[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

EP0048870B1 - Dispositif pour la fabrication de murs prefabriques pour le montage complet de maisons - Google Patents

Dispositif pour la fabrication de murs prefabriques pour le montage complet de maisons Download PDF

Info

Publication number
EP0048870B1
EP0048870B1 EP19810107177 EP81107177A EP0048870B1 EP 0048870 B1 EP0048870 B1 EP 0048870B1 EP 19810107177 EP19810107177 EP 19810107177 EP 81107177 A EP81107177 A EP 81107177A EP 0048870 B1 EP0048870 B1 EP 0048870B1
Authority
EP
European Patent Office
Prior art keywords
wall
elements
shuttering
support
assembly wall
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.)
Expired
Application number
EP19810107177
Other languages
German (de)
English (en)
Other versions
EP0048870A1 (fr
Inventor
Ernst Bragulla
Wolfgang Reymann
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.)
Sueba Freie Baugesellschaft Mit Beschrankter Haft
Original Assignee
Suba Freie Baugesellschaft & Co KG mbH
Sueba Freie Baugesellschaft & Co KG mbH
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 Suba Freie Baugesellschaft & Co KG mbH, Sueba Freie Baugesellschaft & Co KG mbH filed Critical Suba Freie Baugesellschaft & Co KG mbH
Publication of EP0048870A1 publication Critical patent/EP0048870A1/fr
Application granted granted Critical
Publication of EP0048870B1 publication Critical patent/EP0048870B1/fr
Expired legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/041—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres composed of a number of smaller elements, e.g. bricks, also combined with a slab of hardenable material
    • 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
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/22—Tools or apparatus for setting building elements with mortar, e.g. bricklaying machines

Definitions

  • the invention relates to a device for producing prefabricated wall elements for the full assembly of houses using a mounting wall, along which the individual bricks, if necessary with recesses for doors or windows, are bricked up, with a lifting platform arranged parallel to it being arranged in front of the mounting wall.
  • Such a device is known from FR-A 1365171.
  • the wall elements produced with it are not suitable for full assembly because the height of the finished wall element is unequal due to the manual walling. It is therefore not possible to place prefabricated ceiling panels directly on such wall elements, as they are used on a large scale today. Rather, the wall elements have to be boarded on the construction site in order to concretely concrete the ceiling. This type of ceiling production is time consuming and costly.
  • the present invention is therefore based on the object of specifying a device with which wall elements can be efficiently produced from bricks, on which prefabricated ceiling panels can be placed directly, in particular without formwork work.
  • mounts for formwork elements intended for pouring an L-shaped concrete ceiling support onto the brick crown are arranged on or next to the mounting wall, the formwork elements comprising a vertical formwork panel for the inside of the support and a horizontal formwork panel for the L- shaped profile of the top of the support, both formwork panels are connectable and at least one is attached to vertical supports and / or the mounting wall.
  • wall elements can be made from bricks that not only have an absolutely flat upper wall finish, but also a constant, constant height, regardless of the production-related fluctuations in height of the brick wall part.
  • the not exactly observable height of the brick wall part only means that a little more or a little less concrete has to be poured into the mold in order to reach the predetermined level of the support.
  • the device described thus allows the production of an absolutely dimensionally stable wall element, in the L-shaped support of which the ceiling panels can be inserted directly. All set-up and formwork work on the construction site is no longer necessary. Rather, the wall elements of the next floor can be set up immediately after the ceiling tiles have been laid. Likewise, the work that is otherwise necessary to attach the insulation in the ceiling area, to install the roller shutter boxes and the lintel or window lintels is eliminated, since all of this can already be taken into account in the factory production.
  • brackets consist of hooks or recesses in the side of the wall next to the wall elements, into which the formwork elements can be hung.
  • the mounting in the mounting wall can also take place above the wall element, for example by means of a tab that overlaps the support and the mounting wall.
  • brackets of the formwork elements adjustable in height so that the level of the support can be adapted to the desired wall height.
  • the mounting wall expediently functions itself as formwork for the outside of the upwardly projecting leg of the L-shaped ceiling support or as a contact surface for the insulation of the ceiling support.
  • the ceiling panels are to be installed seamlessly in the ceiling support, it is advisable to provide a fastening option for a so-called welding base in the formwork elements, which is concreted into the ceiling support. It allows the corresponding anchor of an adjacent ceiling tile to be fixed in the ceiling support by means of a weld seam.
  • a horizontal catwalk is arranged in the upper region of the mounting wall on its side facing away from the lifting platform. This measure results in a particularly efficient manufacture of the wall elements. Because while one working group walls up the next wall elements from the lifting platform, the other working group can attach the formwork to the already finished wall elements from the catwalk, pour the concrete and, after it has sufficiently solidified, remove the formwork and attach it to the next wall element.
  • the work steps of walling on the one hand, shuttering, concreting and stripping on the other hand can therefore be carried out independently of one another. This means that the lift is always used for masonry work construction stands and is not blocked by the formwork and concreting.
  • Foundations 1 and 2 embedded in the ground form a horizontal base 3 and 4 at their upper end.
  • This base serves as a base for the bricks to be walled up and has approximately their width.
  • a vertical mounting wall 5 or 6 adjoins laterally offset by brick width. Their height corresponds to the highest possible wall elements.
  • a mobile lifting platform 7 is arranged between the two mounting walls 5 and 6. It runs parallel to the assembly walls on rails, which in turn rest on the sunken foundations 1 and 2.
  • the work platform 8 of the lifting platform 7 can be moved upward by about 2 m by a lifting device (not shown in detail) so that its position can be optimally adapted to the respective height of the wall elements. It is particularly advantageous if the lifting movement is gradual and the step height corresponds to the height of the bricks. The step height can be adjusted to adapt the lifting movement to stones of different heights.
  • the wall elements are bricked up from individual bricks 9.
  • the grid of the masonry can be recorded on the assembly wall to make work easier, especially if window and door cutouts have to be observed.
  • the uppermost brick layer is laid at a height of 10 to 20 cm below the lower edge of the ceiling, so that there is enough space for concreting the ceiling support 10.
  • the protruding upper end of the mounting wall 5 or 6 is used as formwork, on the other hand, two separate formwork elements 11 and 12.
  • the formwork element 11 covers the brick wall on the side opposite the mounting wall and projects at least up to the height the desired ceiling support surface, while the formwork element 12 generates the L-shaped profile of the ceiling support as a horizontally placed end plate.
  • insulating plates 13 and 14 are laid along the assembly walls, that is, along the later outside of the support. It is possible to provide the insulating panels with a brick-like outside or to set them apart from the mounting wall by spacers so that they are concreted into the ceiling support on both sides. In both cases, a uniform plaster base is obtained over the entire height of the wall element.
  • the ceiling support can also be concreted onto door or window lintels or roller shutter boxes instead of onto the uppermost brick layer.
  • vertical supports 15 and 16 in the form of double-T profiles are used for this. They are installed in front of the assembly walls and can be connected to them. Their distance is above the maximum length of the wall elements and is, for example, 7 m. The length of the formwork elements is matched to this, so that they can be fastened to the supports, for example they can be hooked into recesses. After the poured concrete has solidified, the formwork elements can be removed and used on the next wall element.
  • catwalks 17 and 18 are installed in the upper area on the back of the assembly walls. These catwalks allow a division of labor between the walling of the wall elements on the one hand and the formwork and concreting work for the ceiling support on the other. As a result, the formwork and concreting work can be carried out regardless of the position of the lift and in particular without obstructing the masonry work.
  • Fig. 2 shows yet another advantageous aspect of the manufacturing facility.
  • the two assembly walls 5 and 6 each have a length of approximately 40 m. This means that up to six wall elements can be manufactured on each mounting wall.
  • This series connection has the advantage of particularly efficient production: a wall element is bricked up on both sides of the lift at the same time, the lift moving up after each brick position by pressing a button to a height corresponding to the brick position, so that the workers are always in the most ergonomically favorable working position.
  • the lift is lowered and moved between the next assembly walls, whereby new pallets may be loaded with bricks. Irrespective of this, from the webs 17 and 18, the cladding of the ceiling support, the insertion of the insulating plates 13 and 14 and the pouring of the concrete can take place.
  • the inevitable height differences of the bricked part of the Wall elements are automatically compensated, since the position of the formwork elements 11 and 12 and thus the level of the ceiling support is exactly specified and is independent of the height of the brick wall part.
  • the ceiling can therefore be put on immediately after the wall elements have been erected.
  • a ring anchor only needs to be concreted into the joint between the ceiling and the vertical leg of the ceiling support in a manner known per se in order to ensure the bond and the required stability.
  • a seamless installation of the ceiling panels into the ceiling support can also be considered if welding anchors are provided in the ceiling support, which are welded to the corresponding welding anchors after the ceiling panels have been placed on them.
  • the bricks used can be of a wide variety of shapes and properties.
  • the invention offers the advantage that wall elements based on brick can be set up as prefabricated complete elements on the construction site and prefabricated ceiling panels can be placed thereon without any set-up and formwork work.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Finishing Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Claims (6)

1. Dispositif pour réaliser des éléments de mur préfabriqués en vue de construire des maisons par assemblage, utilisant un mur de montage (5, 6) le long duquel les blocs de construction individuels sont empilés en réservant le cas échéant des évidements pour des portes ou des fenêtres tandis que devant le mur de montage (5, 6) est disposée une plateforme élévatrice (7) déplaçable parallèlement à ce dernier, caractérisé en ce que contre ou à côté du mur de montage (5, 7) sont aménagés des organes de retenue pour des éléments de coffrage (11, 12) destinés à permettre de couler un appui de plafond en béton (10), les éléments de coffrage consistant en un panneau de coffrage vertical (11) pour le côté intérieur de l'appui et un panneau de coffrage horizontal (12) pour le profilage en forme de L du côté supérieur de l'appui, tandis que les deux panneaux de coffrage (11, 12) sont fixables l'un à l'autre et l'un au moins d'entre eux est fixé à des supports verticaux (15, 16) et/ou au mur de montage (5, 6).
2. Dispositif selon la revendication 1, caractérisé en ce que les organes de retenue consistent en des crochets ou des évidements dans lesquels les éléments de coffrage (11, 12) peuvent être suspendus et qui sont aménagés dans le mur de montage (5, 6) latéralement à côté des éléments de mur.
3. Dispositif selon l'une des revendications 1 ou 2, caractérisé en ce que les organes de retenue des éléments de coffrage (11, 12) sont réglables en hauteur.
4. Dispositif selon l'une des revendications précédentes, caractérisé en ce que le mur de montage (5, 6) sert de coffrage dans sa région supérieure.
5. Dispositif selon l'une des revendications précédentes, caractérisé en ce que les éléments de coffrage (11, 12) permettent la fixation d'une base de soudage destinée à être emprisonnée dans le béton de l'appui de plafond.
6. Dispositif selon l'une des revendications précédentes, caractérisé en ce qu'une passerelle horizontale (17, 18) est aménagée dans la région supérieure du mur de montage (5 et respectivement 6) de son côté opposé à la plateforme élévatrice (7).
EP19810107177 1980-09-27 1981-09-11 Dispositif pour la fabrication de murs prefabriques pour le montage complet de maisons Expired EP0048870B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3036539 1980-09-27
DE19803036539 DE3036539C2 (de) 1980-09-27 1980-09-27 Vorrichtung zur Herstellung von Wandelementen zur Vollmontage von Häusern

Publications (2)

Publication Number Publication Date
EP0048870A1 EP0048870A1 (fr) 1982-04-07
EP0048870B1 true EP0048870B1 (fr) 1984-12-19

Family

ID=6113029

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19810107177 Expired EP0048870B1 (fr) 1980-09-27 1981-09-11 Dispositif pour la fabrication de murs prefabriques pour le montage complet de maisons

Country Status (3)

Country Link
EP (1) EP0048870B1 (fr)
AT (1) AT373327B (fr)
DE (1) DE3036539C2 (fr)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3406965A1 (de) * 1984-02-25 1985-08-29 SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH, 6832 Hockenheim Halbautomatische versetzeinrichtung fuer bausteine
DE3432940A1 (de) * 1984-08-03 1986-02-13 Siegfried 7971 Aichstetten Gebhart Vorgefertigtes mauerwerk
DE3523924C1 (de) * 1985-07-04 1992-09-24 SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH, 6832 Hockenheim Verfahren und Vorrichtung zur Herstellung vorgefertigter Wandelemente aus Mauersteinen
DE3809382A1 (de) * 1988-03-19 1989-09-28 Bernd Lechner Fertigteil-wandtafel mit rollokasten
AT405954B (de) * 1997-12-16 2000-01-25 Durisol Werke Gmbh Verfahren zur herstellung von vorgefertigten wandelementen für die errichtung von bauwerken sowie vorrichtung zur durchführung dieses verfahrens
CN107246155B (zh) * 2017-08-16 2019-05-24 厦门华蔚物联网科技有限公司 一种带剪式升降装置的砌砖机器人
CN108412119B (zh) * 2018-03-09 2021-09-14 莎丽科技股份有限公司 一种墙板制造工艺
CN110963436B (zh) * 2019-11-11 2021-08-27 阜阳晶宫绿建节能建筑有限责任公司 一种混凝土预制构件举升安装装置
CN117927040B (zh) * 2024-03-25 2024-06-04 山西绿建住品科技有限公司 一种装配式墙板辅助安装设备

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1280722B (de) * 1962-08-06 1968-10-17 Georges Schaeffer Geruest fuer die Herstellung von Bautafeln aus Ziegelsteinen od. dgl.
CH401419A (de) * 1962-08-06 1965-10-31 Schaeffer Georges Verfahren und Einrichtung zum Vorfertigen von flächigen Bauteilen
FR1510074A (fr) * 1966-12-07 1968-01-19 Entpr S Balency & Schuhl S A Perfectionnements aux panneaux de façade
FR2076555A5 (fr) * 1970-01-20 1971-10-15 Midi Travaux
DE2700022A1 (de) * 1977-01-03 1978-07-06 Schach Alfred Dr Fertigbau-grosswandelement aus mauerwerk

Also Published As

Publication number Publication date
DE3036539C2 (de) 1986-11-27
DE3036539A1 (de) 1982-04-22
EP0048870A1 (fr) 1982-04-07
ATA330881A (de) 1983-05-15
AT373327B (de) 1984-01-10

Similar Documents

Publication Publication Date Title
US5263835A (en) Building construction system
DE1784905A1 (de) Gebaeude in Raumkastenbauweise
DE2929197C2 (de) Offenes Skelettrahmenelement aus Stahlbeton
WO2011103631A1 (fr) Barrière amovible pour disposition sur une partie supérieure d'une paroi
EP0048870B1 (fr) Dispositif pour la fabrication de murs prefabriques pour le montage complet de maisons
EP3662116B1 (fr) Coffrage et procédé de fabrication d'un élément de recouvrement
DE1284076B (de) Verfahren zum Errichten eines Gebaeudes
DE19920032C2 (de) Verfahren zur Herstellung eines Wandaufbaus aus Wandfertigteilen
DE3703487A1 (de) Verfahren zur herstellung von bauwerkswaenden und schalungssystem
DE19954649C2 (de) Verfahren und Vorrichtung zur nachträglichen Montage eines vorgefertigten Aufzugschachtgerüstes an einem Gebäude
EP0070962B1 (fr) Bâtiment à assembler à partir de pièces préfabriquées
EP1046758A1 (fr) Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué
DE2636168C2 (de) Gebäude aus tragenden vorgefertigten Bauteilen
DE29509938U1 (de) Schalstütze
DE3228342A1 (de) Verfahren zur herstellung von gebaeuden und vorgefertigte gebaeudeteile zur durchfuehrung des verfahrens
DE2422586A1 (de) Fertigbetonteil und verfahren zu dessen herstellung
EP0480295B1 (fr) Ensemble pour la construction d'une maison d'habitation ou de vacances
AT409395B (de) Verfahren zur herstellung mehrschaliger mauerscheiben
DE2155456A1 (de) Bausatz aus betonfertigteilen zum aufbau eines kellers fuer ein gebaeude
DE2322920A1 (de) Fertigbauteil fuer die herstellung von gebaeuden
AT337420B (de) Wandverkleidung
DE3935076A1 (de) Gleit- oder kletterschalung
CH286020A (de) Verfahren zur Errichtung von Bauten in Schüttbauweise und Stahlschalung zur Durchführung des Verfahrens.
DE9105949U1 (de) Vorgefertigter Modul zur Herstellung von Bauwerken und Gebäuden
DE1559005C (de) Verfahren zum Errichten von Gebäuden nach der Hubplattenbauweise sowie auf der obersten Deckenplatte angeordnete Schalungsform zur Durchführung des Verfahrens

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): BE CH FR GB IT LI LU NL SE

17P Request for examination filed

Effective date: 19821006

ITF It: translation for a ep patent filed
RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SUEBA FREIE BAUGESELLSCHAFT MIT BESCHRAENKTER HAFT

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): BE CH FR GB IT LI LU NL SE

ET Fr: translation filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19850930

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 19890929

Year of fee payment: 9

ITTA It: last paid annual fee
EAL Se: european patent in force in sweden

Ref document number: 81107177.8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19980528

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19980904

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19980928

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19980929

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19980930

Year of fee payment: 18

Ref country code: BE

Payment date: 19980930

Year of fee payment: 18

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19990911

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19990912

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19990930

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19990930

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19990930

BERE Be: lapsed

Owner name: SUBA FREIE BAU- G.M.B.H.

Effective date: 19990930

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000401

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19990911

EUG Se: european patent has lapsed

Ref document number: 81107177.8

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000531

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20000401

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST