EP0234048A1 - Méthode et machine pour fabriquer des éléments de maçonnerie - Google Patents

Méthode et machine pour fabriquer des éléments de maçonnerie Download PDF

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Publication number
EP0234048A1
EP0234048A1 EP86118144A EP86118144A EP0234048A1 EP 0234048 A1 EP0234048 A1 EP 0234048A1 EP 86118144 A EP86118144 A EP 86118144A EP 86118144 A EP86118144 A EP 86118144A EP 0234048 A1 EP0234048 A1 EP 0234048A1
Authority
EP
European Patent Office
Prior art keywords
pallet
station
stones
lined
joints
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.)
Granted
Application number
EP86118144A
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German (de)
English (en)
Other versions
EP0234048B1 (fr
Inventor
Ignaz Dr. H.C. Walter
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.)
Individual
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Individual
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 Individual filed Critical Individual
Priority to AT86118144T priority Critical patent/ATE53621T1/de
Publication of EP0234048A1 publication Critical patent/EP0234048A1/fr
Application granted granted Critical
Publication of EP0234048B1 publication Critical patent/EP0234048B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building 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
    • E04C2/041Building 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
    • E04C2/042Apparatus for handling the smaller elements or the hardenable material; bricklaying machines for prefabricated panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/22Tools or apparatus for setting building elements with mortar, e.g. bricklaying machines

Definitions

  • the invention relates to a method for producing masonry wall elements according to the preamble of claim 1 and devices for performing the method.
  • Masonry made of bricks, sand-lime bricks and lightweight building blocks are usually created layer by layer, which is very expensive and time-consuming. It is known from DE-PS 12 82 532 to partially mechanize the creation of masonry.
  • the building blocks are fed into a layer to build a vertical wall using grippers.
  • mortar is mechanically applied to this layer.
  • anchoring irons are inserted into the vertical holes and then mortared.
  • the stones are lined up in a first station on a template which is designed as an endless conveyor belt. After the stones of a wall element have been lined up, they are gripped by a tensioning and lifting device and fed in association with a mold which has a mortar bed. There the mortar should rise in the joints. It is drained in the mold at the same time. The shape is then tilted horizontally. Only wall elements of the same shape can be produced per template will. Since the mortar should rise in the joints, proper grouting of the joints is not to be expected.
  • the object is to design the method and the device in such a way that a prefabrication of different masonry wall elements is possible by machine in series production.
  • the walls produced in the runner association have vertical press joints and, for example, 1.5 cm thick horizontal mortar joints. So the wall elements can be transported safely and assembled among themselves, steel inlays can be provided in the horizontal mortar joints and the vertical holes.
  • the change from one stone size to another stone size can be done easily, quickly and inexpensively.
  • the series production of the wall elements results in lower material and labor costs.
  • the assembly of the prefabricated wall elements shortens the construction time considerably and thus reduces the construction and financing costs.
  • the wall elements can be manufactured in factories, regardless of the weather.
  • the wall elements can be transported dry to the installation site, so that the building thus constructed is not damp.
  • grippers can also be provided, which grip the stones A, B at the line-up station 8 and place them on the pallet 2 in the correct position.
  • the formwork walls 13, 23 are adjustable, which allows adjustment to walls of different heights and lengths.
  • the guide strips 11 mentioned have on their underside a multiplicity of lamellae 12 which are mounted so that they can be deflected upwards. The stones are guided between these slats. Due to the upward evasibility, it is possible to insert a support frame 20.
  • the longitudinal formwork walls 13, 15 and the slats 12 can be provided with sliding rollers, each having vertically extending axes of rotation, whereby the friction when the stones are pushed onto the pallet 2 is reduced.
  • the pallet 2 is now transported from the line-up station 1 to the mortaring station 3.
  • the mortaring device 4 which is adjustable in height, moves along the horizontal mortar joints D, as a result of which the mortar is introduced into these joints.
  • Behind the mortaring device 4 there are horizontal brushes with their axes arranged at an angle to the mortar joints D, which brushes did not get into the joints Brush off the mortar.
  • each mortar joint D is assigned its own mortar pump which conveys a constant volume. In order to fill joints of different depths, the mortaring device moves at different speeds.
  • the pallet reaches a tilting station 5.
  • the aforementioned work was carried out in a first upper level.
  • the pallet 2 is lowered into a second lower level and tilted in this lowered position, so that the wall element 26 is now vertical.
  • the side formwork wall 15 is designed as a base that can be separated from the pallet 2 and remains under the wall element 26 after tilting.
  • the wall element 26 is held in its vertical position by holding claws 25 which can be lowered from above. Every second vertical stone hole is now penetrated hydraulically by means of piercing lances 6.
  • Vertical reinforcing irons and, if necessary, transport anchors are inserted into the holes pierced by the statics. Then 6 mortar is introduced into these holes through the piercing lances. If necessary, the back of the wall element 26, which previously rested on the pallet 2, is cleaned.
  • the pallet 2 is tilted back into its horizontal position and conveyed back in the second level below the mortaring station 3 to the line-up station 1, where it is lifted and is ready for the production of a further wall element.
  • the side formwork wall 15 is designed as a normal formwork wall, before tilting the pallet 2 is folded down. A transport and storage foot is inserted in its place. Then the tipping is carried out. When the pallet 2 is tilted back, the side formwork wall 15 is then folded up again. If the side formwork wall 15 is designed as a transport and storage base, then a new side formwork wall is inserted after tilting.
  • all stones of a layer C are lined up on the sorting surface 8A and these stones are deposited as a layer on the pallet 2.
  • the mode of operation is as follows: On the transport pallet 22 there are all the runner blocks B and on the transport pallet 22 'half the runner blocks A. A crane 29 detects a whole layer of these stones A and B. The position of the runner blocks B is on an endless belt 28A and the position half the runner stones A on another endless belt 28B, between which the two feed surfaces 7A and 7B are located. The stones B are transferred from the belt 28A to the feed surface 7A and the stones A from the belt 28B to the feed surface 7B.
  • the feed surfaces 7A and 7B are designed as transport devices, corresponding to the transport devices 9, 9 'of the first embodiment.
  • a transverse shifting device 27 pushes half a sliding block A from the application surface 7B onto the application surface 7A.
  • the stones are brought from the feed surface 7A to the sorting surface 8A, which is also designed as a transport device and an extension of the feed surface 7A. All stones of a layer are lined up in the correct position on the sorting surface 8A.
  • Another crane 31 which has a gripper 32 which has a length greater than or equal to the length of a layer C, grasps all the stones of the layer lined up on the sorting surface 8A and sets them down on the pallet 2. In this case, the layers close to the sorting surface 8A are first formed and placed on the pallet.
  • FIG. 8 shows, recesses such as for doors and windows are taken into account when the layers are lined up.
  • the individual layers C are deposited on the pallet 2 with a gap in compliance with the horizontal mortar joints D.
  • the pallet 2 is moved to the left via rollers and friction wheels parallel to the sorting surface 8A on rails on which the pallet 2 is transported transversely to an arming station 30.
  • the reinforcement of the wall element takes place in the reinforcement station 30, namely that the horizontal reinforcement bars and / or connecting loops are inserted into the joints D and also anchoring bars are inserted into part of the vertical holes.
  • the pallet 2 is now moved over rollers and friction wheels parallel to the original direction of movement, however in the opposite direction, under a mortaring station 3A, which has a stationary mortaring device 4A.
  • the mortaring device has its own mortar pump 33 with a nozzle 34.
  • Each mortar pump delivers a constant delivery volume.
  • the speed at which the pallet 2 passes under the mortar 4A can be adjusted according to the volume of the joints D, so that joints D of different volumes are filled evenly.
  • the pallet After passing through the mortaring station 3A, the pallet arrives on further rails on which it is moved in the transverse direction to a tilting station 5A. There a transport and storage foot 35 is attached to the pallet and then the pallet is tilted in the vertical position. The transport and storage foot 35 is then removed from the pallet 2, so that the pallet 2 can be tilted back and the wall element 26 now stands on the transport and storage foot. The tilted-back pallet 2 is now moved back over rollers and friction wheels to the line-up station 1A, where stones A and B are lined up again on it.
  • the formwork for these cutouts is installed in the reinforcement station 30.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Finishing Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Automatic Assembly (AREA)
  • Catalysts (AREA)
  • Tents Or Canopies (AREA)
  • Ladders (AREA)
  • Optical Couplings Of Light Guides (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
EP86118144A 1986-02-20 1986-12-30 Méthode et machine pour fabriquer des éléments de maçonnerie Expired - Lifetime EP0234048B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86118144T ATE53621T1 (de) 1986-02-20 1986-12-30 Verfahren und vorrichtung zum herstellen von mauerwerks-wandelementen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3605373 1986-02-20
DE19863605373 DE3605373A1 (de) 1986-02-20 1986-02-20 Verfahren und vorrichtung zum herstellen von mauerwerks-wandelementen

Publications (2)

Publication Number Publication Date
EP0234048A1 true EP0234048A1 (fr) 1987-09-02
EP0234048B1 EP0234048B1 (fr) 1990-06-13

Family

ID=6294501

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86118144A Expired - Lifetime EP0234048B1 (fr) 1986-02-20 1986-12-30 Méthode et machine pour fabriquer des éléments de maçonnerie

Country Status (7)

Country Link
EP (1) EP0234048B1 (fr)
AT (1) ATE53621T1 (fr)
BR (1) BR8700778A (fr)
DE (2) DE3605373A1 (fr)
ES (1) ES2016250B3 (fr)
PT (1) PT84308B (fr)
TR (1) TR22612A (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0924359A2 (fr) * 1997-12-16 1999-06-23 Durisol-Werke Gesellschaft m.b.H. Nachf. Kommanditgesellschaft Procédé de fabrication d'éléments muraux préfabriqués pour la construction de bâtiments et moyens pour la mise en oeuvre de ce procédé
AT503658B1 (de) * 2006-10-24 2007-12-15 Kurz Josef Dipl Ing Vorrichtung zur herstellung von gemauerten fertigteilelementen aus bausteinen
CN104806029A (zh) * 2015-05-22 2015-07-29 江苏建筑职业技术学院 一种砖墙砌筑装置及其使用方法
CN113513180A (zh) * 2021-03-29 2021-10-19 浙江舜虞达环境科技集团有限公司 一种轻质复合墙板的模块化自动砌墙系统

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19527275A1 (de) * 1995-07-26 1997-01-30 Winklmann Ziegelmontagebau Verfahren zur Herstellung vorgefertigter verputzter Mauerwerkswände und Schalungstisch zu dessen Durchführung

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1955361A1 (de) * 1968-08-13 1971-05-13 Vereniging De Nl Baksteenindus Verfahren und Vorrichtung zur horizontalen Vorfertigung eines Steinverbandes
DE2149561A1 (de) * 1971-10-05 1973-04-19 Hans Lingl Verfahren und vorrichtung zur automatischen herstllung von wandteilen aus ziegel, insbes. blockziegel, fuer den fertigbau
DE2211542B1 (de) * 1972-03-10 1973-07-12 Hans 7910 Neu-Ulm Lingl Verfahren und Vorrichtung zur automatischen Vorfertigung von Wandteilen aus Formungen, z.B. Blockziegeln

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1282532B (de) * 1963-12-23 1968-11-07 Dr Alfred Schach Verfahren zur Herstellung von vorzugsweise stockwerkshohen Mauersteintafeln und Vorrichtung zur Durchfuehrung des Verfahrens
GB1243017A (en) * 1967-09-29 1971-08-18 South African Brick Ass Ltd Building panel and the manufacture of such panel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1955361A1 (de) * 1968-08-13 1971-05-13 Vereniging De Nl Baksteenindus Verfahren und Vorrichtung zur horizontalen Vorfertigung eines Steinverbandes
DE2149561A1 (de) * 1971-10-05 1973-04-19 Hans Lingl Verfahren und vorrichtung zur automatischen herstllung von wandteilen aus ziegel, insbes. blockziegel, fuer den fertigbau
DE2211542B1 (de) * 1972-03-10 1973-07-12 Hans 7910 Neu-Ulm Lingl Verfahren und Vorrichtung zur automatischen Vorfertigung von Wandteilen aus Formungen, z.B. Blockziegeln

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0924359A2 (fr) * 1997-12-16 1999-06-23 Durisol-Werke Gesellschaft m.b.H. Nachf. Kommanditgesellschaft Procédé de fabrication d'éléments muraux préfabriqués pour la construction de bâtiments et moyens pour la mise en oeuvre de ce procédé
EP0924359A3 (fr) * 1997-12-16 2000-11-08 Durisol-Werke Gesellschaft m.b.H. Nachf. Kommanditgesellschaft Procédé de fabrication d'éléments muraux préfabriqués pour la construction de bâtiments et moyens pour la mise en oeuvre de ce procédé
AT503658B1 (de) * 2006-10-24 2007-12-15 Kurz Josef Dipl Ing Vorrichtung zur herstellung von gemauerten fertigteilelementen aus bausteinen
CN104806029A (zh) * 2015-05-22 2015-07-29 江苏建筑职业技术学院 一种砖墙砌筑装置及其使用方法
CN113513180A (zh) * 2021-03-29 2021-10-19 浙江舜虞达环境科技集团有限公司 一种轻质复合墙板的模块化自动砌墙系统

Also Published As

Publication number Publication date
ATE53621T1 (de) 1990-06-15
DE3605373A1 (de) 1987-08-27
ES2016250B3 (es) 1990-11-01
DE3671929D1 (de) 1990-07-19
DE3605373C2 (fr) 1991-10-31
PT84308B (pt) 1989-10-04
EP0234048B1 (fr) 1990-06-13
BR8700778A (pt) 1987-12-15
PT84308A (de) 1987-03-01
TR22612A (tr) 1988-01-08

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