EP2444560A2 - Structure with at least one bent construction element made from concrete and method for producing such a structure - Google Patents

Structure with at least one bent construction element made from concrete and method for producing such a structure Download PDF

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Publication number
EP2444560A2
EP2444560A2 EP11008402A EP11008402A EP2444560A2 EP 2444560 A2 EP2444560 A2 EP 2444560A2 EP 11008402 A EP11008402 A EP 11008402A EP 11008402 A EP11008402 A EP 11008402A EP 2444560 A2 EP2444560 A2 EP 2444560A2
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EP
European Patent Office
Prior art keywords
building according
prefabricated
curved
concrete
formwork
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EP11008402A
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German (de)
French (fr)
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EP2444560B1 (en
EP2444560A3 (en
Inventor
Werner Nachbauer
Michael Hasler
Andreas Kluibenschedl
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Technologiezentrum Ski- und Alpinsport GmbH
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Technologiezentrum Ski- und Alpinsport GmbH
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/08—Vaulted roofs
    • E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
    • E04B7/102—Shell structures
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63C—SKATES; SKIS; ROLLER SKATES; DESIGN OR LAYOUT OF COURTS, RINKS OR THE LIKE
    • A63C19/00—Design or layout of playing courts, rinks, bowling greens or areas for water-skiing; Covers therefor
    • A63C19/10—Ice-skating or roller-skating rinks; Slopes or trails for skiing, ski-jumping or tobogganing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/166—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with curved surfaces, at least partially cast in situ in order to make a continuous concrete shell structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63G—MERRY-GO-ROUNDS; SWINGS; ROCKING-HORSES; CHUTES; SWITCHBACKS; SIMILAR DEVICES FOR PUBLIC AMUSEMENT
    • A63G21/00—Chutes; Helter-skelters
    • A63G21/18—Water-chutes

Definitions

  • the invention relates to a building with at least one curved construction element made of concrete.
  • a building is understood to mean a wide variety of artifacts, which contain at least one curved construction element, but preferably a plurality of them, and the strung together three-dimensional spatial structures, and are relatively difficult to create due to their curvature at the site.
  • These structures include closed spaces with curved roof structures, such as halls for various purposes, warehouses, stations, etc., roofs of open spaces, such as platforms, sports facilities, etc., or sports facilities such as ski jumps, toboggan or bobsled, water slides od. Like., in which also curved construction elements are needed.
  • the at least one construction element is characterized by a curved face having lost formwork made of high-strength or higher-grade concrete prefabricated shells that are combined with a Ort forrag für in the composite.
  • the problem solved by the invention consists of several small details problems for which more or less useful solutions are already known in detail.
  • a similar scarfing device for a structural element itself is in the EP 238 168 described.
  • the individual precast concrete shells are produced for the lost formwork.
  • the precast shells are then, if necessary, arranged according to measures to improve the bonding effect to in-situ concrete, on site on existing permanent supports or only temporarily erected scaffolds, sealed together and provided with suitable reinforcements.
  • the reinforcements can, if the building is a sports facility, in particular a toboggan or bobsleigh track, also serve to convey the cooling medium if they are designed as flow-through pipes.
  • the tubes for a cooling (or heating medium) in addition to the reinforcement on the composite surface of the precast shells.
  • the thickness of the concrete layer of the precast shells is as low as possible, for example, between two and ten centimeters, which can be provided as a transport securing reinforcing struts to improve the spatial stability of the precast shells.
  • the stiffening struts are integrated directly into the concrete or subsequently fixed to eyelets, which are introduced into the concrete during manufacture.
  • the spent on the site, and arranged on the supports precast pans are then covered with in-situ concrete, the in-situ concrete can be applied in a conventional manner, when the elements are aligned substantially horizontally and, for example, have only small waves with approximately compensating rises and falls.
  • the elements at the construction site are more inclined, for example at an angle greater than 30 degrees, there are two possibilities for preventing the in-situ concrete from slipping off before hardening.
  • a first possibility provides here that at least in these inclined areas, the in-situ concrete layer is limited by a second precast shell. These areas are therefore bivalve with a pourable or fillable cavity from which the concrete can not flow until hardened.
  • This variant is particularly suitable for buildings, such as bobsleigh or toboggan runs, where the Ort Furtherrag für mainly vertically on the back of the individual track elements is needed.
  • Fig. 1 shows a section of a building with a multiple and alternately curved construction element, in particular with a curved, wavy roof, which rests on supports, not shown.
  • the building may, for example, a hall, a sports venue od.
  • Like. Be in which the free bottom for architectural reasons have a deviating from the flat surface design, and should be curved in all directions, with transitions between convex and concave areas quite well could be.
  • the curved construction element has two major components. First, a layer of prefabricated elements 1, one of which is in Fig. 2 is indicated schematically, which form a permanent formwork for the structural element, and on the other hand after creating the lost formwork at the site applied reinforced Ort forragtik 8, which forms a composite with the finished part shells 1.
  • the division of the lost formwork into individual elements 1 allows their prefabrication at a suitable establishment, with the most favorable position or position of the formwork for concreting for each precast shell 1 can be freely determined.
  • the optionally colored high-strength or higher-grade concrete for the precast shells 1 is of higher strength than normal concrete and contains in particular metallic or mineral reinforcing fibers, such as steel, glass, etc. (fiber concrete), so that the smallest possible thicknesses (from 2 cm) are executable.
  • the abutment surfaces to the adjacent elements of the lost formwork can, as from Fig. 3, 4 and 6 it can be seen, be formed differently, for example, flat butt, simply stepped or with tongue and groove, etc.
  • the composite surfaces 2 to in-situ concrete can, like the Fig.
  • FIG. 7 to 9 show, depending on the size of the forces to be transmitted also be designed differently, for example smooth ( Fig. 7 ), roughened (eg by sandblasting) or toothed ( Fig. 8 ), with protruding anchors 5 or the like ( Fig. 9 ) or by a chemical bonding agent od.
  • smooth Fig. 7
  • roughened eg by sandblasting
  • toothed Fig. 8
  • protruding anchors 5 or the like Fig. 9
  • a chemical bonding agent od.
  • the sealing of the joints 3 between the individual precast shells 1 can be done by means of inserted sealing strips 4, such as Fig. 6 shows.
  • Fig. 1 To create the construction element according to Fig. 1 are the corresponding prefabricated prefabricated shells 1 placed on supports 7, such Fig. 5 shows. Subsequently, the required reinforcement is arranged, which may be flaccid or biased depending on the structure. Subsequently, the application of Ort forrag für 8, in which work or expansion joints can be formed.
  • Fig. 10 shows a section of a construction element with a range of greater inclination from about 30 °, in which the in-situ concrete needs a counterhold on the top or outside. This can be achieved in a simple manner by likewise correspondingly curved prefabricated prefabricated part shells 6, which are spaced apart from the prefabricated part shells 1 by spacers 9.
  • Fig. 11 shows a composed of three precast shells 1, lost formwork a portion of a bobsleigh or toboggan run 10, wherein struts and supports 7, the relatively delicate prefabricated prefabricated shells 1 whose thickness is for example between three and five centimeters, and their curved visible surfaces after icing the Lane 12 forms, support during transport and installation in the field.
  • struts and supports 7 the relatively delicate prefabricated prefabricated shells 1 whose thickness is for example between three and five centimeters, and their curved visible surfaces after icing the Lane 12 forms, support during transport and installation in the field.
  • reinforcements 11 and conduits for a cooling medium are laid, and then the in-situ concrete support layer 8 is sprayed.
  • Fig. 12 additionally shows a final insulating or insulating layer 13.
  • the prefabricated shells 1, 6 are provided at selected, pre-calculated positions with plug or threaded sleeves 14, on which the supports 7, the spacers 9 or composite aids, such as the anchor 5, fixed could be

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Bridges Or Land Bridges (AREA)
  • Panels For Use In Building Construction (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The structure has a curved construction element made from concrete. A permanent framework is made from prefabricated peelings (1). The permanent framework has a curved visible surface. The prefabricated peelings are made from high-strength concrete. The prefabricated peelings are connected with a site concrete layer (8). An independent claim is also included for a method for producing structure.

Description

Die Erfindung betrifft ein Bauwerk mit mindestens einem gekrümmten Konstruktionselement aus Beton.The invention relates to a building with at least one curved construction element made of concrete.

Unter einem Bauwerk werden dabei die unterschiedlichsten Artefakte verstanden, die zumindest ein gekrümmtes Konstruktionselement enthalten, bevorzugt aber eine Vielzahl davon, und die aneinandergereiht dreidimensionale räumliche Strukturen ergeben, und aufgrund ihrer Krümmung an der Baustelle relativ schwierig zu erstellen sind. Zu diesen Bauwerken zählen geschlossene Räume mit geschwungenen Dachkonstruktionen, wie Hallen für verschiedene Zwecke, Lagerhallen, Bahnhöfe usw., Überdachungen von offenen Räumen, beispielsweise Bahnsteige, Sportstätten usw., oder Sportanlagen wie Sprungschanzen, Rodel- oder Bobbahnen, Wasserrutschen od. dgl., in denen ebenfalls gekrümmte Konstruktionselemente benötigt werden.A building is understood to mean a wide variety of artifacts, which contain at least one curved construction element, but preferably a plurality of them, and the strung together three-dimensional spatial structures, and are relatively difficult to create due to their curvature at the site. These structures include closed spaces with curved roof structures, such as halls for various purposes, warehouses, stations, etc., roofs of open spaces, such as platforms, sports facilities, etc., or sports facilities such as ski jumps, toboggan or bobsled, water slides od. Like., in which also curved construction elements are needed.

In einem erfindungsgemäßen Bauwerk ist das mindestens eine Konstruktionselement gekennzeichnet durch eine eine gekrümmte Sichtfläche aufweisende, verlorene Schalung aus aus hochfestem oder höherwertigem Beton gefertigten Fertigteilschalen, die mit einer Ortbetontragschicht im Verbund sind.In a building according to the invention, the at least one construction element is characterized by a curved face having lost formwork made of high-strength or higher-grade concrete prefabricated shells that are combined with a Ortbetontragschicht in the composite.

Das durch die Erfindung gelöste Problem setzt sich aus mehreren kleinen Detailproblemen zusammen, für die im Einzelnen mehr oder minder brauchbare Lösungen bereits bekannt sind. Beispielsweise ist für die Herstellung von vorgefertigten Betonteilen von insbesondere doppelt gekrümmten Konstruktionselementen aus der DE 198 23 610 ein auf einer Vielzahl von einstellbaren Stützen liegender Schaltisch mit einem verbieg- und verzerrbaren Gitterrost bekannt. Eine ähnliche Schalvorrichtung für ein Konstruktionselement selbst ist in der EP 238 168 beschrieben.The problem solved by the invention consists of several small details problems for which more or less useful solutions are already known in detail. For example, for the production of prefabricated concrete parts of particular double-curved construction elements of the DE 198 23 610 a on a variety of adjustable supports lying Schaltisch known with a bendable and distortable grating. A similar scarfing device for a structural element itself is in the EP 238 168 described.

Nach der Erfindung werden entsprechend der dreidimensionalen Formgebung des Bauwerks einzelnen Feldern der gekrümmten Konstruktionselemente entsprechende Schalformen bestimmt, in denen dann unter Verwendung eines hochfesten, insbesondere faserverstärkten, selbstverdichtenden Betons die einzelnen Fertigteilschalen für die verlorene Schalung erzeugt werden. Die Fertigteilschalen werden dann, gegebenenfalls nach Maßnahmen zur Verbesserung der Verbundwirkung zum Ortbeton, vor Ort auf vorhandenen dauerhaften Abstützungen bzw. nur vorübergehend errichteten Stützgerüsten angeordnet, miteinander abgedichtet verbunden und mit geeigneten Bewehrungen versehen. Die Bewehrungen können dabei, wenn das Bauwerk eine Sportanlage, insbesondere eine Rodel- oder Bobbahn darstellt, auch zur Förderung des Kühlmediums dienen, wenn sie als durchströmbare Rohre ausgebildet werden. Selbstverständlich ist es natürlich auch möglich, die Rohre für ein Kühl- (oder Heizmedium) zusätzlich zur Bewehrung an der Verbundfläche der Fertigteilschalen anzuordnen.According to the invention according to the three-dimensional shape of the building individual fields of curved construction elements corresponding formwork forms are determined in which then using a high-strength, in particular fiber-reinforced, self-compacting concrete, the individual precast concrete shells are produced for the lost formwork. The precast shells are then, if necessary, arranged according to measures to improve the bonding effect to in-situ concrete, on site on existing permanent supports or only temporarily erected scaffolds, sealed together and provided with suitable reinforcements. The reinforcements can, if the building is a sports facility, in particular a toboggan or bobsleigh track, also serve to convey the cooling medium if they are designed as flow-through pipes. Of course, it is of course also possible to arrange the tubes for a cooling (or heating medium) in addition to the reinforcement on the composite surface of the precast shells.

Aus Gewichtsgründen ist die Dicke der Betonschicht der Fertigteilschalen so gering als möglich, beispielsweise zwischen zwei und zehn Zentimetern, wobei als Transportsicherung Verstärkungsstreben vorgesehen werden können, um die räumliche Stabilität der Fertigteilschalen zu verbessern. Die Versteifungsstreben werden direkt in den Beton eingebunden oder nachträglich an Ösen fixiert, die bei der Herstellung in den Beton eingebracht werden.For reasons of weight, the thickness of the concrete layer of the precast shells is as low as possible, for example, between two and ten centimeters, which can be provided as a transport securing reinforcing struts to improve the spatial stability of the precast shells. The stiffening struts are integrated directly into the concrete or subsequently fixed to eyelets, which are introduced into the concrete during manufacture.

Die an die Baustelle verbrachten, und auf den Abstützungen angeordneten Fertigteilschalen werden dann mit Ortbeton überdeckt, wobei der Ortbeton in üblicher Weise aufgebracht werden kann, wenn die Elemente im Wesentlichen horizontal ausgerichtet sind und beispielsweise nur kleine Wellen mit sich etwa ausgleichenden Anstiegen und Abfällen aufweisen.The spent on the site, and arranged on the supports precast pans are then covered with in-situ concrete, the in-situ concrete can be applied in a conventional manner, when the elements are aligned substantially horizontally and, for example, have only small waves with approximately compensating rises and falls.

Sind die Elemente an der Baustelle aber stärker geneigt, beispielsweise in einem Winkel von größer als 30 Grad, so ergeben sich zwei Möglichkeiten, das Abrutschen des Ortbetons vor der Erhärtung zu verhindern. Eine erste Möglichkeit sieht hier vor, dass zumindest in diesen geneigten Bereichen die Ortbetontragschicht durch eine zweite Fertigteilschale begrenzt ist. Diese Bereiche sind daher zweischalig mit einem ausgießbaren bzw. füllbaren Hohlraum, aus dem der Beton bis zur Erhärtung nicht ausfließen kann.However, if the elements at the construction site are more inclined, for example at an angle greater than 30 degrees, there are two possibilities for preventing the in-situ concrete from slipping off before hardening. A first possibility provides here that at least in these inclined areas, the in-situ concrete layer is limited by a second precast shell. These areas are therefore bivalve with a pourable or fillable cavity from which the concrete can not flow until hardened.

Eine zweite Möglichkeit sieht vor, dass auf die Fertigteilschalen eine Ortbetontragschicht aufgespritzt ist. Diese Variante eignet sich insbesondere für Bauwerke, beispielsweise für Bob- oder Rodelbahnen, bei denen die Ortbetontragschicht hauptsächlich vertikal auf der Rückseite der einzelnen Bahnelemente benötigt wird.A second possibility envisages that an in-situ concrete wearing course has been sprayed onto the precast shells. This variant is particularly suitable for buildings, such as bobsleigh or toboggan runs, where the Ortbetontragschicht mainly vertically on the back of the individual track elements is needed.

Nachstehend wird nun die Erfindung anhand der Figuren der beiliegenden Zeichnung näher beschrieben, ohne darauf beschränkt zu sein. Es zeigen:

Fig.1
eine schematische Ansicht eines doppelt gekrümmten Konstruktionselements, das aus mehreren Fertigteilschalen mit unterschiedlichen Krümmungen im Verbund mit einer Ortbetontragschicht besteht,
Fig. 2
eine schematische Ansicht einer der Fertigteilschalen aus Fig. 1,
Fig. 3 und 4
zwei Ausführungsbeispiele der Randausbildung der Fertigteilschalen nach Fig. 1,
Fig. 5
die Anordnung von mehreren Fertigteilschalen nach Fig. 1 an der Baustelle zur Ausbildung einer verlorenen Schalung für die Ortbetontragschicht,
Fig. 6
eine Möglichkeit der Fugenausbildung in der Anordnung nach Fig. 5,
Fig. 7, 8 und 9
Beispiele für den Verbund zwischen den Fertigteilschalen und dem Ortbeton,
Fig. 10
eine Variante des Konstruktionselementes nach Fig. 2 mit stärker geneigten Abschnitten,
Fig. 11
eine Ansicht von drei Fertigteilschalen als Schalung für einen Abschnitt einer Bob- und Rodelbahn, und
Fig. 12
einen Vertikalschnitt durch ein Element nach Fig. 11.
The invention will now be described in more detail with reference to the figures of the accompanying drawing, without being limited thereto. Show it:
Fig.1
a schematic view of a double-curved construction element, which consists of several prefabricated shells with different curvatures in combination with an in-situ concrete layer,
Fig. 2
a schematic view of one of the precast shells Fig. 1 .
3 and 4
two embodiments of the edge formation of the precast shells after Fig. 1 .
Fig. 5
the arrangement of several prefabricated shells after Fig. 1 at the construction site to form a permanent shuttering for the in-situ concrete layer,
Fig. 6
a possibility of joint formation in the arrangement according to Fig. 5 .
FIGS. 7, 8 and 9
Examples of the bond between the prefabricated shells and the in-situ concrete,
Fig. 10
a variant of the construction element according to Fig. 2 with more inclined sections,
Fig. 11
a view of three prefabricated shells as formwork for a section of a bob and toboggan run, and
Fig. 12
a vertical section through an element after Fig. 11 ,

Fig. 1 zeigt einen Ausschnitt eines Bauwerks mit einem mehrfach und wechselnd gekrümmten Konstruktionselement, insbesondere mit einem geschwungenen, gewellten Dach, das auf nicht gezeigten Unterstützungen aufliegt. Das Bauwerk kann beispielsweise eine Halle, eine Sportstätte od. dgl. sein, bei der die freie Unterseite aus architektonischen Gründen eine von der ebenen Fläche abweichende Gestaltung aufweisen, und in alle Richtungen gekrümmt sein soll, wobei Übergänge zwischen konvexen und konkaven Bereichen durchaus auch eben sein können. Fig. 1 shows a section of a building with a multiple and alternately curved construction element, in particular with a curved, wavy roof, which rests on supports, not shown. The building may, for example, a hall, a sports venue od. Like. Be, in which the free bottom for architectural reasons have a deviating from the flat surface design, and should be curved in all directions, with transitions between convex and concave areas quite well could be.

Das gekrümmte Konstruktionselement weist zwei Hauptbestandteile auf. Zum einen eine Schicht aus vorgefertigten Elementen 1, von denen eines in Fig. 2 schematisch angedeutet ist, die eine verlorene Schalung für das Konstruktionselement bilden, und zum anderen eine nach Erstellung der verlorenen Schalung an der Baustelle
aufgebrachte bewehrte Ortbetontragschicht 8, die mit den Fertig-teilschalen 1 einen Verbund eingeht.The curved construction element has two major components. First, a layer of prefabricated elements 1, one of which is in Fig. 2 is indicated schematically, which form a permanent formwork for the structural element, and on the other hand after creating the lost formwork at the site
applied reinforced Ortbetontragschicht 8, which forms a composite with the finished part shells 1.

Die Aufteilung der verlorenen Schalung in einzelne Elemente 1 erlaubt deren Vorfertigung an einer geeigneten Betriebsstätte, wobei die jeweils günstigste Lage oder Stellung der Schalform zum Betonieren für jede einzelne Fertigteilschale 1 frei bestimmt werden kann. Der gegebenenfalls eingefärbte hochfeste oder höherwertige Beton für die Fertigteilschalen 1 ist von höherer Festigkeit als Normalbeton und enthält insbesondere metallische oder mineralische Verstärkungsfasern, wie Stahl, Glas, usw. (Faserbeton), sodass möglichst geringe Dicken (ab 2 cm) ausführbar sind. Die Stoßflächen zu den benachbarten Elementen der verlorenen Schalung können, wie aus der Fig. 3, 4 und 6 ersichtlich ist, unterschiedlich ausgebildet sein, beispielsweise flach stoßend, einfach abgestuft oder mit Nut und Feder, usw. Die Verbundflächen 2 zum Ortbeton können, wie die Fig. 7 bis 9 zeigen, je nach Größe der zu übertragenden Kräfte ebenfalls unterschiedlich ausgebildet sein, beispielsweise glatt (Fig. 7), geraut (z.B. durch Sandstrahlen) oder gezahnt (Fig. 8), mit vorstehenden Ankern 5 od. dgl. (Fig. 9) bzw. auch durch eine chemische Haftbrücke od. dgl.The division of the lost formwork into individual elements 1 allows their prefabrication at a suitable establishment, with the most favorable position or position of the formwork for concreting for each precast shell 1 can be freely determined. The optionally colored high-strength or higher-grade concrete for the precast shells 1 is of higher strength than normal concrete and contains in particular metallic or mineral reinforcing fibers, such as steel, glass, etc. (fiber concrete), so that the smallest possible thicknesses (from 2 cm) are executable. The abutment surfaces to the adjacent elements of the lost formwork can, as from Fig. 3, 4 and 6 it can be seen, be formed differently, for example, flat butt, simply stepped or with tongue and groove, etc. The composite surfaces 2 to in-situ concrete can, like the Fig. 7 to 9 show, depending on the size of the forces to be transmitted also be designed differently, for example smooth ( Fig. 7 ), roughened (eg by sandblasting) or toothed ( Fig. 8 ), with protruding anchors 5 or the like ( Fig. 9 ) or by a chemical bonding agent od. Like.

Die Abdichtung der Fugen 3 zwischen den einzelnen Fertigteilschalen 1 kann mittels eingelegter Dichtungsstreifen 4 erfolgen, wie Fig. 6 zeigt.The sealing of the joints 3 between the individual precast shells 1 can be done by means of inserted sealing strips 4, such as Fig. 6 shows.

Zur Erstellung des Konstruktionselementes nach Fig. 1 werden die entsprechend vorgefertigten Fertigteilschalen 1 auf Stützen 7 aufgelegt, wie Fig. 5 zeigt. Anschließend wird die benötigte Bewehrung angeordnet, die je nach Bauwerk schlaff oder vorgespannt sein kann. Anschließend erfolgt die Aufbringung der Ortbetontragschicht 8, in der auch Arbeits- oder Dehnfugen ausgebildet werden können.To create the construction element according to Fig. 1 are the corresponding prefabricated prefabricated shells 1 placed on supports 7, such Fig. 5 shows. Subsequently, the required reinforcement is arranged, which may be flaccid or biased depending on the structure. Subsequently, the application of Ortbetontragschicht 8, in which work or expansion joints can be formed.

Fig. 10 zeigt einen Ausschnitt eines Konstruktionselementes mit einem Bereich größerer Neigung ab ca. 30°, in dem der Ortbeton eines Gegenhaltes an der Ober- bzw. Außenseite bedarf. Dies kann in einfacher Weise durch ebenfalls entsprechend gekrümmte vorgefertigte Fertigteilschalen 6 erreicht werden, die durch Abstandhalter 9 von den Fertigteilschalen 1 distanziert sind. Fig. 10 shows a section of a construction element with a range of greater inclination from about 30 °, in which the in-situ concrete needs a counterhold on the top or outside. This can be achieved in a simple manner by likewise correspondingly curved prefabricated prefabricated part shells 6, which are spaced apart from the prefabricated part shells 1 by spacers 9.

Fig. 11 zeigt eine aus drei Fertigteilschalen 1 zusammengesetzte, verlorene Schalung eines Abschnitts einer Bob- bzw. Rodelbahn 10, wobei Verstrebungen und Stützen 7 die relativ filigranen, vorgefertigten Fertigteilschalen 1, deren Dicke beispielsweise zwischen drei und fünf Zentimeter beträgt, und deren gekrümmte Sichtflächen nach Vereisung die Fahrbahn 12 bildet, während des Transports und bei der Aufstellung im Gelände stützen. An der Verbundfläche 2, die die Außenseite der Fertigteilschalen 1 darstellt, werden Bewehrungen 11 und Leitungen für ein Kühlmedium verlegt, und anschließend wird die Ortbetontragschicht 8 aufgespritzt. Fig. 12 zeigt zusätzlich noch eine abschließende Isolier- bzw. Dämmschicht 13. Die Fertigteilschalen 1, 6 sind an ausgewählten, vorberechneten Positionen mit Steck- bzw. Gewindehülsen 14 versehen, an denen die Stützen 7, die Abstandhalter 9 oder Verbundhilfen, wie die Anker 5, fixiert sein können. Fig. 11 shows a composed of three precast shells 1, lost formwork a portion of a bobsleigh or toboggan run 10, wherein struts and supports 7, the relatively delicate prefabricated prefabricated shells 1 whose thickness is for example between three and five centimeters, and their curved visible surfaces after icing the Lane 12 forms, support during transport and installation in the field. At the composite surface 2, which is the outside of the precast shells 1, reinforcements 11 and conduits for a cooling medium are laid, and then the in-situ concrete support layer 8 is sprayed. Fig. 12 additionally shows a final insulating or insulating layer 13. The prefabricated shells 1, 6 are provided at selected, pre-calculated positions with plug or threaded sleeves 14, on which the supports 7, the spacers 9 or composite aids, such as the anchor 5, fixed could be.

Claims (15)

Bauwerk mit mindestens einem gekrümmten Konstruktionselement aus Beton, gekennzeichnet durch eine eine gekrümmte Sichtfläche aufweisende, verlorene Schalung aus aus hochfestem Beton hergestellten Fertigteilschalen (1), die mit einer Ortbetontragschicht (8) im Verbund sind.Structure with at least one curved construction element made of concrete, characterized by a curved face having lost formwork made of high-strength concrete prefabricated shells (1), which are in place with a Ortbetontragschicht (8). Bauwerk nach Anspruch 1, dadurch gekennzeichnet, dass die Sichtfläche doppelt gekrümmt ist.Building according to claim 1, characterized in that the visible surface is double curved. Bauwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Sichtfläche konvex ist.Building according to claim 1 or 2, characterized in that the visible surface is convex. Bauwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Sichtfläche konkav ist.Building according to claim 1 or 2, characterized in that the visible surface is concave. Bauwerk nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Bewehrung (11) der Ortbetontragschicht (8) Bewehrungsstäbe oder Bewehrungsmatten aufweist.Structure according to one of claims 1 to 4, characterized in that the reinforcement (11) of the in-situ concrete support layer (8) comprises reinforcing bars or reinforcing mats. Bauwerk nach Anspruch 5, dadurch gekennzeichnet, dass die Bewehrung (11) vorgespannt ist.Structure according to claim 5, characterized in that the reinforcement (11) is prestressed. Bauwerk nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Bewehrung (11) der Ortbetontragschicht (8) von einem Medium durchströmbare Rohre aufweist.Building according to one of claims 1 to 4, characterized in that the reinforcement (11) of the in-situ concrete support layer (8) of a medium durchströmbare tubes. Bauwerk nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass die Ortbetontragschicht (8) gegossen ist.Building according to one of claims 1 to 7, characterized in that the cast-in-place concrete layer (8) is cast. Bauwerk nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass an geneigten oder vertikalen Konstruktionselementen die Ortbetontragschicht (8) durch eine zweite Schalung aus Fertigteilschalen (6) begrenzt ist.Building according to one of claims 1 to 8, characterized in that on inclined or vertical construction elements Ortbetontragschicht (8) by a second formwork of precast shells (6) is limited. Bauwerk nach Anspruch 9, dadurch gekennzeichnet, dass die Fertigteilschalen (1, 6) der ersten und zweiten Schalung durch Abstandhalter (9) distanziert sind.Building according to claim 9, characterized in that the prefabricated part shells (1, 6) of the first and second formwork are spaced apart by spacers (9). Bauwerk nach einem der Ansprüche 8 bis 10, dadurch gekennzeichnet, dass es eine Halle mit einer geschwungenen oder gewellten Dachkonstruktion ist.Building according to one of claims 8 to 10, characterized in that it is a hall with a curved or wavy roof construction. Bauwerk nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, dass das Konstruktionselement eine Überdachung einer freistehenden Anlage, beispielsweise eines Bahnsteigs ist.Building according to one of claims 1 to 10, characterized in that the construction element is a roof of a freestanding system, such as a platform. Bauwerk nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass an geneigten oder vertikalen Konstruktionselementen die Ortbetontragschicht (8) aufgespritzt ist.Structure according to one of claims 1 to 7, characterized in that the cast-in-place carrier layer (8) is sprayed on inclined or vertical construction elements. Bauwerk nach Anspruch 13, dadurch gekennzeichnet, dass es eine Bob- oder Rodelbahn ist.Building according to claim 13, characterized in that it is a bobsleigh or toboggan run. Verfahren zur Erstellung eines Bauwerks nach Anspruch 1, dadurch gekennzeichnet, dass jedes gekrümmte Konstruktionselement in Felder eingeteilt wird, zu denen entsprechende Fertigteilschale (1) in gekrümmten Schalformen vorgefertigt werden, dass vor Ort Stützen (7) erstellt und darauf die vorgefertigten Fertigteilschale (1) zu einer Schalung für eine Ortbetontragschicht (8) aneinander gefügt werden, dass anschließend Bewehrungen (11) verlegt werden, und schließlich die Ortbetontragschicht (8) aufgebracht wird.Method for constructing a building according to claim 1, characterized in that each curved construction element is divided into fields to which corresponding prefabricated shell (1) are prefabricated in curved formwork forms that created locally supports (7) and thereon the prefabricated prefabricated shell (1) to form a formwork for an in-situ concrete layer (8) are joined together, that then reinforcements (11) are laid, and finally the in-situ concrete layer (8) is applied.
EP11008402.7A 2010-10-20 2011-10-19 Bobsled or Luge track with at least one bent construction element made from concrete and method for producing such a bobsled or Luge track Active EP2444560B1 (en)

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AT17402010A AT510664B1 (en) 2010-10-20 2010-10-20 CONSTRUCTION WORK WITH AT LEAST ONE CONCRETE CONSTRUCTION STRUCTURE CONCRETE AND A METHOD FOR CREATING SUCH A CONSTRUCTION WORK

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT514035A1 (en) * 2013-03-13 2014-09-15 Waagner Biro Stahlbau Ag Process for the production of a sheet-like element with a surface deviating from a flat surface, molding for the production of such a sheet-like element and sheet-like element
WO2016032312A1 (en) * 2014-08-29 2016-03-03 Zavala Casarreal José Gabriel Method for constructing wave-shaped reinforced concrete roofs
IT201700058728A1 (en) * 2017-05-30 2018-11-30 Ind Frigo S R L Bobsleigh track structure
CN109372256A (en) * 2018-12-26 2019-02-22 中国建筑局（集团）有限公司 Cast-in-place gentle slope space curved roof template system and construction method thereof
WO2020135895A1 (en) * 2018-12-28 2020-07-02 北京奔流野外运动服装有限公司 Moguled piste

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT522655B1 (en) * 2019-06-06 2022-12-15 Tochev Ivan Form element, arrangement of the form element and method for forming at least part of a formwork for a concrete part with the form element
DE102021104427B3 (en) * 2021-02-24 2022-07-28 Ing. Hans Lang GmbH Track segment for a sports track and sports track
CN113882574B (en) * 2021-10-25 2022-05-24 中国建筑第二工程局有限公司 Construction method of hyperbolic box type large-curvature roof latticed shell structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0238168A1 (en) 1986-01-21 1987-09-23 Societe Civile Des Brevets De Henri Vidal Method and apparatus for moulding curved concrete sections
DE19823610A1 (en) 1998-05-27 1999-12-09 Kosche Florian Peter Method for producing three dimensional shell sections

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT270963B (en) * 1964-08-17 1969-05-12 Undrau Anstalt Prefabricated reinforced concrete panel element
JP3022739B2 (en) * 1994-12-02 2000-03-21 武田薬品工業株式会社 Shotcrete concrete for structures
DE19642780A1 (en) * 1996-10-17 1998-04-23 Loesch Gmbh Betonwerke Wall component
DE19815100A1 (en) * 1998-04-03 1999-10-07 Peter Adler Process for the manufacture of a ceiling structure and modular vault system for carrying out the process
DE10149922A1 (en) * 2001-10-10 2003-04-17 Peter Adler Modular arch system for constructing an arched ceiling comprises prefabricated arch modules and bridging arch modules for attaching between arch modules without using support columns
FR2903437B1 (en) * 2006-07-07 2010-05-21 Soc Civ D Brevets Matiere PREFABRICATED ELEMENT FOR THE PRODUCTION OF A WALL CONCRETE WALL AND WALL THUS ACHIEVED

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0238168A1 (en) 1986-01-21 1987-09-23 Societe Civile Des Brevets De Henri Vidal Method and apparatus for moulding curved concrete sections
DE19823610A1 (en) 1998-05-27 1999-12-09 Kosche Florian Peter Method for producing three dimensional shell sections

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT514035A1 (en) * 2013-03-13 2014-09-15 Waagner Biro Stahlbau Ag Process for the production of a sheet-like element with a surface deviating from a flat surface, molding for the production of such a sheet-like element and sheet-like element
AT514035B1 (en) * 2013-03-13 2016-03-15 Waagner Biro Stahlbau Ag Process for the production of a sheet-like element with a surface deviating from a flat surface, a molding for the production and a sheet-like element
WO2016032312A1 (en) * 2014-08-29 2016-03-03 Zavala Casarreal José Gabriel Method for constructing wave-shaped reinforced concrete roofs
IT201700058728A1 (en) * 2017-05-30 2018-11-30 Ind Frigo S R L Bobsleigh track structure
CN109372256A (en) * 2018-12-26 2019-02-22 中国建筑局（集团）有限公司 Cast-in-place gentle slope space curved roof template system and construction method thereof
CN109372256B (en) * 2018-12-26 2024-02-06 中国建筑一局(集团)有限公司 Cast-in-situ gentle slope space curved roof template system and construction method thereof
WO2020135895A1 (en) * 2018-12-28 2020-07-02 北京奔流野外运动服装有限公司 Moguled piste

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EP2444560A3 (en) 2014-10-01

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