EP1252394B1 - System of building components for use in the construction of a foundation - Google Patents
System of building components for use in the construction of a foundation Download PDFInfo
- Publication number
- EP1252394B1 EP1252394B1 EP01903674A EP01903674A EP1252394B1 EP 1252394 B1 EP1252394 B1 EP 1252394B1 EP 01903674 A EP01903674 A EP 01903674A EP 01903674 A EP01903674 A EP 01903674A EP 1252394 B1 EP1252394 B1 EP 1252394B1
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- Prior art keywords
- parts
- building components
- components according
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- island
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/003—Pavings made of prefabricated single units characterised by material or composition used for beds or joints; characterised by the way of laying
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
Definitions
- the invention relates to a component assembly for creating a foundation for filling stations, assembly halls, car washes o. The like. Structures according to the preamble of claim 1.
- the invention is concerned with the problem of creating a component assembly for creating a foundation for gas stations o. The like.,
- the component assembly with little technical effort and reduced assembly time for customer-specific gas station facilities is suitable and the integration of gas station specific installations is easier ,
- the structure of the foundation according to the invention is characterized by prefabricated and modular-connectable concrete items that form in the installed position with the top side protruding conduits and receiving parts on the environment optimally matched functional area.
- a central support element such as a island plate of a gas station, with other optimally positioned in the connection areas items ensure a liquid-tight floor covering, with the high demands on the protection of the environment are met, since the mounting unit forms a total fluid-tight system.
- the prefabricated in a concrete plant items are limited for easy transport in their maximum weight, for example, to 1,500 kg, and can be stored at the installation with little effort and simple auxiliary equipment on a ground-side prepared support layer, so that a significant reduction in the construction time for such roads, Filling stations, assembly halls, car washes or the like. Structures is achieved.
- the entire assembly unit forms a drainage of surface liquid causing and associated with a cleaning system fluid-tight sealing joint structure, so that under or next to the foundation floor areas are protected against infiltration of surface fluids such as mineral oils o. The like.
- these are formed in the region of circumferential support profiles with profile teeth, which have connectable receiving spaces with associated elements.
- These tooth spaces are formed with a receiving contour enlarging recess so that the supporting profiling of the associated Concrete element is added to the respective tooth profile in this recess.
- a generally designated 1 foundation is shown, which is provided as a bottom-side component assembly for building a gas station o.
- the like Structures on a prepared support layer 2 (Fig. 6).
- the foundation structure 1 has a to a roadway area 3 as a functional area adjacent and one or more dispensers (not shown) receiving island plate as a support element 4, the respective passage openings D for line parts o.
- the like Accessories and is provided with a support zone Z, in whose Area roof elements, carriers o. The like. (Not shown) assemblies of the gas station device are held.
- the component assembly of the foundation 1 according to the invention is constructed in the functional area 3 and / or in the region of the support elements 4 from prefabricated individual parts, which to a are connected as liquid-tight flooring effective mounting unit M.
- the island plate is integrated as a central supporting element 4 in the roadway area 3 composed of individual parts and forming an outer edge 6 as a functional area.
- the individual parts of the assembly unit M are illustrated in a perspective view (in the form of a static analysis drawing of the system), the individual parts being laid in the region of respective joints F (small sectional views according to FIGS. 12.1 and 12.2) in that parts of the island plate 4 and associated bottom plates 5 adjoin each other.
- respective inclinations N, N ', N "extending to the outer edge 6 (FIG. 1) of the roadway area 3 and integrated into the floor covering become clear, so that by means of a seal construction provided in the joints F (FIG. 11) one to the outer edge 6 directed discharge of surface fluid is reached.
- the embodiment of the assembly unit M in Fig. 1 illustrates that these with the island plate 4, the bottom plates 5 (Fig. 5) or hexagonal blocks 5 '(Fig. 1) and the outer edge 6 forming ramps 7 (Fig. 9) an expandable Kit forms, which is positioned on the base-side prepared support layer 2 (Fig. 4). Thereafter, the items by generally 8, 8 'designated holding parts in this installation position, for example in the area of the island plate 4, are fixed and in the region of the adjacent contact surfaces of the individual parts 5 and 5' is at least partially in the connecting gap (Fugue F ) introduced sealant 9 ( Figure 11, eg polysulfide) formed the fluid-tight sealed seal assembly.
- the connecting gap Frugue F
- sealant 9 Figure 11, eg polysulfide
- the sealing structure is designed so that respective guide channels L (FIG. 11) are formed in the running surface with the sealing of the joints F, in which liquids drained from the assembly unit M are received and integrated into the outer edge 6 of the roadway area 3 Collection channels 10 are derived.
- Collection channels 10 are derived.
- separators may be provided so that in particular polluted surface liquids in the area of gas stations can be disposed of environmentally friendly.
- FIG. 2 and 3 illustrate in conjunction with the sectional view of FIG. 4, the item structure of the island plate 4, which consists of two side parts 11 and 12 and a braced between them middle part 13.
- the side parts 11, 12 On the two side parts 11, 12 each end a bollard element 14, 15 is supported.
- the side parts 11, 12 each formed with an effective pitch 16 as a contact surface, so that a stabilizing installation position is reached (Fig. 3) and the bollard elements 14, 15 a shock load without Shift can absorb.
- connection between the two side parts 11, 12 and the middle part 13 is stabilized in an expedient embodiment by the holding parts 8 formed in the form of screwed plates, and additionally in this embodiment the mounting unit M is in the region of the connecting surfaces S (FIG 11, 12 and 13 as a displacement protection effective and formed in the form of a tongue and groove joint shaped circumferential profile (Fig. 3). This is formed in the middle part 13 of respective groove-shaped recesses 34, 35, in the respective form approaches 36, 37 of the side parts 11 and 12 engage.
- the plan view according to FIG. 3 also shows that in the area of the side parts 11, 12, respective top frame parts 17, 18 are provided.
- a fuel pump (not shown) can be installed with little installation effort, which can be connected to corresponding conduit systems of a service system of the gas station via a passage opening 19, 19 'running as a bottom-side channel.
- the supported between the two side parts 11, 12 middle part 13 also has passage openings 20, 21, which are advantageously provided with respective laid in the form of conduits ducts.
- This can be in the assembly unit M with little effort additional line connections, such as electric cables, roof drainages o. The like., Are introduced.
- additional receiving parts 22 are cast, which form in particular the top side support zone Z for roof element carrier not shown.
- the connection of an electrical equipotential bonding is provided.
- anchor bolts are provided in particular, which are connected to a bottom plate held in the concrete part.
- Fig. 4 the above-described embodiment of the three-part island plate 4 is illustrated in a sectional view, wherein further to the island plate 4 laterally adjoining items (Fig. 10) of the mounting unit M become clear.
- FIG. 5 a further embodiment of the mounting unit M is shown, wherein the central part 13 in the region of the island plate 4 on both sides to the side parts 11, 12 toward a respective intermediate part 24, 25, to which the respective frame parts 17, 18 for receiving the fuel pump are provided.
- the middle part 13 is engaged by a recessed in the bottom of the cup 17, with the below a central opening 28 in the middle part 13 an additional support assembly, for example, a roof element carrier not shown o. The like. Formed is.
- respective floor panels 5 are provided as individual parts which are supported substantially identically (FIG. 6, FIG. 8) with the island plate 4 on the support layer 2 and in the area of the outer edge 6 respective holding parts 8 'have.
- the support layer has, in an expedient embodiment, a mortar layer 29 provided on the base 26 as cover layer, over which a fine planum 30, in particular for producing the inclinations N, N ', N "(FIG. 12), can be applied. that the roadway areas 3 with hexagonal shaped stones 5 '(FIG. 1) are designed, the respective joint areas F are also provided with the seal assembly (Fig. 11).
- the island plate 4 is shown in an installed position, in which the roadway area 3 on one side in the region of a longitudinal edge L 'is adjacent to the island plate 4.
- the bottom plates 5 have a corresponding inclination N, N ', so that a liquid discharge is achieved to the collecting channels 10.
- the respective outer edge 6 of the roadway area 3 is shaped in the manner of the ramp block 7 (FIG. 9, right side).
- the roadway areas 3 are limited as a liquid-tight sealed flooring edge so that even with large amounts of liquid on the running surface trespassing is avoided in the adjacent areas.
- FIG. 9 The partially sectioned illustration of the island plate 4 or of the bollard element 14 according to FIG. 9 (left side) makes clear on the side parts 11 ', 12', 13 '(FIG. 8) a forming region P, which is designed as an upstand 56. that located on the island plate 4 liquid is retained in the manner of a splash guard and thus the safety requirements are met in the dispensers.
- Fig. 10 shows an enlarged sectional view according to view X in Fig. 8, the integration of the frame part 17 'in the region of a passage opening 20' in the central part 13 '.
- the passage opening 20 ' is closed on the upper side with a lid molding 31.
- shaft construction sets 32, 33 located at the edge side next to the side parts 11, 12 are attached to the Island plate 4 attached.
- the respective upper-side building blocks 34, 35 adjoin the side elements 11, 12 in the vicinity of the bollard elements 14, and on the other hand, the building blocks 34, 35 are integrated into the floor covering 3.
- the shaft kits 32, 33 form a respective manhole cover, which is provided above a respective access opening 36, 37 to a tank container 38, 39.
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- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
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Abstract
Description
Die Erfindung betrifft eine Bauteilanordnung zur Erstellung eines Fundamentes für Tankstellen, Montagehallen, Autowaschanlagen o. dgl. Bauwerke gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a component assembly for creating a foundation for filling stations, assembly halls, car washes o. The like. Structures according to the preamble of
Im Bereich von Tankstellen sind befahrbare Funktionsbereiche bekannt, wobei diese aus Ortbeton gegossen sind und bei Belastung entstehende Betonrisse zu Dichtigkeitsproblemen führen. Gemäß WO 97/38168 ist eine flüssigkeitsdichte Fahrfläche einer Tankstelle vorgesehen, wobei im Bereich von Randsteinen jeweilige Durchlaßöffnungen zur Flüssigkeitsableitung geformt sind und in WO 93/16231 werden lediglich flüssigkeitsdichte Betonsteine vorgeschlagen, die in einer Abdichtmasse verlegt sind. Gemäß WO 99/31323 ist eine Bauteilanordnung gezeigt, die als Tragelement eine Tankinsel aufweist, auf die weitere Bauteile aufgedübelt werden, so daß eine Durchlaßöffnung verschlossen ist.In the area of petrol stations drivable functional areas are known, which are cast from cast-in-situ concrete and resulting stress cracks lead to leakage problems. According to WO 97/38168 a liquid-tight driving surface of a gas station is provided, wherein in the region of curbs respective passage openings for liquid discharge are formed and in WO 93/16231 only liquid-tight concrete blocks are proposed, which are laid in a sealing compound. According to WO 99/31323 a component assembly is shown, which has a tank island as a supporting element, are aufgedübelt on the other components, so that a passage opening is closed.
Die Erfindung befaßt sich mit dem Problem, eine Bauteilanordnung zur Erstellung eines Fundamentes für Tankstellen o. dgl. zu schaffen, wobei die Bauteilanordnung mit geringem technischen Aufwand und verringerter Montagezeit für kundenspezifisch unterschiedliche Tankstellen-Einrichtungen geeignet ist und die Integration von tankstellenspezifischen Einbauten einfacher möglich ist.The invention is concerned with the problem of creating a component assembly for creating a foundation for gas stations o. The like., The component assembly with little technical effort and reduced assembly time for customer-specific gas station facilities is suitable and the integration of gas station specific installations is easier ,
Die Erfindung löst dieses Problem mit der Bauteilanordnung für ein Fundament einer Tankstelle mit den Merkmalen des Anspruchs 1. Hinsichtlich wesentlicher weiterer Ausgestaltungen wird auf die Ansprüche 2 bis 12 verwiesen.The invention solves this problem with the component arrangement for a foundation of a gas station with the features of
Der Aufbau des erfindungsgemäßen Fundamentes zeichnet sich durch vorgefertigte und baukastenartig verbindbare Beton-Einzelteile aus, die in der Einbaulage mit oberseitig vorstehenden Leerrohren und Aufnahmeteilen eine auf die Umgebung optimal abgestimmte Funktionsfläche bilden. Damit kann ein zentrales Tragelement, beispielsweise eine Inselplatte einer Tankstelle, mit weiteren in den Verbindungsbereichen optimal positionierten Einzelteilen einen flüssigkeitsdichten Bodenbelag gewährleisten, mit dem die hohen Anforderungen an den Schutz der Umwelt erfüllt sind, da die Montageeinheit insgesamt ein fluiddichtes System bildet.The structure of the foundation according to the invention is characterized by prefabricated and modular-connectable concrete items that form in the installed position with the top side protruding conduits and receiving parts on the environment optimally matched functional area. Thus, a central support element, such as a island plate of a gas station, with other optimally positioned in the connection areas items ensure a liquid-tight floor covering, with the high demands on the protection of the environment are met, since the mounting unit forms a total fluid-tight system.
Die in einem Betonwerk vorgefertigten Einzelteile werden für einen einfachen Transport in ihrem Höchstgewicht begrenzt, beispielsweise auf 1.500 kg, und können am Montageort mit geringem Aufwand und einfachen Hilfsgeräten auf eine bodenseitg vorbereitete Tragschicht abgelegt werden, so daß eine wesentliche Verkürzung der Bauzeit für derartige Fahrbahnen, Tankstellenanlagen, Montagehallen, Autowaschanlagen oder dgl. Bauwerke erreicht wird.The prefabricated in a concrete plant items are limited for easy transport in their maximum weight, for example, to 1,500 kg, and can be stored at the installation with little effort and simple auxiliary equipment on a ground-side prepared support layer, so that a significant reduction in the construction time for such roads, Filling stations, assembly halls, car washes or the like. Structures is achieved.
Die gesamte Montageeinheit bildet einen eine Ableitung von Oberflächenflüssigkeit bewirkenden und mit einem Reinigungssystem verbundenen fluiddichten Dichtungsfugenaufbau, so daß unter bzw. neben dem Fundament befindliche Bodenbereiche vor Einsickerungen von Oberflächenflüssigkeiten wie Mineralölen o. dgl. geschützt sind.The entire assembly unit forms a drainage of surface liquid causing and associated with a cleaning system fluid-tight sealing joint structure, so that under or next to the foundation floor areas are protected against infiltration of surface fluids such as mineral oils o. The like.
In einer vorteilhaften Ausführung der Betonelemente sind diese im Bereich von umfangsseitigen Stützprofilierungen mit Profilzähnen geformt, die mit zugeordneten Elementen verbindbare Aufnahmeräume aufweisen. Diese Verzahnungsräume sind mit einer deren Aufnahmekontur vergrößernden Aussparung so geformt, daß die Stützprofilierung des zugeordneten Betonelementes mit dem jeweiligen Profilzahn in dieser Aussparung aufgenommen wird. Damit ist auch bei einer Schrägstellung eines der Betonelemente auf einem geneigten Teilbereich des Unterbodens ein hinreichend formschlüssiger Verbund und eine stabile Abstützung der aneinanderliegenden Betonelemente erreicht.In an advantageous embodiment of the concrete elements, these are formed in the region of circumferential support profiles with profile teeth, which have connectable receiving spaces with associated elements. These tooth spaces are formed with a receiving contour enlarging recess so that the supporting profiling of the associated Concrete element is added to the respective tooth profile in this recess. Thus, even with an inclined position of one of the concrete elements on an inclined portion of the subfloor, a sufficiently positive connection and a stable support of the adjacent concrete elements is achieved.
Weitere Einzelheiten und vorteilhafte Ausgestaltungen der Erfindung ergeben sich aus der nachfolgenden Beschreibung und den Zeichnungen, die mehrere Ausführungsbeispiele erfindungsgemäßer Bauteilanordnungen veranschaulichen. In der Zeichnung zeigen:
- Fig.1
- eine Draufsicht auf eine Bauteilanordnung eines Fundaments für eine Tankstelle mit in beidseitige Fahrflächenbereiche integrierter Inselplatte,
- Fig. 2
- eine vergrößerte Draufsicht der Inselplatte gemäß Fig. 1,
- Fig. 3
- eine Seitenansicht der Inselplatte gemäß Fig. 2,
- Fig. 4
- eine Schnittdarstellung der Inselplatte gemäß einer Linie IV-IV in Fig. 1,
- Fig. 5
- eine Draufsicht der Inselplatte ähnlich Fig. 1, mit einstückige Bodenplatten aufweisenden Fahrflächenbereichen,
- Fig. 6
- eine Schnittdarstellung des Fundamentes gemäß einer Linie VI-VI in Fig. 5,
- Fig. 7
- eine Draufsicht des Fundamentes in einer Ausführung mit einer einseitig an den Fahrbahnbereich angrenzenden Inselplatte,
- Fig. 8
- eine Schnittdarstellung des Fundamentes gemäß einer Linie VIII-VIII in Fig. 7,
- Fig. 9
- eine vergrößerte Einzeldarstellung eines Pollerelementes im Bereich der Inselplatte gemäß einer Ansicht IX in Fig. 7,
- Fig. 10
- eine vergrößerte Ausschnittsdarstellung gemäß einer Ansicht X in Fig. 8,
- Fig. 11
- eine vergrößerte Ausschnittsdarstellung im Bereich einer Fuge gemäß einer Linie XI-XI in Fig. 5, und
- Fig. 12
- eine Perspektivdarstellung des Fundamentes mit Neigungsparametern im Bereich der Inselplatte und des Fahrbahnbereiches.
- Fig.1
- a plan view of a component arrangement of a foundation for a gas station with integrated in two-sided tread areas island plate,
- Fig. 2
- an enlarged plan view of the island plate of FIG. 1,
- Fig. 3
- a side view of the island plate of FIG. 2,
- Fig. 4
- a sectional view of the island plate according to a line IV-IV in Fig. 1,
- Fig. 5
- 1 is a plan view of the island plate, with one-piece floor slabs having tread plates,
- Fig. 6
- a sectional view of the foundation according to a line VI-VI in Fig. 5,
- Fig. 7
- a top view of the foundation in an embodiment with a one-sided adjacent to the roadway island plate,
- Fig. 8
- a sectional view of the foundation according to a line VIII-VIII in Fig. 7,
- Fig. 9
- an enlarged detail of a bollard element in the region of the island plate according to a view IX in Fig. 7,
- Fig. 10
- 8 is an enlarged sectional view according to a view X in FIG. 8, FIG.
- Fig. 11
- an enlarged sectional view in the region of a joint along a line XI-XI in Fig. 5, and
- Fig. 12
- a perspective view of the foundation with slope parameters in the island plate and the carriageway area.
In Fig. 1 ist ein insgesamt mit 1 bezeichnetes Fundament dargestellt, das als bodenseitige Bauteilanordnung zum Aufbau einer Tankstelle o. dgl. Bauwerke auf einer vorbereiteten Tragschicht 2 (Fig. 6) vorgesehen ist. Der Fundamentaufbau 1 weist eine an einen Fahrbahnbereich 3 als Funktionsbereich angrenzende und eine oder mehrere Zapfsäulen (nicht dargestellt) aufnehmende Inselplatte als Tragelement 4 auf, die jeweilige Durchlaßöffnungen D für Leitungsteile o. dgl. Zubehör aufweist und mit einer Stützzone Z versehen ist, in deren Bereich Dachelemente, Träger o. dgl. (nicht näher dargestellte) Baugruppen der Tankstelleneinrichtung gehalten sind.In Fig. 1, a generally designated 1 foundation is shown, which is provided as a bottom-side component assembly for building a gas station o. The like. Structures on a prepared support layer 2 (Fig. 6). The
Die erfindungsgemäße Bauteilanordnung des Fundamentes 1 ist im Funktionsbereich 3 und/oder im Bereich der Tragelemente 4 aus vorgefertigten Einzelteilen aufgebaut, die zu einer als flüssigkeitsdichter Bodenbelag wirksamen Montageeinheit M verbunden sind. Im Bereich einer Tankstelle (Fig. 1) ist die Inselplatte als zentrales Tragelement 4 in den aus Einzelteilen zusammgesetzten und einen Außenrand 6 bildenden Fahrbahnbereich 3 als Funktionsfläche integriert.The component assembly of the
In Fig. 12 sind in einer Perspektivdarstellung (in Form einer Neigungsmaße enthaltenden Statikzeichnung des Systems) die Einzelteile der Montageeinheit M veranschaulicht, wobei die Einzelteile im Bereich jeweiliger Fugen F (kleine Schnittdarstellungen gemäß Fig. 12.1 und Fig. 12.2) bildender Anlageflächen so verlegt sind, daß jeweils Teile der Inselplatte 4 und zugeordnete Bodenplatten 5 aneinandergrenzen. In dieser Einbaulage werden jeweilige zum Außenrand 6 (Fig. 1) des Fahrbahnbereiches 3 verlaufende und in den Bodenbelag integrierte Neigungen N, N', N" deutlich, so daß mittels eines in den Fugen F vorgesehenen Dichtungsaufbaus (Fig. 11) eine zum Außenrand 6 gerichtete Ableitung von Oberflächenflüssigkeit erreicht ist.12, the individual parts of the assembly unit M are illustrated in a perspective view (in the form of a static analysis drawing of the system), the individual parts being laid in the region of respective joints F (small sectional views according to FIGS. 12.1 and 12.2) in that parts of the
Die Ausführungsform der Montageeinheit M in Fig. 1 verdeutlicht, daß diese mit der Inselplatte 4, den Bodenplatten 5 (Fig. 5) bzw. Sechsecksteinen 5' (Fig. 1) und den Außenrand 6 bildenden Rampensteinen 7 (Fig. 9) einen erweiterbaren Bausatz bildet, der auf der bodenseitig vorbereiteten Tragschicht 2 (Fig. 4) positioniert wird. Danach können die Einzelteile durch allgemein mit 8, 8' bezeichnete Halteteile in dieser Einbaulage, beispielsweise im Bereich der Inselplatte 4, fixiert werden und im Bereich der aneinandergrenzenden Anlageflächen der Einzelteile 5 bzw. 5' wird über ein zumindest bereichsweise in den Verbindungsspalt (Fuge F) eingebrachtes Dichtmittel 9 (Fig. 11, z. B. Polysulfid) der fluiddicht versiegelte Dichtungsaufbau gebildet.The embodiment of the assembly unit M in Fig. 1 illustrates that these with the
In zweckmäßiger Ausführung ist der Dichtungsaufbau so konzipiert, daß in der Fahrfläche mit der Versiegelung der Fugen F jeweilige Leitrinnen L (Fig. 11) gebildet werden, in denen von der Montageeinheit M abfließende Flüssigkeiten aufgenommen und zu jeweiligen in den Außenrand 6 des Fahrbahnbereiches 3 integrierten Sammelkanälen 10 abgeleitet werden. Im Bereich der Sammelkanäle 10 können nicht näher dargestellte Abscheider vorgesehen sein, so daß insbesondere schadstoffbelastete Oberflächenflüssigkeiten im Bereich von Tankstellen umweltgerecht entsorgt werden können.In an expedient embodiment, the sealing structure is designed so that respective guide channels L (FIG. 11) are formed in the running surface with the sealing of the joints F, in which liquids drained from the assembly unit M are received and integrated into the
Die vergrößerten Darstellungen gemäß Fig. 2 und 3 verdeutlichen in Zusammenschau mit der Schnittdarstellung gemäß Fig. 4 den Einzelteil-Aufbau der Inselplatte 4, die aus zwei Seitenteilen 11 und 12 und einem zwischen diesen verspannten Mittelteil 13 besteht. Auf den beiden Seitenteilen 11, 12 ist jeweils endseitig ein Pollerelement 14, 15 abgestützt. Zur Aufnahme dieser als Schutz für die Tanksäulen vorgesehenen Pollerelemente 14, 15 sind die Seitenteile 11, 12 jeweils mit einer als Anlagefläche wirksamen Abstufung 16 geformt, so daß eine stabilisierende Einbaulage erreicht ist (Fig. 3) und die Pollerelemente 14, 15 eine Stoßbelastung ohne Verschiebung aufnehmen können.The enlarged views of FIG. 2 and 3 illustrate in conjunction with the sectional view of FIG. 4, the item structure of the
Die Verbindung zwischen den beiden Seitenteilen 11, 12 und dem Mittelteil 13 ist in zweckmäßiger Ausführung durch die in Form von verschraubten Platten ausgebildeten Halteteile 8 stabilisiert, und zusätzlich ist in dieser Ausführung der Montageeinheit M im Bereich der Verbindungsflächen S (Fig. 2) der Teile 11, 12 und 13 eine als Verschiebesicherung wirksame und in Form einer Nut-Feder-Verbindung geformte Umfangsprofilierung (Fig. 3) vorgesehen. Diese ist im Mittelteil 13 von jeweiligen nutförmigen Ausnehmungen 34, 35 gebildet, in die jeweilige Formansätze 36, 37 der Seitenteile 11 bzw. 12 eingreifen.The connection between the two
Die Draufsicht gemäß Fig. 3 zeigt außerdem, daß im Bereich der Seitenteile 11, 12 oberseitig jeweilige Rahmenteile 17, 18 vorgesehen sind. Im Bereich der Rahmenteile 17, 18 ist mit geringem Montageaufwand eine Tanksäule (nicht dargestellt) installierbar, die über eine als bodenseitiger Kanal verlaufende Durchlaßöffnung 19, 19' mit entsprechenden Leitungssystemen eines Versorungssystems der Tankstelle verbunden werden kann.The plan view according to FIG. 3 also shows that in the area of the
Das zwischen den beiden Seitenteilen 11, 12 abgestützte Mittelteil 13 weist ebenfalls Durchlaß-Öffnungen 20, 21 auf, die vorteilhaft mit jeweiligen in Form von Leerrohren verlegten Leitungsbahnen versehen sind. Damit können in die Montageeinheit M mit geringem Aufwand zusätzliche Leitungsverbindungen, beispielsweise Elektrokabel, Dachentwässerungen o. dgl., eingebracht werden. In das Mittelteil 13 sind zusätzliche Aufnahmeteile 22 eingegossen, die insbesondere die oberseitige Stützzone Z für nicht näher dargestellte Dachelemententräger bilden. Bei 23 ist der Anschluß eines elektrischen Potentialausgleichs vorgesehen. Als Aufnahmeteile 22 sind insbesondere Ankerbolzen vorgesehen, die mit einer im Betonteil gehaltenen Bodenplatte verbunden sind. Beim Eingießen dieser Baugruppe (nicht dargestellt) in beispielsweise Beton (B 25) werden jeweilige Leerrohre E (Fig. 2, Fig. 3) um die Ankerbolzen gruppiert, so daß diese nach dem Aushärten des Betons zur Montage zugänglich sind und in ihrer Verbindungsstellung lagegenau ausgerichtet werden können. Der Bereich zu den Leerrohren E hin kann danach mit Füllmaterial ausgegossen werden.The supported between the two
In Fig. 4 ist die vorbeschriebene Ausführung der dreiteiligen Inselplatte 4 in einer Schnittdarstellung veranschaulicht, wobei weitere an die Inselplatte 4 seitlich anschließende Einzelteile (Fig. 10) der Montageeinheit M deutlich werden.In Fig. 4, the above-described embodiment of the three-
In Fig. 5 ist eine weitere Ausführungsform der Montageeinheit M dargestellt, wobei das Mittelteil 13 im Bereich der Inselplatte 4 beidseits zu den Seitenteilen 11, 12 hin ein jeweiliges Zwischenteil 24, 25 aufweist, an dem die jeweiligen Rahmenteile 17, 18 zur Aufnahme der Tanksäule vorgesehen sind. In Zusammenschau mit Fig. 6 wird deutlich, daß das Mittelteil 13 von einem in den Boden eingelassenen Köcherteil 17 untergriffen ist, mit dem unterhalb einer Zentralöffnung 28 im Mittelteil 13 eine zusätzliche Stützbaugruppe, für beispielsweise einen nicht näher dargestellten Dachelemententräger o. dgl., gebildet ist.5, a further embodiment of the mounting unit M is shown, wherein the
In der Ausführungsform der jeweiligen Fahrbahnbereiche 3 in Fig. 5 und 7 sind als Einzelteile jeweilige Bodenplatten 5 vorgesehen, die im wesentlichen gleichebenig (Fig. 6, Fig. 8) mit der Inselplatte 4 auf der Tragschicht 2 abgestützt sind und im Bereich des Außenrandes 6 jeweilige Halteteile 8' aufweisen. Die Tragschicht weist dabei in zweckmäßiger Ausführung eine auf dem Boden 26 als Decklage vorgesehene Mörtelschicht 29 auf, über der ein Feinplanum 30, insbesondere zur Herstellung der Neigungen N, N', N" (Fig. 12) aufgetragen werden kann. Ebenso ist denkbar, daß die Fahrbahnbereiche 3 mit sechseckigen Formsteinen 5' (Fig. 1) ausgelegt sind, deren jeweilige Fugenbereiche F ebenfalls mit dem Dichtungsaufbau (Fig. 11) versehen werden.In the embodiment of the
In Fig. 7 ist die Inselplatte 4 in einer Einbaulage dargestellt, bei der der Fahrbahnbereich 3 einseitig im Bereich eines Längsrandes L' an die Inselplatte 4 angrenzt. Die Bodenplatten 5 weisen eine entsprechende Neigung N, N' auf, so daß zu den Sammelkanälen 10 hin eine Flüssigkeitsableitung erreicht ist. In sämtlichen der dargestellten Ausführungen ist der jeweilige Außenrand 6 des Fahrbahnbereiches 3 nach Art des Rampensteines 7 (Fig. 9, rechte Seite) geformt. Damit sind die Fahrbahnbereiche 3 als flüssigkeitsdicht versiegelter Bodenbelag randseitig so begrenzt, daß auch bei großen Flüssigkeitsmengen auf der Fahrfläche ein Übertreten in die angrenzenden Bereiche vermieden ist.In Fig. 7, the
Die teilweise geschnittene Darstellung der Inselplatte 4 bzw. des Pollerelementes 14 gemäß Fig. 9 (linke Seite) verdeutlicht an den Seitenteilen 11', 12', 13' (Fig. 8) einen Formbereich P, der als eine Aufkantung 56 so ausgebildet ist, daß auf der Inselplatte 4 befindliche Flüssigkeit nach Art eines Spritzschutzes zurückgehalten wird und damit im Bereich der Zapfsäulen die Sicherheitsanforderungen erfüllt sind.The partially sectioned illustration of the
In Fig. 10 zeigt eine vergrößerte Ausschnittsdarstellung gemäß Ansicht X in Fig. 8 die Integration des Rahmenteils 17' im Bereich einer Durchlaßöffnung 20' in das Mittelteil 13'. Die Durchlaßöffnung 20' ist oberseitig mit einem Deckelformteil 31 verschlossen.In Fig. 10 shows an enlarged sectional view according to view X in Fig. 8, the integration of the frame part 17 'in the region of a passage opening 20' in the central part 13 '. The passage opening 20 'is closed on the upper side with a
In Fig. 4 und Fig. 1 sind jeweils randseitig neben den Seitenteilen 11, 12 befindliche Schachtbausätze 32, 33 an die Inselplatte 4 angesetzt. Die jeweiligen oberseitigen Bausteine 34, 35 grenzen einerseits im Nahbereich der Pollerelemente 14 an die Seitenelemente 11, 12 an und andererseits sind die Bausteine 34, 35 in den Bodenbelag 3 integriert. Die Schachtbausätze 32, 33 bilden eine jeweilige Domschachtabdeckung, die oberhalb einer jeweiligen Zugangsöffnung 36, 37 zu einem Tankbehälter 38, 39 vorgesehen ist.In FIG. 4 and FIG. 1, shaft construction sets 32, 33 located at the edge side next to the
Claims (12)
- System of building components for the construction of a foundation (1) for a roadway, a forecourt of a filling station, an assembly-line building, a carwash, or similar structures, having a functional region (3) which is supported on the ground side on a supporting layer (2), which has supporting elements (4) and which has through-openings (D, 19, 19', 20', 21) and support zones (Z) for respective pipe and conduit parts, roof element supports or the like, the supporting elements (4) and/or adjoining functional regions (3) in each case forming an assembly unit (M) able to be connected together from discrete prefabricated parts (5, 5', 7, 11, 12, 13, 24, 25), characterised in that at least one centre part (13) which is intended as a supporting element is provided with cast-in empty tubes (20, 21) and receiving parts (22, 23) which both project above the said centre part (13) at the top, in such a way that liquid-tight connections can be made for pipe and conduit connections and support zones (Z).
- System of building components according to claim 1, characterised in that a supporting element (4) which is intended as a island slab for a filling station comprises two side parts (11, 12) having the centre part (13) braced therebetween, and a bollard element (14, 15) is supported on the side parts (11, 12) at each end thereof.
- System of building components according to claim 2, characterised in that at least one frame part (17, 18) which supports a petrol pump is incorporated in each of the side parts (11, 12).
- System of building components according to one of claims 1 to 3, characterised in that the centre part (13), which is supported centrally between the side parts (11, 12), has the through-openings (20, 21) for pipe and conduit parts, and the receiving parts (22) which form the support zones (Z) for roof element supports are provided at the top thereof.
- System of building components according to one of claims 1 to 4, characterised in that a receptacle part (17) which is let into the ground (26) fits under the central part (13) in the region of a central opening (28).
- System of building components according to one of claims 1 to 5, characterised in that, towards the side parts (11, 12), the centre part (13) adjoins respective intermediate parts (24, 25) on both sides.
- System of building components according to one of claims 1 to 6, characterised in that, in the region of its side parts (11, 12), the island slab (4) adjoins, on the outside, respective manhole blocks (34, 35), and the respective access openings (36, 37) to tanks (38, 39) are situated below domed manhole covers.
- System of building components according to one of claims 1 to 7, characterised in that the island slab (4) adjoins a region (3) of the forecourt serving as a functional area only in the region of one longitudinal edge (L).
- System of building components according to one of claims 1 to 8, characterised in that the region of forecourt (3) which adjoins the parts (11, 12, 13, 24, 25) of the island slab (4) is constructed from ground-surfacing slabs (5) and/or shaped blocks (5'), and these latter items are supported on the supporting layer (2), on a level with the island slab (4), by a fine sub-grade (30).
- System of building components according to one of claims 1 to 9, characterised in that the supporting layer (2) is provided with the slope (N, N', N"), which extends to the outer edge (6) of the forecourt region (3), and the said slope (N, N', N") presets the installed position of the discrete parts (5, 5').
- System of building components according to one of claims 1 to 10, characterised in that the discrete parts (11, 13 and 12, 13) of the assembly unit (M) have, in the region of connecting surfaces (S) able to be placed against one another, interengaging profiling (34, 36; 35, 37) which acts as a means of securing them against displacement.
- System of building components according to one of claims 1 to 11, characterised in that in the installed position the discrete parts (5, 11, 13, 12, 13) are connected by means of additional holding elements (8, 8') which, at the circumference, fit across the gap (S) at the connection.
Applications Claiming Priority (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE20001184U DE20001184U1 (en) | 2000-01-25 | 2000-01-25 | Component arrangement for creating a foundation |
DE20001184U | 2000-01-25 | ||
DE20019191U | 2000-11-10 | ||
DE20019191U DE20019191U1 (en) | 2000-11-10 | 2000-11-10 | Floor covering component |
PCT/EP2001/000752 WO2001055508A1 (en) | 2000-01-25 | 2001-01-24 | System of building components for use in the construction of a foundation |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1252394A1 EP1252394A1 (en) | 2002-10-30 |
EP1252394B1 true EP1252394B1 (en) | 2007-05-30 |
Family
ID=26056009
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01903674A Expired - Lifetime EP1252394B1 (en) | 2000-01-25 | 2001-01-24 | System of building components for use in the construction of a foundation |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1252394B1 (en) |
AT (1) | ATE363564T1 (en) |
AU (1) | AU2001231690A1 (en) |
DE (1) | DE50112557D1 (en) |
PL (1) | PL356842A1 (en) |
WO (1) | WO2001055508A1 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102004012718A1 (en) * | 2004-03-16 | 2005-10-13 | Deutsche Bp Aktiengesellschaft | Foundation for a gasoline pump in a gasoline station comprises a base and a base plate with a standing surface for fixing a gasoline pump and a flange surface for fixing a roof support |
DE102004014473B4 (en) * | 2004-03-24 | 2006-07-27 | Terraelast Ag | Floor cover for a wash area on a building ground or a substructure comprises a top layer which is a combination of mineral particles and an organic adhesive |
FR2882566B1 (en) * | 2005-02-27 | 2008-10-31 | Barre Soc Par Actions Simplifi | LONG-FORMED FORMWORK FOR MANUFACTURING LONGRINES, METHOD FOR MANUFACTURING LONGRINES, LONGRINES MADE AND INSTALLATION FOR RECOVERING AND TREATING AGGREGATE MACHINERY WASHING WATER |
ITPD20110169A1 (en) * | 2011-05-25 | 2012-11-26 | Gardens Pav Srl | PREFABRICATED PANEL FOR SELF-WASH FLOORS |
GB2575007A (en) * | 2018-05-03 | 2020-01-01 | Oliver David | Landscape article |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9201491U1 (en) * | 1992-02-06 | 1992-06-17 | Dr. Barth GmbH, 7582 Bühlertal | Liquid-tight concrete flooring |
PL329288A1 (en) * | 1996-04-11 | 1999-03-15 | Karl Kortmann | Concrete paving block especially for paving roads and yards in areas of filling stations or similar facilities |
-
2001
- 2001-01-24 AT AT01903674T patent/ATE363564T1/en active
- 2001-01-24 EP EP01903674A patent/EP1252394B1/en not_active Expired - Lifetime
- 2001-01-24 WO PCT/EP2001/000752 patent/WO2001055508A1/en active IP Right Grant
- 2001-01-24 DE DE50112557T patent/DE50112557D1/en not_active Expired - Lifetime
- 2001-01-24 PL PL01356842A patent/PL356842A1/en not_active Application Discontinuation
- 2001-01-24 AU AU2001231690A patent/AU2001231690A1/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
ATE363564T1 (en) | 2007-06-15 |
WO2001055508A1 (en) | 2001-08-02 |
EP1252394A1 (en) | 2002-10-30 |
AU2001231690A1 (en) | 2001-08-07 |
DE50112557D1 (en) | 2007-07-12 |
PL356842A1 (en) | 2004-07-12 |
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