EP2939809B1 - Tragbare vorrichtung zur herstellung vorgefertigter betonelemente für betontürme - Google Patents

Tragbare vorrichtung zur herstellung vorgefertigter betonelemente für betontürme Download PDF

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EP2939809B1
EP2939809B1 EP15165971.1A EP15165971A EP2939809B1 EP 2939809 B1 EP2939809 B1 EP 2939809B1 EP 15165971 A EP15165971 A EP 15165971A EP 2939809 B1 EP2939809 B1 EP 2939809B1
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Prior art keywords
concrete
area
prefabricated
elements
manufacture
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English (en)
French (fr)
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EP2939809A1 (de
Inventor
Teresa Arlabán Gabeiras
José Miguel García Sayés
Iván García Maestre
Jose Luis Aristegui Lantero
Miguel NÚÑEZ POLO
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Nordex Energy Spain SA
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Nordex Energy Spain SA
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
    • B28B15/002—Mobile plants, e.g. on vehicles or on boats
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2230/00—Manufacture
    • F05B2230/20—Manufacture essentially without removing material
    • F05B2230/21—Manufacture essentially without removing material by casting

Definitions

  • the present invention relates to a portable facility for the manufacture of prefabricated concrete elements for concrete towers, which enables a reduction in the time and material employed in the start-up of said facility which enables the execution of the manufacture of the prefabricated concrete elements for concrete towers.
  • the object of the invention is a portable facility for prefabricated concrete elements for concrete towers, which enables, at each area of the same, the optimisation of the use of the concrete necessary to withstand the stresses associated with the weight of the elements leaning on said areas, reducing the total surface area of the facility covered by the concrete and the time and resources necessary both for its start-up and its dismantling.
  • the towers In order to withstand the associated loads, it is expedient to employ a tower whose base diameter exceeds the maximum dimensions for transport by road; the towers are therefore usually manufactured from concrete voussoirs of transportable dimensions.
  • Each voussoir is the result of dividing a tubular segment into several longitudinal segments. Placing several voussoirs adjacent to each other, a tubular segment or section of the tower is formed, where the tower consists of several tower segments thus assembled.
  • the voussoirs basically feature a metal structure or framework which confers to the voussoir the properties suited for traction, and another part being concrete, which provides the required structural properties against compression.
  • the metal framework in a first stage the metal framework is configured in accordance with the geometric specifications, and said framework is disposed within a mould featuring a base and a countermould for its closure, for the subsequent pouring of the concrete which will be cured, usually by steam, within said mould.
  • the forming of the framework is performed on a number of structures which act as patterns for the configuration of the framework of the prefabricated concrete elements, where the structure of a voussoir weighs approximately 10 times less than the total of the voussoir; therefore, the structure on which it is assembled likewise weighs approximately 10 times less than the mould where the formed structure is subsequently disposed.
  • Prefabricated modules are usually formed by using steam-curing moulds at a facility specifically prepared to this end, and are then transported by vehicle to site, the location where the tower is assembled and the vertical and horizontal joints between modules are executed.
  • the vertical and horizontal joints of a modular tower are critical from the structural point of view, and furthermore determine the time employed in the erection of a tower. For this reason, the number of joints tends to be minimised, making the modules as large as possible, in such a way that road transport once again determines the size of said modules, which are constructed up to 20 m in length and 4 m in width. However, the resulting weight of each module may attain 50 tons, which increases considerably the cost of transporting the prefabricated elements from the location of their manufacture to the site where the tower is erected.
  • the Spanish patent ES2371960B1 reveals a portable facility where a concrete slab is disposed on the terrain, and on which the different equipment and materials used rest; this slab is formed directly on the compacted terrain, without anchorage or foundations. However, this slab is formed directly on the terrain and features the same characteristics at all areas of the facility.
  • the present invention reveals a portable facility for the manufacture of prefabricated concrete elements for concrete towers which resolves all the aforementioned drawbacks.
  • Document JP2000210923A discloses a portable facility for the manufacture of prefabricated concrete elements comprising an apparatus for manufacturing a concrete unit which in turn comprises a form disposed in a form arraying place for arraying a plurality of the forms.
  • the present invention relates to a portable facility for the manufacture of prefabricated concrete elements for concrete towers according to claim 1, which comprises a floor where at least one concreting area and at least one area for the configuration of the internal framework for the prefabricated concrete elements are disposed, and where the concreting area comprises at least one mould for the forming of the prefabricated concrete elements.
  • the floor further comprises a modular concrete slab disposed on the compacted terrain prior to the installation of the portable facility.
  • This modular concrete slab in turn comprises, at the concreting area, at least one concrete module configured to withstand the stresses associated with at least the weight of the mould for the forming of the prefabricated concrete elements and of the respective prefabricated element.
  • each concrete module features a sufficient surface area and thickness so that the terrain on which it rests will not give way due to the effect of the weight of the elements resting on the same.
  • the facility thus constituted enables the optimisation of the use of concrete at each area, reducing the total surface area of the facility covered by said material, and the time and resources necessary for both its start-up and its dismantling, as the modular concrete slab is disposed only where required by the weight of the components.
  • the portable facility may comprise separation areas between the concrete modules of the concreting area comprised of a covering material covering the floor and isolating the internal atmosphere of the facility from pollutants which might be contained in the terrain, e.g. dust, in such a way that there may be concrete-free spaces between the concrete modules.
  • pollutants which might be contained in the terrain, e.g. dust, in such a way that there may be concrete-free spaces between the concrete modules.
  • the area for the forming of the internal framework of the prefabricated concrete element comprises at least one metal structure acting as a pattern for the forming of the framework of the prefabricated concrete elements.
  • the modular concrete slab comprises, at the area for the forming of the framework, at least one concrete module configured to withstand the stresses associated with at least the weight of the metal structure and of the framework of the prefabricated concrete elements.
  • an area for the traffic of persons and material-transporting vehicles may be disposed in an area annexed to the concreting area.
  • This area for the traffic of persons and material-transporting vehicles comprises either a layer of paving or metal sheets of transportable dimensions, in accordance with the load capability required at said area, or alternatively a layer of low load-bearing capability covering material, to prevent the pollution of the atmosphere of the facility in order not to affect the quality of the prefabricated concrete elements.
  • the metal sheets can be re-used at other facilities after the dismantling of the same.
  • the portable facility for the manufacture of voussoirs for concrete towers thus constituted enables, at each area of the same, the optimisation of the use of the concrete necessary to withstand the stresses associated with the weight of the elements resting on said areas, reducing the total surface area of the facility covered by the concrete and the time and resources necessary for both its start-up and its dismantling.
  • the portable facility for the manufacture of prefabricated concrete elements for concrete towers comprises a floor on which the following are disposed: at least one concreting area (1), a configuration area (2) for the internal framework (12) of the prefabricated concrete elements, and a pedestrian and material-transporting vehicle traffic area (4) disposed in an area annexed to the concreting area (1), preferably between the concreting area (1) and the configuration area (2) for the internal framework (12), where the concreting area (1) comprises at least one mould (5) for the forming of the prefabricated concrete elements.
  • the portable facility further comprises a modular concrete slab disposed on the floor, which in turn comprises, at the concreting area (1), several concrete modules (10) configured to withstand the stresses associated at least with the weight of the mould (5) for the forming of the prefabricated concrete elements and of the respective prefabricated concrete element.
  • Each mould (5) for the forming of the prefabricated concrete elements may rest on a single concrete module (10), where the concrete module is manufactured in situ, or may rest on several concrete modules (10).
  • the portable facility further comprises a structure (7) with a set of pillars (8) and at least one area (3) for the passage of hoists (13) and a support for the structure (7) disposed on the floor, which comprises foundations anchored to the terrain in the region of the pillars (8).
  • the configuration area (2) for the internal framework (12) of the prefabricated concrete elements comprises a number of metal structures (not portrayed) which serve as patterns for the forming of the framework of the prefabricated concrete elements.
  • the modular concrete slab comprises, at the framework configuration area (2), at least one concrete module (20) configured to withstand the stresses associated at least with the metal structure and the framework of the prefabricated concrete elements.
  • each concrete module features a sufficient surface area and thickness so that the terrain on which it rests will not give way due to the effect of the weight of the elements resting on the same.
  • the concrete modules (10) of the concreting area (1) are of a greater thickness than the concrete modules (20) of the framework configuration area (2), due to the fact that the weight of the metal structures which serve as patterns for the configuration of the framework, plus that of the framework (2) assembled upon them, is of a lesser order of magnitude than the weight of the moulds (5) and the prefabricated concrete elements; preferably, the concrete modules (10) of the concreting area (1) feature at least double the thickness than the concrete modules (20) of the framework configuration area (2); more preferably, the concrete modules (10) of the concreting area (1) feature a thickness of at least five times the thickness of the concrete modules (20) of the framework configuration area (2).
  • the floor comprises a number of supporting modules configured to withstand the stresses associated at least with the metal structure and the framework of the prefabricated concrete elements, and comprising at least one metal element.
  • the portable facility comprises a number of separations (9) between concrete modules (10) in the concreting area (1), where said separations (9) are comprised of a covering material (6) covering the floor and isolating the internal atmosphere of the facility from pollutants which might be contained in the terrain, such as dust.
  • the area (4) for the traffic of persons and material-transporting vehicles comprises either a layer of paving (40) or metal sheets (not portrayed), or a layer of low load-bearing capability covering material.
  • the concrete modules (10) of the concreting area (1) feature a greater thickness than the supporting modules of the metal structures in the framework configuration area (2) due to the fact that the weight of said structures plus that of the framework (2) assembled upon them is of a lesser order of magnitude than the weight of the moulds (5) and the prefabricated concrete elements; preferably, the concrete modules (10) of the concreting area (1) feature at least double the thickness than the supporting modules for the metal structures in the framework configuration area (2); more preferably, the concrete modules (10) of the concreting area (1) feature a thickness of at least five times the thickness of the supporting modules for the metal structures in the framework configuration area (2).
  • the portable facility further comprises, external to its structure (7), an area for the stockpiling of completed prefabricated elements and an additional area for the stockpiling of raw materials, with areas for traffic between the two.
  • the floor is comprised of a discontinuous slab of concrete, of a thickness suited to its necessary load-bearing capacity, this being greater in the stockpiling area for completed prefabricated concrete elements than in the stockpiling area for raw materials, and comprises platforms for traffic in the transit areas.
  • a portable facility with two overhead hoists (13) such as that mentioned above in the case of a facility with 6 concreting stations with their respective moulds (5) and 6 internal framework (12) configuring stations.
  • the portable facility further comprises a means for the pouring of concrete into the moulds (5), comprised of concrete mixer trucks (11) from which the concrete is poured directly into the moulds (5). It is for this reason, so that said pouring means may surpass the height of the moulds (5), that the area (4) for the traffic of persons and material-transporting vehicles is elevated with regard to the concreting area (1), either because the moulds (5) are partially sunk, as may be seen in Figure 6 , or because the area (4) for the traffic of persons and material-transporting vehicles is disposed at a higher level above the floor than the concrete modules (10) configured to withstand the stresses associated with at least the weight of the mould (5) for the forming of the prefabricated concrete elements and of the respective prefabricated element, as may be seen in Figure 5 .
  • the means for the pouring of the concrete into the moulds (5) further comprises a continuous concrete pumping means comprised of a hopper, a pump and a network of ducts to supply the moulds (5) directly, with no need to transport the concrete to each station by means of the concrete mixer trucks.
  • the span of the travelling overhead hoists (13) which rest on the continuous concrete slabs (30) of the portable facility is greater than the length of the moulds (5), preferably of a magnitude such that, the moulds being located between the continuous concrete slabs (30), the space available enables the execution of the necessary works around the mould (5).
  • Each overhead hoist (13) is used for the displacement of loads from at least two stations of the concreting area (1) and two stations of the internal framework (12) configuring area (2), understanding "station” to be the space occupied by one mould (5) and one metal structure.
  • each overhead hoist (13) is used not only to move the countermoulds and the framework of the prefabricated concrete elements, but also to move the completed prefabricated concrete elements to the stockpiling area (14) for completed prefabricated elements.
  • each overhead hoist (13) is used for the displacement of the completed prefabricated elements from at least two stations of the concreting area (1) to two stockpiling areas (14) for completed prefabricated elements, which preferably are disposed adjacent to the concreting area (1) and the internal framework (12) configuring area (2).
  • the stations of the concreting area (1) and of the internal framework (12) configuring area (2) are preferably covered by an awning (15), while the stockpiling areas (14) for completed prefabricated elements are in the open.
  • the overhead hoists (13) enable the stockpiling of completed prefabricated elements not only horizontally but also vertically, by means of the vertical displacement of the same, in order to reduce the space required for the facility.
  • chocks which may be made of concrete, are used between completed prefabricated elements.
  • the facility thus configured is modular, and achieves an optimised flow of materials.
  • the continuous arrow indicates the direction of displacement of the overhead hoist (13) for the flow of completed prefabricated elements and of the framework.
  • the dotted arrow indicates the direction of flow of the supply of concrete to the moulds (5) by the concrete pouring means.
  • said portable facility comprises one overhead hoist (13) for every two prefabricated elements.
  • a parallel facility is disposed, such as that described in this example of an embodiment portrayed in Figure 7 .
  • each module comprising at least one overhead hoist for the displacement of prefabricated elements and of frameworks between two concreting areas (1) and two internal framework (12) configuring areas (2), likewise two stockpiling areas (14) for completed prefabricated elements.
  • Manufacturing modules thus configured enable an optimised sizing of the manufacturing facility.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
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Claims (26)

  1. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme, umfassend einen Boden, auf dem Folgendes angeordnet ist:
    mindestens ein Betonierungsbereich (1) und mindestens ein Konfigurierungsbereich (2) für das Bilden des Innenrahmens (12) der Betonfertigteile, wobei der Betonierungsbereich mindestens eine Form (5) für das Bilden der Betonfertigteile umfasst, wobei der Boden eine modulare Betonplatte umfasst, die wiederum umfasst, am Betonierungsbereich (1), mindestens ein Betonmodul (10), konfiguriert zum Widerstehen von Spannungen in Zusammenhang mit mindestens dem Gewicht der Form (5) für das Bilden der Betonfertigteile und des zugehörigen Betonfertigteils, wobei der Konfigurierungsbereich (2) für den Innenrahmen (12) des Betonfertigteils mindestens eine Metallstruktur umfasst, die als ein Muster für die Konfiguration des Rahmens der Betonfertigteile dient, und wobei in dem Rahmenkonfigurierungsbereich (2):
    • die modulare Betonplatte mindestens ein Betonmodul (20) umfasst, das zum Widerstehen von Spannungen im Zusammenhang mit mindestens dem Gewicht der Metallstruktur und des Rahmens der Betonfertigteile konfiguriert ist, oder
    • der Boden eine Anzahl von Stützmodulen umfasst, die zum Widerstehen von Spannungen im Zusammenhang mit mindestens dem Gewicht der Metallstruktur und des Rahmens der Betonfertigteile konfiguriert ist, umfassend mindestens ein Metallelement; und
    wobei die Betonmodule (10) des Betonierungsbereichs (1) von einer größeren Dicke als die Betonmodule (20) des Rahmenkonfigurierungsbereichs (2) bzw. als die Stützmodule für die Metallstrukturen in dem Rahmenkonfigurierungsbereich (2) sind.
  2. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 1, dadurch gekennzeichnet, dass jede Form (5) für das Bilden der Betonfertigteile auf einem einzelnen Betonmodul (10) aufliegt.
  3. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 1, dadurch gekennzeichnet, dass jede Form (5) für das Bilden der Betonfertigteile auf verschiedenen Betonmodulen (10) aufliegt.
  4. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass auf dem Boden der tragbaren Anlage ein Bereich (4) für den Verkehr von Personen- und Materialtransportfahrzeugen in einem Bereich, der sich an den Betonierungsbereich (1) anschließt, angeordnet ist.
  5. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 4, dadurch gekennzeichnet, dass der Bereich (4) für den Verkehr von Personen- und Materialstransportfahrzeugen zwischen dem Betonierungsbereich (1) und dem Innenrahmen (12)-Konfigurierungsbereich (2) angeordnet ist.
  6. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass sie eine Struktur (7) mit einem Satz von Säulen umfasst und dadurch, dass mindestens ein Bereich für den Durchgang von Hebezeugen und eine Stütze für die Struktur (7) auf dem Boden angeordnet ist; wobei die Struktur Fundamente umfasst, die im Grund in der Region der Säulen (8) verankert sind.
  7. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Boden ein Deckmaterial (6) an Trennungen (9) zwischen den Betonmodulen (10) des Betonierungsbereichs (1) umfasst.
  8. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der Ansprüche 4 oder 5, dadurch gekennzeichnet, dass der Bereich für den Verkehr von Personen- und Materialtransportfahrzeugen entweder eine Asphaltschicht (40) oder Metallplatten oder eine Schicht aus Deckmaterial mit geringem Belastungsvermögen umfasst.
  9. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 1, dadurch gekennzeichnet, dass die Betonmodule (10) des Betonierungsbereichs (1) eine Dicke von mindestens dem Doppelten der Stützmodule für die Metallstrukturen in dem Rahmenkonfigurierungsbereich (2) besitzen.
  10. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 1, dadurch gekennzeichnet, dass die Betonmodule (10) des Betonierungsbereichs (1) eine Dicke von mindestens dem Fünffachen der Stützmodule für die Metallstrukturen in dem Rahmenkonfigurierungsbereich (2) besitzen.
  11. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 1, dadurch gekennzeichnet, dass die Betonmodule (10) des Betonierungsbereichs (1) eine Dicke von mindestens dem Doppelten der Betonmodule (20) des Rahmenkonfigurierungsbereichs (2) besitzen.
  12. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 1, dadurch gekennzeichnet, dass die Betonmodule (10) des Betonierungsbereichs (1) eine Dicke von mindestens dem Fünffachen der Betonmodule (20) des Rahmenkonfigurierungsbereichs (2) besitzen.
  13. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 6, dadurch gekennzeichnet, dass sie ferner umfasst: außerhalb ihrer Struktur (7), einen Bereich für die Lagerung der Betonfertigteile und einen zusätzlichen Bereich für die Lagerung von Rohstoffen, mit Bereichen für Verkehr zwischen den zwei, wobei der Boden in den Lagerungsbereichen aus einer unterbrochenen Betonplatte besteht.
  14. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 13, dadurch gekennzeichnet, dass die Dicke der unterbrochenen Betonplatte in dem Bereich für die Lagerung der Betonfertigteile größer als diejenige der Platte in dem Bereich für die Lagerung von Rohstoffen ist.
  15. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der Ansprüche 5 und 6, dadurch gekennzeichnet, dass der Betonierungsbereich (1) in Längsrichtung entlang der Anlage angeordnet ist und parallel dazu der Innenrahmen (12)-Konfigurierungsbereich (2) angeordnet ist, und dadurch, dass die Anlage ferner fahrende Overhead-Hebezeuge (13) umfasst, die auf kontinuierlichen Betonplatten (30), die in zwei Durchgangsbereichen für Hebezeuge und Stützen für die Struktur (7) der tragbaren Anlage (3) angeordnet sind, oder herkömmliche Overhead-Hebezeuge (13), die auf der Struktur (7) der tragbaren Anlage aufliegen und deren Spannweite eine Station des Betonierungsbereichs (1) und eine Station des Innenrahmen (2)-Konfigurierungsbereichs (12) bedeckt, wobei mit "Station" der Raum zu verstehen ist, der durch eine Form (5) und eine Metallstruktur belegt wird.
  16. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 15, dadurch gekennzeichnet, dass sie zwei Overhead-Hebezeuge, 6 Betonierungsstationen mit ihren zugehörigen Formen (5) und 6 Innenrahmen (12)-Konfigurationsstationen umfasst.
  17. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 16, dadurch gekennzeichnet, dass sie ferner ein Mittel zum Eingießen von Beton in die Formen (5) umfasst.
  18. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der Ansprüche 4 und 17, dadurch gekennzeichnet, dass das Mittel zum Eingießen von Beton in die Formen (5) aus Betonmischfahrzeugen besteht, aus denen der Beton direkt in die Formen (5) gegossen wird.
  19. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 18, dadurch gekennzeichnet, dass ein Bereich (4) für den Verkehr von Personen- und Materialtransportfahrzeugen in Bezug auf den Betonierungsbereich (1) angehoben ist, entweder weil die Formen (5) teilweise eingesunken sind oder weil der Bereich (4) für den Verkehr von Personen- und Materialtransportfahrzeugen auf einer höheren Ebene oberhalb des Bodens als die Betonmodule (10) angeordnet ist.
  20. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 17, dadurch gekennzeichnet, dass das Mittel zum Eingießen von Beton in die Formen (5) ferner ein Mittel zum kontinuierlichen Pumpen von Beton umfasst, das aus einem Trichter, einer Pumpe und einem Leitungsnetzwerk zum direkten Versorgen der Formen (5) besteht.
  21. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der Ansprüche 5 und 6, dadurch gekennzeichnet, dass der Betonierungsbereich (1) in Längsrichtung entlang der Anlage angeordnet ist und parallel dazu der Innenrahmen (12)-Konfigurierungsbereich (2) angeordnet ist, und dadurch, dass die Anlage ferner fahrende Overhead-Hebezeuge (13) umfasst, die auf durchgehenden Betonplatten (30), die in zwei Durchgangsbereichen für Hebezeuge und Stützen für die Struktur (7) der tragbaren Anlage (3) angeordnet sind, oder herkömmliche Overhead-Hebezeuge (13), die auf der Struktur (7) der tragbaren Anlage aufliegen und deren Spannweite größer als die Länge der Formen (5) ist, umfasst, und wobei jedes Overhead-Hebezeug (13) verschiebbar ist, um die Verschiebung von Lasten von den mindestens zwei Stationen des Betonierungsbereichs (1) und zwei Stationen des Innenrahmen (12)-Konfigurierungsbereichs (2) auszuführen, wobei mit "Station" der Raum zu verstehen ist, der durch eine Form (5) und eine Metallstruktur belegt wird.
  22. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 21, dadurch gekennzeichnet, dass die Overhead-Hebezeuge von den Stationen des Betonierungsbereichs (1) und den Stationen des Innenrahmen (12)-Konfigurierungsbereichs (2) zu einem Lagerungsbereich (14) für Betonfertigteile verschiebbar sind.
  23. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach Anspruch 22, dadurch gekennzeichnet, dass jedes Overhead-Hebezeug von mindestens zwei Stationen des Betonierungsbereichs (1) zu zwei Lagerungsbereichen (14) für Betonfertigteile verschiebbar ist, die benachbart des Betonierungsbereichs (1) und des Innenrahmen (12)-Konfigurierungsbereichs (2) angeordnet sind.
  24. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der Ansprüche 22 bis 23, dadurch gekennzeichnet, dass die Stationen des Betonierungsbereichs (1) und die Stationen des Innenrahmen (12)-Konfigurierungsbereichs (2) bedeckt sind, während die Lagerungsbereiche (14) für Betonfertigteile offen sind.
  25. Tragbare Anlage zur Herstellung von Betonfertigteilen für Betontürme nach einem der Ansprüche 21 bis 24, dadurch gekennzeichnet, dass die Overhead-Hebezeuge zum Ausführen nicht nur der horizontalen, sondern auch der vertikalen Lagerung von Betonfertigteilen konfiguriert sind.
  26. Werk zur Herstellung von Betonfertigteilen für Betontürme, dadurch gekennzeichnet, dass es mindestens zwei tragbare Anlagen zur Herstellung von Betonfertigteilen für Betontürme nach einem der Ansprüche 21 bis 25 umfasst.
EP15165971.1A 2014-04-30 2015-04-30 Tragbare vorrichtung zur herstellung vorgefertigter betonelemente für betontürme Active EP2939809B1 (de)

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CN110469115A (zh) * 2019-08-28 2019-11-19 盐城工学院 一种风力发电机混凝土塔架成型机
CN114986666A (zh) * 2022-06-01 2022-09-02 中交第四公路工程局有限公司 基于榫卯结构组合预制台座的箱梁制作系统

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GB476340A (en) * 1936-02-08 1937-12-07 William Porter Witherow Improvements in or relating to method and apparatus for making concrete articles
FR858786A (fr) * 1938-08-05 1940-12-03 Perfectionnements à la fabrication des objets en béton
JP3120980B2 (ja) * 1999-10-29 2000-12-25 普 山田 コンクリートユニットの製造装置
DE112004000013D2 (de) * 2003-01-20 2005-02-03 Roland Weber Mobile, kompakte und flexible Feldfabrik
ES2371960B1 (es) 2009-11-30 2012-11-19 Inneo Torres, S.L. Fábrica para la producción por moldeo de dovelas prefabricadas de hormigón para la construcción de torres de sustentación de aerogenerador.

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