EP2884015A1 - Storage dome system for liquids - Google Patents
Storage dome system for liquids Download PDFInfo
- Publication number
- EP2884015A1 EP2884015A1 EP14197498.0A EP14197498A EP2884015A1 EP 2884015 A1 EP2884015 A1 EP 2884015A1 EP 14197498 A EP14197498 A EP 14197498A EP 2884015 A1 EP2884015 A1 EP 2884015A1
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- EP
- European Patent Office
- Prior art keywords
- storage vault
- vaulted
- vault system
- tunnel
- shell
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
- E03F1/003—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via underground elongated vaulted elements
Definitions
- the invention relates to a storage vault system for liquids with at least one consisting of a thermoplastic plastic, arcuate vaulted coat, which is made of a single plastic shell as a single-sheet component.
- a storage vault for storm water management in urban areas is out of the EP 1 285 140 B1 known.
- the storage vault comprises a vaulted casing which, for rigidity reasons, has an elliptical section-shaped cross-section.
- the front side of the vaulted ceiling is closed by a respective end wall, which are provided with passages for pipe connections.
- the vaulted ceiling is provided at the bottom with support and connection profiles, wherein the support and connection profiles are provided on opposite longitudinal sides of the vault shell.
- the object of the invention is to provide a storage vault system of the type mentioned, which has a simple structure and yet sufficient rigidity in a ready-to-use civil engineering use.
- the vaulted casing is provided with stiffening ribs projecting outwards, each having ribs projecting along the stiffening ribs, projecting at least substantially at right angles to a surface of the arched casing, starting from a vertex line of the vaulted casing respectively facing ribbed walls of adjacent stiffening ribs
- a bottom surface of the arch jacket at least partially funnel or wedge-like converge.
- the mutually facing rib walls of adjacent stiffening ribs each form a funnel or wedge space in pairs over a partial area of the circumference of the arched shell, in which bulk material accumulates and tensions, which is used when filling a corresponding excavation pit in which the at least one vaulted casing is installed.
- the vaulted casing Due to the wedge-shaped or funnel-like design of the stiffening ribs over at least part of the circumference of the arched shell results in connection with the bulk material used such a high rigidity that the vaulted casing can be designed as einschaliges plastic component, ie as a single-sheet component to nevertheless to fulfill a sufficient support and vault function for a corresponding storm water management in urban areas.
- Suitable materials for producing the arch jacket are in particular polypropylene (PP), polyethylene (PE), high-density polyethylene (HDPE) and high molecular polyethylene (HMPE).
- PP polypropylene
- PE polyethylene
- HDPE high-density polyethylene
- HMPE high molecular polyethylene
- the arcuate design of the vault jacket also allows a stacking of several vaulted coats for storage and transport.
- the at least one vaulted casing is placed in a construction pit on a prepared drainage, in particular a gravel drainage. Subsequently, the excavation with bulk material, in particular with gravel, filled, which inevitably results in the desired wedging of bulk material between the adjacent rib walls of the stiffening ribs.
- the storage vault system according to the invention may comprise one or more interconnected vaulted coats.
- the storage vault system is connected in operational condition with sewer pipes of a corresponding municipal sewage system.
- the introduced via the sewer system in the storage vaulting water accumulates in the incurred within the at least one vault jacket vault and gradually seeps through the drainage into the ground and into the groundwater or is passed on controlled in a sewerage system.
- the storage vault system therefore serves to capture and temporary storage of very large amounts of water, which can occur in severe storms, and helps to avoid an overload of the sewerage system.
- the apex line of the arch jacket forms in the erected state of the arch jacket an upper longitudinal line of the arch shell and includes vertices of various geometric arches of the arch jacket, which are arranged over the length of the arch jacket in a row one behind the other.
- An arcuate cross-section of the arch jacket is preferably designed circular arc.
- the vaulted ceiling has at least one stiffening profile running along the vertex line.
- the longitudinally extending stiffening profile is in the attached state of the vault jacket therefore part of the top of the vault jacket.
- the stiffening profile is open at the bottom.
- at least one filler inserted into the stiffening profile and materially connected by welding or gluing on the inside with the stiffening profile.
- Several fillers can be arranged in segments one behind the other.
- the stiffening profile and the stiffening ribs are integrally formed from the plastic shell of the vault shell.
- the vaulted coat is Accordingly, including its stiffening ribs and the stiffening profile designed as a one-piece and einschaliges plastic component.
- a plurality of stiffening ribs crossing each other in the manner of a cross arch are arranged distributed over a lateral surface of the arched jacket.
- the stiffening ribs preferably intersect each other in the region of the longitudinal stiffening profile. Due to the distribution over the surface of the vault shell results in a uniform and high rigidity for the entire vault shell surface.
- the vaulted casing has at least one end closure in the form of a side part, in particular made of a single plastic shell as a single-sheet component.
- the side part may be integrally formed on the vault shell or preferably designed as a separate, single-shell plastic component.
- the vault shell and the separately manufactured, single-shell side part are provided with mutually complementary plug-in profiling to allow a tool-free mating side panel and vault shell.
- the storage vault system has a plurality of vaulted coats as well as a plurality of side parts, wherein at least two vaulted coats are arranged in alignment one behind the other and are joined together without tools via end-side plug-in profiles.
- the side part has a tunnel connection for a tool-free connection to a connection tunnel.
- a storage vault formed by at least one vaulted casing and corresponding side parts can be connected in a simple manner to at least one further storage vault arranged next to the first storage vault.
- the connection tunnel forms a communicating tube between two storage vaults. In addition, it increases the useful storage and infiltration capability of the system as it is open down to a drainage bed.
- connection tunnel is made as a downwardly open tunnel vault in the form of a single-sheet component made of plastic and has a - seen in a plan view - U- or S-shaped longitudinal extent. If the connection tunnel is intended to connect two storage arches arranged parallel to one another, the connection tunnel is curved in a U-shaped manner when viewed in plan view. If two storage vaults, although parallel, but axially offset from each other, the connection tunnel is advantageously with an S or Z shape - in each case in the Top view - provided to allow a connection with the storage vaults and thus a connection between the storage vaults.
- connection tunnel is provided at its opposite ends each with connecting profiles for tool-free plug connection, each with a tunnel connection of a side part.
- each stiffening rib has an open towards the interior of the vault shell, U-shaped cross-section.
- the stiffening profile has an open towards the interior of the vault shell, U-shaped cross-section.
- a plurality of arching jackets are joined in alignment and / or laterally arranged side by side and connected to each other by means of at least one side part via at least one connection tunnel frontally.
- the storage vault system is modular and can be constructed depending on the desired storage capacity of several storage vaults, which are formed by one or more aligned vaulted coats and corresponding end-side panels and connected to each other via one or more connection tunnels.
- a storage vault system has several vaulted coats 1, according to the Fig. 1 to 4 are designed.
- Such a vaulted casing 1 is designed as a plastic component in single-sheet construction by appropriate deep drawing a single, thermoplastic sheet (single sheet).
- the plastic plate preferably has a thickness of 6 to 8 mm before a corresponding deep-drawing operation.
- the vaulted jacket 1 created after a corresponding deep-drawing process has a substantially circular-arc-shaped cross-section and forms a vaulted tunnel open to opposite end faces and downwards.
- the vaulted casing 1 has a bottom surface B at its opposite, bottom-side longitudinal edges.
- a surface of the arch jacket 1 bulges up to a crest line S which forms an imaginary longitudinal line running parallel to the bottom side margins of the arch shell 1 in the area of the bottom surfaces B through vertices of geometrical arc cross sections of the arch jacket 1.
- the crest line S extends in the longitudinal direction of the arch jacket 1 and forms an upper side line of the arch jacket 1.
- a stiffening profile 3 which is a U-shaped, down to the interior of the arch jacket 1 out having open cross-section.
- the vaulted ceiling 1 is bounded on opposite end faces by a respective arched edge profiling 2, which is used as a plug-in profile for tool-free connection to a further arched shell 1 or a side part 10 (see Fig. 6 to 13 ) serves.
- the vaulted casing 1 is also provided with a plurality of stiffening ribs extending from the stiffening profile 3 and the crest line S downwards over the circumference of the arched casing 1 4 provided, which are like the stiffening profile 3 integrally formed in the vault shell 1.
- Both the stiffening profile 3 and the stiffening ribs 5 protrude from a mantle surface of the arch jacket 1 to the outside.
- Each stiffening rib 5 has a substantially U-shaped, to the interior of the arch jacket 1 through open cross-sectional profile.
- Each stiffening rib 5 comprises two lateral rib walls 5 projecting from the mantle surface at least substantially at right angles to the outside.
- the lateral arcuate edge profilings 2 of the arch shell 1 also have a lateral rib wall on their sides facing the respectively adjacent stiffening rib 4 over a partial region of the circumference of the mantle surface 5, which also protrudes at least substantially at right angles to the mantle surface to the outside.
- Fig. 1 to 4 Based on Fig. 1 to 4 is clearly visible that the stiffening ribs 5 are seen over the mantle surface obliquely aligned with each other.
- the lateral rib walls 5 of each two adjacent stiffening ribs 4 are funnel-shaped or wedge-shaped at least over part of a circumferential line of the jacket surface of the arched shell 1 in such a way that funnel-shaped or wedge-shaped receiving spaces 6, 7 result, which are upwards and are open laterally to the outside.
- the mutually facing lateral rib walls 5 of adjacent stiffening ribs 4 or edge profiling 2 extend toward the bottom surface B at least in sections over an area of the circumference of the arched shell 1 at an angle to each other.
- the curved edge profiling 2 of the arched shell 1 are designed such that in each case a further arched ceiling 1 can be placed from the top with a complementary edge profiling 2 on the front edge of the arched shell 1.
- the storage vault system further comprises at least one connection tunnel 8 (FIG. Fig. 5 ), which is also manufactured as a thermoplastic plastic component in single-sheet design.
- the connecting tunnel 8 has - seen in a plan view - a U-shape, wherein on both sides of an elongated tunnel section with mutually parallel stiffening sheets each followed by a right angle curved connecting portion.
- Each connection portion is frontally provided with integrally molded plug profilings 9 having a groove form for insertion of an arcuate edge of a recess 11 of a side part 10.
- the side part 10 is also manufactured as a thermoplastic plastic component in a single-sheet design and serves as an end closure of a vault shell 1 and consequently as the end wall of the arch shell 1.
- the side part 10 is provided with an arcuate edge profiling, which is complementary to the edge profiling 2 of the respective Vault jacket 1 is executed to allow attachment of the vault shell 1 from above on the side part 10.
- a mounting of the storage vault system is carried out in a simple manner at a construction site on a prepared drainage in that first a connection tunnel 8 positioned and then a first side part 10 is attached by means of the edge of its recess 11 to a connection profile 9 of the connection tunnel 8 (see Fig. 6 to 8 ).
- another side part 10 is now attached to the opposite terminal portion of the connecting tunnel 8, then in a similar manner, a second vaulted ceiling 1 is placed from above.
- a further arched ceiling 1 is added to the opposite, open end face of the respective arched shell 1.
- a third vaulted ceiling 1 is added to the second vaulted coat, which was also attached to a respective rear side panel 10.
- At least one vaulted casing 1 in conjunction with two end-side closing side parts 10 forms a storage vault.
- a third row of vaulted cloaks 1 is also constructed in an analogous manner, which are also constructed of three vaulted cloaks 1 and bounded by two opposite end face side parts 10.
- the adjoining vaulted coats 1 in each case a longitudinal alignment in conjunction with the respective end side terminating side parts 10 each result in a storage vault, so that according to the Fig. 12 and 13 a total of three identically designed, parallel juxtaposed storage vault are provided.
- connection tunnel 8 which is designed identically to the first connection tunnel 8 and is connected in the same way to the side parts 10 as that of FIG Fig. 5 to 8 already described in detail connection tunnel 8.
- the storage vault system thus formed is positioned on a flat drainage bed in a pit of a civil engineering site, both the storage vault and the Connection tunnel 8 are each open down to the drainage bed. After installation and installation of the storage vaulting system, the excavation is filled with bulk material.
- Suitable bulk material is gravel, the stones of which wedge and clamp in the wedge-shaped or funnel-shaped receiving spaces 6, 7 and thus bring about such high rigidity for the storage vault system in the area of the lateral surfaces of the vaulted coats 1 that deformation and in particular buckling of the jacket surfaces, ie the walls, the vaulted jackets 1 is avoided.
Abstract
Die Anmeldung betrifft ein Speichergewölbesystem mit wenigstens einem aus einem thermoplastischen Kunststoff bestehenden, bogenförmigen Gewölbemantel (1), der aus einer einzelnen Kunststoffschale als Single-Sheet-Bauteil hergestellt ist. Erfindungsgemäß ist der Gewölbemantel mit nach außen abragenden Versteifungsrippen (4) versehen, die jeweils längs der Versteifungsrippen verlaufende, zumindest weitgehend rechtwinklig zu einer Oberfläche des Gewölbemantels abragende seitliche Rippenwandungen (5) aufweisen, wobei ausgehend von einer Scheitellinie des Gewölbemantels jeweils einander zugewandte Rippenwandungen benachbarter Versteifungsrippen in Richtung einer Bodenfläche des Gewölbemantels zumindest abschnittsweise trichter-oder keilartig aufeinander zulaufen.The application relates to a storage vault system with at least one existing of a thermoplastic plastic, arcuate vault jacket (1), which is made of a single plastic shell as a single-sheet component. According to the invention, the vaulted jacket is provided with stiffening ribs (4) projecting outwards, each having lateral rib walls (5) extending along the stiffening ribs, projecting at least substantially at right angles to a surface of the arched shell, starting ribs of adjacent stiffening ribs facing each other starting from a crown line of the arched shell in the direction of a bottom surface of the arch jacket at least partially funnel-like or wedge-like converge.
Description
Die Erfindung betrifft ein Speichergewölbesystem für Flüssigkeiten mit wenigstens einem aus einem thermoplastischen Kunststoff bestehenden, bogenförmigen Gewölbemantel, der aus einer einzelnen Kunststoffschale als Single-Sheet-Bauteil hergestellt ist.The invention relates to a storage vault system for liquids with at least one consisting of a thermoplastic plastic, arcuate vaulted coat, which is made of a single plastic shell as a single-sheet component.
Ein Speichergewölbe für ein Unwetter-Wasser-Management in städtischen Bereichen ist aus der
Aufgabe der Erfindung ist es, ein Speichergewölbesystem der eingangs genannten Art zu schaffen, das einen einfachen Aufbau und dennoch eine ausreichende Steifigkeit bei einem betriebsfertigen Tiefbau-Einsatz aufweist.The object of the invention is to provide a storage vault system of the type mentioned, which has a simple structure and yet sufficient rigidity in a ready-to-use civil engineering use.
Diese Aufgabe wird dadurch gelöst, dass der Gewölbemantel mit nach außen abragenden Versteifungsrippen versehen ist, die jeweils längs der Versteifungsrippen verlaufende, zumindest weitgehend rechtwinklig zu einer Oberfläche des Gewölbemantels abragende Rippenwandungen aufweisen, wobei ausgehend von einer Scheitellinie des Gewölbemantels jeweils einander zugewandte Rippenwandungen benachbarter Versteifungsrippen in Richtung einer Bodenfläche des Gewölbemantels zumindest abschnittsweise trichter- oder keilartig aufeinander zulaufen. Dadurch bilden die einander zugewandten Rippenwandungen benachbarter Versteifungsrippen jeweils paarweise über einen Teilbereich des Umfangs des Gewölbemantels einen Trichteroder Keilraum, in dem sich Schüttgut sammelt und verspannt, das beim Auffüllen einer entsprechenden Baugrube, in der der wenigstens eine Gewölbemantel aufgestellt ist, zum Einsatz kommt. Aufgrund der keil- oder trichterartigen Gestaltung der Versteifungsrippen zumindest über einen Teil des Umfangs des Gewölbemantels ergibt sich in Verbindung mit dem eingesetzten Schüttgut eine so hohe Steifigkeit, dass der Gewölbemantel als einschaliges Kunststoffbauteil, d.h. als Single-Sheet-Bauteil, gestaltet werden kann, um dennoch eine ausreichende Stützund Gewölbefunktion für ein entsprechendes Unwetter-Wassermanagement in städtischen Bereichen zu erfüllen. Geeignete Materialien zur Herstellung des Gewölbemantels sind insbesondere Polypropylen (PP), Polyethylen (PE), High-Density-Polyethylen (HDPE) und HighMolecular-Polyethylen (HMPE). Der geringe Kunststoffmaterialeinsatz aufgrund der einschaligen Bauweise des Gewölbemantels ermöglicht zum einen eine kostengünstige Herstellung. Zum anderen ergibt sich für den Gewölbemantel lediglich ein geringes Gewicht, das eine einfache Handhabung bei Lagerung, Transport oder Aufstellung an einer entsprechenden Baustelle ermöglicht. Die bogenförmige Gestaltung des Gewölbemantels ermöglicht zudem eine Stapelung mehrerer Gewölbemäntel für Lagerung und Transport. An einer entsprechenden Baustelle wird der wenigstens eine Gewölbemantel in einer Baugrube auf einer vorbereiteten Drainage, insbesondere einer Kiesdrainage, aufgestellt. Anschließend wird die Baugrube mit Schüttgut, insbesondere mit Kies, aufgefüllt, wodurch sich zwangsläufig die gewünschte Verkeilung von Schüttgut zwischen den benachbarten Rippenwandungen der Versteifungsrippen ergibt. Das erfindungsgemäße Speichergewölbesystem kann einen oder mehrere miteinander verbundene Gewölbemäntel aufweisen. Das Speichergewölbesystem ist im betriebsfertig aufgebauten Zustand mit Kanalisationsrohren eines entsprechenden städtischen Kanalisationssystems verbunden. Das über die Kanalisation in das Speichergewölbesystem eingeleitete Wasser staut sich in dem innerhalb des wenigstens einen Gewölbemantels entstandenen Gewölberaum auf und versickert allmählich durch die Drainage in den Untergrund und in das Grundwasser oder wird kontrolliert in ein Abwasserkanalisationsnetz weitergeleitet. Das Speichergewölbesystem dient demzufolge zum Auffangen und zeitweisen Speichern von sehr großen Wassermengen, die bei starken Unwettern auftreten können, und trägt dazu bei, eine Überlastung des Kanalisationssystems zu vermeiden. Die Scheitellinie des Gewölbemantels bildet in aufgestelltem Zustand des Gewölbemantels eine obere Längslinie des Gewölbemantels und umfasst Scheitelpunkte verschiedener geometrischer Bögen des Gewölbemantels, die über die Länge des Gewölbemantels in einer Reihe hintereinander angeordnet sind. Ein bogenförmiger Querschnitt des Gewölbemantels ist vorzugsweise kreisbogenförmig gestaltet.This object is achieved in that the vaulted casing is provided with stiffening ribs projecting outwards, each having ribs projecting along the stiffening ribs, projecting at least substantially at right angles to a surface of the arched casing, starting from a vertex line of the vaulted casing respectively facing ribbed walls of adjacent stiffening ribs Direction of a bottom surface of the arch jacket at least partially funnel or wedge-like converge. As a result, the mutually facing rib walls of adjacent stiffening ribs each form a funnel or wedge space in pairs over a partial area of the circumference of the arched shell, in which bulk material accumulates and tensions, which is used when filling a corresponding excavation pit in which the at least one vaulted casing is installed. Due to the wedge-shaped or funnel-like design of the stiffening ribs over at least part of the circumference of the arched shell results in connection with the bulk material used such a high rigidity that the vaulted casing can be designed as einschaliges plastic component, ie as a single-sheet component to nevertheless to fulfill a sufficient support and vault function for a corresponding storm water management in urban areas. Suitable materials for producing the arch jacket are in particular polypropylene (PP), polyethylene (PE), high-density polyethylene (HDPE) and high molecular polyethylene (HMPE). The low use of plastic material due to the single-shell design of the vault shell allows for a cost-effective production. On the other hand results for the vault coat only a low weight, which allows easy handling during storage, transport or installation at a corresponding site. The arcuate design of the vault jacket also allows a stacking of several vaulted coats for storage and transport. At a corresponding construction site, the at least one vaulted casing is placed in a construction pit on a prepared drainage, in particular a gravel drainage. Subsequently, the excavation with bulk material, in particular with gravel, filled, which inevitably results in the desired wedging of bulk material between the adjacent rib walls of the stiffening ribs. The storage vault system according to the invention may comprise one or more interconnected vaulted coats. The storage vault system is connected in operational condition with sewer pipes of a corresponding municipal sewage system. The introduced via the sewer system in the storage vaulting water accumulates in the incurred within the at least one vault jacket vault and gradually seeps through the drainage into the ground and into the groundwater or is passed on controlled in a sewerage system. The storage vault system therefore serves to capture and temporary storage of very large amounts of water, which can occur in severe storms, and helps to avoid an overload of the sewerage system. The apex line of the arch jacket forms in the erected state of the arch jacket an upper longitudinal line of the arch shell and includes vertices of various geometric arches of the arch jacket, which are arranged over the length of the arch jacket in a row one behind the other. An arcuate cross-section of the arch jacket is preferably designed circular arc.
In Ausgestaltung der Erfindung weist der Gewölbemantel wenigstens ein längs der Scheitellinie verlaufendes Versteifungsprofil auf. Das längs verlaufende Versteifungsprofil ist in aufgestecktem Zustand des Gewölbemantels demzufolge Teil der Oberseite des Gewölbemantels. Das Versteifungsprofil ist nach unten offen. Zur weiteren Erhöhung der Steifigkeit ist vorteilhaft wenigstens ein Füllkörper in das Versteifungsprofil eingesetzt und stoffschlüssig durch Verschweißung oder Verklebung innenseitig mit dem Versteifungsprofil verbunden. Es können mehrere Füllkörper segmentweise hintereinander angeordnet sein.In an embodiment of the invention, the vaulted ceiling has at least one stiffening profile running along the vertex line. The longitudinally extending stiffening profile is in the attached state of the vault jacket therefore part of the top of the vault jacket. The stiffening profile is open at the bottom. To further increase the stiffness is advantageously at least one filler inserted into the stiffening profile and materially connected by welding or gluing on the inside with the stiffening profile. Several fillers can be arranged in segments one behind the other.
In weiterer Ausgestaltung der Erfindung sind das Versteifungsprofil und die Versteifungsrippen einstückig aus der Kunststoffschale des Gewölbemantels ausgeformt. Der Gewölbemantel ist demzufolge einschließlich seiner Versteifungsrippen und des Versteifungsprofils als einteiliges und einschaliges Kunststoffbauteil gestaltet.In a further embodiment of the invention, the stiffening profile and the stiffening ribs are integrally formed from the plastic shell of the vault shell. The vaulted coat is Accordingly, including its stiffening ribs and the stiffening profile designed as a one-piece and einschaliges plastic component.
In weiterer Ausgestaltung der Erfindung sind mehrere, einander nach Art eines Kreuzgewölbes kreuzende Versteifungsrippen über eine Mantelfläche des Gewölbemantels verteilt angeordnet. Die Versteifungsrippen kreuzen einander vorzugsweise im Bereich des längs verlaufenden Versteifungsprofils. Durch die Verteilung über die Oberfläche des Gewölbemantels ergibt sich für die gesamte Gewölbemantelfläche eine gleichmäßige und hohe Steifigkeit.In a further embodiment of the invention, a plurality of stiffening ribs crossing each other in the manner of a cross arch are arranged distributed over a lateral surface of the arched jacket. The stiffening ribs preferably intersect each other in the region of the longitudinal stiffening profile. Due to the distribution over the surface of the vault shell results in a uniform and high rigidity for the entire vault shell surface.
In weiterer Ausgestaltung der Erfindung weist der Gewölbemantel wenigstens einen stirnseitigen Abschluss in Form eines insbesondere aus einer einzelnen Kunststoffschale als Single-Sheet-Bauteil hergestellten Seitenteils auf. Das Seitenteil kann einstückig am Gewölbemantel angeformt sein oder vorzugsweise als separates, einschaliges Kunststoffbauteil gestaltet sein. In vorteilhafter Weise sind der Gewölbemantel und das separat hergestellte, einschalige Seitenteil mit zueinander komplementären Steckprofilierungen versehen, um ein werkzeugloses Zusammenstecken von Seitenteil und Gewölbemantel zu ermöglichen. In vorteilhafter Weise weist das Speichergewölbesystem mehrere Gewölbemäntel sowie mehrere Seitenteile auf, wobei wenigstens zwei Gewölbemäntel fluchtend hintereinander angeordnet und jeweils über stirnseitige Steckprofilierungen werkzeuglos zusammengefügt werden.In a further embodiment of the invention, the vaulted casing has at least one end closure in the form of a side part, in particular made of a single plastic shell as a single-sheet component. The side part may be integrally formed on the vault shell or preferably designed as a separate, single-shell plastic component. Advantageously, the vault shell and the separately manufactured, single-shell side part are provided with mutually complementary plug-in profiling to allow a tool-free mating side panel and vault shell. In an advantageous manner, the storage vault system has a plurality of vaulted coats as well as a plurality of side parts, wherein at least two vaulted coats are arranged in alignment one behind the other and are joined together without tools via end-side plug-in profiles.
In weiterer Ausgestaltung der Erfindung weist das Seitenteil einen Tunnelanschluss für eine werkzeuglose Verbindung mit einem Verbindungstunnel auf. Dadurch kann ein durch wenigstens einen Gewölbemantel sowie entsprechende Seitenteile gebildetes Speichergewölbe mit wenigstens einem weiteren, neben dem ersten Speichergewölbe angeordneten Speichergewölbe in einfacher Weise verbunden werden. Der Verbindungstunnel bildet eine kommunizierende Röhre zwischen zwei Speichergewölben. Zusätzlich vergrößert er das nutzbare Speicher- und Versickerungsvermögen des Systems, da er nach unten zu einem Drainagebett hin offen ist.In a further embodiment of the invention, the side part has a tunnel connection for a tool-free connection to a connection tunnel. As a result, a storage vault formed by at least one vaulted casing and corresponding side parts can be connected in a simple manner to at least one further storage vault arranged next to the first storage vault. The connection tunnel forms a communicating tube between two storage vaults. In addition, it increases the useful storage and infiltration capability of the system as it is open down to a drainage bed.
In weiterer Ausgestaltung der Erfindung ist der Verbindungstunnel als nach unten offenes Tunnelgewölbe in Form eines Single-Sheet-Bauteils aus Kunststoff hergestellt und weist eine - in einer Draufsicht gesehen - U- oder S-förmig gekrümmte Längserstreckung auf. Falls der Verbindungstunnel dazu vorgesehen ist, zwei parallel nebeneinander angeordnete Speichergewölbe miteinander zu verbinden, ist der Verbindungstunnel in der Draufsicht gesehen U-förmig gekrümmt. Falls zwei Speichergewölbe zwar parallel, jedoch axial zueinander versetzt angeordnet sind, ist der Verbindungstunnel in vorteilhafter Weise mit einer S- oder Z-Form - jeweils in der Draufsicht gesehen - versehen, um einen Anschluss mit den Speichergewölben und demzufolge eine Verbindung zwischen den Speichergewölben zu ermöglichen.In a further embodiment of the invention, the connection tunnel is made as a downwardly open tunnel vault in the form of a single-sheet component made of plastic and has a - seen in a plan view - U- or S-shaped longitudinal extent. If the connection tunnel is intended to connect two storage arches arranged parallel to one another, the connection tunnel is curved in a U-shaped manner when viewed in plan view. If two storage vaults, although parallel, but axially offset from each other, the connection tunnel is advantageously with an S or Z shape - in each case in the Top view - provided to allow a connection with the storage vaults and thus a connection between the storage vaults.
In weiterer Ausgestaltung der Erfindung ist der Verbindungstunnel an seinen gegenüberliegenden Stirnenden jeweils mit Anschlussprofilierungen zur werkzeuglosen Steckverbindung mit jeweils einem Tunnelanschluss eines Seitenteils versehen. Dadurch ist auch zwischen dem Verbindungstunnel und entsprechenden Speichergewölben, die aus Seitenteilen und Gewölbemänteln zusammengesetzt sind, eine einfache Steckverbindung ermöglicht, wodurch sich eine besonders einfache Handhabung an einer entsprechenden Baustelle ergibt.In a further embodiment of the invention, the connection tunnel is provided at its opposite ends each with connecting profiles for tool-free plug connection, each with a tunnel connection of a side part. As a result, a simple plug-in connection is also made possible between the connection tunnel and corresponding storage vaults, which are composed of side parts and vaulted mantles, resulting in a particularly simple handling at a corresponding construction site.
In weiterer Ausgestaltung der Erfindung weist jede Versteifungsrippe einen zu einem Inneren des Gewölbemantels hin offenen, U-förmigen Querschnitt auf. Auch das Versteifungsprofil weist einen zu einem Inneren des Gewölbemantels hin offenen, U-förmigen Querschnitt auf. Dadurch ist eine einfache Herstellung des jeweiligen Gewölbemantels durch einen einstufigen Tiefziehvorgang ermöglicht.In a further embodiment of the invention, each stiffening rib has an open towards the interior of the vault shell, U-shaped cross-section. Also, the stiffening profile has an open towards the interior of the vault shell, U-shaped cross-section. As a result, a simple production of the respective arch jacket is made possible by a single-stage deep drawing process.
In weiterer Ausgestaltung der Erfindung sind mehrere Gewölbemäntel fluchtend aneinandergefügt und/oder seitlich nebeneinander angeordnet und mittels wenigstens eines Seitenteils über wenigstens einen Verbindungstunnel stirnseitig miteinander verbunden. Das Speichergewölbesystem ist modular aufgebaut und kann je nach gewünschter Speicherkapazität aus mehreren Speichergewölben aufgebaut sein, die durch einen oder mehrere fluchtend aneinandergefügte Gewölbemäntel sowie entsprechende stirnseitige Seitenteile gebildet und über einen oder mehrere Verbindungstunnel miteinander verbunden sind.In a further embodiment of the invention, a plurality of arching jackets are joined in alignment and / or laterally arranged side by side and connected to each other by means of at least one side part via at least one connection tunnel frontally. The storage vault system is modular and can be constructed depending on the desired storage capacity of several storage vaults, which are formed by one or more aligned vaulted coats and corresponding end-side panels and connected to each other via one or more connection tunnels.
Weitere Vorteile und Merkmale der Erfindung ergeben sich aus den Ansprüchen sowie aus der nachfolgenden Beschreibung eines bevorzugten Ausführungsbeispiels der Erfindung.
- Fig. 1
- zeigt in perspektivischer Darstellung einen Gewölbemantel einer Ausführungsform eines erfindungsgemäßen Speichergewölbesystems,
- Fig. 2
- den Gewölbemantel nach
Fig. 1 in perspektivischer Darstellung von unten, - Fig. 3
- in vergrößerter Draufsicht den Gewölbemantel nach
Fig. 1 , - Fig. 4
- einen Längsschnitt längs der Schnittlinie IV-IV durch den Gewölbemantel nach
Fig. 3 , - Fig. 5
- in perspektivischer Darstellung einen Verbindungstunnel einer Ausführungsform eines erfindungsgemäßen Speichergewölbesystems,
- Fig. 6 bis 11
- verschiedene Montageschritte zum Aufbau einer Ausführungsform eines erfindungsgemäßen Speichergewölbesystems mithilfe von werkzeuglosen Steckverbindungen,
- Fig. 12
- eine Ausführungsform eines erfindungsgemäßen Speichergewölbesystems mit insgesamt neun Gewölbemänteln, sechs Seitenteilen und zwei Verbindungstunneln und
- Fig. 13
- das Speichergewölbesystem nach
Fig. 12 in einer Draufsicht.
- Fig. 1
- shows a perspective view of a vaulted wall of an embodiment of a storage vault system according to the invention,
- Fig. 2
- after the vaulted coat
Fig. 1 in perspective from below, - Fig. 3
- in an enlarged plan view the vaulted ceiling after
Fig. 1 . - Fig. 4
- a longitudinal section along the section line IV-IV through the vault shell after
Fig. 3 . - Fig. 5
- 3 shows a perspective view of a connection tunnel of an embodiment of a storage vault system according to the invention,
- Fig. 6 to 11
- various assembly steps for constructing an embodiment of a storage vault system according to the invention by means of tool-free plug-in connections,
- Fig. 12
- an embodiment of a storage vault system according to the invention with a total of nine vaulted coats, six side panels and two connecting tunnels and
- Fig. 13
- the storage vault system after
Fig. 12 in a top view.
Ein Speichergewölbesystem gemäß den
Der Gewölbemantel 1 ist zudem mit mehreren, ausgehend von dem Versteifungsprofil 3 und der Scheitellinie S aus nach unten über den Umfang des Gewölbemantels 1 erstreckten Versteifungsrippen 4 versehen, die wie das Versteifungsprofil 3 einstückig in dem Gewölbemantel 1 ausgeformt sind. Sowohl das Versteifungsprofil 3 als auch die Versteifungsrippen 5 ragen von einer Manteloberfläche des Gewölbemantels 1 aus nach außen ab. Jede Versteifungsrippe 5 weist ein im Wesentlichen U-förmiges, zum Inneren des Gewölbemantels 1 hin offenes Querschnittsprofil auf. Jede Versteifungsrippe 5 umfasst zwei von der Manteloberfläche aus zumindest weitgehend rechtwinklig nach außen abragende, seitliche Rippenwandungen 5. Auch die stirnseitigen, bogenförmigen Randprofilierungen 2 des Gewölbemantels 1 weisen auf ihren der jeweils benachbarten Versteifungsrippe 4 zugewandten Seiten über einen Teilbereich des Umfangs der Manteloberfläche eine seitliche Rippenwandung 5 auf, die ebenfalls zumindest weitgehend rechtwinklig zu der Manteloberfläche nach außen abragt.The vaulted casing 1 is also provided with a plurality of stiffening ribs extending from the
Anhand der
Die gewölbten Randprofilierungen 2 des Gewölbemantels 1 sind derart ausgeführt, dass jeweils ein weiterer Gewölbemantel 1 stirnseitig von oben her mit einer komplementären Randprofilierung 2 auf den stirnseitigen Rand des Gewölbemantels 1 aufgesetzt werden kann.The curved edge profiling 2 of the arched shell 1 are designed such that in each case a further arched ceiling 1 can be placed from the top with a
Das Speichergewölbesystem umfasst zudem wenigstens einen Verbindungstunnel 8 (
Durch einfaches Aufstecken von oben wird an die gegenüberliegende, offene Stirnseite des jeweiligen Gewölbemantels 1 ein weiterer Gewölbemantel 1 angefügt. In entsprechender Längsflucht wird zudem an den zweiten Gewölbemantel ein dritter Gewölbemantel 1 angefügt, der zudem auf jeweils ein rückseitiges Seitenteil 10 aufgesteckt wurde. Wenigstens ein Gewölbemantel 1 in Verbindung mit zwei stirnseitig abschließenden Seitenteilen 10 bildet ein Speichergewölbe.By simply plugging in from above, a further arched ceiling 1 is added to the opposite, open end face of the respective arched shell 1. In a corresponding longitudinal alignment also a third vaulted ceiling 1 is added to the second vaulted coat, which was also attached to a respective
Wie anhand der
Claims (10)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102013225856.9A DE102013225856A1 (en) | 2013-12-13 | 2013-12-13 | Storage vault for liquids |
Publications (1)
Publication Number | Publication Date |
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EP2884015A1 true EP2884015A1 (en) | 2015-06-17 |
Family
ID=52292611
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14197498.0A Withdrawn EP2884015A1 (en) | 2013-12-13 | 2014-12-11 | Storage dome system for liquids |
EP14197497.2A Withdrawn EP2889435A3 (en) | 2013-12-13 | 2014-12-11 | Storage dome for liquids |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14197497.2A Withdrawn EP2889435A3 (en) | 2013-12-13 | 2014-12-11 | Storage dome for liquids |
Country Status (2)
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EP (2) | EP2884015A1 (en) |
DE (1) | DE102013225856A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2020023970A1 (en) * | 2018-07-27 | 2020-01-30 | Advanced Drainage Systems, Inc. | End caps for stormwater chambers and methods of making same |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0705946A2 (en) * | 1994-10-03 | 1996-04-10 | Infiltrator Systems, Inc. | Leaching chamber with perforated web sidewall |
US20050238434A1 (en) * | 2000-05-05 | 2005-10-27 | Coppes Bryan A | Outwardly dished end plate for stormwater chamber |
EP1285140B1 (en) | 2000-05-05 | 2007-12-19 | Stormtech Inc. | Stormwater management system |
US20080226394A1 (en) * | 2007-03-02 | 2008-09-18 | Coppes Bryan A | Leaching chamber having a diagonally ribbed top |
WO2010090755A2 (en) * | 2009-02-09 | 2010-08-12 | Lrm Industries International, Inc | Stormwater management system |
US20110200391A1 (en) * | 2010-02-16 | 2011-08-18 | Advanced Drainage Systems, Inc. | Stormwater containment assembly and associated end section |
US8672583B1 (en) * | 2009-06-05 | 2014-03-18 | Stormtech Llc | Corrugated stormwater chamber having sub-corrugations |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4360042A (en) * | 1978-12-07 | 1982-11-23 | Hancor, Inc. | Arched conduit with improved corrugations |
US5921711A (en) * | 1997-01-23 | 1999-07-13 | Sipaila; Jonas Z. | Subsurface fluid distribution apparatus and method |
US6854925B2 (en) * | 2002-09-03 | 2005-02-15 | Ditullio Robert J. | Storm water reservoir with low drag |
DE202005012192U1 (en) * | 2005-08-03 | 2005-11-10 | Hauraton Betonwarenfabrik Gmbh & Co. Kg | Arc module used in making Sicker tunnels has stiffener ribs with crimping openings formed on surface of arc module, and supports whose edges are supported by stiffener fingers against arc-shaped wall |
US7887256B2 (en) * | 2006-05-03 | 2011-02-15 | Joseph Miskovich | Smooth interior water collection and storage assembly |
US7628566B2 (en) * | 2007-01-25 | 2009-12-08 | Miskovich Joseph S | Smooth interior water collection and storage assembly |
-
2013
- 2013-12-13 DE DE102013225856.9A patent/DE102013225856A1/en not_active Withdrawn
-
2014
- 2014-12-11 EP EP14197498.0A patent/EP2884015A1/en not_active Withdrawn
- 2014-12-11 EP EP14197497.2A patent/EP2889435A3/en not_active Withdrawn
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0705946A2 (en) * | 1994-10-03 | 1996-04-10 | Infiltrator Systems, Inc. | Leaching chamber with perforated web sidewall |
US20050238434A1 (en) * | 2000-05-05 | 2005-10-27 | Coppes Bryan A | Outwardly dished end plate for stormwater chamber |
EP1285140B1 (en) | 2000-05-05 | 2007-12-19 | Stormtech Inc. | Stormwater management system |
US20080226394A1 (en) * | 2007-03-02 | 2008-09-18 | Coppes Bryan A | Leaching chamber having a diagonally ribbed top |
WO2010090755A2 (en) * | 2009-02-09 | 2010-08-12 | Lrm Industries International, Inc | Stormwater management system |
US8672583B1 (en) * | 2009-06-05 | 2014-03-18 | Stormtech Llc | Corrugated stormwater chamber having sub-corrugations |
US20110200391A1 (en) * | 2010-02-16 | 2011-08-18 | Advanced Drainage Systems, Inc. | Stormwater containment assembly and associated end section |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2020023970A1 (en) * | 2018-07-27 | 2020-01-30 | Advanced Drainage Systems, Inc. | End caps for stormwater chambers and methods of making same |
US11377835B2 (en) | 2018-07-27 | 2022-07-05 | Advanced Drainage Systems, Inc. | End caps for stormwater chambers and methods of making same |
US11725376B2 (en) | 2018-07-27 | 2023-08-15 | Advanced Drainage Systems, Inc. | End caps for stormwater chambers and methods of making same |
Also Published As
Publication number | Publication date |
---|---|
DE102013225856A1 (en) | 2015-07-02 |
EP2889435A2 (en) | 2015-07-01 |
EP2889435A3 (en) | 2015-08-05 |
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