EP1111160B1 - Dismountable car park - Google Patents
Dismountable car park Download PDFInfo
- Publication number
- EP1111160B1 EP1111160B1 EP00128079A EP00128079A EP1111160B1 EP 1111160 B1 EP1111160 B1 EP 1111160B1 EP 00128079 A EP00128079 A EP 00128079A EP 00128079 A EP00128079 A EP 00128079A EP 1111160 B1 EP1111160 B1 EP 1111160B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profiled body
- parking garage
- gap
- garage according
- roof
- 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
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 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
- 239000000463 material Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 238000000576 coating method Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion 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
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 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
- 230000007704 transition Effects 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 according to the preamble of claim 1.
- a remontable parking garage whose support structure consists of a steel skeleton with vertical supports and horizontal ceiling beams.
- steel, concrete or steel-reinforced composite roadway slabs are mounted by placing them on the deco-skirts and screwing them to the respective slab carrier.
- a layer of sheets is placed below the deck plates on the ceiling beams, which are also screwed to the ceiling beams.
- Another disadvantage is that an acceptable sound insulation between the deck plates and the ceiling beams is not given or can be achieved only with great effort.
- a remontable parking garage having a skeletal support structure with vertical supports, substantially horizontal ceiling beams and a plurality of deck plates, which are held to form a drivable surface on the ceiling beams.
- the roadway slabs are placed directly on top of the ceiling beams, wherein between the mutually facing ends of the slab plates extending in the longitudinal direction of the ceiling beam gap is formed, in which a trough-shaped profile body is used, which rests on the top of the ceiling support.
- a remountable parking garage in which below the impact of adjacent carriageway slabs a channel is arranged. Below the roadway slabs two side members extending side by side are provided, the mutual distance is spanned by the channel. On the top of the side members special elastic bearing strips are arranged, on which the deck plates are placed. The channel is loosely suspended in the gap, which forms due to the bearing strips between the top of the side members and the underside of the deck plates.
- the invention has for its object to provide a remountable parking garage of the type mentioned, in which the aforementioned problems avoided and the carriage plates are mounted in sealed and soundproofed manner to the ceiling beams.
- the roadway slabs which are each designed as liquid-tight partial surfaces, are thus not directly on the respective ceiling support, but instead the gutter-shaped profile body is interposed, which serves both the sound insulation and the sealing and discharge of liquids.
- Liquid accumulating on the upper side of a roadway slab can thus at best flow to its edge and drip down at the gap formed between adjacent roadway slabs.
- the channel of the profile body is arranged, which receives the dripping liquid and dissipates in the longitudinal direction. In this way prevents the Liquid can reach the underlying parking level.
- the profile body is formed of an elastic plastic material, so that it causes a sound-technical separation between the deck plate and the ceiling support while ensuring a seal between these components.
- the ceiling support has an I-profile and the trough-shaped profile body is preferably placed over its entire surface with its underside on the upper flange of the ceiling support. For exact positioning of the profile body this can also be glued to the ceiling support.
- the profile body has an upwardly open U-shaped cross section, wherein on the upper side of each U-leg of the profile body, an edge region of a roadway slab is supported. The seal between on the one hand the roadway panel and the profile body and on the other hand between the profile body and the ceiling support can be achieved by the weight of the carriageway slab.
- a tensioning device is additionally provided between the deck plate and the Dekkenlie, by means of which the deck plate is stretched against the profile body. In addition, the tensioning device absorbs the transverse forces which lift the roadway panel from the ceiling support.
- a reliable derivation of the reaching into the channel-shaped profile body liquid can be achieved if the ceiling support and thus also the trough-shaped profile body is inclined in the longitudinal direction by a small amount.
- the liquid is discharged in a known manner to a discharge system.
- the gap formed between the adjacent carriageway plates has a width of about 15 mm to 30 mm.
- a skeletal support structure of a remontable parking garage comprises a plurality of mutually parallel, substantially horizontal ceiling beams 11, of which only a single example is shown in the figure.
- the ceiling support 11 has an I-profile with a top flange 11a, a vertical leg 11b and a bottom flange 11c.
- a groove-shaped profile body 16 is supported, which has an upwardly open U-shaped cross-section and consists of an elastic plastic material, in particular an elastomer.
- the profile body 16 extends in the longitudinal direction of the ceiling support 11 and is made in particular as a continuous joint-free component.
- a carriageway plate 12 comprises a carrier layer 13, in particular designed as a steel sheet, which is provided on the upper side with a protective layer or coating 14 which is pulled around on the side surfaces of the carrier layer 13.
- the carriageway plate 12 On its underside, the carriageway plate 12 carries only schematically indicated stiffeners 15 and a plurality of downwardly projecting threaded bolt 17, which are welded to the edge region of the track plate 12 to this.
- a deck plate 12 For mounting a deck plate 12, this is placed with its edge region on the top of a U-leg 16a of the channel-shaped profile body 16 and the threaded bolt 17 inserted into the bore 20 of the upper flange 11a of the ceiling support 11, so that it protrudes downward from this.
- a Unterlegblechs 18 and a nut 19 the deck plate 12 is then stretched in the direction of the upper flange lla, which acts on the U-leg 16a of the profile body 16, a pressing force.
- a formed between adjacent carriageway plates 12 gap 21 is disposed above the channel-shaped profile body 16 and extends in the longitudinal direction, so that water or other liquid that enters the gap 21 is received and derived from the profile body 16.
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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 gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a remountable parking garage according to the preamble of
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.For the production of a parking garage, it is now known, on the one hand, to produce it essentially from concrete, in that beams and ceilings made of concrete are formed between concrete supports provided on the construction site or delivered as a finished part, which serve as a storage and traffic area. Such parking garages are proven as fixed, projected for continuous use buildings, although the creation of in-situ concrete components requires special weather conditions and the concrete due to its high weight relative to its carrying capacity results in relatively large-sized and heavy components.
Aus der
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 Deckenträgers 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 found that in the region of the attachment points, i. At the screw holes where the fastening screw penetrates the sheet metal and the upper flange of the ceiling support, often leaks occur that can be sealed only with great effort or in part not at all, so that there is a risk that water, gasoline, oil or other liquids dripping on the vehicles underneath.
In der
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 an acceptable sound insulation between the deck plates and the ceiling beams is not given or can be achieved only with great effort.
In der
Wenn sich auf der Oberseite einer Fahrbahnplatte Wasser ansammelt, kann dieses bis zum Rand der Fahrbahnplatte flie-ßen und tritt dann in den zwischen benachbarten Fahrbahnplatten gebildeten Spalt ein. Das Wasser soll dann in den rinnenförmigen Profilkörper fließen und in diesem abgeführt werden. Es besteht jedoch die Gefahr, dass zumindest ein Teil des Wassers in einen zwischen der Außenseite des Profilkörpers und der Fahrbahnplatte gebildeten Zwischenraum einströmt und dort stehen bleibt, so dass es zu Korrosionsproblemen kommen kann.If water collects on the top of a deck slab, it can flow to the edge of the deck slab and then enter the gap formed between adjacent deck slabs. The water should then flow into the channel-shaped profile body and be discharged in this. However, there is a risk that at least part of the water flows into a space formed between the outside of the profile body and the deck plate and stops there, so that corrosion problems can occur.
Darüber hinaus ist es bei der Ausgestaltung gemäß der
In der
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 to provide a remountable parking garage of the type mentioned, in which the aforementioned problems avoided and the carriage plates are mounted in sealed and soundproofed manner to the ceiling beams.
Diese Aufgabe wird erfindungsgemäß bei einem remontierbaren Parkhaus mit den Merkmalen des Anspruchs 1 gelöst. Dabei ist vorgesehen, daß die Fahrbahnplatten auf den rinnenförmigen Profilkörper aufgelagert sind, wobei der Profilkörper in Längsrichtung des Spaltes verläuft.This object is achieved in a remontable parking garage with the features of
Die Fahrbahnplatten, die jeweils für sich als flüssigkeitsdichte Teilflächen ausgebildet sind, liegen somit nicht direkt auf dem jeweiligen Deckenträger auf, sondern es ist der rinnenförmige Profilkörper dazwischengeschaltet, der sowohl der Schallisolierung als auch der Abdichtung und Ableitung von Flüssigkeiten dient.The roadway slabs, which are each designed as liquid-tight partial surfaces, are thus not directly on the respective ceiling support, but instead the gutter-shaped profile body is interposed, which serves both the sound insulation and the sealing and discharge 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. In oder unterhalb dieses Spaltes ist jedoch die Rinne des Profilkörpers angeordnet, die die heruntertropfende Flüssigkeit aufnimmt und in Längsrichtung ableitet. Auf diese Weise ist verhindert, daß die Flüssigkeit auf die darunterliegende Parkhausebene gelangen kann.Liquid accumulating on the upper side of a roadway slab can thus at best flow to its edge and drip down at the gap formed between adjacent roadway slabs. In or below this gap, however, the channel of the profile body is arranged, which receives the dripping liquid and dissipates in the longitudinal direction. In this way prevents the Liquid can reach the underlying parking level.
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.Preferably, the profile body is formed of an elastic plastic material, so that it causes a sound-technical separation between the deck plate and the ceiling support while ensuring 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 it is provided that the ceiling support has an I-profile and the trough-shaped profile body is preferably placed over its entire surface with its underside on the upper flange of the ceiling support. For exact positioning of the profile body this can also be glued to the ceiling support. Preferably, the profile body has an upwardly open U-shaped cross section, wherein on the upper side of each U-leg of the profile body, an edge region of a roadway slab is supported. The seal between on the one hand the roadway panel and the profile body and on the other hand between the profile body and the ceiling support can be achieved by the weight of the carriageway slab. Preferably, however, a tensioning device is additionally provided between the deck plate and the Dekkenträger, by means of which the deck plate is stretched against the profile body. In addition, the tensioning device absorbs the transverse forces which lift the roadway panel from the ceiling support.
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.A reliable derivation of the reaching into the channel-shaped profile body liquid can be achieved if the ceiling support and thus also the trough-shaped profile body is inclined in the longitudinal direction by a small amount. At the end of the channel-shaped profile body, the liquid is discharged in a known manner to a discharge system.
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 it should be necessary to inspect the trough-shaped profiled body or to clean it of foreign bodies that have accumulated there, appropriate maintenance work can be carried out by the gap formed between the adjacent carriageway plates. For this purpose, 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 will become apparent from the following description of an embodiment with reference to the drawing, wherein the single figure shows a vertical section through the storage of road slabs 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 skeletal support structure of a remontable parking garage comprises a plurality of mutually parallel, substantially
Seitlich des Profilkörpers 16 sind im Obergurt lla des Dekkenträgers 11 jeweils Bohrungen 20 ausgebildet.Side of the profile body 16 11
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.For mounting 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, a formed between
Claims (7)
- Dismountable parking garage with a skeleton support structure having vertical supports, substantially horizontal roof supports (11) and several floor plates (12) forming the driving surface on the roof supports (11), a gap (21) formed between adjoining floor plates (12) running above a roof support (11) in its longitudinal direction and a groove-shaped profiled body (16) running in longitudinal direction of the gap, characterized in that the floor plates (12) are mounted on the groove-shaped profiled body (16) and that the profiled body (16) runs below the gap (21).
- Parking garage according to claim 1, characterized in that the roof support (11) has an I-profile and that the groove-shaped profiled body (16) is mounted with its lower side seating on the top web (11a) of the roof support (11).
- Parking garage according to claim 1 or 2, characterized in that the profiled body (16) is made of elastic plastic.
- Parking garage according to one of the claims 1 to 3, characterized in that the profiled body (16) has a U-shaped cross-section open to the top, an edge region of a floor plate (12) being mounted on the top of each U-leg (16a).
- Parking garage according to one of the claims 1 to 4, characterized in that there is a tensioning device (17, 19) active between the floor plate (12) and the roof support (11), with which the floor plate (12) is tensioned against the profiled body (16).
- Parking garage according to one of the claims 1 to 5, characterized in that the roof support (11) and the groove-shaped profiled body (16) have a longitudinal inclination.
- Parking garage according to one of the claims 1 to 6, characterized in that the gap (21) has a width of 15 mm to 30 mm.
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 EP1111160A2 (en) | 2001-06-27 |
EP1111160A3 EP1111160A3 (en) | 2003-03-19 |
EP1111160B1 true EP1111160B1 (en) | 2008-07-09 |
Family
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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 |
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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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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 |
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 |
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
Also Published As
Publication number | Publication date |
---|---|
EP1111160A3 (en) | 2003-03-19 |
DK1111160T3 (en) | 2008-11-10 |
DE50015255D1 (en) | 2008-08-21 |
EP1111160A2 (en) | 2001-06-27 |
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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