EP1121232B1 - Verfahren und Vorrichtung zur Herstellung von Wandelementen - Google Patents

Verfahren und Vorrichtung zur Herstellung von Wandelementen Download PDF

Info

Publication number
EP1121232B1
EP1121232B1 EP99953794A EP99953794A EP1121232B1 EP 1121232 B1 EP1121232 B1 EP 1121232B1 EP 99953794 A EP99953794 A EP 99953794A EP 99953794 A EP99953794 A EP 99953794A EP 1121232 B1 EP1121232 B1 EP 1121232B1
Authority
EP
European Patent Office
Prior art keywords
wall
elements
wall element
area
wall elements
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 - Lifetime
Application number
EP99953794A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1121232A1 (de
Inventor
Edmond D. Krecke
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.)
KRECKE, EDMOND DOMINIQUE
Original Assignee
Krecke Edmond Dominique
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 Krecke Edmond Dominique filed Critical Krecke Edmond Dominique
Publication of EP1121232A1 publication Critical patent/EP1121232A1/de
Application granted granted Critical
Publication of EP1121232B1 publication Critical patent/EP1121232B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • B28B19/003—Machines or methods for applying the material to surfaces to form a permanent layer thereon to insulating material
    • 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • 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
    • B28B7/08—Moulds provided with means for tilting or inverting
    • 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
    • B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
    • B28B7/241—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces
    • B28B7/243—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces for making plates, panels or similar sheet- or disc-shaped objects

Definitions

  • the invention relates to a method for the production of large-wall elements, which contain at least two layers - an outer layer and a support or intermediate layer - and internals and are intended as structural elements of buildings, especially low-energy buildings, also to an apparatus for performing the method.
  • a corresponding device is described for example in WO 96/24476. It is a horizontal table on which the wall elements are made. Whereby usually a formwork or a tundish is arranged, in which a wall element can be produced. On the surface of these tables usually have due to their large format, the wall elements in question may have a length of up to 20 m and more, only one wall element space.
  • the invention is therefore based on the object to provide a method and an apparatus that significantly reduces the manufacturing or cost of wall elements.
  • a designed as a large angle pivot table is provided, one leg inner side is used to build a stack of wall elements.
  • the stack leans against the inside of the other leg and is closed by a lid and pressed together.
  • the swivel table By turning the swivel table by 90 °, the previously horizontal wall elements are placed vertically and the interspaces with Concrete filled, which results in hardening of the concrete a variety of juxtaposed large wall elements that can be used for the outer and inner walls and ceilings of buildings.
  • the pivoting table is rotatably mounted on a holding device.
  • the rotatable suspension or storage takes place substantially in the center of gravity of the tilting table. Unintentional torques which lead to destabilization of the tilting table and therefore have to be compensated can be avoided in this way.
  • allows such center of gravity storage that the tilting device can be brought into different tilted positions without much effort. It requires so far only a comparatively low-power pivoting device, so that despite the high loads and turning by hand is possible.
  • a manual operation is especially for the case providable, in which a defect of a motor-controlled pivoting device occurs.
  • a plurality of wall elements are manufactured in a stack one above the other on the mounting surface, so that each previously manufactured wall element serves as a working surface for the production of a subsequent wall element.
  • the working height for the persons working on it changes in each case during the construction of the wall elements.
  • a lifting device has preferably been arranged on the pivoting table, by means of which a lifting and lowering, but also holding in a definable height is possible.
  • the rotated wall element in a pit which will be described below, are drained and the filling of the wall element with concrete directly from the outlet of concrete mixing vehicles are affected without causing any pumps must be used.
  • the lifting device attacks in the center of gravity of the pivoting table, whereby the occurrence of lateral forces is also avoided here.
  • the device according to the invention additionally comprises the already mentioned pit area for admitting the storage device.
  • the pit area essentially serves for lowering the pivoting table during the production of the wall element stacks. Due to the possibility of lowering an adjustment of the tilting table to the working height is possible in a simple manner, without having to be used for this adaptation safety problematic scaffolding structures.
  • the pivoting of the pivoting table takes place at least in part within the pit. Whereby the dangers that occur when tilting the loaded bearing surfaces, e.g. for the persons involved in the wall element production, can be significantly reduced. As a result, as is obvious to one skilled in the art, this also saves space in the production of the wall elements, since larger areas to be shut off during the tilting operation are no longer needed.
  • the pit width can be limited to almost a surface diagonal of a lateral end surface of the tilting table.
  • the device according to the invention preferably comprises a special, on the size of the manufactured wall elements aligned counter bearing, which is preferably attached to the bottom of the pit area.
  • double T-beams which extend over the entire length of the wall elements and which in the device according to the invention have a deviation in the vertical substantially below 9 mm, have proven useful for this counter bearing.
  • the carrier is arranged at the angle of the swivel table, the other center and the third at the end of the construction area.
  • bearing surfaces of preferably up to 22 m are used, so that a high degree of flexibility in the production of long wall elements is given.
  • the pivot table consists essentially of three carrier profiles which are in communication with each other.
  • a basic element of the swing table is essentially a rigidly welded to a right angle support profile, on the free legs for extending reinforced profiles can be fastened.
  • the extended legs serve as a support surface for the wall elements to be produced.
  • the tilting table in the disassembled or unassembled state can accordingly be easily sown and transported in a conventional OPEN-TOP container.
  • the carrier profiles used provide sufficient stability to carry even the heaviest loads.
  • a capping device which is attachable to the pivoting table and which allows a press connection between one or more, stacked on the construction surface wall elements with the pivoting table.
  • a press connection serves the lateral support of the formwork of the wall elements, the Fill the concrete into the vertical wall elements.
  • the formwork is produced has been shown in practice that a substantially optimal planarity of the wall elements can then be ensured if the cover device is equipped for a contact pressure of about 1.5 t / m 2 .
  • the swivel table makes it possible to produce the walls of a single-family home in one or two batches.
  • This considerable mass of the concrete makes it possible to avoid the usual steam hardening of concrete in the manufacture of individual wall elements, because the released during curing heat is sufficient to reach the desired elevated temperature of the hardening concrete mass.
  • the wall elements for the outer walls of the building with its strong thermal barrier coating on the bottom or top of the stack, thus avoiding heat loss to the side (when pouring the walls of the stack is 90 ° turned).
  • thermal barrier coatings are used as formwork for the concrete core of the large wall elements, and this succeeds in that suitable spacers made of concrete webs are available, which hold these layers as formwork walls at the correct distance from each other.
  • the compressive strength of thermal barrier coatings is not very large, which is why the spacers should have a large bearing surface on their contact side to the thermal barrier coatings. This is achieved by dumbbell-shaped spacers, as described by EP 0 299 353.
  • a critical point in buildings is the connection of the walls or ceilings representing large wall elements with each other.
  • a miter and beyond a clutch space each consisting of a longitudinally extending recess in the miter and protrude in which coupling space Arm michsschleifen forming an eyelet in this coupling space through which a coupling rod made of structural steel are inserted can connect to the adjacent walls or ceilings.
  • the coupling space is poured in the manufacture of the building with concrete, so that the reinforcement of a large wall element continues via the coupling space in the reinforcement of the other large wall element.
  • the invention also has to do with making these coupling spaces and the reinforcing loops extending thereinto.
  • connection via a butt joint ie the narrow side of a wall element adjacent to the broad side of another wall element and must be permanently connected to this.
  • a Clutch cavity provided with concrete, in which Arm michsschleifen are coupled by a cross bar with each other.
  • the Arm michsschleifen be folded on the broad side of the wall element in the plane of the wall element, ie it Arm michsbügel be used with bent loops or eyelets in the manufacture of the wall elements, and these cranks are bent up when building the building again in that the loops or eyelets protrude from the plane of the broad sides of the wall elements and can be coupled with the reinforcing loops on the narrow side of the adjacent wall elements by cross-sticking a rod.
  • a pivoting table 1 is shown, which is composed of a series of welded-together profiled beams 2, on the legs of cover plates to form bearing surfaces 3 and 4 are welded.
  • the turntable 1 includes a fixed end wall 5 and a further end wall 6, which can be mounted parallel to the end wall 5 in the foreground of the tilting table.
  • a cover wall 7 is still provided, so that with the wall elements 3, 4, 5, 6 and 7, a box can be formed, the side 8 is open.
  • the swing table includes in Fig. 1, not shown hydraulic cylinder, so that it can take up substantially in two positions, namely the setup position shown in Fig. 1, in which the mounting surface to be designated bearing surface 3 is horizontal and a casting and Wandelementstützwolf (Fig 5), in which the bearing surface 4 are aligned horizontally and the surface 3 vertically.
  • the swing table 1 may also include hydraulic lifting and lowering devices to adjust the working height in the construction of the large wall element stack 10 shown in FIG.
  • a height-adjustable work platform may be provided to facilitate the construction of the stack 10 for the workers.
  • a rigid foam plate is placed as the outer layer 11 of the lowermost wall element on the mounting surface 3, the respective narrow sides of the plate resting against the surfaces 4 and 5. If the wall element to be produced is smaller than the length of the table 1, a plurality of foam boards to form the outer layers 11 of a plurality of wall elements are juxtaposed accordingly.
  • the foam sheet layer 11 may have one or more recesses into which placeholders and / or guards for elements of windows, doors or other openings are inserted and which also project into an overlying intermediate layer 12.
  • the intermediate layer 12 will receive the concrete filling and is therefore also referred to as a base course. Beforehand, fixtures will be housed there. Such internals contain a reinforcement 14 (FIG.
  • the internals also include spacers 17, which determine the thickness of the intermediate layer 12. Dumbbell-shaped shapes with flanged or disc-shaped ends 18 and a shaft or web-shaped connecting part 19 are preferred. These spacers 17 are placed in gaps of the reinforcement 14 with the interposition of a binder on the relevant rigid foam plate 11 and form a grid that leaves enough space between the webs 19 to accommodate the other internals 15, 16.
  • the intermediate layer 12 is closed at the top by a covering layer 13 and laterally by an elongate formwork element, which serves to produce the matching connection surface of the respective wall element.
  • the formwork is formed by a shuttering tube 21, which has a series of transverse slots 22 and welded longitudinal ribs 2 3, to install the shuttering tube 21 in the correct angular position to the layer 12.
  • the formwork tube 21 shown in Fig. 3 is to produce a miter on the narrow side of the Intermediate layer 12 aligned.
  • the formwork also has a centering rod 24 with a closure lid 25 and stop beards 26, which are welded at regular intervals along the rod 24.
  • the stop bars 26 are used together with the transverse slots 22 for alignment of Anschlußarm isten, which are designed here as a mild steel bow 27.
  • the bracket 27 have hooks 28 and form in the region of the tube 21 each eyelets 29. After passing through the bracket 27 through the transverse slots 22, these are closed by adhesive tape to prevent the ingress of concrete. It is a series of such bracket 27 to be mounted along the narrow side of a wall element to be produced, and it is possible that the formwork for the separation of the narrow sides of two adjacent plates is used in the same layer, so that the brackets 27 are similar brackets from the other side and overlap with their eyelets. Despite this fact, it is possible to mount or remove the centering rod 24 in a kind of screwing, wherein the centering rod 24 is rotated in each case by 180 ° and then moved axially a piece.
  • a bow-shaped reinforcing member 30 is shown, which extends in the position of the table of FIG. 5 above the outline of a wall element and is used as a lifting lug 30 for lifting a finished wall element after casting and curing thereof. At least two such lifting lugs 30 per wall element to be produced are provided, which are arranged equidistant from the calculated line of gravity of the wall element. In this way it is possible to tilt a finished wall element with the help of a Lifting or lowering a stringer maneuvered by a crane.
  • Fig. 4 shows another loop or bow-shaped reinforcing member in the form of a steel bracket 31, the end hook 32 and a cranked eyelet 33 includes.
  • the hooks are suspended in reinforcements 14, so that the bent eyelet 33 comes to rest in a cover layer 13.
  • the cover layer 13 consists for example of a wood fiber plate (Heraclit plate), which covered the intermediate layer 12 and has a recess 34 to receive the bent eyelet 33.
  • bent stirrups 31 are arranged along a line, to which later a transverse wall is to join.
  • the bent eyelets 33 are bent when erecting the building with a lever rod and then protrude beyond the surface of the layer 13, so that a reinforcing rod can be inserted through these bent eyelets 33 and the eyelets 29 of the transverse wall to give a Arm michsverbund, the poured with concrete to close the gaps between the two intersecting walls.
  • the layers 11, 12 and 13 belong to a wall element layer 41, the possible structure of which has been described.
  • On the layer 41 is then - optionally using a release film - built another layer 42 for one or more large-wall elements to be produced, and in this way is continued with further layers 43 to 48.
  • thick rigid foam panels are used as outer layer, ie these walls serve as outer walls, while the layers 45 to 48 are intended for the production of partitions.
  • All wall element walls may include openings for window or door openings filled by a rigid foam filler and / or protective elements for windows or doors. It is understood that one can use whole windows or even frame members and the like, which are supported and protected by the rigid foam during the casting of the concrete. If, as shown in Fig.
  • the top layer is not complete, there is a space filler used to complete the stack.
  • the stacking shown with the outer walls below and the partitions of the building above is not mandatory, but you will often arrange the layers 43 and 44 up in the stack to exploit the better thermal insulation properties of the foam panels for the outer walls against heat loss during casting of the wall elements.
  • the same purpose may be used in Zwickelform Hartschaumstoffplatzheller, which form parts of the circuit to complete wall elements with complete miter to flat cuboids.
  • the layer 11 has been formed in contrast to the layer 12 without Miter bevel, d. H. in the collision of two wall elements on a corner of the building there is a gap that is filled by a corresponding piece of rigid foam.
  • the omission of the rigid foam gusset on the narrow side of outer walls has the advantage that the construction of the stack is facilitated on the pivoting table. But you can also apply a continuous Miter slope on the wall elements, but then must use a supplementary angle as Platz Stahl satiner to obtain layers with vertical end faces, each representing a flat cuboid.
  • the table After compressing the wall elements of the stack 10, the table is rotated 90 ° and brought into the casting position, as shown in Fig. 5. Then concrete is poured into the box, as indicated by a tube 55. The concrete flows into the gaps or interstices of the now standing wall element layers 41-48 and fills them, which can promote the escape of air bubbles by shaking the table. If the concrete has set after a certain time, the cover 7 is removed, after which the individual large wall elements are transported away by means of a support beam and a crane, with a rope passes through the lifting lugs 30 to lift the individual wall elements symmetrically. The wall elements can be lowered in the same way without tilting millimeter precision, which is in the construction of a building of great importance.
  • FIG. 6 a side view of a device according to the invention is shown, in which the pivoting table 1 in a pit area 71 and a holding device 65 is rotatably suspended.
  • the working area 72 ie the area from which persons on the working surface of the tilting table stacking wall elements produce, depending on the requirement left or right above the pit. It is understood that a corresponding suspension for the bearing surfaces 3 and 4 is provided on both end sides of the pivoting table.
  • the turntable 1 itself consists of two bearing surfaces 3 and 4, which are arranged at a right angle.
  • the basic element 2a of the tilting table 1 consists of two mutually rigidly welded profile carriers, such that they form a right angle.
  • bearing surfaces .3, 4 are formed. Both bearing surfaces 3, 4 are substantially the same size and can be used depending on the position, ie in the horizontal or vertical, either as a mounting surface 3 or wall support surface 4, whereby from the perspective of the end face of the device shown both a laying of the wall elements from the right from the left is possible.
  • the described pivoting table 1 is frontally shown in FIG. 1 on a telescopic piston 63 which is guided within a guide shaft 62, rotatably suspended and stored.
  • the storage on profile struts 65 acts on the rectangular element 2a of the pivoting table 1, to secure the storage static in this way.
  • the attached at the front and back face plates 5 (Fig.1.)
  • this embodiment also have welded profiles for reinforcement.
  • the pivoting table and in particular the respective working surface in defined and for the stacking of wall elements expediently in its height adaptable. Ie. for the persons working on the swivel table 1 that the working height can be set in a predefinable manner with increasing wall element stack on the work surface.
  • the new work surface is in this case by determines the top of the previously manufactured wall element. As a substantially optimal working height, a height of 0.9m has resulted.
  • the mounting of the pivoting table device 67 on the telescopic piston 63 Hubvorrichcung invention is such that the suspension of the pivoting table 1 takes place substantially at the center of gravity 64 and thus the load of the pivot table substantially on the lifting device 68 comes into play and lateral forces due to unintentional torques , essentially not occur.
  • the guide shaft 62 is shown in FIG. 6 part of a holding device 60 of a plurality of mutually braced support struts 61 through which the guide shaft 62 is statically secured.
  • a pivoting device 67 for turning the swing table for example, in the casting position, refer.
  • This consists among other things of a semicircular pivot member 69 which is fixed to the front side of the pivot table and whose center is the bearing in the center of gravity 64 on the telescopic piston 63.
  • On the pivoting element 69 engages on one side a hydraulic pivoting piston 68a, which is guided by the pivoting element 69 in the context of a lifting movement, that is, in a stretching or contraction of the cylinder.
  • the engagement point 66 of the cylinder 68a on the pivot member 69 passes through one or a part of a circular path, which is predetermined by the radius of the pivot member 69, whereby the attached to the pivot member 69 pivoting table 1 is rotated about the gravity bearing 64.
  • the turning or pivoting of the turntable 1 to the Schwemmddling 64 has in particular the advantage that, even if heavy loads are placed on the pivot table, no complex hydraulics for turning the swing table needed is because essentially no unwanted torques must be intercepted and even under certain circumstances, a manual turning of the bearing surfaces is possible.
  • FIG. 6 includes an abutment 70 of three parallel arranged double TTrägern, which in the present case, the bearing surface 3 counteract as a working surface.
  • the double T-beams 70 are arranged so precisely that they have only a vertical deviation of 9 mm over a length of 24 m. This deviation is well within the tolerances to be considered in the manufacture of buildings.
  • the counter-bearing is used in particular when the new, cast with concrete and located in an upright position wall elements must be stored and supported at rest during the desiccation process to prevent warping of the wall elements.
  • the arrangement of the T-beam is such that always one of the T-beam along the right angle of the pivot table is the second at the interface between the rectangular profile 2a and the leg extension 2b and the last T-beam at the end of the support surface or Structural surface 3.
  • FIG. 7 likewise shows a side view of the embodiment already described above, with different tilting positions 1a to 1d of the swiveling table 1 also being shown in FIG.
  • the turntable 1 makes a counterclockwise rotation within the pit, so that the working surface 3 originally located in the horizontal is in the vertical after rotation.
  • the pivoting device in a predefinable manner, not only the bearing surfaces by 90 ° can tilt, but that the pivoting table by means of the pivoting device is able to take different Kippwolfen.
  • This rotational movement can, as shown in Fig. 7 and as already mentioned, take place wholly in one part of the pit area.
  • the pit area 71 of the present embodiment has a width of 5.3 m and a depth of 3.1 m.
  • the possibility of lowering the wall elements manufactured on the tilting table has the advantage that the tilted in the upright position wall elements can be discharged before filling with concrete in the pit area 71 and the concrete directly from a conventional concrete mixer or the same without the use can be introduced by pumps in the Wandianoverschalung.
  • FIGS. 6 and 7 Not shown in FIGS. 6 and 7 is a cover device (FIGS. 2, 7) which holds the wall elements applied to the work surface via a press connection with the working surface of the swivel table.
  • this is necessary to pile on the work surface applied wall elements during the turning of the pivoting table or the work surface from the horizontal to the vertical, and on the other to support when filling the wall elements in the vertical with concrete, the formwork of the wall elements on which a very high pressure is exerted by the concrete ,
  • the lid should withstand a pressure of approx. 1.5t m 2 .

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Automatic Assembly (AREA)
  • Glass Compositions (AREA)
  • Physical Vapour Deposition (AREA)
EP99953794A 1998-10-13 1999-10-13 Verfahren und Vorrichtung zur Herstellung von Wandelementen Expired - Lifetime EP1121232B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19846984A DE19846984A1 (de) 1998-10-13 1998-10-13 Vorrichtung zum Herstellen von Wandelementen
DE19846984 1998-10-13
PCT/EP1999/007673 WO2000021724A1 (de) 1998-10-13 1999-10-13 Vorrichtung zum herstellen von wandelementen

Publications (2)

Publication Number Publication Date
EP1121232A1 EP1121232A1 (de) 2001-08-08
EP1121232B1 true EP1121232B1 (de) 2006-01-04

Family

ID=7884202

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99953794A Expired - Lifetime EP1121232B1 (de) 1998-10-13 1999-10-13 Verfahren und Vorrichtung zur Herstellung von Wandelementen

Country Status (19)

Country Link
US (1) US6651397B1 (cs)
EP (1) EP1121232B1 (cs)
CN (1) CN1134327C (cs)
AT (1) ATE314910T1 (cs)
AU (1) AU1036200A (cs)
CA (1) CA2347141C (cs)
CY (1) CY1105351T1 (cs)
CZ (1) CZ301156B6 (cs)
DE (2) DE19846984A1 (cs)
DK (1) DK1121232T3 (cs)
EA (1) EA003038B1 (cs)
ES (1) ES2252984T3 (cs)
FI (1) FI20010775A7 (cs)
HU (1) HU225816B1 (cs)
NO (1) NO323822B1 (cs)
PL (1) PL193778B1 (cs)
TR (1) TR200101050T2 (cs)
UA (1) UA66885C2 (cs)
WO (1) WO2000021724A1 (cs)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2548831C2 (ru) * 2009-02-16 2015-04-20 Лангенштайн Энд Шеман Гмбх Структура и способ штабелирования штабелируемых тел, в частности силикатных кирпичей
US20230076808A1 (en) * 2021-09-04 2023-03-09 Edward L. NICKS, III Modular connector system configured for setting vertical or horizontal piping or prefab assemblies in place prior to wall construction
CN118514975B (zh) * 2024-07-19 2024-09-20 山西路桥第六工程有限公司 一种预制t梁存梁可调支撑装置

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB214791A (en) * 1923-03-12 1924-05-01 Charles Terry Improvements in machines for moulding tiles
CH441096A (de) * 1966-12-30 1967-07-31 Zorislav Dipl Ing Franjetic Verfahren und Einrichtung zum Herstellen von platten- oder balkenförmigen Betonkörpern
US3743235A (en) 1970-12-24 1973-07-03 S Shelley Apparatus for fabricating units of moldable building material
DD124022A1 (cs) * 1976-02-09 1977-02-02
FR2343570A1 (fr) 1976-03-08 1977-10-07 Capdevila Xarto Claudio Machine a mouler notamment pour la fabrication des elements de construction en forme de carreaux
CH653946A5 (en) 1980-12-30 1986-01-31 Loewe Anstalt Method of making panels and device for implementing the method
IL64556A0 (en) * 1980-12-30 1982-03-31 Fehlmann Hans Beat Method and apparatus for batterymolding
CA1182304A (en) * 1981-08-14 1985-02-12 George A. Grutsch Concrete formwork
US4691490A (en) * 1982-09-20 1987-09-08 Leaver James M Cementitious modular panel and panel assembly for building walls and method of construction
US5440846A (en) * 1992-11-13 1995-08-15 Record; Grant C. Construction for building panels and other building components
JPH1025854A (ja) * 1996-07-12 1998-01-27 Jiyoisuto:Kk 軽量コンクリート板
US6298622B1 (en) * 1996-10-15 2001-10-09 Plastedil, S.A. Self-supporting construction element of expanded plastics, in particular for manufacturing floor elements and walls of buildings in general
US5921046A (en) * 1997-04-04 1999-07-13 Recobond, Inc. Prefabricated building system for walls, roofs, and floors using a foam core building panel and connectors
DE19733755C2 (de) 1997-08-05 2000-12-14 Ipa Isorast Internat S A Großwandelemente sowie Verfahren und Vorrichtung zur Herstellung dieser

Also Published As

Publication number Publication date
ATE314910T1 (de) 2006-02-15
CY1105351T1 (el) 2010-03-03
AU1036200A (en) 2000-05-01
NO323822B1 (no) 2007-07-09
PL193778B1 (pl) 2007-03-30
NO20011814D0 (no) 2001-04-10
HUP0104011A3 (en) 2002-04-29
ES2252984T3 (es) 2006-05-16
EA200100431A1 (ru) 2002-04-25
DE59913025D1 (de) 2006-03-30
CN1134327C (zh) 2004-01-14
EA003038B1 (ru) 2002-12-26
CA2347141A1 (en) 2000-04-20
FI20010775L (fi) 2001-04-12
HUP0104011A2 (hu) 2002-03-28
DE19846984A1 (de) 2000-04-27
CZ20011326A3 (cs) 2002-04-17
TR200101050T2 (tr) 2002-07-22
HU225816B1 (en) 2007-10-29
UA66885C2 (uk) 2004-06-15
CA2347141C (en) 2009-12-29
CN1326397A (zh) 2001-12-12
FI20010775A7 (fi) 2001-06-12
US6651397B1 (en) 2003-11-25
PL347241A1 (en) 2002-03-25
CZ301156B6 (cs) 2009-11-18
NO20011814L (no) 2001-06-11
WO2000021724A1 (de) 2000-04-20
EP1121232A1 (de) 2001-08-08
DK1121232T3 (da) 2006-05-22

Similar Documents

Publication Publication Date Title
EP2083977B1 (de) Schalungssystem zum betonieren von fertigteilen mit einer aussenschalung und einem schalungskern
DE1948985A1 (de) Vorgefertigter Gebaeudeteil und Verfahren zu dessen Herstellung
EP1121232B1 (de) Verfahren und Vorrichtung zur Herstellung von Wandelementen
DE2944424C2 (de) Verfahren zur Herstellung von Stahlbetonplattenaggregaten
DE69624226T2 (de) Formwerkzeug für vorgefertigte betonplatten
DE2410877A1 (de) Verfahren und vorrichtung zum progressiv erfolgenden errichten einer wand aus zementmaterial oder dgl
EP3299524B1 (de) Fertigteilmauer und verfahren zur herstellung derselben
WO2004065087A2 (de) Klappschalung
DE19733755C2 (de) Großwandelemente sowie Verfahren und Vorrichtung zur Herstellung dieser
DE1804657A1 (de) Verfahren zur Herstellung von Beton- bzw.Stahlbetonwaenden und nach diesem Verfahren hergestellte Beton- bzw.Stahlbetonwand
DE3343808C2 (cs)
DE19807914A1 (de) Fertigteilelemente für die Errichtung von Gebäuden
DE2808644C3 (de) Vorrichtung zum Gießen von Betonbauelementen
DE3208960A1 (de) Maschine zum herstellen von vorgefertigten bauteilen, die zum erstellen von konstruktionen auf dem gebiet des bauwesens dienen
DE2322139C3 (de) Batterieform und Verfahren zum Herstellen von Betonplatten
DE2430009C2 (de) Verfahren und Vorrichtung zum Entschalen von Großtafeln aus Stahlbeton
AT314154B (de) Mehrstöckiges, aus einheitlichen, fabriksmäßig herstellbaren Zellen bestehendes Gebäude
EP1092067A1 (de) Hausmodul und gebäudeteil aus mehreren hausmodulen und verfahren zur herstellung eines hausmoduls bzw. eines gebäudeteils
DE2225752A1 (de) Verfahren zum Errichten von Gebäuden
DE3219943A1 (de) Einrichtung zur herstellung grossflaechiger stahlbetonplatten
CH655045A5 (de) Schalungsvorrichtung zur herstellung von quaderfoermigen, stirnseitig offenen fertiggaragen aus stahlbeton.
DE2902287C2 (de) Wärmebehandlungsofen zum Aushärten von in Formen gegossenen Betonmassen und Anlage zur Herstellung von Betonfertigteilen
DE202025000778U1 (de) Schalungselement und Schalungssystem
DE2426126A1 (de) Vorrichtung fuer den bau von tunnels, stollen usw. mit oder ohne auskleidung
AT507178B1 (de) Raumzelle in form eines kastenträgers aus holz

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

17P Request for examination filed

Effective date: 20010411

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: KRECKE, EDMOND DOMINIQUE

17Q First examination report despatched

Effective date: 20031223

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: METHOD AND APPARATUS FOR MANUFACTURING WALL ELEMENTS

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

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

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20060104

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG PATENTANWAELTE

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20060123

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20060400039

Country of ref document: GR

REF Corresponds to:

Ref document number: 59913025

Country of ref document: DE

Date of ref document: 20060330

Kind code of ref document: P

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2252984

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

ET Fr: translation filed
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

Effective date: 20061005

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

Ref country code: SE

Payment date: 20091023

Year of fee payment: 11

Ref country code: MC

Payment date: 20091021

Year of fee payment: 11

Ref country code: LU

Payment date: 20091026

Year of fee payment: 11

Ref country code: IE

Payment date: 20091021

Year of fee payment: 11

Ref country code: FI

Payment date: 20091026

Year of fee payment: 11

Ref country code: DK

Payment date: 20091023

Year of fee payment: 11

Ref country code: CH

Payment date: 20091026

Year of fee payment: 11

Ref country code: AT

Payment date: 20091022

Year of fee payment: 11

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

Ref country code: NL

Payment date: 20091027

Year of fee payment: 11

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

Ref country code: PT

Payment date: 20091008

Year of fee payment: 11

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

Ref country code: IT

Payment date: 20091023

Year of fee payment: 11

Ref country code: GB

Payment date: 20091023

Year of fee payment: 11

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

Ref country code: BE

Payment date: 20091029

Year of fee payment: 11

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

Ref country code: GR

Payment date: 20091022

Year of fee payment: 11

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

Ref country code: CY

Payment date: 20091009

Year of fee payment: 11

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

Ref country code: FR

Payment date: 20101109

Year of fee payment: 12

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

Ref country code: DE

Payment date: 20101027

Year of fee payment: 12

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: KRECKE, EDMOND DOMINIQUE

Free format text: KRECKE, EDMOND DOMINIQUE#15-17, ROUTE DE GRUNDHOF#6315 BEAUFORT (LU) -TRANSFER TO- KRECKE, EDMOND DOMINIQUE#15-17, ROUTE DE GRUNDHOF#6315 BEAUFORT (LU)

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20110413

BERE Be: lapsed

Owner name: *KRECKE EDMOND DOMINIQUE

Effective date: 20101031

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20110501

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

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

Ref country code: MC

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

Effective date: 20101031

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20101013

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

Ref country code: ES

Payment date: 20101021

Year of fee payment: 12

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

Ref country code: PT

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

Effective date: 20110413

Ref country code: LI

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

Effective date: 20101031

Ref country code: CH

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

Effective date: 20101031

Ref country code: GR

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

Effective date: 20110503

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

Ref country code: BE

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

Effective date: 20101031

Ref country code: CY

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

Effective date: 20101013

Ref country code: NL

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

Effective date: 20110501

Ref country code: FI

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

Effective date: 20101013

Ref country code: AT

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

Effective date: 20101013

Ref country code: GB

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

Effective date: 20101013

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

Ref country code: SE

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

Effective date: 20101014

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

Ref country code: IE

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

Effective date: 20101013

Ref country code: DK

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

Effective date: 20101031

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

Ref country code: IT

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

Effective date: 20101013

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20120629

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

Ref country code: DE

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

Effective date: 20120501

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59913025

Country of ref document: DE

Effective date: 20120501

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: 20111102

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: 20101013

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20130417

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

Ref country code: ES

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

Effective date: 20111014