EP0977927B1 - Process and device for building a body of masonry - Google Patents
Process and device for building a body of masonry Download PDFInfo
- Publication number
- EP0977927B1 EP0977927B1 EP98924182A EP98924182A EP0977927B1 EP 0977927 B1 EP0977927 B1 EP 0977927B1 EP 98924182 A EP98924182 A EP 98924182A EP 98924182 A EP98924182 A EP 98924182A EP 0977927 B1 EP0977927 B1 EP 0977927B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall panels
- edge
- exterior
- wall
- shuttering
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/867—Corner details
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8688—Scaffoldings or removable supports therefor
Definitions
- the invention relates to a method for creating masonry with prefabricated, delivered to the construction site, large-area and thin-walled wall panels, in which the wall panels each have an outer finish and an inner finish of the masonry formwork used to form the and until the final setting of a layer that can be introduced into the formwork Filling compound is held by means of a holding device, being used as the filling compound granular and / or ground and mixed with binder bulk material used is, and an apparatus for performing the method.
- From CH-A 242 111 is a component for the construction of masonry known that on the visible side of an outer end and an inner end has a substantially flat surface, which by a thin-walled base wall is formed and that facing away from the visible side Side supports rows, columns or cassette-like webs.
- formwork components which one to the desired Wall wall thickness have coordinated dimensions and between form cavities separated from their outer and inner walls with transverse walls.
- the masonry is preferably floor-specific set up and then the cavities are poured with concrete.
- the construction of the masonry is somewhat easier,
- the disadvantage of this method is that it is introduced the filling compound does not bring a self-contained filling with high strength and that there are often imperfections in the filling when the filling material to be introduced does not have the flow properties tailored to the small cavities.
- the uniformly designed wall panels not only serve as formwork, they are part of the masonry and after the filling material has been introduced and set form a continuous solid filling between the outer and inner ends with high strength.
- the filling compound can be designed to be viscous so that after layering Do not apply high thrust to the formwork used Wall panels exercises.
- the setting process can be shortened so that with a three- or four-layer construction per floor after completion one layer can be continued immediately with the creation of the next layer can.
- Advantageous embodiments of the method are subclaims 2 to 15 and 30 to 41 and the description of exemplary embodiments, during refinements of the device in subclaims 17 to 29 are specified.
- the stands can be adjusted vertically using the height adjustment devices on the positioning plate align and horizontally opposite the base or ceiling of the structure adjust so that the supports for the attachment rail are attached to the stands and the guide rail horizontally aligned reference elements form.
- the wall panels held between the attachment and alignment rails are clearly adjustable, so that the wall panels for further layers after Creation of the first layer of masonry erected without further adjustment work and be held.
- the base wall of the wall plate forms the visible side and the webs bring one sufficient strength for the wall plate, the gaps between the webs are filled with the filling compound, if this in the with these Components installed formwork is introduced.
- the wall panels for the The outer and inner ends of the masonry are identical and only twisted by 180% for the formwork. About special Outside corner and inside corner wall panels as well as special branch wall panels the design variations for the masonry are significantly expanded.
- a formwork S is created to create masonry with prefabricated, thin-walled wall panels 10a and 10i.
- the wall plates 10a of the outer closure Sa and the wall plates 10i of the inner closure Si can be of identical design and can only be used rotated by 180 ° to build up the formwork S.
- the wall plates 10a and 10i are shown only schematically in FIG. 1 and determine the wall wall thickness with their visible sides. In the horizontal direction the wall plates 10a can and 10i, for example a dimension of 1 m have, while the height of the wall panels 10a and 10i extend only over a fraction of the floor height, such as 1 ⁇ 4 to 1/3, so that the masonry in four or three layers is created.
- outer corner wall panels 10ea and Inner corner wall panels 10ei are prefabricated, which is essentially only one can have flat visible side, while their mutually facing inner sides Can carry webs or the like.
- partition walls can also be branched off if used at the junction two inside corner bricks 10ei as formwork elements become.
- the branch can also be used with a wall thickness the branch wall matched branch brick 10zw as shown in Fig. 1.
- the wall panels 10a and 10i, the outer corner wall panels 10ea, the inner corner wall panels 10ei and the branch wall panels 10zw have a construction depth that only occupy about 10% of the wall wall thickness and therefore only cover a few Extend centimeters. This also has the advantage that these components are still easy to use and that these components are easy to formwork can be cut from remaining areas.
- the outer termination Sa and the inner termination Si in the region of the recess AN connected to final wall panels 10ab.
- the End wall panels 10ab between the outer end Sa and the inner end Si used or placed on both, as shown in FIG. 1 can be seen.
- fill with binder becomes dry in the area of the masonry promoted and mixed with water immediately prior to introduction into the formwork S.
- the water addition can be used to set the used Filling necessary measure can be reduced. This has the advantage that the The filling introduced in layers in the formwork S quickly sets and none can exert great thrust on the wall panels used.
- a granulate with a grain size of 4 to is used as the material for the bulk material 10 mm or corresponding regrind used with a high K value if possible e.g. Balls of wood shavings, sawdust, pressed paper, expanded clay, clay and the like.
- a fast-curing binder mixed with is used as a binder ground clay with a grain size up to 2 mm, preferred.
- the wall panels are preferred as prefabricated, fired formwork bricks trained, the material being expanded clay, clay, lime, limestone, plastic, Pressboard and combinations of these materials can be used.
- any can be placed in the formwork Installation elements are used and installed, which then in the Filling to be poured.
- FIGS. 2 and 3 show, are as essential elements of the holding device 40 a vertically orientable stand 44 for a continuous wall and a Stand 46 is provided for a corner area of the masonry.
- the Stands 44 and 46 can also be put together vertically from parts that are extend over the height of a wall plate.
- the stand 44 for a continuous wall is in the middle of a triangle side a triangular positioning plate 41 attached, which is designed as a frame construction and by means of three height adjustment devices designed as adjusting spindles 43 can be aligned horizontally.
- the adjusting spindles are in the corners of the adjusting plate 41 vertically adjustable.
- On the stand 44 are the height of the Wall plates horizontal, designed as profile sections support 45 attached namely on the fastening point between the setting plate 41 and the stand 44 opposite side of the stand 44.
- the aligned positioning plate 41 is by means of a dowel-type fastening screw 42 on the base or a ceiling of the Structure definable so that it and the associated stand 44 their position maintained.
- the stand 46 for a corner area of the masonry, 3 shows.
- the stand 46 is attached to a triangular tip and carries 47 elbows as a carrier.
- the spacer 30 can be on the wall wall thickness be cut to length and in its end faces threaded receptacles 34 and 37 wear.
- a spacer 30 is inserted Stop plate 35 screwed with threaded part 36, while in the area of External termination Sa a tip 38 is screwed with threaded part 39.
- the spacer 30 and the tip 38 have slots 32 for wedges 31 which the position of the wall plates 10a and 10i can be determined.
- the straightening rail 49 is used to create the layers of the masonry adjusted above, being fixed to higher-lying beams 45 and 47, i.e. is attached or suspended.
- reference numeral 20 indicates that here in the area of the joints a toothing via complementary toothing elements is made.
- the gearing can also be used with a Extend part of the joints, which can also be glued.
- slidable holders can also be attached to the attachment rail 48 53 be attached, the bottom layer of the wall panels with a hook 54 Underneath 10i of the inner termination Si and thus an aligned multi-point support form for the wall panels 10i.
- Spacers 30 connect the wall panels 10i and 10a of inner end Si and outer end Sa.
- Da on the Side of the external closure Sa the base B or a ceiling of the building none Offers mounting options for shelves 41 from stands 44 and 46, is the lowest layer of wall panels 10a of the outer closure Sa means height-adjustable lifting devices aligned with the lower edge of the Can reach under wall panels 10a and from the side of the inner end Si can be operated from.
- the other layers of wall panels 10a des External closure Sa can be made after making the lower layer of masonry easy to put on without adjustment.
- Fig. 7 also shows that before reinforcement 100 reinforcements 12 and Installation elements 11 and 13 introduced into the formwork S and fixed therein can be.
- the installation element 11 can be a box, inserted in a subsequently drilled hole 10d of the wall plate 10i has been.
- brackets as installation elements 13, e.g. Fix pipes and the like to ribs on the inside of the wall plate 10i. are the wall plates 10i and 10a on the inner sides facing each other Provide webs shaped like rows, columns or cassettes, then they are poured into the filling except for the base plate of the wall plate and involved.
- the uprights 46 take over with their angled pieces Beams 47 in the corner areas of the masonry to be created the same functions for the abutting attachment rails 48 and Straightening rails 49.
- the last upper layer of the masonry differs preferably from the lower layers in that the wall panels 10a of the outer finish Sa protrude by about the thickness of the following ceiling.
- 9 to 11 is a component that can be used as a wall plate 10a or 10i shown that in its dimensions length x height e.g. with 1.00 x 0.80 m can be selected or only a partial element with 0.20 x 0.20 m can be to assemble a wall plate 10i or 10a.
- the visible side a base plate 10aw is essentially flat and only carries recessed ones Predetermined breaking points 10c, which broke out when spacers 30 are inserted can be.
- the inside is provided with cassette-shaped webs 10s that the Determine the depth of the wall plate 10i or 10a.
- the webs 10s can Taper continuously towards the free ends and also with holes 10l be provided.
- the opposite sides of the wall plate 10i or 10a are provided with complementary toothing elements 20a and 20, which are convex and concave in the exemplary embodiment. Other Shapes are possible, these gearing elements, e.g. 20a too can only extend over part of the side of the wall plate 10c or 10a.
- FIG. 13 and 14 or 15 and 16 show exemplary embodiments for composite Wall panels that act as wall panels 10i and 10a for internal closure Si and external termination Sa can be used.
- the sub-elements 10q are strung together so that the complementary gear elements 20a and 20b each extend over the entire side of the assembled component.
- the component can also be composed of sub-elements 10r, which are located on the total width or height of the composite wall plate 10i or 10a extend.
- These sub-elements can have a flat outer base plate 10aw and have a spaced inner end plate 10iw through crossbars 10s are connected to each other to form the hollow block element.
- FIG. 17 and 18 show enlarged partial sections through an outer corner wall plate 10ea and an inner corner wall plate 10ei, both in the field of vision have a thin-walled, essentially flat base plate 10aw or 10iw, while the inside with cassette-shaped webs 10s are provided.
- the visible sides of the base plates 10aw to 10iw only wear the grid-like, distributed predetermined breaking points 10c.
- the wall panels 10a and 10i, the outer corner wall panels 10ea, the inner corner wall panels 10ei and the branch wall panels 10zw can be produced in various known processes, materials with a high K value and high strength are particularly preferred become.
- the wall panels can also be made of a frame made of a different material be enclosed, which is provided with the toothing elements.
- the construction depth of the wall panels can only be a part, e.g. 10% of the wall thickness include so that they are light enough stable and can be made easy to use at the construction site.
- the formwork S built up from the wall panels is after installation and Setting the filling part of the masonry. After removing the Holding device 40 and the spacer plates 35 and the tips 38 of the Spacers 30 can be the threaded receptacles 34 and 37 for attachment of scaffolding, facade or cladding elements and the like become.
Abstract
Description
Die Erfindung betrifft ein Verfahren zum Erstellen eines Mauerwerks mit vorgefertigten, auf die Baustelle gelieferten, großflächigen und dünnwandigen Mauerplatten, bei dem die Mauerplatten jeweils eine als Außenabschluss und als Innenabschluss des Mauerwerkes verwendete Schalung bilden, die beim Einbringen und bis zum endgültigen Abbinden einer in die Schalung in Schichten einbringbaren Füllmasse mittels einer Haltevorrichtung gehalten ist, wobei als Füllmasse körniges und/oder gemahlenes und mit Bindemittel versetztes Schüttgut verwendet wird, und eine Vorrichtung zur Durchführung des Verfahrens. The invention relates to a method for creating masonry with prefabricated, delivered to the construction site, large-area and thin-walled wall panels, in which the wall panels each have an outer finish and an inner finish of the masonry formwork used to form the and until the final setting of a layer that can be introduced into the formwork Filling compound is held by means of a holding device, being used as the filling compound granular and / or ground and mixed with binder bulk material used is, and an apparatus for performing the method.
Ein derartiges Verfahren ist aus der WO-A 93 24 711 bekannt. Dabei wird zunächst die Schalung über eine gesamte Stockwerkhöhe errichtet und stabil abgestützt und anschließend mit der nassen Füllmasse befüllt.Such a method is known from WO-A 93 24 711. This will start with the formwork is erected and stable over an entire floor height supported and then filled with the wet filling compound.
Aus der CH-A 242 111 ist ein Bauelement für die Erstellung eines Mauerwerkes bekannt, das auf der Sichtseite eines Außenabschlusses und eines Innenabschlusses eine im Wesentlichen ebene Oberfläche aufweist, die durch eine dünnwandige Grundwand gebildet ist und das auf der der Sichtseite abgekehrten Seite zeilen-, spalten- oder kassettenartig verlaufende Stege trägt.From CH-A 242 111 is a component for the construction of masonry known that on the visible side of an outer end and an inner end has a substantially flat surface, which by a thin-walled base wall is formed and that facing away from the visible side Side supports rows, columns or cassette-like webs.
Es sind auch sogenannte Schalungsbauelemente bekannt, die eine auf die gewünschte Mauerwandstärke abgestimmte Abmessung aufweisen und zwischen ihrer Außen- und Innenwand mit Querwänden abgeteilte Hohlräume bilden. Mit diesen Schalungsbausteinen wird das Mauerwerk vorzugsweise stockwerksindividuell aufgestellt und danach werden die Hohlräume mit Beton ausgegossen.So-called formwork components are known, which one to the desired Wall wall thickness have coordinated dimensions and between form cavities separated from their outer and inner walls with transverse walls. With In these formwork blocks, the masonry is preferably floor-specific set up and then the cavities are poured with concrete.
Mit diesen Schalungsbausteinen wird das Erstellen des Mauerwerks etwas erleichtert, der Nachteil dieses Verfahrens liegt jedoch darin, dass das Einbringen der Füllmasse keine in sich geschlossene Füllung mit hoher Festigkeit bringt und dass oft Fehistellen in der Füllung entstehen, wenn die einzubringende Füllmasse nicht die auf die kleinen Hohlräume abgestimmte Fließeigenschaft besitzt.With these formwork blocks, the construction of the masonry is somewhat easier, However, the disadvantage of this method is that it is introduced the filling compound does not bring a self-contained filling with high strength and that there are often imperfections in the filling when the filling material to be introduced does not have the flow properties tailored to the small cavities.
Es ist auch bekannt, das Mauerwerk mit vorgefertigten, einen Teil des Mauerwerks in Stockwerkshöhe umfassenden Bauteilen zu erstellen. Dabei sind in der Regel eine Vielzahl von individuell ausgelegten Bauteilen erforderlich, die auf der Baustelle mittels Kranen aufgestellt werden. Dabei bereiten oft die Stoßstellen der aufeinanderstoßenden Bauteile Probleme, die sich in einer nicht eindeutigen Verbindung auswirken. Das Mauerwerk kann mit derartigen Bauteilen sehr schnell erstellt werden. Es ist aber eine umfangreiche Planung erforderlich, um die erforderlichen Bauteile für das gewünschte Mauerwerk auszulegen und zu fertigen. Darüberhinaus ist auf der Baustelle ein kostenintensiver Maschinenpark bereitzustellen.It is also known to use prefabricated masonry, part of the masonry to create components at floor level. Here are in the As a rule, a large number of individually designed components required on the Construction site to be erected using cranes. The joints are often the cause of the colliding components problems that can be identified in an ambiguous Impact connection. The masonry can with such components very much can be created quickly. However, extensive planning is required to to lay out the necessary components for the desired masonry finished. In addition, there is a cost-intensive machine park on the construction site provide.
Es ist Aufgabe der Erfindung, ein Verfahren und eine Vorrichtung zur Durchführung des Verfahrens zu schaffen, die eine schnelle und kostengünstige Erstellung eines verbesserten Mauerwerks ermöglichen, wobei einfache, ohne Vorplanung vorgefertigte Bauelemente mit einfachen Vorrichtungseinrichtungen verwendet werden können.It is an object of the invention to provide a method and an apparatus for carrying it out of the process to create a quick and allow inexpensive creation of improved masonry, where simple, prefabricated components without pre-planning with simple fixtures can be used.
Das Verfahren und die Vorrichtung nach der Erfindung sind durch die Merkmale des Anspruches 1 bzw. 16 gekennzeichnet.The method and the device according to the invention are characterized by the features of claims 1 and 16, respectively.
Die einheitlich ausgebildeten Mauerplatten dienen nicht nur als Schalung, sie sind nach dem Einbringen und Abbinden der Füllmasse Teil des Mauerwerks und bilden zwischen dem Außen- und Innenabschluss eine durchgehende feste Füllung mit hoher Festigkeit. Durch die unmittelbar vor dem Einbringen der Füllung vorgenommene Zufuhr und Mischung des trockenen Schüttgutes mit Wasser kann die Füllmasse so zähflüssig ausgelegt werden, dass sie nach dem schichtweisen Einbringen keine hohe Schubkraft auf die als Schalung verwendeten Mauerplatten ausübt. Darüberhinaus ist auch der Abbindevorgang so abkürzbar, dass bei einer drei- oder vierlagigen Bauweise pro Stockwerk nach Fertigstellung einer Lage sofort mit der Erstellung der nächsten Lage weitergearbeitet werden kann. The uniformly designed wall panels not only serve as formwork, they are part of the masonry and after the filling material has been introduced and set form a continuous solid filling between the outer and inner ends with high strength. By immediately before the filling is introduced feed and mixing of the dry bulk material with water the filling compound can be designed to be viscous so that after layering Do not apply high thrust to the formwork used Wall panels exercises. In addition, the setting process can be shortened so that with a three- or four-layer construction per floor after completion one layer can be continued immediately with the creation of the next layer can.
Vorteilhafte Ausgestaltungen des Verfahrens sind den Unteransprüchen 2 bis 15 und 30 bis 41 sowie der Beschreibung von Ausführungsbeispielen zu entnehmen, während Ausgestaltungen der Vorrichtung in den Unteransprüchen 17 bis 29 angegeben sind.Advantageous embodiments of the method are subclaims 2 to 15 and 30 to 41 and the description of exemplary embodiments, during refinements of the device in subclaims 17 to 29 are specified.
Die Ständer lassen sich mit den Höhenjustiereinrichtungen der Stellplatte vertikal ausrichten und horizontal gegenüber der Basis oder einer Decke des Bauwerks so einstellen, dass die an den Ständern angebrachten Träger für die Ansetzschiene und die Richtschiene horizontal ausgerichtete Bezugselemente bilden. Die zwischen den Ansetz- und Richtschienen gehaltenen Mauerplatten sind eindeutig ausrichtbar, so daß die Mauerplatten für weitere Lagen nach dem Erstellen der ersten Lage des Mauerwerks ohne weitere Justierarbeit aufgestellt und gehalten werden.The stands can be adjusted vertically using the height adjustment devices on the positioning plate align and horizontally opposite the base or ceiling of the structure adjust so that the supports for the attachment rail are attached to the stands and the guide rail horizontally aligned reference elements form. The wall panels held between the attachment and alignment rails are clearly adjustable, so that the wall panels for further layers after Creation of the first layer of masonry erected without further adjustment work and be held.
Die Grundwand der Mauerplatte bildet die Sichtseite und die Stege bringen eine ausreichende Festigkeit für die Mauerplatte, wobei die Zwischenräume zwischen den Stegen mit der Füllmasse ausgefüllt werden, wenn diese in die mit diesen Bauelementen aufgestellte Schalung eingebracht wird. Die Mauerplatten für den Außen- und Innenabschluss des Mauerwerks sind dabei identisch ausgebildet und lediglich um 180 % verdreht für die Schalung verwendet. Über spezielle Außeneck- und Inneneck-Mauerplatten sowie spezielle Abzweig-Mauerplatten werden die Gestaltungsvariationen für das Mauerwerk noch wesentlich erweitert.The base wall of the wall plate forms the visible side and the webs bring one sufficient strength for the wall plate, the gaps between the webs are filled with the filling compound, if this in the with these Components installed formwork is introduced. The wall panels for the The outer and inner ends of the masonry are identical and only twisted by 180% for the formwork. About special Outside corner and inside corner wall panels as well as special branch wall panels the design variations for the masonry are significantly expanded.
Die Erfindung wird anhand von in den Zeichnungen dargestellten Ausführungsbeispielen näher erläutert. Es zeigen:
- Fig. 1
- ein Schema einer für einen Teil eines Mauerwerks erstellten Schalung,
- Fig. 2
- einen Ständer als Teil einer Haltevorrichtung für ein durchgehendes Mauerwerk,
- Fig. 3
- einen Ständer als Teil der Haltevorrichtung im Eckbereich eines Mauerwerks,
- Fig. 4
- die Innenansicht eines dreilagigen Mauerwerks mit Haltevorrichtung,
- Fig. 5
- einen Teilschnitt entlang der Linie V-V der Fig. 4,
- Fig. 6
- einen Teilschnitt entlang der Linie VI-VI der Fig. 4,
- Fig. 7
- einen Querschnitt durch das teilweise erstellte Mauerwerk mit Schalung und Haltevorrichtung,
- Fig. 8
- eine Innenansicht eines Mauerwerks mit rechtwinklig aufeinanderstoßenden Wänden,
- Fig. 9
- die Ansicht auf die Innenseite eines Bauelementes,
- Fig. 10
- ein Schnitt entlang der Linie X-X der Fig. 9,
- Fig. 11
- einen Schnitt entlang der Linie XI-XI der Fig. 9,
- Fig. 12
- einen Abstandshalter für den Außen- und Innenabschluß in Seitenansicht,
- Fig. 13
- eine Teilansicht auf die Innenseite eines aus Teilelementen zusammengesetzten Bauelements mit kassettenartig angeformten Stegen,
- Fig. 14
- eine Ansicht auf die Unterkante des Bauelements nach Fig. 13,
- Fig. 15
- eine Teilansicht auf die Innenseite eines als Hohlblock ausgebildeten Bauelementes,
- Fig. 16
- eine Ansicht auf die Unterkante des Bauelementes nach Fig. 15,
- Fig. 17
- einen vergrößerten Teilschnitt einer Außeneck-Mauerplatte und
- Fig. 18
- einen vergrößerten Teilschnitt einer Inneneck-Mauerplatte.
- Fig. 1
- a diagram of a formwork created for part of a masonry,
- Fig. 2
- a stand as part of a holding device for continuous masonry,
- Fig. 3
- a stand as part of the holding device in the corner area of masonry,
- Fig. 4
- the inside view of a three-layer masonry with holding device,
- Fig. 5
- 4 shows a partial section along the line VV in FIG. 4,
- Fig. 6
- 4 shows a partial section along the line VI-VI of FIG. 4,
- Fig. 7
- a cross section through the partially created masonry with formwork and holding device,
- Fig. 8
- an interior view of a masonry with right-angled walls,
- Fig. 9
- the view of the inside of a component,
- Fig. 10
- a section along the line XX of Fig. 9,
- Fig. 11
- 7 shows a section along the line XI-XI of FIG. 9,
- Fig. 12
- a spacer for the outer and inner closure in side view,
- Fig. 13
- 2 shows a partial view of the inside of a component composed of partial elements with webs shaped like cassettes,
- Fig. 14
- 13 shows a view of the lower edge of the component according to FIG. 13,
- Fig. 15
- 2 shows a partial view of the inside of a component designed as a hollow block,
- Fig. 16
- 15 shows a view of the lower edge of the component according to FIG. 15,
- Fig. 17
- an enlarged partial section of an outer corner wall plate and
- Fig. 18
- an enlarged partial section of an inner corner wall plate.
Gemäß dem Verfahren nach der Erfindung wird zum Erstellen eines Mauerwerks
mit vorgefertigten, dünnwandigen Mauerplatten 10a und 10i eine Schalung S
erstellt. Dabei können die Mauerplatten 10a des Außenabschlusses Sa und die
Mauerplatten 10i des Innenabschlusses Si identisch ausgebildet und nur um
180° verdreht zum Aufbau der Schalung S verwendet werden. Die Mauerplatten
10a und 10i sind in Fig. 1 nur schematisch dargestellt und bestimmen mit
ihren Sichtseiten die Mauerwandstärke. In horizontaler Richtung können die
Mauerplatten 10a und 10i z.B. eine Abmessung von 1 m haben, während die
Höhe der Mauerplatten 10a und 10i sich nur über einen Bruchteil der
Stockwerkhöhe erstrecken, z.B. ¼ bis 1/3, so daß das Mauerwerk in vier oder
drei Lagen erstellt wird.According to the method according to the invention, a formwork S is created to create masonry with prefabricated, thin-
Zur Vereinfachung der Schalung können auch Außeneck-Mauerplatten 10ea und Inneneck-Mauerplatten 10ei vorgefertigt werden, die nur eine im Wesentlichen ebene Sichtseite aufweisen können, während ihre einander zugekehrten Innenseiten Stege oder dgl. tragen können.To simplify the formwork, outer corner wall panels 10ea and Inner corner wall panels 10ei are prefabricated, which is essentially only one can have flat visible side, while their mutually facing inner sides Can carry webs or the like.
Wie die Fig. 1 zeigt, können auch Zwischenwände abgezweigt werden, wenn an der Abzweigung zwei Inneneck-Mauersteine 10ei als Schalungselemente verwendet werden. Der Abzweig kann auch mit einem auf die Mauerwandstärke der Zwischenwand abgestimmten Abzweig-Mauerstein 10zw vorgenommen werden, wie er in Fig. 1 gezeigt ist. As FIG. 1 shows, partition walls can also be branched off if used at the junction two inside corner bricks 10ei as formwork elements become. The branch can also be used with a wall thickness the branch wall matched branch brick 10zw as shown in Fig. 1.
Die Mauerplatten 10a und 10i, die Außeneck-Mauerplatten 10ea, die Inneneck-Mauerplatten
10ei und die Abzweig-Mauerplatten 10zw haben eine Bautiefe, die
nur etwa 10% der Mauerwandstärke einnehmen und sich daher nur über wenige
Zentimeter erstrecken. Dies hat auch den Vorteil, daß diese Bauelemente
noch leicht zu handhaben sind und daß diese Bauelemente leicht zur Schalung
von Restflächen geschnitten werden können.The
Weist das Mauerwerk Ausnehmungen AN für Türen, Fenster und dgl. auf, dann werden der Außenabschluß Sa und der Innenabschluß Si im Bereich der Ausnehmung AN mit Abschluß-Mauerplatten 10ab verbunden. Dabei können die Abschluß-Mauerplatten 10ab zwischen den Außenabschluß Sa und den Innenabschluß Si eingesetzt oder auf beide aufgesetzt werden, wie der Fig. 1 zu entnehmen ist.If the masonry has recesses AN for doors, windows and the like, then the outer termination Sa and the inner termination Si in the region of the recess AN connected to final wall panels 10ab. The End wall panels 10ab between the outer end Sa and the inner end Si used or placed on both, as shown in FIG. 1 can be seen.
Ist eine Lage des Mauerwerks eines Stockwerks als Schalung S vorgegeben, dann wird Schüttung mit Bindemittel trocken in den Bereich des Mauerwerks gefördert und unmittelbar vor dem Einbringen in die Schalung S mit Wasser vermischt. Dabei kann die Wasserzugabe auf ein zum Abbinden der verwendeten Füllung notwendiges Maß reduziert werden. Dies hat den Vorteil, daß die schichtweise in die Schalung S eingebrachte Füllung schnell abbindet und keine große Schubkraft auf die verwendeten Mauerplatten ausüben kann.If a position of the masonry of a floor is specified as formwork S, then fill with binder becomes dry in the area of the masonry promoted and mixed with water immediately prior to introduction into the formwork S. The water addition can be used to set the used Filling necessary measure can be reduced. This has the advantage that the The filling introduced in layers in the formwork S quickly sets and none can exert great thrust on the wall panels used.
Als Material für das Schüttgut wird ein Granulat mit einer Korngröße von 4 bis
10 mm oder entsprechendes Mahlgut möglichst mit hohem K-Wert verwendet
wird, z.B. Kugeln aus Holzspänen, Sägemehl, gepreßtem Papier, Blähton, Ton
und dgl. Als Bindemittel wird ein schnellhärtendes Bindemittel, vermischt mit
gemahlenem Ton mit einer Korngröße bis 2 mm, bevorzugt. A granulate with a grain size of 4 to is used as the material for the
Die Mauerplatten werden bevorzugt als vorgefertigte, gebrannte Schalungsziegel ausgebildet, wobei als Material Blähton, Ton, Kalk, Kalkstein, Kunststoff, Preßspan sowie Kombinationen dieser Materialien verwendbar sind.The wall panels are preferred as prefabricated, fired formwork bricks trained, the material being expanded clay, clay, lime, limestone, plastic, Pressboard and combinations of these materials can be used.
Bevor die Füllung in die Schalung eingebracht wird, können in die Schalung beliebige Installationselemente eingesetzt und eingebaut werden, die dann in der Füllung eingegossen werden.Before the filling is placed in the formwork, any can be placed in the formwork Installation elements are used and installed, which then in the Filling to be poured.
Damit die für die Schalung S verwendeten Mauerplatten 10a, 10i, 10ea, 10ei,
10zw und 10ab ihre auf das zu erstellende Mauerwerk vorgesehenen Positionen
beibehalten, ist beim Einbringen und Abbinden der Füllung eine Haltevorrichtung
40 erforderlich.So that the
Wie die Fig. 2 und 3 zeigen, sind als wesentliche Elemente der Haltevorrichtung
40 ein vertikal ausrichtbarer Ständer 44 für eine durchgehende Wand und ein
Ständer 46 für einen Eckbereich des Mauerwerks vorgesehen. Dabei können die
Ständer 44 und 46 auch aus Teilen vertikal zusammengesteckt sein, die sich
über die Höhe einer Mauerplatte erstrecken.2 and 3 show, are as essential elements of the holding device
40 a vertically
Der Ständer 44 für eine durchgehende Wand ist in der Mitte einer Dreieckseite
einer dreieckigen Stellplatte 41 angebracht, die als Rahmenkonstruktion ausgebildet
und mittels drei, als Stellspindeln ausgebildeten Höhenjustiereinrichtungen
43 horizontal ausrichtbar ist. Die Stellspindeln sind in den Ecken der Stellplatte
41 vertikal verstellbar. An dem Ständer 44 sind im Abstand der Höhe der
Mauerplatten horizontale, als Profilabschnitte ausgebildete Träger 45 angebracht
und zwar auf der der Befestigungsstelle zwischen Stellplatte 41 und Ständer 44
abgekehrten Seite des Ständers 44. Die ausgerichtete Stellplatte 41 ist mittels
einer verdübelbaren Befestigungsschraube 42 an der Basis oder einer Decke des
Bauwerks festlegbar, damit sie und der damit verbundene Ständer 44 ihre Stellung
beibehalten.The
Dasselbe gilt auch für den Ständer 46 für einen Eckbereich des Mauerwerks,
wie Fig. 3 zeigt. Der Ständer 46 ist dabei an einer Dreieckspitze angebracht und
trägt als Träger 47 Winkelstücke.The same applies to the
Mit den untersten Trägern 45 und 47 der Ständer 44 und 46 sind im Bereich
der Mauerplatten 10i des Innenabschlusses Si Ansetzschienen 48 eingehängt
oder aufgeschoben, die nach der Einjustierung der Stellplatten 41 horizontal
ausgerichtet sind. Auf der Ansetzschiene 48 sind Halter 50 axial verstellbar, wie
die Fig. 4 und 5 zeigen. Dabei können die Halter 50 auf Sollbruchstellen 10c der
Mauerplatten 10i eingestellt werden, so daß Abstandshalter 30 durch eine Bohrung
in einem Flansch 51 des Halters 50 und einer Sollbruchstelle 10c der
Mauerplatte 10i des Innenabschlusses Si und eine Sollbruchstelle in der nicht
dargestellten Mauerplatte 10a des Außenabschlusses Sa eingeführt werden
kann. Wie die Fig. 12 zeigt, kann der Abstandshalter 30 auf die Mauerwandstärke
abgelängt sein und in seinen Stirnseiten Gewindeaufnahmen 34 und 37
tragen. Im Bereich des Innenabschlusses Si wird in den Abstandshalter 30 eine
Anschlagplatte 35 mit Gewindeteil 36 eingeschraubt, während im Bereich des
Außenabschlusses Sa eine Spitze 38 mit Gewindeteil 39 eingeschraubt wird.
Der Abstandshalter 30 und die Spitze 38 tragen Schlitze 32 für Keile 31, mit
denen die Position der Mauerplatten 10a und 10i festgelegt werden können.With the
Die Richtschiene 49 wird mit dem Herstellen der Lagen des Mauerwerks nach
oben verstellt, wobei sie an höher liegenden Trägern 45 bzw. 47 festgelegt,
d.h. ein-gehängt oder aufgeschoben wird. Wie Fig. 6 zeigt, wird der obere
Bereich der
Montageplatten 10i mit einfachen Klammern 56 an der Richtschiene 49 gehalten.
Im Gefüge der Mauerplatten 10i zeigt das Bezugszeichen 20 an, daß hier
im Bereich der Stoßstellen eine Verzahnung über komplementäre Verzahnungselemente
vorgenommen ist. Dabei kann sich die Verzahnung auch mit über einen
Teil der Stoßstellen erstrecken, die zusätzlich verklebt sein können.The straightening
Wie die Fig. 7 zeigt, können an der Ansetzschiene 48 auch verschiebbare Halter
53 angebracht sein, die mit einem Haken 54 die unterste Lage der Mauerplatten
10i des Innenabschlusses Si untergreifen und so eine ausgerichtete Mehrpunktauflage
für die Mauerplatten 10i bilden. Abstandshalter 30 verbinden die Mauerplatten
10i und 10a von Innenabschluß Si und Außenabschluß Sa. Da auf der
Seite des Außenabschlusses Sa die Basis B oder eine Decke des Bauwerks keine
Befestigungsmöglichkeit für Stellplatten 41 von Ständern 44 bzw. 46 bietet,
wird die unterste Lage von Mauerplatten 10a des Außenabschlusses Sa mittels
höhenverstellbarer Hebeeinrichtungen ausgerichtet, die die Unterkante der
Mauerplatten 10a untergreifen können und von der Seite des innenabschlusses
Si aus bedient werden können. Die weiteren Lagen von Mauerplatten 10a des
Außenabschlusses Sa können nach Herstellung der unteren Lage des Mauerwerks
einfach ohne Justagemöglichkeit aufgesetzt werden.As FIG. 7 shows, slidable holders can also be attached to the
Fig. 7 zeigt auch, daß vor dem Einbringen der Füllung 100 Bewehrungen 12 und
Installationselemente 11 und 13 in die Schalung S eingebracht und darin festgelegt
werden können. Dabei kann das Installationselement 11 eine Dose sein,
die in eine nachträglich eingebrachte Bohrung 10d der Mauerplatte 10i eingesetzt
worden ist. Mit Klammern als Installationselemente 13 lassen sich z.B.
Rohre und dgl. an Rippen auf der Innenseite der Mauerplatte 10i festlegen. Sind
die Mauerplatten 10i und 10a auf den einander zugekehrten Innenseiten mit
zeilen-, spalten- oder kassettenartig angeformten Stegen versehen, dann
werden diese bis auf die Grundplatte der Mauerplatte in die Füllung eingegossen
und eingebunden.Fig. 7 also shows that before
Wie Fig.8 zeigt, übernehmen die Ständer 46 mit ihren als Winkelstück ausgebildeten
Trägern 47 in den Eckbereichen des zu erstellenden Mauerwerks
dieselben Funktionen für die aufeinanderstoßenden Ansetzschienen 48 und
Richtschienen 49. Die letzte obere Lage des Mauerwerks unterscheidet sich
vorzugsweise darin von den tieferliegenden Lagen, daß die Mauerplatten 10a
des Außenabschlusses Sa etwa um die Stärke der folgenden Decke vorstehen.As shown in FIG. 8, the
In den Fig. 9 bis 11 ist ein als Mauerplatte 10a bzw. 10i verwendbares Bauelement
gezeigt, das in seinen Abmessungen Länge x Höhe z.B. mit 1,00 x
0,80 m gewählt sein kann oder aber auch nur ein Teilelement mit 0,20 x 0,20
m zum Zusammensetzen einer Mauerplatte 10i bzw. 10a sein kann. Die Sichtseite
einer Grundplatte 10aw ist im wesentlichen eben und trägt nur vertiefte
Sollbruchstellen 10c, die beim Einsetzen von Abstandshaltern 30 ausgebrochen
werden können.9 to 11 is a component that can be used as a
Die Innenseite ist mit kassettenartig angeformten Stegen 10s versehen, die die
Bautiefe der Mauerplatte 10i bzw. 10a bestimmen. Die Stege 10s können sich
zu den freien Enden hin kontinuierlich verjüngen und zusätzlich mit Bohrungen
10l versehen sein. Die einander gegenüberliegenden Seiten der Mauerplatte 10i
bzw. 10a sind mit komplementären Verzahnungselementen 20a und 20 versehen,
die im Ausführungsbeispiel konvex und konkav gewölbt sind. Andere
Formen sind möglich, wobei sich diese Verzahnungselemente, z.B. 20a auch
nur über einen Teil der Seite der Mauerplatte 10c bzw. 10a erstrecken können. The inside is provided with cassette-shaped
Die Fig. 13 und 14 bzw. 15 und 16 zeigen Ausführungsbeispiele für zusammengesetzte
Mauerplatten, die als Mauerplatten 10i und 10a für Innenabschluß
Si und Außenabschluß Sa verwendbar sind. Dabei weisen beim Ausführungsbeispiel
nach Fig. 13 und 14 die Teilelemente 10q schon kassettenartig angeformte
Stege 10s auf und sind im Bereich ihrer Stroßstellen miteinander verzahnt,
wie das Bezugszeichen 20 andeutet. Die Teilelemente 10q sind so aneinandergereiht,
daß sich die komplementären Verzahnungselemente 20a und 20b
jeweils über die gesamte Seite des zusammengesetzten Bauelementes erstrecken.13 and 14 or 15 and 16 show exemplary embodiments for composite
Wall panels that act as
Wie am Ausführungsbeispiel nach Fig. 15 und 16 gezeigt ist, kann das Bauelement
auch über Teilelemente 10r zusammengesetzt sein, die sich über die
gesamte Breite oder Höhe der zusammengesetzten Mauerplatte 10i bzw. 10a
erstrecken. Diese Teilelemente können eine ebene äußere Grundplatte 10aw
und eine beabstandete innere Abschlußplatte 10iw aufweisen, die durch Querstege
10s miteinander zum Hohlblockelement verbunden sind. Dabei können die
Stege 10w an der inneren Grundplatte 10iw abstehen und in einem Wulst 10v
enden, der das Anbringen von Installationselementen erleichtert.15 and 16, the component can
also be composed of sub-elements 10r, which are located on the
total width or height of the
Die Fig. 17 und 18 zeigen vergrößerte Teilschnitte durch eine Außeneck-Mauerplatte
10ea und eine Inneneck-Mauerplatte 10ei, die beide im Sichtbereich
eine dünnwandige, im wesentlichen ebene Grundplatte 10aw bzw. 10iw aufweisen,
während die Innenseiten mit kassettenartig angeformten Stegen 10s
versehen sind. Die Sichtseiten der Grundplatten 10aw bis 10iw tragen lediglich
die rasterartig verteilten vertieften Sollbruchstellen 10c.17 and 18 show enlarged partial sections through an outer corner wall plate
10ea and an inner corner wall plate 10ei, both in the field of vision
have a thin-walled, essentially flat base plate 10aw or 10iw,
while the inside with cassette-shaped
Es bleibt noch zu erwähnen, daß die Mauerplatten 10a und 10i, die Außeneck-Mauerplatten
10ea, die Inneneck-Mauerplatten 10ei und die Abzweig-Mauerplatten
10zw in verschiedenen bekannten Verfahren hergestellt werden können,
wobei besonders Materialien mit hohem K-Wert und hoher Festigkeit bevorzugt
werden. Die Mauerplatten können auch von einem Rahmen aus anderem Material
umschlossen sein, der mit den Verzahnungselementen versehen ist.It remains to be mentioned that the
Die Bautiefe der Mauerplatten kann nur einen Teil, z.B. 10 %, der Mauerwandstärke
umfassen, so daß diese mit geringem Gewicht ausreichend stabil
und leicht handhabbar an der Baustelle zur Verfügung gestellt werden können.
Die aus den Mauerplatten aufgebaute Schalung S ist nach dem Einbringen und
Abbinden der Füllung Bestandteil des Mauerwerks. Nach dem Entfernen der
Haltevorrichtung 40 und den Abstandsplatten 35 und der Spitzen 38 von den
Abstandshaltern 30 können dessen Gewindeaufnahmen 34 und 37 zum Anbringen
von Gerüsten, Fassaden- oder Verkleidungselementen und dgl. verwendet
werden.The construction depth of the wall panels can only be a part, e.g. 10% of the wall thickness
include so that they are light enough stable
and can be made easy to use at the construction site.
The formwork S built up from the wall panels is after installation and
Setting the filling part of the masonry. After removing the
Claims (41)
- Method for building a body of masonry with pre-fabricated, large surface area and thin-walled wall panels, which are delivered to the building site and in which the wall panels respectively form a shuttering (S) used as the exterior edge (Sa) and as the interior edge (Si) of the body of masonry, said shuttering being retained by means of a retaining device (40) upon introduction of and up to the eventual setting of a filling material, which can be introduced into the shuttering (S) in layers, granular and/or ground bulk material and bulk material mixed with binder being used as the filling material,
characterised in that
the bulk material is conveyed to the body of masonry to be built in a dry state,
in that the retaining device (40) is constructed by adjustment plates (41) being aligned horizontally and mounted on a base or ceiling of a building, on which adjustment plates vertical stanchions (44, 46) are fixed with bearers (45, 47) in order to receive an attachment rail (48) and a scaffold rail (49), the attachment rail (48) being attached to the lowermost bearers (45, 47) and the scaffold rail (49) being attached to the bearers (45, 47) situated higher up,
in that the shuttering (S) is constructed for a first layer to be built, the layer corresponding to a fraction of the height of one storey,
in that that filling material is mixed with water directly at the body of masonry to be built and is then introduced into the built and retained shuttering (S),
and in that the following layers of the body of masonry are produced by layer-wise extension of the shuttering (S) and increasing the height of the scaffold rails (49) by attaching to the bearers (45, 47), which are located higher up, with subsequent introduction of bulk material wetted with water until the body of masonry is completed. - Method according to claim 1,
characterised in that
the bulk material and the binder are delivered pre-mixed to the building site or are pre-mixed there. - Method according to claim 1,
characterised in that
the bulk material and the binder are delivered separately to the building site and are mixed together with water which is supplied. - Method according to one of the claims 1 to 3,
characterised in that
the wall panels (10a and 10i), which are used as the exterior edge (Sa) and the interior edge (Si) are retained by means of spacers (30) at the exterior spacing corresponding to the desired wall thickness. - Method according to one of the claims 1 to 4,
characterised in that,
before introducing the filling material into the shuttering (S) and the wall panels (10a, 10i) of the exterior and/or interior edge (Sa, Si), installation elements (11) and/or reinforcements (12) are introduced and fixed. - Method according to one of the claims 1 to 5,
characterised in that
the shuttering (S) in the region of the wall corners is constructed from exterior corner wall panels (10ea) and interior corner wall panels (10ei). - Method according to one of the claims 1 to 6,
characterised in that
the shuttering (S) in the branching-off region of intermediate walls is constructed from branch wall panels (10zw) or two interior corner wall panels (10ei). - Method according to one of the claims 1 to 7,
characterised in that
the exterior edge (Sa) is formed from wall panels (10a) which extend over the height of one storey, whilst the interior edge (Si) is formed from wall panels (10i) which extend only over a fraction (for example 1/4 to 1/3) of the height of one storey. - Method according to one of the claims 1 to 8,
characterised in that
the exterior edge (Sa) and the interior edge (Si) are provided with recesses (AN) for windows, doors and the like, which recesses are aligned with respect to each other, and
in that in the region of these recesses (AN) the wall panels (10a, 10i) of the exterior edge (Sa) and of the interior edge (Si) are connected to each other by means of wall edge panels (10ab) which are placed in or placed on said edges. - Method according to claim 9,
characterised in that
the wall panels (10a, 10i), the exterior corner wall panels (10ea), the interior corner wall panels (10ei), the branch wall panels (10zw) and the wall edge panels (10ab) are interlocked and/or glued at their points of abutment, at least partially engaging in each other. - Method according to one of the claims 1 to 10,
characterised in that
identical wall panels (10a, 10i) are used for the exterior edge (Sa) and the interior edge (Si) but are inserted into the shuttering (S) rotated by 180°. - Method according to one of the claims 1 to 11,
characterised in that
a granulate is used as bulk material, having a grain size of 4 to 10 mm, and/or recyclable ground material and/or bio-material of a corresponding size (for example, beads made of wood chips, sawdust, pressed paper, swelling clay, clay, dried loam and the like) and a fast-hardening binder which is mixed with ground clay and has a particle size of up to 2 mm. - Method according to one of the claims 9 to 14,
characterised in that
the wall panels (10a, 10i), the exterior corner wall panels (10ea), the interior corner wall panels (10ei), the branch wall panels (10zw) and the wall edge panels (10ab) are produced as shuttering bricks. - Method according to claim 13,
characterised in that
swelling clay, clay, foamed glass, lime, lime sand, plastic material, pressboard or a combination of these materials is used for the shuttering bricks. - Method according to one of the claims 1 to 14,
characterised in that
the wall edge panels (10ab) and the remaining faces of the exterior edge (Sa) and of the interior edge (Si) are cut out of the uniform wall panels (10a, 10i). - Device for implementing the method according to one of the claims 1 to 3,
a retaining device (40) being provided with vertical stanchions (44, 46) which are mounted on an adjustment plate (41);
the adjustment plate (41) being connectable to the base (B) or a ceiling of a building;
in order to build a shuttering (S) wall panels being provided as interior edge (Si) and exterior edge (Sa);
on the stanchions (44, 46) at spacings which are adapted to the height of the wall panels (10i) used as the interior edge (Si) there being attached bearers (45, 47) for a horizontal attachment rail (48) and displaceable scaffold rails (49),
and spacers (30) being provided for connecting the wall panels (10a) of the exterior edge (Sa) to the wall panels (10i) of the interior edge (Si),
characterised in that
the adjustment plate (41) is horizontally alignable by means of height adjustment devices (43),
in that the height of the wall panels is a fraction of the height of one storey,
in that hooks (54) of holders (53) are provided for mounting the wall panels (10i) of the interior edge (Si) by their lower edges,
in that clamps (56) are provided on the displacable scaffold rails (49) for holding the upper edge regions of the wall panels (10i) of the interior edge (Si), and
in that a mixing device is provided for mixing the bulk material mixed with binder and used for a filling material, which can be introduced into the shuttering, and the binder and for wetting with water. - Device according to claim 16,
characterised in that
there are also provided interior corner wall panels (10ei) and branch wall panels (10zw). - Device according to claim 16 or 17,
characterised in that
the stanchions (44, 46) are adapted in height to the height of the wall panels (10i) and can be inserted vertically together. - Device according to one of the claims 16 to 18,
characterised in that
the attachment rails (48) and the scaffold rails (49) are configured as U-profile portions or square hollow profile portions which can be suspended on the horizontally aligned bearers (45, 47) of the stanchions (44, 46) or can be pushed onto the latter. - Device according to one of the claims 16 to 19,
characterised in that
the holders (50, 53) are axially displaceable on the attachment rails (48). - Device according to one of the claims 16 to 20,
characterised in that
the adjustment plate (41) has a triangular configuration and
in that the stanchion (44) is fixed on the adjustment plate (41) in the middle of a triangular side for continuous walls. - Device according to one of the claims 16 to 21,
characterised in that
the adjustment plate (41) has a triangular configuration and
in that the stanchion (46) is attached to the tip of the triangle of the adjustment plate (41) for a body of masonry which abuts together at right angles. - Device according to one of the claims 16 to 22,
characterised in that
the height adjustment devices (43), which are configured as adjustment spindles, are disposed in the corner regions of the adjustment plate (41) so as to be vertically displaceable, and
in that the adjustment plate (41) has a receiving means for an attachment screw (42) which can be connected to the base (B) or a ceiling of the building and be dowelled. - Device according to one of the claims 16 to 23,
characterised in that
the stanchions (44, 46) have a round or quadratic cross-section and in that the bearers (45, 47) for the attachment rails (48) and the scaffold rails (49) are attached on the oppositely-situated side of the stanchion (44, 46) to the attachment point between the stanchion (44, 46) and the adjustment plate (41). - Device according to one of the claims 16 to 24,
characterised in that
the adjustment plate (41) is configured as a frame construction. - Device according to one of the claims 16 to 25,
characterised in that
the wall panels (10a) forming the exterior edge (Sa) and external corner wall panels (10ea) are horizontally alignable by means of a lifting device which engages underneath the lower edges of the same. - Device according to one of the claims 16 to 26,
characterised in that,
in order to mix the bulk material and the binder in the mixing device positioned at the body of masonry to be built, the bulk material and binder can be supplied in a dry state,
in that the bulk material and the binder can be divided in the mixing device into at least two filling material flows, and
in that the water necessary for initiating the setting can be supplied to the filling material streams, which are guided together again, via a fresh water supply. - Device according to claim 27,
characterised in that
the bulk material and the binder is suppliable via a common supply pipe to the mixing device which is configured to be movable. - Device according to one of the claims 16 to 28,
characterised in that
the spacer (30) is adapted in its length to the exterior spacing of the exterior edge (Sa) and of the interior edge (Si) and is provided with threaded receiving means (34, 37) at its edges,
in that there can be screwed into the threaded receiving means (34, 37) a stop plate (35) with threaded part (36) orientated towards the interior edge (Si) and an introduction tip (38) with threaded part (39) orientated towards the exterior edge (Sa), and
in that the spacers (30) and the introduction tip (38) are provided with slots (32) for wedges (31) which can be used for fixing the interior edge (Si) and the exterior edge (Sa) on the spacer (30). - Method according to one of the claims 1 to 15, in which a construction element is used as the interior edge (Si) or as the exterior edge (Sa), said construction element having a substantially flat surface on the visible side of the exterior edge (Sa) and of the interior edge (Si), which surface is formed by a thin-walled base wall (10aw), and
in that, on the side orientated away from the visible side, said construction element carries webs (10s) which extend in a strip-like, array-like or coffered manner. - Method according to claim 30,
characterised in that
the wall panels (10a) and - if present - the exterior corner wall panels (10ea) of the exterior edge (Sa) and also the wall panels (10i) and - if present - the interior corner wall panels (10ei) and the branch wall panels (10zw) of the interior edge (Si) are prefabricated respectively as a one-piece construction element (10) or respectively as construction elements composed of a plurality of part elements (10q). - Method according to claim 30 or 31,
characterised in that
the edges, which are situated opposite each other respectively, of the part elements or construction elements, which have a quadratic or rectangular configuration, are provided with complementary interlocking elements (20a, 20b) which are adapted to each other. - Method according to claim 32,
characterised in that
the raised interlocking elements (20a) extend only across a part of the edge of the part element (10q) or construction element (10). - Method according to one of the claims 30 to 33,
characterised in that
the webs (10s) taper conically towards the free edges. - Method according to one of the claims 30 to 34,
characterised in that
the webs (10s) are provided with transverse borings (10l). - Method according to one of the claims 30 to 35,
characterised in that
the free edges of the webs (10s) terminate as a bead (10v). - Method according to one of the claims 30 to 36,
characterised in that
the webs (10s) are disposed only in a strip-like or array-like manner and the construction element (10) or part element (10q), orientated away from its visible side, is configured with an internal thin-walled edge wall (10iw) as a hollow block wall panel (10). - Method according to claim 37,
characterised in that
the hollow block wall panel (10) is provided on the side (10r) orientated away from the visible side with additional webs (10w). - Method according to one of the claims 30 to 38,
characterised in that
the base wall (10aw) and possibly the edge wall (10iw) is/are provided with pre-determined breaking points to put in receiving means for the spacers (30). - Method according to one of the claims 30 to 39,
characterised in that
the horizontal and vertical sides of the construction element are surrounded by a frame which has interlocking elements (20a, 20b). - Method according to one of the claims 30 to 40,
characterised in that
the total construction depth of the construction element in the direction of the exterior wall thickness is only approximately 10% of the exterior wall thickness.
Applications Claiming Priority (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19717435 | 1997-04-25 | ||
DE19717435 | 1997-04-25 | ||
DE19801931 | 1998-01-20 | ||
DE19801931 | 1998-01-20 | ||
DE19812255 | 1998-03-20 | ||
DE19812255A DE19812255C2 (en) | 1997-04-25 | 1998-03-20 | Procedure for creating a wall |
PCT/EP1998/002400 WO1998049407A1 (en) | 1997-04-25 | 1998-04-23 | Process and device for building a body of masonry and prefabricated building element used for that purpose |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0977927A1 EP0977927A1 (en) | 2000-02-09 |
EP0977927B1 true EP0977927B1 (en) | 2002-07-17 |
Family
ID=27217330
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98924182A Expired - Lifetime EP0977927B1 (en) | 1997-04-25 | 1998-04-23 | Process and device for building a body of masonry |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP0977927B1 (en) |
AT (1) | ATE220749T1 (en) |
AU (1) | AU7647198A (en) |
DE (1) | DE29824127U1 (en) |
DK (1) | DK0977927T3 (en) |
WO (1) | WO1998049407A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2078799A1 (en) * | 2008-01-09 | 2009-07-15 | Joseph Portmann | Method for erecting walls and walls built according to this method |
US10307535B2 (en) | 2014-12-19 | 2019-06-04 | Medtronic Minimed, Inc. | Infusion devices and related methods and systems for preemptive alerting |
US10265031B2 (en) | 2014-12-19 | 2019-04-23 | Medtronic Minimed, Inc. | Infusion devices and related methods and systems for automatic alert clearing |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2111730A1 (en) * | 1971-03-11 | 1972-12-14 | Skarphedinsson Baldur Reykjavi | Component for building walls |
FR2171630A5 (en) * | 1972-02-02 | 1973-09-21 | Benet Roger | |
DE2353932A1 (en) * | 1972-10-30 | 1974-05-22 | Franz Moessler | SUPPORT DEVICE FOR FORMING PANELS |
US5473849A (en) * | 1992-05-28 | 1995-12-12 | Materials Technology, Limited | Building wall and method of constructing same |
DE4244289A1 (en) * | 1992-12-28 | 1994-06-30 | Kegel Helmut | Formwork element of a lost formwork |
-
1998
- 1998-03-20 DE DE29824127U patent/DE29824127U1/en not_active Expired - Lifetime
- 1998-04-23 DK DK98924182T patent/DK0977927T3/en active
- 1998-04-23 AT AT98924182T patent/ATE220749T1/en not_active IP Right Cessation
- 1998-04-23 EP EP98924182A patent/EP0977927B1/en not_active Expired - Lifetime
- 1998-04-23 AU AU76471/98A patent/AU7647198A/en not_active Abandoned
- 1998-04-23 WO PCT/EP1998/002400 patent/WO1998049407A1/en active IP Right Grant
Also Published As
Publication number | Publication date |
---|---|
DK0977927T3 (en) | 2002-11-04 |
DE29824127U1 (en) | 2000-05-25 |
ATE220749T1 (en) | 2002-08-15 |
EP0977927A1 (en) | 2000-02-09 |
WO1998049407A1 (en) | 1998-11-05 |
AU7647198A (en) | 1998-11-24 |
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