the one hand the pavement slab and the profile body and on the other hand between the Profile body and the ceiling beam can by the weight the carriageway slab can be reached.
- a clamping device is provided, by means of which Roadway plate is tensioned against the profile body.
- the Clamping device also takes the slab transverse forces lifting off the ceiling girder.
- Reliable derivation of the trough-shaped profile body liquid can be reached if the ceiling beam and thus also the channel-shaped profile body is inclined by a small amount in the longitudinal direction. At the The liquid becomes the end of the channel-shaped profile body delivered to a discharge system in a known manner.
- the channel-shaped profile body to examine or of foreign objects that are there have accumulated to clean, appropriate maintenance work through the between the adjacent pavement slabs formed gap are executed.
- the gap has a width of about 15 mm to 30 mm.
- a skeleton support structure of a car park that can be remounted essentially comprises several arranged parallel to each other horizontal ceiling beams 11, of which in the Figure is only a single example.
- the Ceiling beam 11 has an I-profile with an upper flange lla, a vertical web llb and a lower flange llc.
- On is the top of the top chord 11a of the ceiling beam 11 a trough-shaped profile body 16 supported one has a U-shaped cross-section open to the top and made of an elastic plastic material, especially one There is elastomer.
- the profile body 16 runs in the longitudinal direction the ceiling beam 11 and is in particular as a continuous joint-free component manufactured.
- a carriageway slab 12 comprises a steel sheet in particular trained carrier layer 13, the top with a Protective layer or coating 14 is provided, the pulled up to the side surfaces of the carrier layer 13 is.
- the carriageway slab 12 On its underside, the carriageway slab 12 only carries schematically indicated stiffeners 15 and several after below protruding threaded bolt 17, which is near the edge area the roadway plate 12 are welded to it.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Building Environments (AREA)
- Bridges Or Land Bridges (AREA)
- Tents Or Canopies (AREA)
- Water Treatment By Sorption (AREA)
- Photovoltaic Devices (AREA)
- Synchronous Machinery (AREA)
- Led Devices (AREA)
Abstract
Description
Die Erfindung betrifft ein remontierbares Parkhaus mit einer Skelett-Tragkonstruktion mit vertikalen Stützen, im wesentlichen horizontalen Deckenträgern und einer Vielzahl von Fahrbahnplatten, die zur Bildung einer befahrbaren Oberfläche auf den Deckenträgern gehalten sind, wobei ein zwischen benachbarten Fahrbahnplatten gebildeter Spalt oberhalb eines Deckenträgers in dessen Längsrichtung verläuft.The invention relates to a remountable parking garage with a Skeleton support structure with vertical supports, essentially horizontal ceiling beams and a variety of pavement slabs used to form a drivable Surface are kept on the ceiling beams, being a gap formed between adjacent pavement slabs runs above a ceiling girder in its longitudinal direction.
Für die Herstellung eines Parkhauses ist es heutzutage einerseits bekannt, dieses im wesentlichen aus Beton herzustellen, indem zwischen auf der Baustelle erstellten oder als Fertigteil angelieferten Betonstützen Träger und Decken aus Beton ausgebildet werden, die als Abstell- und Verkehrsfläche dienen. Derartige Parkhäuser sind als feststehende, für den Dauereinsatz projektierte Bauten bewährt, obwohl die Erstellung von Ortbetonbauteilen spezielle Witterungsbedingungen erfordert und der Beton aufgrund seines hohen Gewichtes im Verhältnis zu seiner Tragfähigkeit relativ groß dimensionierte und schwere Bauteile ergibt. Nowadays, on the one hand, it is for the manufacture of a parking garage known, this is essentially made of concrete manufacture by between created on site or delivered as prefabricated concrete supports and Ceilings are made of concrete that serve as storage and Serve traffic area. Such parking garages are considered fixed buildings designed for permanent use proven, although the creation of in-situ concrete components requires special weather conditions and the concrete due to its high weight in relation to his Load capacity relatively large and heavy Components results.
Aus der DE 298 09 011 U1 ist ein remontierbares Parkhaus bekannt, dessen Tragkonstruktion aus einem Stahlskelett mit vertikalen Stützen und horizontalen Deckenträgern besteht. An der so gebildeten stählernen Rahmenkonstruktion werden Fahrbahnplatten aus Stahl, aus Beton oder aus einer Stahl-Beton-Verbundkonstruktion montiert, indem sie auf die Dekkenträger aufgelegt und mit dem jeweiligen Deckenträger verschraubt werden. Um von der Oberseite der Fahrbahnplatten einer Deckenebene eintretende Flüssigkeiten und sonstige Verunreinigungen von den Fahrzeugen der darunterliegenden Deckenebene fernzuhalten, ist unterhalb der Fahrbahnplatten auf die Deckenträger eine Lage aus Blechen aufgelegt, die ebenfalls an den Deckenträgern angeschraubt sind.DE 298 09 011 U1 describes a parking garage that can be remounted known, the supporting structure made of a steel skeleton vertical columns and horizontal ceiling beams. On the steel frame construction thus formed Road slabs made of steel, concrete or a steel-concrete composite construction assembled by placing it on the ceiling support applied and with the respective ceiling support be screwed. To from the top of the pavement slabs liquids entering the ceiling and other Contamination from the vehicles below Keeping the ceiling level away is below the carriageway slabs a layer of sheet metal is placed on the ceiling beams, which are also screwed to the ceiling beams are.
Es hat sich gezeigt, daß im Bereich der Befestigungsstellen, d.h. an den Schraubenlöchern, an denen die Befestigungsschraube jeweils das Blech und den Obergurt des Dekkenträgers durchdringt, häufig Undichtigkeiten auftreten, die sich nur mit großem Aufwand oder teilweise gar nicht abdichten lassen, so daß die Gefahr besteht, daß Wasser, Benzin, Ö1 oder sonstige Flüssigkeiten auf die darunterstehenden Fahrzeuge tropft.It has been shown that in the area of the attachment points, i.e. on the screw holes where the mounting screw the sheet metal and the top flange of the ceiling support penetrates, leaks occur frequently, which can only be done with great effort or sometimes not at all have it sealed so that there is a risk that water, Petrol, oil or other liquids on the ones below Vehicles dripping.
In der DE 298 06 840 U1 ist ein gleichartiges remontierbares Parkhaus gezeigt, bei dem die Fahrbahnplatten so angeordnet sind, daß die zwischen benachbarten Fahrbahnplatten gebildeten Spalte oder Fugen oberhalb eines Deckenträgers in dessen Längsrichtung verlaufen. Um die Spalte und Fugen abzudichten, sind in diese jeweils elastische Fugendichtungen eingelegt. Die Fahrbahnplatten sind durch spezielle Spannglieder in ihrer Plattenebene gegeneinander gespannt, wodurch auch die Fugendichtungen unter Druck gesetzt werden. Obwohl sich auf diese Weise eine verbesserte Abdichtung der zwischen aneinandergrenzenden Fahrbahnplatten gebildeten Spalte und Fugen erzielen läßt, ist der Montageaufwand bei einem derartigen remontierbaren Parkhaus jedoch sehr groß, so daß dieses insgesamt unwirtschaftlich ist.DE 298 06 840 U1 describes a similar type that can be remounted Parking garage shown, in which the pavement slabs arranged so are that between adjacent pavement slabs formed gaps or joints above a ceiling girder run in the longitudinal direction. To the gaps and joints to be sealed are elastic joint seals in each of these inserted. The road slabs are through special Tendons tensioned against each other in their plate level, which also puts the joint seals under pressure. Although this improves sealing that formed between adjacent pavement slabs Gaps and gaps can be achieved is the assembly effort in such a remountable parking garage very large, so that this is overall uneconomical.
Ein weiterer Nachteil besteht darin, daß ein akzeptabler Schallschutz zwischen den Fahrbahnplatten und den Deckenträgern nicht gegeben ist bzw. sich nur mit großem Aufwand erreichen läßt.Another disadvantage is that it is an acceptable Sound insulation between the road slabs and the ceiling beams is not given or is only with great effort can be achieved.
Der Erfindung liegt die Aufgabe zugrunde, ein remontierbares Parkhaus der genannten Art zu schaffen, bei dem die vorgenannten Probleme vermieden und die Fahrbahnplatten in abgedichteter und schallgedämmter Weise an den Deckenträgern gelagert sind.The invention has for its object a remountable To create parking garage of the type mentioned, in which the the aforementioned problems avoided and the pavement slabs in sealed and soundproofed on the ceiling beams are stored.
Diese Aufgabe wird erfindungsgemäß bei einem remontierbaren Parkhaus dadurch gelöst, daß die Fahrbahnplatten unter Zwischenschaltung eines rinnenförmigen Profilkörpers auf die Deckenträger aufgelagert sind, wobei der Profilkörper in Längsrichtung des Spaltes unterhalb von diesem verläuft.This object is achieved with a remountable Parking garage solved in that the roadway plates with interposition a channel-shaped profile body on the Ceiling beams are supported, with the profile body in Longitudinal direction of the gap runs below this.
Die Fahrbahnplatten, die jeweils für sich als flüssigkeitsdichte Teilflächen ausgebildet sind, liegen somit nicht direkt auf dem jeweiligen Deckenträger auf, sondern es ist der rinneförmige Profilkörper dazwischengeschaltet, der sowohl der Schallisolierung als auch der Abdichtung und Ableitung von Flüssigkeiten dient.The pavement slabs, each of them as liquid-tight Partial areas are not directly located on the respective ceiling support, but it is the gutter-shaped profile body interposed, which both sound insulation as well as sealing and drainage of liquids.
Auf der Oberseite einer Fahrbahnplatte anfallende Flüssigkeit kann somit allenfalls zu deren Rand fließen und an dem zwischen benachbarten Fahrbahnplatten gebildeten Spalt nach unten tropfen. Unterhalb dieses Spaltes ist jedoch der rinnenförmige Profilkörper angeordnet, der die heruntertropfende Flüssigkeit aufnimmt und in seiner Rinne in Längsrichtung ableitet. Auf diese Weise ist verhindert, daß die Flüssigkeit auf die darunterliegende Parkhausebene gelangen kann.Liquid accumulating on the top of a pavement slab can thus flow to the edge and at the most gap formed between adjacent roadway plates drip down. Below this gap, however, is the trough-shaped Profile body arranged, the dripping down Absorbs liquid and in its groove in the longitudinal direction derives. This prevents the Get liquid to the parking level below can.
Vorzugsweise ist der Profilkörper aus einem elastischem Kunststoffmaterial gebildet, so daß er eine schalltechnische Trennung zwischen der Fahrbahnplatte und dem Deckenträger bewirkt und gleichzeitig für eine Abdichtung zwischen diesen Bauteilen sorgt.The profile body is preferably made of an elastic Plastic material formed so that it is a sound engineering Separation between the carriageway slab and the ceiling beam causes and at the same time for a seal between these components.
In bevorzugter Ausgestaltung der Erfindung ist vorgesehen, daß der Deckenträger ein I-Profil aufweist und der rinnenförmige Profilkörper mit seiner Unterseite auf den Obergurt des Deckenträgers vorzugsweise vollflächig aufgelegt ist. Zur exakten Positionierung des Profilkörpers kann dieser auch auf dem Deckenträger verklebt sein. Vorzugsweise besitzt der Profilkörper einen nach oben offenen U-förmigen Querschnitt, wobei auf der Oberseite jedes U-Schenkels des Profilkörpers ein Randbereich einer Fahrbahnplatte aufgelagert ist. Die Abdichtung zwischen einerseits der Fahrbahnplatte und dem Profilkörper und andererseits zwischen dem Profilkörper und dem Deckenträger kann durch das Eigengewicht der Fahrbahnplatte erreicht werden. Vorzugsweise ist jedoch zusätzlich zwischen der Fahrbahnplatte und dem Dekkenträger eine Spannvorrichtung vorgesehen, mittels der die Fahrbahnplatte gegen den Profilkörper gespannt ist. Die Spannvorrichtung nimmt darüber hinaus die die Fahrbahnplatte von dem Deckenträger abhebenden Querkräfte auf.In a preferred embodiment of the invention, that the ceiling support has an I-profile and the channel-shaped Profile body with its underside on the top chord of the ceiling girder is preferably placed over the entire surface. This can be used for exact positioning of the profile body also be glued to the ceiling support. Preferably owns the profile body has a U-shaped open top Cross section, with on the top of each U-leg of the Profile body superimposed on an edge region of a pavement slab is. The seal between the one hand the pavement slab and the profile body and on the other hand between the Profile body and the ceiling beam can by the weight the carriageway slab can be reached. Preferably however, additionally between the carriageway slab and the ceiling beam a clamping device is provided, by means of which Roadway plate is tensioned against the profile body. The Clamping device also takes the slab transverse forces lifting off the ceiling girder.
Eine zuverlässige Ableitung der in den rinnenförmigen Profilkörper gelangenden Flüssigkeit läßt sich erreichen, wenn der Deckenträger und somit auch der rinnenförmige Profilkörper in Längsrichtung um ein geringes Maß geneigt ist. Am Ende des rinnenförmigen Profilkörpers wird die Flüssigkeit in bekannter Weise an ein Ableitungssystem abgegeben. Reliable derivation of the trough-shaped profile body liquid can be reached if the ceiling beam and thus also the channel-shaped profile body is inclined by a small amount in the longitudinal direction. At the The liquid becomes the end of the channel-shaped profile body delivered to a discharge system in a known manner.
Falls es notwendig sein sollte, den rinnenförmigen Profilkörper zu untersuchen oder von Fremdkörpern, die sich dort angesammelt haben, zu reinigen, können entsprechende Wartungsarbeiten durch den zwischen den benachbarten Fahrbahnplatten gebildeten Spalt ausgeführt werden. Zu diesem Zweck ist vorgesehen, daß der Spalt eine Breite von ca. 15 mm bis 30 mm aufweist.If necessary, the channel-shaped profile body to examine or of foreign objects that are there have accumulated to clean, appropriate maintenance work through the between the adjacent pavement slabs formed gap are executed. To this end it is provided that the gap has a width of about 15 mm to 30 mm.
Weitere Einzelheiten und Merkmale der Erfindung sind aus der folgenden Beschreibung eines Ausführungsbeispiels unter Bezugnahme auf die Zeichnung ersichtlich, wobei die einzige Figur einen Vertikalschnitt durch die Lagerung von Fahrbahnplatten auf einem Deckenträger zeigt.Further details and features of the invention are from the following description of an embodiment below Reference to the drawing can be seen, the only one Figure a vertical section through the storage of carriageway slabs shows on a ceiling support.
Eine Skelett-Tragkonstruktion eines remontierbaren Parkhauses
umfaßt mehrere parallel zueinander angeordnete, im wesentlichen
horizontale Deckenträger 11, von denen in der
Figur nur ein einzelner beispielhaft dargestellt ist. Der
Deckenträger 11 weist ein I-Profil mit einem Obergurt lla,
einem vertikalen Steg llb und einem Untergurt llc auf. Auf
die Oberseite des Obergurtes lla des Deckenträgers 11 ist
ein rinnenförmiger Profilkörper 16 aufgelagert, der einen
nach oben offenen U-förmigen Querschnitt besitzt und aus
einem elastischen Kunststoffmaterial, insbesondere einem
Elastomer besteht. Der Profilkörper 16 verläuft in Längsrichtung
des Deckenträgers 11 und ist insbesondere als kontinuierliches
fugenfreies Bauteil hergestellt.A skeleton support structure of a car park that can be remounted
essentially comprises several arranged parallel to each other
Seitlich des Profilkörpers 16 sind im Obergurt lla des Dekkenträgers
11 jeweils Bohrungen 20 ausgebildet.To the side of the
Eine Fahrbahnplatte 12 umfaßt eine insbesondere als Stahlblech
ausgebildete Trägerschicht 13, die oberseitig mit einer
Schutzschicht oder Beschichtung 14 versehen ist, die
bis auf die Seitenflächen der Trägerschicht 13 herumgezogen
ist. Auf ihrer Unterseite trägt die Fahrbahnplatte 12 nur
schematisch angedeutete Aussteifungen 15 sowie mehrere nach
unten vorstehende Gewindebolzen 17, die nahe dem Randbereich
der Fahrbahnplatte 12 an diese angeschweißt sind.A
Zur Montage einer Fahrbahnplatte 12 wird diese mit ihrem
Randbereich auf die Oberseite eines U-Schenkels 16a des
rinnenförmigen Profilkörpers 16 aufgelegt und der Gewindebolzen
17 in die Bohrung 20 des Obergurtes lla des Deckenträgers
11 eingeführt, so daß er aus dieser nach unten hervorsteht.
Mittels eines Unterlegblechs 18 und einer Mutter
19 wird dann die Fahrbahnplatte 12 in Richtung des Obergurtes
lla gespannt, wodurch auf den U-Schenkel 16a des Profilkörpers
16 eine Presskraft wirkt.To assemble a
Wie die Figur zeigt, ist ein zwischen benachbarten Fahrbahnplatten
12 gebildeter Spalt 21 oberhalb des rinnenförmigen
Profilkörpers 16 angeordnet und verläuft in dessen
Längsrichtung, so daß Wasser oder eine sonstige Flüssigkeit,
die in den Spalt 21 gelangt, von dem Profilkörper 16
aufgenommen und abgeleitet wird. Zur Unterstützung dieser
Ableitung ist der Deckenträger 11 und damit auch der Profilkörper
16 in Längsrichtung, d.h. senkrecht zur Zeichenebene,
leicht geneigt.As the figure shows, there is one between
Claims (7)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19962547A DE19962547A1 (en) | 1999-12-23 | 1999-12-23 | Multi-storey car park |
DE19962547 | 1999-12-23 | ||
US10/175,386 US6672019B1 (en) | 1999-12-23 | 2002-06-20 | Multi-storey parking garage |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1111160A2 true EP1111160A2 (en) | 2001-06-27 |
EP1111160A3 EP1111160A3 (en) | 2003-03-19 |
EP1111160B1 EP1111160B1 (en) | 2008-07-09 |
Family
ID=32232046
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00128079A Expired - Lifetime EP1111160B1 (en) | 1999-12-23 | 2000-12-21 | Dismountable car park |
Country Status (6)
Country | Link |
---|---|
US (1) | US6672019B1 (en) |
EP (1) | EP1111160B1 (en) |
AT (1) | ATE400715T1 (en) |
DE (2) | DE19962547A1 (en) |
DK (1) | DK1111160T3 (en) |
ES (1) | ES2308961T3 (en) |
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DE102010053139A1 (en) | 2010-12-01 | 2012-06-06 | Vollack Gmbh & Co. Kg | Parking construction for vehicle, has skeletal support structure, on which multiple pavement slabs are held for formation of passable surface |
DE102010053138A1 (en) | 2010-12-01 | 2012-06-06 | Vollack Gmbh & Co. Kg | Multi-story car parking construction, has gutter formed on girder for running parallel to another gutter, where transverse gap is sealed against transverse gutter by base part and formed in or above former gutter |
US8790406B1 (en) | 2011-04-01 | 2014-07-29 | William D. Smith | Systems and methods for performing spine surgery |
US9198765B1 (en) | 2011-10-31 | 2015-12-01 | Nuvasive, Inc. | Expandable spinal fusion implants and related methods |
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US9874036B2 (en) * | 2015-05-08 | 2018-01-23 | Cannon Design Products Group, Llc | Prefabricated, deconstructable, multistory building construction |
JP6504458B2 (en) * | 2015-11-30 | 2019-04-24 | 株式会社三井E&Sマシナリー | Anti-corrosion coating method of bridge |
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29806840U1 (en) | 1998-04-16 | 1998-07-30 | Ed. Züblin AG, 70567 Stuttgart | Multi-storey car park |
DE29809011U1 (en) | 1998-03-27 | 1998-09-10 | Lichtgitter GmbH, 48703 Stadtlohn | Accessible and passable area |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
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GB1247938A (en) * | 1969-11-17 | 1971-09-29 | Portable Parking Structures In | A building structure |
US4279109A (en) * | 1977-05-12 | 1981-07-21 | Madl Jr Joseph | Access floor mounting assembly |
US4604841A (en) * | 1983-04-01 | 1986-08-12 | Barnoff Robert M | Continuous, precast, prestressed concrete bridge deck panel forms, precast parapets, and method of construction |
US4637181A (en) * | 1983-06-01 | 1987-01-20 | The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration | Elevated waterproof access floor system and method of making the same |
DE8812647U1 (en) * | 1988-10-08 | 1988-12-01 | Ludwig Krieger Draht- Und Kunststofferzeugnisse Gmbh, 7500 Karlsruhe | Sieve bottom |
US5025522A (en) * | 1990-01-25 | 1991-06-25 | Eskew Larry R | Bridge deck panel support system and method |
US5311629A (en) * | 1992-08-03 | 1994-05-17 | Smith Peter J | Deck replacement system with improved haunch lock |
US5486392A (en) * | 1994-07-05 | 1996-01-23 | Reese Enterprises, Inc. | Roll-up floor mat |
US5826381A (en) * | 1995-07-10 | 1998-10-27 | Sasaki; Mitsuo | Three-dimensional place-on type assemblable structure |
US5715636A (en) * | 1995-11-15 | 1998-02-10 | Innovative Building Products, Inc. | Light transmitting roof/floor system |
US5822947A (en) * | 1995-12-29 | 1998-10-20 | Tarrant; Padraig | Plank support |
GB9804724D0 (en) * | 1998-03-05 | 1998-04-29 | Stern David | Modular decking with solar collector |
US6253514B1 (en) * | 1998-06-08 | 2001-07-03 | Mark Jobe | Pre-cured caulk joint system |
-
1999
- 1999-12-23 DE DE19962547A patent/DE19962547A1/en not_active Withdrawn
-
2000
- 2000-12-21 DK DK00128079T patent/DK1111160T3/en active
- 2000-12-21 ES ES00128079T patent/ES2308961T3/en not_active Expired - Lifetime
- 2000-12-21 AT AT00128079T patent/ATE400715T1/en active
- 2000-12-21 EP EP00128079A patent/EP1111160B1/en not_active Expired - Lifetime
- 2000-12-21 DE DE50015255T patent/DE50015255D1/en not_active Expired - Lifetime
-
2002
- 2002-06-20 US US10/175,386 patent/US6672019B1/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29809011U1 (en) | 1998-03-27 | 1998-09-10 | Lichtgitter GmbH, 48703 Stadtlohn | Accessible and passable area |
DE29806840U1 (en) | 1998-04-16 | 1998-07-30 | Ed. Züblin AG, 70567 Stuttgart | Multi-storey car park |
Also Published As
Publication number | Publication date |
---|---|
EP1111160A3 (en) | 2003-03-19 |
EP1111160B1 (en) | 2008-07-09 |
DK1111160T3 (en) | 2008-11-10 |
DE50015255D1 (en) | 2008-08-21 |
US20030233795A1 (en) | 2003-12-25 |
ATE400715T1 (en) | 2008-07-15 |
DE19962547A1 (en) | 2001-09-13 |
ES2308961T3 (en) | 2008-12-16 |
US6672019B1 (en) | 2004-01-06 |
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