EP0477176B1 - Process for making an elevated floor - Google Patents
Process for making an elevated floor Download PDFInfo
- Publication number
- EP0477176B1 EP0477176B1 EP90904327A EP90904327A EP0477176B1 EP 0477176 B1 EP0477176 B1 EP 0477176B1 EP 90904327 A EP90904327 A EP 90904327A EP 90904327 A EP90904327 A EP 90904327A EP 0477176 B1 EP0477176 B1 EP 0477176B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support elements
- process according
- floor
- elements
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/024—Sectional false floors, e.g. computer floors
- E04F15/02405—Floor panels
- E04F15/02417—Floor panels made of box-like elements
- E04F15/02423—Floor panels made of box-like elements filled with core material
- E04F15/02429—Floor panels made of box-like elements filled with core material the core material hardening after application
Definitions
- the invention relates to a method for producing a raised floor, in which individual prefabricated stand elements are set up and the floor is subsequently applied to the stand elements.
- the aforementioned method is known for example from DE-OS 26 11 372.
- the stand elements which can be designed as supports that support the floor (top floor), are placed loosely on the bare ceiling.
- This has the disadvantage, in particular in the case of greater overall heights of the floor, that the supports can fall over in the course of the construction measures and then have to be erected again.
- This disadvantage could in principle be eliminated by designing the supports so that they have considerable stability. However, this would significantly increase costs.
- Another defect of the known method of operation is that the placement of the individual support elements on the bare ceiling is relatively time-consuming, since the grid dimension of plates placed on the support elements must be taken into account. If the plates do not rest with their edges on the support elements, there is a risk that they will tip over during the inspection.
- the top floor is composed of individual plates supported by the stand elements. In many cases, however, a continuous top layer that is to be produced using the casting process and is consequently seamless is required.
- the cited document contains no information as to how to proceed in such a case in the manufacture of the floor, in particular how the formwork for the top floor should be designed.
- Screed can only be subjected to a higher load on the topsoil after a comparatively long time (10-14 days). This entails a delay in the progress of the construction work, which is undesirable or even unacceptable in many cases. This applies above all to building renovation measures.
- the object of the invention is therefore to propose a method according to the preamble of claim 1, in which the individual prefabricated, inexpensive to manufacture stand elements for the top floor can be set up in a simple and safe manner and also for the production of a floor with seamless design Suitable for topsoil.
- the solution to the problem of the invention is that before the stand elements are set up on the sub-floor, a formwork which adapts to its level deviations and unevenness is built up, which is composed of individual sheets, and a multiplicity of the shape and height of the stand elements, the formwork against the Has underbody supporting indentations, and that the stand elements are then inserted into the indentations, from which they are supported laterally.
- the formwork elements which act as a tool for placing the support columns on the bare ceiling, can be designed in accordance with the aforementioned DE-OS 31 03 632, that is to say they consist of a plastic sheet, for example made of polyethylene, into which the indentations for receiving the upright elements are molded by deep drawing are. The indentations are connected by bendable, horizontally running film sections.
- Such a thing Formwork element is comparatively inexpensive to manufacture.
- the indentations are expediently designed such that they encompass the individual prefabricated stand elements in a form-fitting manner. A truncated cone shape the stand elements and, accordingly, the indentations or the cavity enclosed by them have proven to be expedient. Since the indentations of the formwork elements have a certain intrinsic stiffness and can support the stand elements laterally over their entire height, the stand elements inserted into the indentations have a firm stand. Tipping over is therefore impossible.
- the support elements used according to the invention can be prefabricated in the factory in shapes which correspond to the formwork elements which will later receive the support elements.
- the individual supporting elements are preferably produced from a screed mass, for example based on anhydrite binder, in a pouring or ramming process. Since, when using the invention at the construction site, there is no longer any need to wait until the screed material forming the upright elements has dried out and hardened, this saves a considerable amount of time for the completion of the floor even if the upright elements are seated in the indentations of the formwork elements the construction site is still a top floor made of screed mass in a conventional manner.
- the top floor which is exposed to the room side, can of course dry much faster (in 2 to 4 days) than a screed compound placed in the indentations below. If the top floor is made of a flowable screed mass, level deviations of the stand elements, which result as a result of the level deviations of the base, can be easily compensated for, because the flowable mass practically levels itself out.
- the formwork for receiving the prefabricated stand elements also serves as (lost) formwork for the top floor.
- protrusions are already formed on the upper side during the manufacture of the stand elements, which interlock with the screed covering when it is formed.
- the projections can be produced in such a way that comparatively hard solid particles are anchored in the top of the stand elements, for example by partially pressing such particles into the not yet hardened screed mass.
- the solid particles can consist, for example, of coarsely ground screed or naturally occurring mineral grains such as quartz, gravel and the like, or of pieces of wire.
- the top floor can be formed from plates placed on the support supports, which meet the strength requirements of the floor.
- the useful covering can then be applied directly to these plates, between which a tongue and groove connection can be present. Any differences in level of the support columns can be compensated for by placed or underlaid washers.
- a formwork denoted overall by 2, which preferably consists of a plastic film, in which indentations 2 'are formed, which are connected by bendable film sections 2' '.
- the formwork consists of several tracks having the mentioned parts 2 'and 2' ', which can be suitably, e.g. by gluing or welding to form the overall formwork 2. Since the webs in the area of the film sections 2 ′′ are easily severable, they can be cut to the required size in the edge area of the raw ceiling 1 in order to fill in gaps that deviate from the grid dimension of the webs.
- Prefabricated, block-like stand elements 3 are inserted into the indentations 2 ', which completely fill the indentations 2' and which, in the exemplary embodiment shown in FIG Screed compound that can be processed in the flow process interlock with this.
- the exemplary embodiment shown in FIG. 2 differs from the exemplary embodiment according to FIG. 1 in that no seamless screed is applied to the stand elements 3 or to the formwork 2 at the construction site; the top floor is rather made of prefabricated panels, e.g. composed of plasterboard or gypsum fiber material, to which a useful covering 6 is applied.
- the embodiment according to FIG. 2 is particularly suitable for those cases in which a dry construction for the floor is required for reasons of time.
- a layer made of a resilient material e.g. an insulation layer can be put on.
Abstract
Description
Die Erfindung betrifft ein Verfahren zur Herstellung eines aufgeständerten Fußbodens, bei dem einzelne vorgefertigte Ständerelemente aufgestellt werden und hiernach auf die Ständerelemente der Fußboden aufgebracht wird.The invention relates to a method for producing a raised floor, in which individual prefabricated stand elements are set up and the floor is subsequently applied to the stand elements.
Das vorerwähnte Verfahren ist z.B. aus der DE-OS 26 11 372 bekannt. Dabei werden die Ständerlemente, die als den Fußboden (Oberboden) tragende Stützen ausgebildet sein können, lose auf der Rohdecke aufgestellt. Dies bringt insbesondere bei größeren Bauhöhen des Bodens den Nachteil mit sich, daß die Stützen im Zuge der Baumaßnahmen umfallen können und dann wieder aufgerichtet werden müssen. Dieser Nachteil ließe sich zwar grundsätzlich dadurch ausräumen, daß die Stützen so ausgebildet werden, daß sie eine beträchtliche Standfestigkeit besitzen. Dies würde sich jedoch deutlich kostenerhöhend auswirken. Ein weiterer Mangel der bekannten Arbeitsweise besteht darin, daß die Plazierung der einzelnen Tragelemente auf der Rohdecke verhältnismäßig zeitaufwendig ist, da hierbei auf das Rastermaß von auf die Tragelemente aufgelegten Platten Rücksicht genommen werden muß. Wenn die Platten nicht mit ihren Rändern auf den Tragelementen aufliegen, besteht die Gefahr, daß sie bei der Begehung abkippen.The aforementioned method is known for example from DE-OS 26 11 372. The stand elements, which can be designed as supports that support the floor (top floor), are placed loosely on the bare ceiling. This has the disadvantage, in particular in the case of greater overall heights of the floor, that the supports can fall over in the course of the construction measures and then have to be erected again. This disadvantage could in principle be eliminated by designing the supports so that they have considerable stability. However, this would significantly increase costs. Another defect of the known method of operation is that the placement of the individual support elements on the bare ceiling is relatively time-consuming, since the grid dimension of plates placed on the support elements must be taken into account. If the plates do not rest with their edges on the support elements, there is a risk that they will tip over during the inspection.
Um den mit der Aufstellung einzelner Tragelemente für den Oberboden verbundenen Aufwand zu reduzieren, hat man mehrere Tragelemente zu einer Baueinheit zusammengefaßt (GM 88 08 154, GM 87 09 404). Dabei ist eine gewisse Anzahl von Tragstützen mit einer mehr oder weniger formsteifen Platte verbunden. Abgesehen von den durch die Sperrigkeit solcher Bauelemente bedingten Nachteilen ergibt sich die Notwendigkeit, die aufgrund des Rastermaßes der Baueinheiten im Randbereich einer Rohdecke, also unmittelbar neben den Raumwänden verbleibenden Lücken in irgendeiner Weise, beispielsweise durch Bearbeitung der Bauteile an der Baustelle, auszufüllen.In order to reduce the effort associated with the installation of individual support elements for the top floor, several support elements have been combined to form one structural unit (GM 88 08 154, GM 87 09 404). A certain number of supports are connected to a more or less rigid plate. Apart from the disadvantages caused by the bulkiness of such components, there is a need to fill in the gaps remaining due to the modular dimension of the structural units in the edge region of a bare ceiling, i.e. immediately next to the room walls, in some way, for example by processing the components at the construction site.
Die sich bei dem vorerwähnten Verfahren ergebenden Nachteile treten dann nicht auf, wenn, wie beispielsweise in der DE-OS 31 03 632 beschrieben, auf der Unterlage (Rohdecke) eine sich den Niveauabweichungen und Unebenheiten anpassende Schalung angeordnet wird, die den Tragelementen entsprechende Einbuchtungen aufweist, in welche an der Baustelle eine Estrichmasse eingebracht bzw. eingegossen wird, welche nach dem Aushärten die Tragstützen für den Oberboden bildet. Dieser kann gleichzeitig mit den Tragstützen hergestellt werden, indem die Estrichmasse über den Rand der Einbuchtungen hinaus noch in einer der gewünschten Stärke des Oberbodens entsprechenden Dicke auf die Schalung aufgebracht wird. Da die Schalung aus einzelnen Bahnen zusammengesetzt ist, die aus einer Kunststoffolie bestehen, lassen sich die Bahnen im Randbereich der Rohdecke vergleichsweise leicht auf das für die Ausfüllung etwaiger Lücken erforderliche Maß zuschneiden.The disadvantages resulting from the above-mentioned method do not occur if, as described for example in DE-OS 31 03 632, a formwork which adapts to the level deviations and unevenness is arranged on the base (raw ceiling) and has corresponding indentations for the supporting elements , into which a screed mass is poured or poured at the construction site, which forms the support for the top floor after curing. This can be produced at the same time as the support columns by applying the screed mass to the formwork over the edge of the indentations in a thickness corresponding to the desired thickness of the top floor. Since the formwork is composed of individual sheets, which consist of a plastic film, the sheets in the edge area of the raw slab can be cut comparatively easily to the size required to fill any gaps.
Wegen des Feuchtigkeitsgehalts der Estrichmasse (z.B. auf der Basis von Anhydritbinder) und der von der Verdunstung eines Anteils der Feuchtigkeit abhängigen Aushärtungszeit der Dieselben Nachteile ergeben sich grundsätzlich auch bei der Herstellung des aus der WO-A-86/06 432 bekannten Bodens. Bei diesem sind an einer auf der Rohdecke angeordneten Folie nach oben gerichtete Ausformungen vorgesehen, welche die Ständerelemente im Bereich ihres unteren Randes umschließen und somit zu deren Lokalisierung auf der Rohdecke dienen. Da sich diese Ausformungen jedoch nur über eine vergleichsweise geringe Höhe der Ständerelemente erstrecken, sind sie nicht geeignet, die Ständerelemente ausreichend gegen ein Umfallen zu sichern, vor allem dann nicht, wenn deren vertikale Erstreckung ( Höhe ) im Vergleich zur horizontalen Erstreckung ihrer Basisfläche besonders groß ist. Dabei ist zu beachten, daß für die Ständerelemente eine möglichst kleine Basisfläche angestrebt wird, damit für die Unterbringung der Installationen ein möglichst großer Freiraum verbleibt und sich dem nachträglichen Einbringen der Installationen in diesen Freiraum keine zu großen Hindernisse entgegenstellen.Because of the moisture content of the screed mass (eg based on anhydrite binder) and the curing time of the, depending on the evaporation of a part of the moisture The same disadvantages basically arise in the manufacture of the floor known from WO-A-86/06 432. In this case, upward-directed formations are provided on a film arranged on the bare ceiling, which surround the stand elements in the region of their lower edge and thus serve to locate them on the bare ceiling. However, since these formations only extend over a comparatively small height of the stand elements, they are not suitable for securing the stand elements sufficiently against falling over, especially not if their vertical extension (height) is particularly large compared to the horizontal extension of their base surface is. It should be noted that the base elements should be as small as possible so that there is as much free space as possible for the installation of the installations and that there are no obstacles to the subsequent installation of the installations in this free space.
Bei der in der WO-A-86/06 432 beschriebenen Bodenkonstruktion ist der Oberboden aus einzelnen, von den Ständerelementen abgestützten Platten zusammengesetzt. In vielen Fällen wird jedoch ein durchgehender, im Gießverfahren herzustellender und folglich fugenloser Oberboden verlangt. Die genannte Druckschrift enthält keine Hinweise wie in einem solchen Falle bei der Herstellung des Bodens verfahren, insbesondere wie die Schalung für den Oberboden ausgebildet werden soll.In the floor construction described in WO-A-86/06 432, the top floor is composed of individual plates supported by the stand elements. In many cases, however, a continuous top layer that is to be produced using the casting process and is consequently seamless is required. The cited document contains no information as to how to proceed in such a case in the manufacture of the floor, in particular how the formwork for the top floor should be designed.
Estrichmasse kann der Oberboden erst nach einer vergleichsweise langen Zeit (10 - 14 Tage) stärker belastet werden. Dies bringt eine Verzögerung im Fortgang der Baumaßnahmen mit sich, die in vielen Fällen unerwünscht oder sogar nicht hinnehmbar ist. Dies gilt vor allem für Bausanierungsmaßnahmen.Screed can only be subjected to a higher load on the topsoil after a comparatively long time (10-14 days). This entails a delay in the progress of the construction work, which is undesirable or even unacceptable in many cases. This applies above all to building renovation measures.
Die Aufgabe der Erfindung besteht demnach darin, ein Verfahren gemäß dem Oberbegriff des Anspruches 1 vorzuschlagen, bei dem die einzelnen vorgefertigten, kostengünstig herstellbaren Ständerelemente für den Oberboden auf einfache Weise und umfallsicher aufgestellt werden können und das sich auch für die Herstellung eines Fußbodens mit fugenlos ausgebildetem Oberboden eignet.The object of the invention is therefore to propose a method according to the preamble of claim 1, in which the individual prefabricated, inexpensive to manufacture stand elements for the top floor can be set up in a simple and safe manner and also for the production of a floor with seamless design Suitable for topsoil.
Die Lösung der Erfindungsaufgabe besteht darin, daß vor dem Aufstellen der Ständerelemente auf dem Unterboden eine sich dessen Niveauabweichungen und Unebenheiten anpassende Schalung aufgebaut wird, die aus einzelnen Bahnen zusammengesetzt ist, und eine Vielzahl von der Form und Höhe der Ständerelemente entsprechende, die Schalung gegen den Unterboden abstützende Einbuchtungen aufweist, und daß anschließend die Ständerelemente in die Einbuchtungen eingesetzt werden, von denen sie seitlich abgestützt werden.The solution to the problem of the invention is that before the stand elements are set up on the sub-floor, a formwork which adapts to its level deviations and unevenness is built up, which is composed of individual sheets, and a multiplicity of the shape and height of the stand elements, the formwork against the Has underbody supporting indentations, and that the stand elements are then inserted into the indentations, from which they are supported laterally.
Die Schalungselemente, die als Arbeitshilfe für die Plazierung der Tragstützen auf der Rohdecke fungieren, können entsprechend der vorerwähnten DE-OS 31 03 632 ausgebildet sein, also aus einer Kunststoffolienbahn, z.B. aus Polyethylen bestehen, in welche die Einbuchtungen zur Aufnahme der Ständerelemente durch Tiefziehen eingeformt sind. Die Einbuchtungen hängen über verbiegbare horizontal verlaufende Folienabschnitte zusammen. Ein derartiges Schalungselement ist vergleichsweise kostengünstig herstellbar. Die Einbuchtungen sind zweckmäßig so ausgebildet, daß sie die einzelnen vorgefertigten Ständerelemente formschlüssig umfassen. Eine Kegelstumpfform der Ständerelemente und dementsprechend auch der Einbuchtungen bzw. des von diesen umfaßten Hohlraums erweist sich als zweckmäßig. Da die Einbuchtungen der Schalungselemente eine gewisse Eigensteifigkeit besitzen und die Ständerelemente über ihre gesamte Höhe seitlich abstützen können, haben die in die Einbuchtungen eingesetzten Ständerelemente einen festen Stand. Ein Umfallen ist also ausgeschlossen.The formwork elements, which act as a tool for placing the support columns on the bare ceiling, can be designed in accordance with the aforementioned DE-OS 31 03 632, that is to say they consist of a plastic sheet, for example made of polyethylene, into which the indentations for receiving the upright elements are molded by deep drawing are. The indentations are connected by bendable, horizontally running film sections. Such a thing Formwork element is comparatively inexpensive to manufacture. The indentations are expediently designed such that they encompass the individual prefabricated stand elements in a form-fitting manner. A truncated cone shape the stand elements and, accordingly, the indentations or the cavity enclosed by them have proven to be expedient. Since the indentations of the formwork elements have a certain intrinsic stiffness and can support the stand elements laterally over their entire height, the stand elements inserted into the indentations have a firm stand. Tipping over is therefore impossible.
Die erfindungsgemäß verwendeten Tragelemente können fabrikmäßig vorgefertigt werden in Formen, die den die Tragelemente später aufnehmenden Schalungselementen entsprechen. Vorzugsweise werden die einzelnen Tragelemente aus einer Estrichmasse, z.B. auf Anhydritbinderbasis, im Gieß- oder Stampfverfahren hergestellt. Da bei Anwendung der Erfindung an der Baustelle nicht mehr gewartet zu werden braucht, bis die die Ständerelemente bildende Estrichmasse ausgetrocknet und ausgehärtet ist, ergibt sich eine wesentliche Zeitersparnis für die Fertigstellung des Fußbodens selbst dann, wenn auf den in den Einbuchtungen der Schalungselemente sitzenden Ständerelementen an der Baustelle erst noch in an sich bekannter Weise ein Oberboden aus Estrichmasse hergestellt wird. Der zur Raumseite hin offen liegende Oberboden kann natürlich sehr viel schneller abtrocknen (in 2 bis 4 Tagen) als eine in die darunter liegenden Einbuchtungen eingebrachte Estrichmasse. Falls der Oberboden aus einer fließfähigen Estrichmasse hergestellt wird, können Niveauabweichungen der Ständerelemente, die sich als Folge der Niveauabweichungen der Unterlage ergeben, leicht ausgeglichen werden, weil sich die fließfähige Masse praktisch von selbst einnivelliert.The support elements used according to the invention can be prefabricated in the factory in shapes which correspond to the formwork elements which will later receive the support elements. The individual supporting elements are preferably produced from a screed mass, for example based on anhydrite binder, in a pouring or ramming process. Since, when using the invention at the construction site, there is no longer any need to wait until the screed material forming the upright elements has dried out and hardened, this saves a considerable amount of time for the completion of the floor even if the upright elements are seated in the indentations of the formwork elements the construction site is still a top floor made of screed mass in a conventional manner. The top floor, which is exposed to the room side, can of course dry much faster (in 2 to 4 days) than a screed compound placed in the indentations below. If the top floor is made of a flowable screed mass, level deviations of the stand elements, which result as a result of the level deviations of the base, can be easily compensated for, because the flowable mass practically levels itself out.
Bei der zuletzt beschriebenen Ausführungsform dient die Schalung zur Aufnahme der vorgefertigten Ständerelemente gleichzeitig auch als (verlorene) Schalung für den Oberboden.In the last-described embodiment, the formwork for receiving the prefabricated stand elements also serves as (lost) formwork for the top floor.
Um eine gute Verbindung der den Oberboden bildenden Estrichmasse mit den vorgefertigten Ständerelementen zu gewährleisten, erweist es sich als zweckmäßig, daß bereits bei der Herstellung der Ständerelemente auf deren Oberseite Vorsprünge ausgebildet werden, die sich bei der Anformung des Estrichbelags mit diesem verzahnen. Die Vorsprünge können in der Weise erzeugt werden, daß in der Oberseite der Ständerelemente vergleichsweise harte Feststoffpartikel verankert werden, beispielsweise durch teilweises Eindrücken solcher Teilchen in die noch nicht ausgehärtete Estrichmasse. Die Feststoffpartikel können beispielsweise aus grob zerkleinerter Estrichmasse oder natürlich vorkommenden Mineralkörnern wie Quarz, Kies und dergleichen oder aus Drahtstücken bestehen.In order to ensure a good connection of the screed mass forming the top floor with the prefabricated stand elements, it has proven to be expedient that protrusions are already formed on the upper side during the manufacture of the stand elements, which interlock with the screed covering when it is formed. The projections can be produced in such a way that comparatively hard solid particles are anchored in the top of the stand elements, for example by partially pressing such particles into the not yet hardened screed mass. The solid particles can consist, for example, of coarsely ground screed or naturally occurring mineral grains such as quartz, gravel and the like, or of pieces of wire.
Es besteht natürlich auch die Möglichkeit, entsprechend dem in der DE-OS 26 11 372 beschriebenen Verfahren auf die Tragstützen eine als verlorene Schalung wirkende, aus Gipskarton- oder Gipsfaserplatten verhältnismäßig geringer Stärke bestehende Plattenabdeckung aufzubauen und dann hiernach wieder eine den Oberboden bildende Estrichmasse aufzubringen.There is of course also the possibility, in accordance with the method described in DE-OS 26 11 372, to build up a formwork that acts as lost formwork and consists of gypsum plasterboard or gypsum fibreboard panels of relatively low thickness and then apply a screed that forms the top floor.
In Fällen, in denen eine sofortige Begehbarkeit des Oberbodens verlangt wird, also nicht einmal die Aushärtungszeit für den Oberboden akzeptabel ist, kann der Oberboden aus auf die Tragstützen aufgelegten Platten gebildet werden, welche den Festigkeitserfordernissen des Fußbodens entsprechen. Auf diese Platten, zwischen denen eine Nut/Feder-Verbindung vorhanden sein kann, kann dann anschließend unmittelbar der Nutzbelag aufgezogen werden. Etwaige Niveauunterschiede der Tragstützen können durch auf- oder untergelegte Scheiben ausgeglichen werden.In cases where an immediate accessibility of the top floor is required, i.e. not even the curing time for the top floor is acceptable, the top floor can be formed from plates placed on the support supports, which meet the strength requirements of the floor. The useful covering can then be applied directly to these plates, between which a tongue and groove connection can be present. Any differences in level of the support columns can be compensated for by placed or underlaid washers.
Anhand der Zeichnung werden Anführungsbeispiele des Verfahrens gemäß der Erfindung erläutert. Es zeigen:
- Fig. 1
- ein Ausführungsbeispiel der Erfindung, bei dem auf die vorgefertigten Ständerelemente ein Oberboden im Gießverfahren hergestellt wird und
- Fig. 2
- ein anderes Ausführungsbeispiel der Erfindung, bei dem auf die vorgefertigten Ständerelemente ein aus plattenförmigen Fertigteilen zusammengesetzter Oberboden aufgebaut wird.
- Fig. 1
- an embodiment of the invention, in which an upper floor is produced in the casting process on the prefabricated stand elements and
- Fig. 2
- another embodiment of the invention, in which an upper floor composed of plate-shaped prefabricated parts is built onto the prefabricated stand elements.
Auf der Rohdecke 1 befindet sich eine insgesamt mit 2 bezeichnete Schalung, die vorzugsweise aus einer Kunststoffolie besteht, in welcher Einbuchtungen 2' eingeformt sind, welche über verbiegbare Folienabschnitte 2'' zusammenhängen. Die Schalung besteht aus mehreren, die erwähnten Teile 2' und 2'' aufweisenden Bahnen, die in geeigneter Weise, z.B. durch Verklebung oder Verschweißung, zu der Gesamtschalung 2 miteinander verbunden werden können. Da die Bahnen im Bereich der Folienabschnitte 2'' leicht durchtrennbar sind, lassen sie sich im Randbereich der Rohdecke 1 auf das erforderliche Maß zuschneiden, um vom Rastermaß der Bahnen abweichende Lücken auszufüllen.On the unfinished ceiling 1 there is a formwork, denoted overall by 2, which preferably consists of a plastic film, in which indentations 2 'are formed, which are connected by bendable film sections 2' '. The formwork consists of several tracks having the mentioned parts 2 'and 2' ', which can be suitably, e.g. by gluing or welding to form the
In die Einbuchtungen 2' sind vorgefertigte, klötzchenartige Ständerelemente 3 eingesetzt, welche die Einbuchtungen 2' zur Gänze ausfüllen und die bei dem in Fig. 1 gezeigten Ausführungsbeispiel auf ihre Oberseite pilzförmige Ansätze 3' aufweisen, die beim Aufbringen der den Oberboden 4 bildenden, vorzugsweise im Fließverfahren verarbeitbaren Estrichmasse sich mit dieser verzahnen.Prefabricated, block-
Das in Fig. 2 gezeigte Ausführungsbeispiel unterscheidet sich von dem Ausführungsbeispiel gemäß Fig. 1 dadurch, daß auf die Ständerelemente 3 bzw. auf die Schalung 2 kein fugenloser Estrich an der Baustelle aufgebracht wird; der Oberboden ist vielmehr aus Fertigplatten, z.B. aus Gipskarton- oder Gipsfasermaterial, zusammengesetzt, auf die ein Nutzbelag 6 aufgebracht wird.The exemplary embodiment shown in FIG. 2 differs from the exemplary embodiment according to FIG. 1 in that no seamless screed is applied to the
Das Ausführungsbeispiel gemäß Fig. 2 eignet sich insbesondere für solche Fälle, in denen aus Zeitgründen eine Trockenbauweise für den Fußboden verlangt wird.The embodiment according to FIG. 2 is particularly suitable for those cases in which a dry construction for the floor is required for reasons of time.
Um etwaige Niveauunterschiede bzw. Unebenheiten auszugleichen, die durch Höhentoleranzen der Ständerelemente und/oder durch Unregelmäßigkeiten der Oberfläche der Rohdecke bedingt sind, kann auf der Oberseite der Ständerelemente und/oder auf die Rohdecke eine Lage aus einem federelastischen Werkstoff, z.B. eine Dämmlage aufgelegt werden.In order to compensate for any level differences or unevenness that are caused by height tolerances of the stand elements and / or by irregularities in the surface of the bare ceiling, a layer made of a resilient material, e.g. an insulation layer can be put on.
Claims (10)
- Process for making an elevated floor, in which individual, prefabricated support elements (3) are set up and, subsequently, the floor is laid on the support elements, characterised in that, prior to setting up the support elements (3) on the subfloor (1), a shuttering (2) is constructed which is abutted to the irregularities and deviations of the level of said subfloor, is composed of individual panels, and has a multiplicity of recesses (2') which correspond to the shape and height of the support elements (3) and support the shuttering (2) against the subfloor (1); and in that the support elements are then inserted in the recesses by which they are supported laterally.
- Process according to Claim 1, characterised in that the support elements are prefabricated from a compound, which is initially formable and later hardens, in a mould.
- Process according to Claim 2, characterised in that the support elements are made from a screed compound.
- Process according to one of the preceding claims, characterised in that the support elements are made from a compound which can be processed by casting.
- Process according to one or more of the preceding claims, characterised in that a sheet covering is laid on the support elements, which complies with the strength requirements of the floor.
- Process according to Claim 5, characterised in that a wearing surface is laid directly on the sheet covering.
- Process according to one or more of the preceding claims, characterised in that the shuttering for receiving the support elements is also used as shuttering for making a screed surface which is moulded onto the upper side of the support elements.
- Process according to Claim 7, characterised in that, during the prefabrication of the support elements, projections are formed on the upper side, which projections interlock with the screed surface when the latter is moulded on.
- Process according to Claim 8, characterised in that, to form the projections, solid particles are anchored in the upper side of the support elements when the latter are made.
- Process according to one or more of the preceding claims, characterised in that levelling discs are placed on the support elements to even out a difference in the level of the upper side of said support elements inserted in the shuttering.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT90904327T ATE93567T1 (en) | 1989-03-02 | 1990-02-28 | METHOD OF MAKING AN ELEVATED FLOOR. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE3906602 | 1989-03-02 | ||
| DE3906602A DE3906602A1 (en) | 1989-03-02 | 1989-03-02 | METHOD FOR PRODUCING A STANDED FLOOR AND COMPONENT FOR IMPLEMENTING THE METHOD |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0477176A1 EP0477176A1 (en) | 1992-04-01 |
| EP0477176B1 true EP0477176B1 (en) | 1993-08-25 |
Family
ID=6375315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP90904327A Expired - Lifetime EP0477176B1 (en) | 1989-03-02 | 1990-02-28 | Process for making an elevated floor |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0477176B1 (en) |
| AT (1) | ATE93567T1 (en) |
| CZ (1) | CZ280122B6 (en) |
| DD (1) | DD298837A5 (en) |
| DE (2) | DE3906602A1 (en) |
| WO (1) | WO1990010130A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4435895C2 (en) * | 1994-10-07 | 2001-09-20 | Freudenberg Carl Fa | Raised floor |
| DE102021115356A1 (en) | 2021-06-14 | 2022-12-15 | Cambaum Gmbh | passage control device |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2006000432A1 (en) * | 2004-06-24 | 2006-01-05 | Brose Fahrzeugteile Gmbh & Co. Kommanditgesellschaft, Coburg | Control device and method for controlling an adjusting device of a motor vehicle |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2611372C2 (en) * | 1976-03-18 | 1981-09-24 | Erich Dipl.-Volksw. 8501 Behringersdorf Höllfritsch | Method for producing an elevated floor |
| CA1181215A (en) * | 1981-02-04 | 1985-01-22 | Wolfgang Radtke | Hollow floor |
| DE3328792A1 (en) * | 1983-08-10 | 1985-02-28 | Goldbach GmbH, Holz-, Kunststoff- und Metallverarbeitung, 8752 Goldbach | FORMWORK ELEMENT FOR ROOF CONSTRUCTIONS |
| GB8510677D0 (en) * | 1985-04-26 | 1985-06-05 | Huntgreen Ltd | Floor construction |
| DE3613627A1 (en) * | 1985-10-12 | 1987-04-23 | Borbely Gyoergy | Shell-type floor |
| DE8709404U1 (en) * | 1987-07-08 | 1987-09-10 | G + H Montage Gmbh, 6700 Ludwigshafen, De | |
| DE8808154U1 (en) * | 1987-07-09 | 1988-08-18 | Henkel Kgaa, 4000 Duesseldorf, De |
-
1989
- 1989-03-02 DE DE3906602A patent/DE3906602A1/en active Granted
-
1990
- 1990-02-28 EP EP90904327A patent/EP0477176B1/en not_active Expired - Lifetime
- 1990-02-28 DD DD90338235A patent/DD298837A5/en unknown
- 1990-02-28 AT AT90904327T patent/ATE93567T1/en not_active IP Right Cessation
- 1990-02-28 DE DE90904327T patent/DE59002493D1/en not_active Expired - Fee Related
- 1990-02-28 WO PCT/EP1990/000330 patent/WO1990010130A1/en active IP Right Grant
- 1990-03-01 CZ CS90978A patent/CZ280122B6/en unknown
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2006000432A1 (en) * | 2004-06-24 | 2006-01-05 | Brose Fahrzeugteile Gmbh & Co. Kommanditgesellschaft, Coburg | Control device and method for controlling an adjusting device of a motor vehicle |
Also Published As
| Publication number | Publication date |
|---|---|
| ATE93567T1 (en) | 1993-09-15 |
| DD298837A5 (en) | 1992-03-12 |
| DE3906602C2 (en) | 1991-03-21 |
| WO1990010130A1 (en) | 1990-09-07 |
| CZ280122B6 (en) | 1995-11-15 |
| EP0477176A1 (en) | 1992-04-01 |
| DE3906602A1 (en) | 1990-09-13 |
| DE59002493D1 (en) | 1993-09-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| DE19605142C1 (en) | Floor composite body | |
| DE3613627C2 (en) | ||
| EP0477176B1 (en) | Process for making an elevated floor | |
| DE2514804A1 (en) | Two layered plate for floors-walls - having hard inorg. esp. concrete base bonded directly to elastic org. layer | |
| WO2015166331A1 (en) | Method for producing a ceiling in a building | |
| EP0748905B1 (en) | Building element | |
| DE1609560A1 (en) | Wall construction made of blocks with a mortar filling device | |
| EP0648902A1 (en) | Constructional element and method for its manufacture | |
| DE2500256A1 (en) | Spaced double walled slab masonry - comprising concrete side holed slabs engaged by double T shaped interconnecting bars | |
| DE3505458A1 (en) | Method of producing a cavity floor | |
| DE10027898B4 (en) | wall system | |
| EP0300135B1 (en) | Method for manufacturing a plaster false floor | |
| DE102017114619A1 (en) | Prefabricated wall element | |
| DE10230963A1 (en) | Procedure for building of supporting wall uses construction elements with cavity of one element aligning with cavity of at least one element lying above it in overlap, with cavities filled with locally available material | |
| WO2006021222A1 (en) | Wall element | |
| EP1725717B1 (en) | Method for construction of a supporting wall and blocks for carrying out said method | |
| DE940424C (en) | Method and device for the production of a ready-to-install tile partition and the tile partition produced with it | |
| AT235549B (en) | Artificial stone stair step | |
| DE202017007193U1 (en) | Prefabricated wall element | |
| DE896860C (en) | Pre-stressed reinforcement element made of shaped stones | |
| DE4029560A1 (en) | Hollow-floor prodn. - by laying material over prefabricated feet inside protrusions in sheet material | |
| AT394229B (en) | Process for producing panel-like structural elements, and mould for carrying out this process | |
| DE102020208628A1 (en) | Wood-based building panel element, in particular wall or ceiling element, and method for its production | |
| DE3040322A1 (en) | Composite wall or floor panel of concrete and rigid foam - interlocked by ribs and grooves provides structural strength and thermal insulation | |
| DE19805486A1 (en) | Brick and method for producing wall structure |
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: 19911227 |
|
| AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE DE DK FR GB IT LU NL SE |
|
| 17Q | First examination report despatched |
Effective date: 19930205 |
|
| GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
| AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE DE DK FR GB IT LU NL SE |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Effective date: 19930825 Ref country code: DK Effective date: 19930825 |
|
| REF | Corresponds to: |
Ref document number: 93567 Country of ref document: AT Date of ref document: 19930915 Kind code of ref document: T |
|
| REF | Corresponds to: |
Ref document number: 59002493 Country of ref document: DE Date of ref document: 19930930 |
|
| ITF | It: translation for a ep patent filed |
Owner name: STUDIO TORTA SOCIETA' SEMPLICE |
|
| ET | Fr: translation filed | ||
| GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 19931111 |
|
| EPTA | Lu: last paid annual fee | ||
| PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
| 26N | No opposition filed | ||
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19961119 Year of fee payment: 8 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 19961122 Year of fee payment: 8 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 19970101 Year of fee payment: 8 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 19970219 Year of fee payment: 8 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 19970224 Year of fee payment: 8 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19970227 Year of fee payment: 8 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 19970228 Year of fee payment: 8 |
|
| 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: 19980228 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19980228 Ref country code: FR Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19980228 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19980228 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19980228 |
|
| BERE | Be: lapsed |
Owner name: NORINA BAUTECHNIK G.M.B.H. Effective date: 19980228 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19980901 |
|
| GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19980228 |
|
| NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 19980901 |
|
| 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: 19981103 |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
| 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;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: 20050228 |