EP1727656B1 - Installation et procede pour produire des elements prefabriques en beton - Google Patents

Installation et procede pour produire des elements prefabriques en beton Download PDF

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Publication number
EP1727656B1
EP1727656B1 EP05716007A EP05716007A EP1727656B1 EP 1727656 B1 EP1727656 B1 EP 1727656B1 EP 05716007 A EP05716007 A EP 05716007A EP 05716007 A EP05716007 A EP 05716007A EP 1727656 B1 EP1727656 B1 EP 1727656B1
Authority
EP
European Patent Office
Prior art keywords
concrete
formwork
liquid
delivery
installation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP05716007A
Other languages
German (de)
English (en)
Other versions
EP1727656A1 (fr
Inventor
Max Schuran
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Putzmeister Engineering GmbH
Original Assignee
Putzmeister Concrete Pumps GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Putzmeister Concrete Pumps GmbH filed Critical Putzmeister Concrete Pumps GmbH
Publication of EP1727656A1 publication Critical patent/EP1727656A1/fr
Application granted granted Critical
Publication of EP1727656B1 publication Critical patent/EP1727656B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28C9/00—General arrangement or layout of plant
    • B28C9/04—General arrangement or layout of plant the plant being mobile, e.g. mounted on a carriage or a set of carriages
    • B28C9/0472—General arrangement or layout of plant the plant being mobile, e.g. mounted on a carriage or a set of carriages provided with two or more carriages for storing the ingredients or for the mixing device, e.g. transportable on rails
    • 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
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04—Devices for both conveying and distributing
    • E04G21/0418—Devices for both conveying and distributing with distribution hose
    • E04G21/0436—Devices for both conveying and distributing with distribution hose on a mobile support, e.g. truck
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04—Devices for both conveying and distributing
    • E04G21/0418—Devices for both conveying and distributing with distribution hose
    • E04G21/0445—Devices for both conveying and distributing with distribution hose with booms

Definitions

  • the invention relates to a plant for the production of precast concrete with arranged in a demarcated production zone, upwardly open formwork, with a spaced from the formwork stationary concrete mixing plant and with a conveyor for the transport of liquid concrete from the concrete mixing plant in the formwork, a Having on a predetermined roadway between the concrete mixing plant and the production zone and along the production zone movable conveyor unit. Furthermore, the invention relates to a process for the production of precast concrete parts, in which liquid concrete is conveyed from a stationary storage or mixing container to formwork and introduced into the formwork, and the liquid concrete via a top of the concrete formwork below the surface of the instant liquid concrete mirror dipping Downpipe is introduced. Such a method is known from JP-A-09 310 496 ,
  • the present invention seeks to develop a system and a method for producing precast concrete parts, whereby a segregation of the liquid concrete can be avoided.
  • a special feature of the invention is that the conveyor carries a moving concrete buffer mixer, a concrete hopper can be charged via the concrete buffer mixer concrete container, a connected to the concrete container concrete pump and via a relative to the mobile conveyor unit rotatable around a vertical concrete distribution boom conveyor line, wherein the delivery line to their end in a down at the top of the mast down, in the formwork from above immersed downcomer opens and the concrete boom and the concrete pump via control elements of a remote control are semi-automatically actuated.
  • a computer-aided control device for the conveying operation of the mobile conveyor unit, which includes an output data of a flow counter responsive control routine for controlling joint drives of the concrete boom in dependence on the derived from the measured flow rate of the formwork, which is programmed so that the downpipe at least over a part of the formwork height performs a stroke movement in a defined distance above or below the liquid concrete level in the formwork.
  • the downpipe can either be stiff or flexible end hose.
  • the traveling concrete pump is expediently working on the peristaltic principle rotor pump. This allows a very accurate volume determination by simply counting the rotor revolutions or parts of a revolution. This volume is then used together with the dimensions of the shape for height determination in the automatic high control of the downpipe.
  • Determining the volume during the pumping process also enables a level determination in the concrete buffer mixer, so that the liquid concrete can always be topped up in time. This can ensure that the concrete pump does not stand still during the entire concreting process.
  • the conveyor has a bucket conveyor or a bucket crane running along the route so that concrete bucket for refilling liquid concrete can be moved in the concrete buffer mixer arranged on the conveyor unit in accordance with the delivered delivery rate. The concrete from the buckets is homogenized in the concrete buffer mixer.
  • a further advantageous embodiment of the invention provides that the control device has a position sensor for automatically positioning the mobile conveyor unit with respect to the formwork to be loaded.
  • the control device has a position sensor for automatically positioning the mobile conveyor unit with respect to the formwork to be loaded.
  • a special feature of the method according to the invention for the production of precast concrete parts, in which liquid concrete is conveyed from a stationary storage or mixing container to a formwork and introduced into the formwork, is that the liquid concrete from above into the concrete formwork below the surface of the instantaneous liquid concrete mirror immersed downpipe is introduced, and that the downpipe is raised in the rise of the liquid concrete level in the formwork.
  • the downpipe engages equally far below the liquid concrete level.
  • the delivery rate of the liquid concrete introduced into the formwork is measured and the downpipe is automatically raised in accordance with the amount of liquid related to the cross-sectional area of the formwork.
  • a concrete pylon designed as a kink mast is expediently used, the downpipe being exposed to liquid concrete via a concrete pump and a delivery line guided along the mast arms of the kink mast.
  • the plant shown in fragmentary detail in the drawing is intended for the production of precast concrete parts.
  • the actual concreting process takes place in a delimited production zone 10 in which upwardly open formworks 12 are arranged, the inner contour of which corresponds to the contour of the prefabricated concrete part to be produced.
  • a non-illustrated reinforcing mesh is used in the formwork.
  • concreting liquid concrete is introduced from above through the openings 14 in the formwork 12 so that the reinforcing mesh is embedded in the concrete of the finished part.
  • the liquid concrete is produced in a stationary concrete mixing plant, not shown in the drawing and spent with a conveyor 16 in the formwork.
  • the conveyor 16 comprises a transportable on rails 18 conveyor unit 20, a moving concrete buffer mixer 22, a loadable via the concrete buffer mixer 22 with liquid concrete concrete feed tank 24, a connected to the concrete feed tank concrete pump 26 and one of the concrete pump in the formwork 12 leading Delivery line 28 includes.
  • the delivery line is guided over a concrete distributor boom 30, which is rotatable about a vertical axis 46 relative to the delivery unit 20 and which in the exemplary embodiment shown is designed as a folding mast with three mast arms 31 ', 31 ", 31"'.
  • the delivery line 28 opens into a down to the mast top 31 downpipe 32, which dips into the formwork 12 during the concreting process from above.
  • the drop tube 32 may be formed either as a rigid tube or as a flexible end hose.
  • a computer-aided control device 35 is provided, which is a remote control device 36 with at least one control lever and a responsive to actuation signals of the control lever 38 software routine for moving the drop tube 32 has over the articulated drives of the concrete distributor boom 30.
  • the movement of the concrete distributor mast 30 with downpipe 32 is semi-automatic, the downpipe 32 in a first main direction of the control lever 38 with respect to the mast rotation axis 40 radial movement in a second main direction rotating about the mast rotation axis 40 movement and in a third main direction a lifting or Lowering example, performs within the formwork.
  • the control device 35 comprises a position transmitter for the automatic positioning of the mobile conveyor unit 20 along the rail track 18 with respect to the formwork 12 to be loaded.
  • Such a pump includes a special tube arranged in a rotor housing, which is compressed by the rotation of a rotor. The concrete is pushed in the hose in the direction of delivery line 28.
  • the rotor pump is quiet and smooth.
  • the flow rate can be controlled in a wide range continuously over the number of revolutions and measured at the same time.
  • the downcomer 32 is retracted deep into the formwork 12 for concreting so that the undesirable addition of air into the liquid concrete is minimized.
  • the downpipe is constantly in liquid concrete and is raised fully automatically with the filling process. This is especially important when using self-compacting concrete.
  • Self-compacting concrete simplifies concreting considerably, since it distributes and vents itself automatically in the formwork 12. This ensures high concrete quality with high concreting performance. Personnel-intensive rework, such as Cleaning, cutting, filling of prefabricated elements are largely avoided when using self-compacting concrete.
  • a bucket 42 is additionally provided on the concrete bucket 44 parallel to the rail section 18 of the stationary concrete mixing plant can be moved to the current position of the conveyor unit 20.
  • the moving concrete buffer mixer 22 can be refilled during pumping with fresh concrete, so that a continuous concreting process is possible, the introduced batches are homogenized and a high production rate can be achieved.
  • Refilling the concrete buffer mixer is done automatically.
  • the concrete boom 30 is controlled computerized, so that the pump driver can concentrate fully on the environment and the filling of the formwork.
  • the drop tube 32 is raised automatically during the filling process with the liquid concrete level in the formwork.
  • the delivery line 28 is closed via a pinch valve in the region of the drop tube 32, so that the mast 30 can be moved to the next formwork 12. In all positions and regardless of the flow rate any vibrations of the distributor boom are damped by a suitable sensor and control software.
  • the conveyor unit 20 is electrically driven and rail-guided, so that the respective location of the machine relative to the formwork 12 can be positioned.
  • Changing the type of concrete between two formworks is no problem.
  • the pump driver introduces a sponge ball soaked in water into the concrete feed tank 24.
  • the pump sucks the sponge ball and conveys it to the downpipe 32.
  • the sponge ball With the sponge ball, the remaining concrete is pushed out of the pipeline. At the same time, the system is cleaned.
  • the movable conveyor unit 20 is equipped with optical and / or acoustic monitoring devices. Redundant laser scanners, which are attached to the front and rear of the liquid end, are used for non-contact monitoring of a freely programmable Safety area. If an obstacle is in the way, the mobile feed unit is stopped. Only when the obstacle has been eliminated, the laser scanner releases the driving operation of the conveyor unit again.
  • the invention relates to a system and a method for producing precast concrete parts, wherein liquid concrete is conveyed from a stationary storage or mixing container to formwork 12 and introduced into the formwork.
  • the system comprises a transport unit 20 which can be moved on a predetermined roadway 18 and which carries a moving concrete mixer 22, a concrete pump 26 and a delivery line 28 opening into the formwork 12.
  • the delivery line is guided over a concrete distributor boom 30 and opens into a downpipe 32, which is arranged on the mast top and in the formwork 12 can be inserted.
  • the downpipe of liquid concrete can be introduced below the surface of the instantaneous liquid concrete level in the formwork.
  • the downpipe 32 can be lifted on the rise of the liquid concrete mirror in the formwork 12sbsttätig.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)

Claims (15)

  1. Installation pour produire des éléments préfabriqués en béton, avec des coffrages (12) ouverts vers le haut, disposés dans une zone de fabrication (10), avec une installation stationnaire de préparation de béton disposée à distance des coffrages, et avec un transporteur (16) pour transporter le béton liquide de l'installation de préparation de béton aux coffrages (12), lequel présente une unité de transport (20) mobile sur une voie de circulation prédéfinie (18) entre l'installation de préparation de béton et la zone de fabrication (10) ainsi que le long de la zone de fabrication, caractérisée en ce que le transporteur (16) porte une bétonnière d'attente accompagnatrice (22), un récipient d'alimentation en béton (24) pouvant être chargé en béton liquide au moyen de la bétonnière d'attente, une pompe à béton (26) raccordée au récipient d'alimentation en béton (24), et une conduite de transport (28) dirigée au moyen d'un mât distributeur de béton (30) rotatif autour d'un axe vertical (40) par rapport à l'unité de transport mobile (20), sachant que la conduite de transport débouche à son extrémité dans un tuyau de descente (32) pendant vers le bas au sommet (31) du mât et s'enfonçant par le dessus dans le coffrage, et que le mât distributeur de béton (30) et la pompe à béton (26) peuvent être actionnés de manière semi-automatique au moyen d'organes de commande (38) d'une commande à distance (36), et sachant qu'il est prévu un dispositif de commande (35) assisté par ordinateur pour le service de transport de l'unité de transport mobile (20), dispositif qui contient une routine de commande réagissant à des données de sortie d'un compteur de quantité transportée et destinée à commander des entraînements d'articulations du mât distributeur de béton (30) en fonction du degré de remplissage du coffrage qui est obtenu d'après la quantité transportée mesurée, routine qui est programmée de telle sorte que le tuyau de descente (32) accomplit, au moins sur une partie de la hauteur du coffrage, un mouvement de levage à une distance définie au-dessus ou en dessous du niveau du béton liquide dans le coffrage.
  2. Installation selon la revendication 1, caractérisée en ce que le mât distributeur de béton (30) est réalisé sous forme de mât articulé.
  3. Installation selon la revendication 1 ou 2, caractérisée en ce que la pompe à béton (26) est une pompe à rotor fonctionnant selon le principe de la pompe péristaltique.
  4. Installation selon l'une des revendications 1 à 3, caractérisée en ce que le béton transporté dans l'unité de transport (20) est réalisé sous forme de béton autocompactant.
  5. Installation selon l'une des revendications 1 à 4, caractérisée en ce que le dispositif de commande (35) présente un transmetteur de position pour le positionnement automatique de l'unité de transport mobile (20) par rapport au coffrage à alimenter (12).
  6. Installation selon l'une des revendications 1 à 5, caractérisée en ce que le dispositif de commande (35) présente un appareil de commande à distance (36) doté d'au moins un levier de commande (38), ainsi qu'une routine logicielle réagissant à des signaux d'actionnement du levier de commande et destinée à déplacer le tuyau de descente (32) au moyen d'entraînements d'articulations du mât distributeur de béton (30), sachant que le tuyau de descente (32) accomplit dans une première direction principale du levier de commande (38) un mouvement radial par rapport à l'axe de rotation (40) du mât, dans une deuxième direction principale un mouvement rotatif autour de l'axe de rotation (40) du mât, et dans une troisième direction principale un mouvement de levage ou d'abaissement.
  7. Installation selon l'une des revendications 1 à 6, caractérisée en ce que le transporteur (16) présente en outre une voie à bennes (42) s'étendant le long de la voie de circulation (18), et en ce que des bennes à béton (44) peuvent être déplacées sur la voie à bennes afin de réapprovisionner en béton liquide la bétonnière (22) disposée sur l'unité de transport (20) en fonction de la quantité transportée distribuée.
  8. Installation selon la revendication 7, caractérisée en ce que la voie à bennes (42) est réalisée sous forme de voie suspendue, et les bennes à béton (44) sous forme de bennes suspendues.
  9. Installation selon l'une des revendications 1 à 8, caractérisée en ce que la voie de circulation (18) est réalisée sous forme de voie à rails, et l'unité de transport (20) sous forme de véhicule sur rails.
  10. Installation selon l'une des revendications 1 à 9, caractérisée en ce que le tuyau de descente (32) est réalisé sous forme de tuyau souple terminal.
  11. Procédé pour produire des éléments préfabriqués en béton, selon lequel du béton liquide est transporté d'un récipient stationnaire de stockage ou de mélange à un coffrage (12) et est chargé dans le coffrage, et le béton liquide est chargé au moyen d'un tuyau de descente (32) s'enfonçant par le dessus dans le coffrage à béton (12) en dessous de la surface du niveau momentané de béton liquide, caractérisé en ce qu'on mesure la quantité transportée de béton liquide chargé dans le coffrage (12), et le tuyau de descente (32) est automatiquement relevé en fonction de la quantité de liquide rapportée à l'aire de section du coffrage.
  12. Procédé selon la revendication 11, caractérisé en ce que le tuyau de descente (32) est relevé lorsque le niveau du béton liquide dans le coffrage augmente.
  13. Procédé selon la revendication 11 ou 12, caractérisé en ce que, pendant la montée du niveau du béton liquide, le tuyau de descente (32), sur la majeure partie de la hauteur du coffrage, s'enfonce à une distance constante en dessous du niveau du béton liquide.
  14. Procédé selon l'une des revendications 11 à 13, caractérisé en ce que le tuyau de descente (32) est, lors du processus de remplissage, relevé au moyen d'un mât distributeur de béton (30) réalisé sous forme de mât articulé.
  15. Procédé selon l'une des revendications 11 à 14, caractérisé en ce que le tuyau de descente (32) est alimenté en béton liquide au moyen d'une pompe à béton (26) et d'une conduite de transport (28) dirigée le long des bras d'un mât articulé.
EP05716007A 2004-03-26 2005-03-12 Installation et procede pour produire des elements prefabriques en beton Not-in-force EP1727656B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004015422A DE102004015422A1 (de) 2004-03-26 2004-03-26 Anlage und Verfahren zur Herstellung von Betonfertigteilen
PCT/EP2005/002657 WO2005092584A1 (fr) 2004-03-26 2005-03-12 Installation et procede pour produire des elements prefabriques en beton

Publications (2)

Publication Number Publication Date
EP1727656A1 EP1727656A1 (fr) 2006-12-06
EP1727656B1 true EP1727656B1 (fr) 2010-06-02

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP05716007A Not-in-force EP1727656B1 (fr) 2004-03-26 2005-03-12 Installation et procede pour produire des elements prefabriques en beton

Country Status (6)

Country Link
EP (1) EP1727656B1 (fr)
AT (1) ATE469745T1 (fr)
BR (1) BRPI0509224A (fr)
DE (2) DE102004015422A1 (fr)
MX (1) MXPA06011050A (fr)
WO (1) WO2005092584A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0606981D0 (en) * 2006-04-07 2006-05-17 Hymix Ltd Mixer truck
DE102008017123A1 (de) * 2008-04-02 2009-11-26 Putzmeister Concrete Pumps Gmbh Mischerpumpe für Flüssigbeton sowie Verfahren zu deren Betrieb
CN102814859B (zh) * 2012-05-29 2014-11-05 娄底市高盛板业有限公司 一种用于蜂巢芯板的自动仿形布料生产系统
CN103406989A (zh) * 2013-08-29 2013-11-27 扬州市福漫地畜牧设备有限公司 畜牧养殖场用水泥漏缝板生产系统
SE543740C2 (en) * 2020-06-30 2021-07-06 Gds Geo Drilling Solutions Ab A hose reel unit and a method of a hose reel unit
CN115847608B (zh) * 2022-12-20 2023-08-18 武汉中阳明建材有限公司 一种耐热混凝土的生产工艺

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Publication number Priority date Publication date Assignee Title
FR2178292A5 (fr) * 1972-03-27 1973-11-09 Coignet Edmond Const
FI54182C (fi) * 1976-05-27 1978-10-10 Paraisten Kalkki Oy Anordning foer pumpgjutning av betong
JPS62152963A (ja) * 1985-12-26 1987-07-07 富士重工業株式会社 鉄道用コンクリ−トミキサ−車
FR2640185B1 (fr) * 1988-12-08 1992-02-14 Thenaud Fils Ets Installation de manutention de beton dans une usine de prefabrication de pieces moulees
JPH09328900A (ja) * 1991-08-02 1997-12-22 Fusao Yano 倣い運転装置を具備するコンクリ−トポンプ車における運転速度表示機構
DE4204330B4 (de) * 1992-02-14 2006-05-04 Putzmeister Ag Fahrmischerpumpe
JP3213427B2 (ja) * 1993-02-23 2001-10-02 松下電工株式会社 パネルの製造方法
JPH07207941A (ja) * 1994-01-25 1995-08-08 Mitsui Constr Co Ltd コンクリートディストリビューター
JP3078228B2 (ja) * 1996-05-22 2000-08-21 戸田建設株式会社 コンクリートの打設装置
DE19644412A1 (de) * 1996-10-25 1998-04-30 Putzmeister Ag Betonverteilermast für Betonpumpen
FR2763064B1 (fr) * 1997-05-12 1999-07-30 Lafarge Sa Beton auto-nivelant et procede de fabrication d'une piece de construction
WO2000032372A1 (fr) * 1998-11-30 2000-06-08 Edwin Desteiguer Snead Procede et appareil d'un systeme de pompe et de melange de beton sur rail

Also Published As

Publication number Publication date
BRPI0509224A (pt) 2007-09-04
MXPA06011050A (es) 2007-03-21
EP1727656A1 (fr) 2006-12-06
WO2005092584A1 (fr) 2005-10-06
DE102004015422A1 (de) 2005-10-13
DE502005009678D1 (de) 2010-07-15
ATE469745T1 (de) 2010-06-15

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