EP0193737B1 - Multicomponent building construction - Google Patents

Multicomponent building construction Download PDF

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Publication number
EP0193737B1
EP0193737B1 EP86101301A EP86101301A EP0193737B1 EP 0193737 B1 EP0193737 B1 EP 0193737B1 EP 86101301 A EP86101301 A EP 86101301A EP 86101301 A EP86101301 A EP 86101301A EP 0193737 B1 EP0193737 B1 EP 0193737B1
Authority
EP
European Patent Office
Prior art keywords
foundation
component
building construction
elements
fastening
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP86101301A
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German (de)
French (fr)
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EP0193737A3 (en
EP0193737A2 (en
Inventor
Reiner Werner Schlientz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
LUDOPARC SA
Original Assignee
LUDOPARK AG
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Filing date
Publication date
Application filed by LUDOPARK AG filed Critical LUDOPARK AG
Priority to AT86101301T priority Critical patent/ATE56772T1/en
Publication of EP0193737A2 publication Critical patent/EP0193737A2/en
Publication of EP0193737A3 publication Critical patent/EP0193737A3/en
Application granted granted Critical
Publication of EP0193737B1 publication Critical patent/EP0193737B1/en
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    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
    • A63B9/00—Climbing poles, frames, or stages
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys

Definitions

  • the invention relates to a construction system according to the preamble of claim 1.
  • a construction system which is composed of several components which can be assembled in any spatial arrangement.
  • a part of the components is designed as a hollow body, the walls of which enclose a cavity that is filled with a material that differs from the material of the walls. Openings and connection points are provided on the components, which serve to connect to other structures or as a passage to other structures or to the outside.
  • EP-A-150009 a construction system is further known, which is composed of several structures that can be assembled in any spatial arrangement. At their edges, they have connecting means in the form of threads, which enable a form-fitting assembly of the structure.
  • foundation bodies for supporting components are composed of a foundation plate lying on a base and a holder.
  • the invention also relates to a construction system which is assembled from a set of components, such as are described, for example, in the two older property rights mentioned first.
  • the object of the invention is to design construction systems of the type described in the introduction such that a reliable fixation of the components and thus a high strength and security of the construction system is achieved, but nevertheless an easy interchangeability of sets of such components is achieved, this work taking up little time and can be carried out without expensive digging.
  • the foundation plate can be made of metal or concrete, e.g. reinforced concrete or artificial stone.
  • the invention is based on the consideration that a construction system, which is composed of several structures, must be supported and fixed on a base so that sufficient strength and security of the system is guaranteed.
  • FIG. 1 to 4 the construction of a construction system is shown schematically. Zünachst a shallow excavation pit 1 is created and possibly supported with retaining walls 2. The bottom of the excavation pit 1 forms the base 3 for the foundation body 4.
  • a single foundation plate for example, is sufficient for setting up a rod, while accessible and crawlable construction systems may require a larger number of foundation bodies 4.
  • a template 5 can be used for laying the fun dam body 4, as shown schematically in Fig. 1, a template 5 can be used.
  • the foundation body 4 is covered with a network or grid 6, which, however, protrude beyond the surface of the foundation body 4.
  • a grating made of bar iron is suitable as a grating.
  • a blanket 7 is spread out on the grid, which also projects beyond the surface of the foundation body 4, see FIG. 2. Both the grid 6 and the blanket 7, but also only the blanket 7, can be placed on the foundation body 4.
  • Column members 8 are now fastened to the foundation bodies 4, see FIG. 3.
  • the column member 8 is part of a one-part or multi-part support element 11, which will be described in detail below.
  • the construction pit 1 is filled with a pourable material 9, which has the task of acting as a damping layer for the mediation of accidents.
  • a pourable material 9 which has the task of acting as a damping layer for the mediation of accidents.
  • the material 9 forms an additional weight for loading the foundation body 4.
  • FIG. 4 shows as a final stage the support of a foundation element 10 of a construction system by means of two support elements 11. Depending on the size of the planned construction system, further foundation elements are supported in the excavation pit, on which the entire construction system is then built.
  • the construction can be carried out in exactly the same way in a tub delimited by a wall.
  • the floor then forms the base 3 for the foundation body 4.
  • the laying of the foundation body 4 and the ceiling 7 with or without a grid 6, the insertion of the column members 8 and the filling of the material 9 are carried out in the same way as when using an excavation pit 1.
  • such a material layer 9 is used in all construction positions. This can expediently have a thickness of 200-600 mm.
  • the support of the foundation element 10 according to FIG. 4 is shown enlarged in FIG. 5.
  • the two foundation bodies 4 are composed of a foundation plate 12 and a holder 15 fastened on the upper side of the foundation plate 12.
  • the holder 15 is designed as a pipe socket in Fig. 5, but it can also have a different shape, e.g. of a massive body.
  • the holder 15 serves to fasten the column member 8, which in FIG. 5 is positively connected to the holder 15 by means of fastening bolts 16.
  • the other end of the column member 8 has a connecting member 17, which enables the coupling of the column member 8 to a connecting joint 18, which will be described in detail with reference to FIG. 9.
  • the connecting joint 18 is connected via a connecting member 17 to a fastening member 19 carrying the foundation element 10.
  • the fastening member 19 is a tube extending through the foundation element 10, in which a connecting member 17 is arranged at both ends as in the case of the column member 8.
  • FIG. 6 shows one side of a support of a foundation element 10 arranged freely above the material 9 by means of a support element 11 which is composed of several links.
  • the column member 8 is fastened with fastening bolts 16.
  • a connecting joint 18 is coupled to the connecting member 17 of the column member 8, to which a further column member 8 connects, which is coupled to a further connecting joint 18.
  • the further connecting joint 18 is coupled to a connecting member 17, which is connected to a fastening member 19, the latter of which protrudes into a fastening recess of the foundation element 10 and is held there in a form-fitting manner with a clamping bolt 21.
  • the support element 11 thus forms a positive connection between the foundation element 10 and the foundation body 4 covered by the material 9.
  • Another identical support element 11 is arranged in a mirror image of the central axis of the foundation element 10 (not shown).
  • FIG. 7 the column member 8 is designed as a full rod, in which a threaded pin 22 is arranged at one end and the other end as a connecting member 17 for coupling with a connecting joint 18 is formed.
  • the threaded pin 22 is screwed into a threaded insert 23 which is inserted in the foundation plate 12, which can be designed, for example, as a reinforced concrete plate.
  • the ceiling 7 extends over the surface of the foundation plate 12.
  • the foundation plate 12 is a solid plate made of metal, e.g. made of cast iron or steel, on the top of which a pin 24 is fastened with an internal thread, e.g. is welded on.
  • the threaded pin 22 of the column member 8 is screwed into the internal thread.
  • a connecting element 11 is shown in detail, which is composed of two similar joint parts 31, 32.
  • Each joint part 31, 32 has a hemisphere 33 to which a hollow body 34 in the form of a half cylinder connects. If this hollow body is screwed together with another hollow body 35 in the form of a half cylinder, a coupling part is produced which can be coupled, for example, to a connecting member 17 of a column member 8 or a fastening member 19.
  • the two hollow bodies 34, 35 are provided with an inner flange 37 at their free end.
  • a corresponding groove 38 is to be provided on the connecting member 17 of the column member 8 or of the fastening member 19.
  • webs can be provided in the inner flange 37 and in the groove 38, which, when the two hollow bodies 34, 35 are screwed together, result in an exact positional fixation in the circumferential direction by means of screw bolts.
  • a further positional fixation between the two hemispheres 33 is achieved in that the support surfaces are provided with serration 39. If the two hemispheres 33 are locked in the correct position, they are firmly pulled together by a screw bolt with a nut 40, 41.
  • the foundation element 10 is a vertically standing pipe which is connected to an end piece 45, which enables the support of this vertically standing foundation element with the foundation body 4.
  • a connecting member 46 in the form of a disc is fixedly arranged on the column member 8, which is connected to the holder 15 by means of fastening bolts 16 in the same way as in FIGS. 5 and 6, on which the end piece 45 is supported and fastened with screw bolts 47 is.
  • Construction site 50 is accessible via a ladder section A, to which a central section B and a pipe section C are connected with an exit to the outside.
  • the foundation bodies used in the construction system 50 are designated by F, supporting elements 11 according to FIG. 10 being used in the conductor part A, supporting elements 11 according to FIG. 6 in the central part B and supporting element 11 according to FIG. 5 in the tubular part C.
  • a total of 10 support bodies are arranged, which ensure great stability for the construction system 50.
  • FIGS. 12 and 13 The construction system shown in FIGS. 12 and 13 is built on the same foundation bodies F with the same spatial arrangement. This shows how a construction system can easily be replaced by a set of other components. The replacement can be carried out with relatively little effort and without difficulty.
  • a large number of different construction systems can therefore be set up on a single foundation body grouping.
  • the transition to a new foundation body grouping with a different number of different construction systems can also be carried out relatively easily.
  • the material 9 must be removed at least partially, whereupon the foundation body 4 is then brought into its new position.
  • the ceiling 7 with or without the grid 6 is then re-installed and the material 9 is reintroduced.
  • tubular and shell-shaped components shown in Figures 10 to 14 are not shown in detail. They can be double-walled as in FIGS. 5 and 6 and then correspond to the design of the components according to the EP, patents mentioned at the beginning. Depending on the intended use, the interior space between the walls can remain empty or be filled with a pressure medium or a solid material. For this purpose, reference is made to the two EP patents mentioned at the beginning.
  • the construction system according to the invention has various advantages: thanks to the sufficient number of foundation bodies 4 that can be used in each case, the construction system has great stability, which is further reinforced by the material 9 piled onto the ceiling 7.
  • the large area of the foundation plate 12 does not require a high compressive strength of the base 3.
  • the form-fitting connection of the support element 11 such a construction system offers great security of use.
  • high mechanical strength, simple and quick assembly and disassembly, low susceptibility to faults and good protection of the connections between the foundation body 4 and support elements 11 are also guaranteed.
  • the foundation body 4 can also be used for the construction of construction systems in which other components are used are considered as those under the two patents mentioned. It is only necessary to ensure a reliable connection between these components on the one hand and between the components and the support elements on the other.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • General Health & Medical Sciences (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Physical Education & Sports Medicine (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Revetment (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Foundations (AREA)

Abstract

1. Building construction which is composed of several building elements connected to one another in a form-fitting and/or force-fitting manner, of which some serve as foundation elements (10) for the other building elements, which foundation elements are supported on a base (3) and are fastened by means of single-component or multi-component supporting elements (11) at one or several foundation body/bodies (4) lying on the base, which body/bodies is/are composed of a foundation plate (12) lying on the base (3) and of a holder (15, 23, 24) connected to the foundation plate for fastening at least one supporting element, characterized in that the foundation body/bodies (4) is/are covered with a cover (7) projecting above the surface of the foundation body, over which cover there extends a bed of a flexible and/or pourable material (9), being sand or granulated substance of any form, size and any material or of mixtures of different materials.

Description

Die Erfindung betrifft eine Bauanlage nach dem Oberbegriff des Patentanspruchs 1.The invention relates to a construction system according to the preamble of claim 1.

Bekannte Bauanlagen der eingangs erwähnten Art werden auf Spielplätzen oder Turnanlagen aufgebaut. Damit die bei solchen Anlagen erforderliche Festigkeit und Sicherheit gewährleistet ist, werden sie als fest montierte Anlagen ausgeführt. Nachteilig ist aber bei diesen Anlagen, dass eine Auswechselbarkeit für andere Zwecke praktisch nicht möglich ist, ohne erhebliche Umbauarbeiten in Kauf zu nehmen. Aus diesem Grunde wird auf die Auswechslung solcher Anlagen verzichtet. Dies hat aber zur Folge, dass das Interesse an der Benützung dieser Anlagen abnimmt und damit der ursprünglich angestrebte Zweck nicht mehr oder nur beschränkt erfüllt wird.Known construction systems of the type mentioned at the outset are built on playgrounds or gymnasiums. To ensure the strength and safety required for such systems, they are designed as permanently installed systems. The disadvantage of these systems, however, is that they are practically impossible to replace for other purposes without having to accept considerable renovation work. For this reason, such systems are not replaced. However, this has the consequence that the interest in the use of these facilities decreases and the intended purpose is no longer or only partially fulfilled.

Aus EP-A-150008 ist eine Bauanlage bekannt, die aus mehreren, in beliebiger räumlicher Anordnung zusammenfügbaren Bauelementen zusammengesetzt ist. Ein Teil der Bauelemente ist hierbei als Hohlkörper ausgebildet, deren Wände einen Hohlraum umschliessen, der mit einem Material gefüllt ist, das vom Material der Wände abweicht. An den Bauelementen sind Oeffnungen und Verbindungsstellen vorgesehen, die zur Verbindung mit andern Baukörpern oder als Durchgang zu andern Baukörpern bzw. ins Freie dienen.From EP-A-150008 a construction system is known which is composed of several components which can be assembled in any spatial arrangement. A part of the components is designed as a hollow body, the walls of which enclose a cavity that is filled with a material that differs from the material of the walls. Openings and connection points are provided on the components, which serve to connect to other structures or as a passage to other structures or to the outside.

Aus EP-A-150009 ist weiter eine Bauanlage bekannt, die aus mehreren, in beliebiger räumlicher Anordnung zusammenfügbaren Baukörpern zusammengesetzt ist. Sie weisen an ihren Rändern Verbindungsmittel in Form von Gewinden auf, die einen formschlüssigen Zusammenbau der Baukörper ermöglichen.From EP-A-150009 a construction system is further known, which is composed of several structures that can be assembled in any spatial arrangement. At their edges, they have connecting means in the form of threads, which enable a form-fitting assembly of the structure.

Zudem ist aus GB-A-1 526 769 eine Bauanlage bekannt, bei der Fundamentkörper zum Abstützen von Bauelementen sich aus einer, auf einer Unterlage liegenden Fundamentplatte und einem Halter zusammensetzen.In addition, from GB - A-1 526 769 a construction system is known in which foundation bodies for supporting components are composed of a foundation plate lying on a base and a holder.

Die Erfindung betrifft auch eine Bauanlage, die aus einem Satz von Bauelementen zusammengebaut ist, wie sie beispielsweise in den beiden zuerst genannten älteren schutzrechten beschrieben sind.The invention also relates to a construction system which is assembled from a set of components, such as are described, for example, in the two older property rights mentioned first.

Aufgabe der Erfindung ist es, Bauanlagen der eingangs beschriebenen Art so auszugestalten, dass eine zuverlässige Fixierung der Bauelemente und damit eine hohe Festigkeit und Sicherheit der Bauanlage erreicht wird, trotzdem aber eine leichte Auswechselbarkeit von Sätzen solcher Bauelemente erreicht wird, wobei diese Arbeit mit geringem Zeitaufwand und ohne aufwendige Grabarbeiten ausgeführt werden kann.The object of the invention is to design construction systems of the type described in the introduction such that a reliable fixation of the components and thus a high strength and security of the construction system is achieved, but nevertheless an easy interchangeability of sets of such components is achieved, this work taking up little time and can be carried out without expensive digging.

Diese Aufgabe wird gemäss der Erfindung durch das Kennzeichen des Patentanspruchs 1 gelöst.This object is achieved according to the invention by the characterizing part of patent claim 1.

Unterlage liegenden Fundamentplatte und aus einem auf des Fundmentplatte angeordneten, mit der Fundamentplatte verbundenen Halter zur Befestigung mindestens eines Stützelementes zusammen. Die Fundamentplatte kann hierbei aus Metall oder aus Beton, z.B. armiertem Beton oder aus Kunststein, ausgebildet sein.Underlying foundation plate and from a arranged on the foundation plate, connected to the foundation plate holder for fastening at least one support element together. The foundation plate can be made of metal or concrete, e.g. reinforced concrete or artificial stone.

Die Erfindung ist in der Zeichnung in einigen Ausführungsbeispielen dargestellt und nachfolgend beschrieben.The invention is shown in the drawing in some embodiments and described below.

Es zeigen:

  • Fig. 1-4 eine schematische Darstellung der Errichtung einer Bauanlage in verschiedenen Baustadien, wobei
  • Fig. 1 die Platzierung von Fundamentkörpern in einer Baugrube,
  • Fig. 2 das Abdecken der Fundamentkörper mit einem Gitterrost und einer Decke,
  • Fig. 3 das Befestigen von Säulengliedern auf den Fundamentkörpern und
  • Fig. 4 die fertige Abstützung eines Fundamentelementes der Bauanlage und die durch ein schüttfähiges Material aufgefüllte Baugrube zeigt,
  • Fig. 5 die fertige Abstützung eines Fundamentelementes in vergrösserter Darstellung,
  • Fig. 6 eine weitere Ausführungsform einer Abstützung eines Fundamentelementes in teilweiser Darstellung,
  • Fig. 7 eine schematische Darstellung einer Ausführungsform des Fundamentkörpers,
  • Fig. 8 eine schematische Darstellung einer weiteren Ausführungsform des Fundamentkörpers,
  • Fig. 9 eine schematische Darstellung eines Verbindungsgelenkes zur Verwendung bei Stützelementen für das Abstützen von Fundamentelementen an Fundamentkörpern,
  • Fig. 10 eine schematische Darstellung eines an einem Fundamentkörper befestigten Stützelementes mit einem Verbindungsglied zum Befestigen eines vertikalen Fundamentelementes,
  • Fig. 11 eine Ansicht einer schematisch dargetellten Bauanlage, die auf mehreren, mit bestimmten Abständen angeordneten Fundamentkörpern abgestützt ist,
  • Fig. 12 eine Draufsicht der Bauanlage nach Fig. 12,
  • Fig. 13 eine Seitenansicht einer weiteren Bauanlage, die auf den mit denselben Abständen wie in Fig. 12 angeordneten Fundamentkörpern abgestützt ist, und
  • Fig. 14 eine Draufsicht der Bauanlage nach Fig. 13.
Show it:
  • Fig. 1-4 is a schematic representation of the construction of a construction plant in different stages of construction, wherein
  • 1 the placement of foundation bodies in an excavation pit,
  • 2 covering the foundation body with a grating and a ceiling,
  • Fig. 3, the attachment of column members on the foundation bodies and
  • 4 shows the finished support of a foundation element of the construction system and the construction pit filled up by a pourable material,
  • 5 shows the finished support of a foundation element in an enlarged view,
  • 6 shows a further embodiment of a support of a foundation element in a partial representation,
  • 7 is a schematic representation of an embodiment of the foundation body,
  • 8 shows a schematic illustration of a further embodiment of the foundation body,
  • 9 shows a schematic representation of a connecting joint for use in support elements for supporting foundation elements on foundation bodies,
  • 10 is a schematic representation of a support element fastened to a foundation body with a connecting member for fastening a vertical foundation element,
  • 11 is a view of a schematically represented construction plant, which is supported on several foundation bodies arranged at certain distances,
  • 12 is a plan view of the construction system of FIG. 12,
  • FIG. 13 is a side view of a further construction system which is supported on the foundation bodies arranged at the same distances as in FIG. 12, and
  • 14 is a top view of the construction system of FIG. 13.

Die Erfindung geht von der Ueberlegung aus, dass eine Bauanlage, die aus mehreren Baukörpern zusammengesetzt ist, auf einer Unterlage abgestützt und fixiert werden muss, damit eine ausreichende Festigkeit und Sicherheit der Anlage gewährleistet ist.The invention is based on the consideration that a construction system, which is composed of several structures, must be supported and fixed on a base so that sufficient strength and security of the system is guaranteed.

In Fig. 1 bis 4 ist der Aufbau einer Bauanlage schematisch dargestellt. Zünachst wird eine flache Baugrube 1 erstellt und allenfalls mit Stützmauern 2 abgestützt. Der Boden der Baugrube 1 bildet die Unterlage 3 für Fundamentkörper 4. Es werden hierbei soviel Fundamentkörper 4 verlegt, als für die Stabilität und Sicherheit der Bauanlage erforderlich sind. Für das Aufstellen einer Stange genügt eine beispielsweise einzige Fundamentplatte, während begehbare und durchkriechbare Bauanlagen eine grössere Anzahl Fundamentkörper 4 benötigen können. Zum Verlegen der Fundamentkörper 4 kann, wie dies in Fig. 1 schematisch dargestellt ist, eine Schablone 5 verwendet werden. Nach dem Verlegen der Fundamentkörper 4 werden die Fundamentkörper 4 mit einem Netzwerk oder Gitter 6 bedeckt, die jedoch die Fläche der Fundamentkörper 4 überragen. Als Gitter eignet sich beispielsweise eine Gitterrost aus Stabeisen. Auf das Gitter wird eine Decke 7 ausgebreitet, die ebenfalls die Fläche der Fundamentkörper 4 überragt, siehe Fig. 2. Es kann wahlweise sowohl das Gitter 6 und die Decke 7, aber auch nur die Decke 7 auf die Fundamentkörper 4 gelegt werden.1 to 4, the construction of a construction system is shown schematically. Zünachst a shallow excavation pit 1 is created and possibly supported with retaining walls 2. The bottom of the excavation pit 1 forms the base 3 for the foundation body 4. Here, as much foundation body 4 is laid as is necessary for the stability and security of the construction system. A single foundation plate, for example, is sufficient for setting up a rod, while accessible and crawlable construction systems may require a larger number of foundation bodies 4. For laying the fun dam body 4, as shown schematically in Fig. 1, a template 5 can be used. After laying the foundation body 4, the foundation body 4 is covered with a network or grid 6, which, however, protrude beyond the surface of the foundation body 4. For example, a grating made of bar iron is suitable as a grating. A blanket 7 is spread out on the grid, which also projects beyond the surface of the foundation body 4, see FIG. 2. Both the grid 6 and the blanket 7, but also only the blanket 7, can be placed on the foundation body 4.

An den Fundamentkörpern 4 werden nun Säulenglieder 8 befestigt, siehe Fig. 3. Das Säulenglied 8 ist ein Teil eines eingliedrigen oder mehrgliedrigen Stützelementes 11, das noch im Detail beschrieben wird.Column members 8 are now fastened to the foundation bodies 4, see FIG. 3. The column member 8 is part of a one-part or multi-part support element 11, which will be described in detail below.

Sind die Säulenglieder 8 montiert, wird die Baugrube 1 mit einem schüttfähigen Material 9 aufgefüllt, das die Aufgabe hat, als Dämpfungsschicht zur Vermediung von Unfällen zu wirken. Als Material eignet sich beispielsweise Sand in reiner oder gemischter Form, z.B. mit Kunststoffschnitzeln. Zudem bildet das Material 9 ein zusätzliches Gewicht zur Belastung der Fundamentkörper 4. Durch die Verwendung der Decke 7 mit oder ohne Gitter 6 wird einerseits die Wirkung der Last des Materials 9 erhöht, indem der Widerstand gegen Horizontalkräfte vergrössert wird, und andererseits das Eindringen des meist feinkörnigen Materials 4 4 unter die Fundamentkörper 4 vermieden. Das Gitter 6 unterstützt noch die durch die Decke 7 hervorgerufene Wirkung.If the column members 8 are mounted, the construction pit 1 is filled with a pourable material 9, which has the task of acting as a damping layer for the mediation of accidents. For example, sand in pure or mixed form, e.g. with plastic chips. In addition, the material 9 forms an additional weight for loading the foundation body 4. By using the ceiling 7 with or without a grid 6, on the one hand the effect of the load of the material 9 is increased by increasing the resistance to horizontal forces, and on the other hand the penetration of the mostly fine-grained material 4 4 avoided under the foundation body 4. The grid 6 also supports the effect caused by the ceiling 7.

Fig. 4 zeigt als Endstufe die Abstützung eines Fundamentelementes 10 einer Bauanlage mittels zwei Stützelementen 11. Je nach der Grösse der geplanten Bauanlage werden weitere Fundamentelemente in der Baugrube abgestützt, auf denen dann die gesamte Bauanlage aufgebaut wird.4 shows as a final stage the support of a foundation element 10 of a construction system by means of two support elements 11. Depending on the size of the planned construction system, further foundation elements are supported in the excavation pit, on which the entire construction system is then built.

Anstelle der in Fig. 1 bis 4 dargestellten Errichtung einer Bauanlage in einer Baugrube kann der Aufbau in genau gleicher Weise in einem durch eine Mauer begrenzte Wanne vorgenommen werden. Der Boden bildet dann die Unterlage 3 für die Fundamentkörper 4. Das Verlegen der Fundamentkörper 4 und der Decke 7 mit oder ohne Gitter 6, das Einsetzen der Säulenglieder 8 und das Einfüllen des Materials 9 erfolgen in gleicher Weise wie bei der Verwendung einer Baugrube 1. Im Hinblick auf ihre wichtige Funktion wird bei allen Baulagen eine solche Materialschicht 9 verwendet. Diese kann zweckmässig eine Stärke von 200-600 mm aufweisen.Instead of the construction of a construction system in a construction pit shown in FIGS. 1 to 4, the construction can be carried out in exactly the same way in a tub delimited by a wall. The floor then forms the base 3 for the foundation body 4. The laying of the foundation body 4 and the ceiling 7 with or without a grid 6, the insertion of the column members 8 and the filling of the material 9 are carried out in the same way as when using an excavation pit 1. With regard to its important function, such a material layer 9 is used in all construction positions. This can expediently have a thickness of 200-600 mm.

In Fig. 5 ist die Abstützung des Fundamentelementes 10 nach Fig. 4 vergrössert dargestellt. Die beiden Fundamentkörper 4 setzen sich aus einer Fundmentplatte 12 und einem auf der Oberseite der Fundamentplatte 12 befestigten Halter 15 zusammen. Der Halter 15 ist in Fig. 5 als Rohrstutzen ausgebildet, jedoch kann er auch eine andere Form aufweisen, z.B. eines massiven Körpers. Der Halter 15 dient zur Befestigung des Säulengliedes 8, das in Fig. 5 mittels Befestigungsbolzen 16 formschlüssig mit dem Halter 15 verbunden ist. Das andere Ende des Säulengliedes 8 weist ein Verbindungglied 17 auf, das das Koppeln des Säulengliedes 8 mit einem Verbindungsgelenk 18 ermöglicht, das noch anhand von Fig. 9 im Detail beschrieben wird. Das andere Ende des Verbindungsgelenkes 18 ist über ein Verbindungsglied 17 mit einem das Fundamentelement 10 tragenden Befestigungsglied 19 verbunden. In der Ausführung nach Fig. 5 ist das Befestigungsglied 19 ein sich durch das Fundamentelement 10 erstrekkendes Rohr, bei dem an beiden Enden je ein Verbindungsglied 17 wie beim Säulenglied 8 angeordnet ist.The support of the foundation element 10 according to FIG. 4 is shown enlarged in FIG. 5. The two foundation bodies 4 are composed of a foundation plate 12 and a holder 15 fastened on the upper side of the foundation plate 12. The holder 15 is designed as a pipe socket in Fig. 5, but it can also have a different shape, e.g. of a massive body. The holder 15 serves to fasten the column member 8, which in FIG. 5 is positively connected to the holder 15 by means of fastening bolts 16. The other end of the column member 8 has a connecting member 17, which enables the coupling of the column member 8 to a connecting joint 18, which will be described in detail with reference to FIG. 9. The other end of the connecting joint 18 is connected via a connecting member 17 to a fastening member 19 carrying the foundation element 10. In the embodiment according to FIG. 5, the fastening member 19 is a tube extending through the foundation element 10, in which a connecting member 17 is arranged at both ends as in the case of the column member 8.

In Fig. 6 ist die eine Seite einer Abstützung eines frei über dem Material 9 angeordneten Fundamentelementes 10 durch ein Stützelement 11 dargestellt, das aus mehreren Gliedern zusammengesetzt ist. Im Halter 15 des Fundamentkörpers 4 ist das Säulenglied 8 mit Befestigungsbolzen 16 befestigt. Am Verbindungsglied 17 des Säulengliedes 8 ist ein Verbindungsgelenk 18 angekuppelt, an welches ein weiters Säulenglied 8 anschliesst, das mit einem weiteren Verbindungsgelenk 18 gekuppelt ist. Das weitere Verbindungsgelenk 18 ist mit einem Verbindungsglied 17 gekuppelt, das mit einem Befestigungsglied 19 verbunden ist, welch letzteres in eine Befestigungsvertiefung des Fundamentelementes 10 ragt und dort mit einem Spannbolzen 21 formschlüssig gehalten ist. Das Stützelement 11 bildet somit eine formschlüssige Verbindung zwischen dem Fundamentelement 10 und dem vom Material 9 bedeckten Fundamentkörper 4. Ein weiteres gleiches Stützelement 11 ist spiegelbildlich zur Mittelachse des Fundamentelementes 10 angeordnet (nicht dargestellt).6 shows one side of a support of a foundation element 10 arranged freely above the material 9 by means of a support element 11 which is composed of several links. In the holder 15 of the foundation body 4, the column member 8 is fastened with fastening bolts 16. A connecting joint 18 is coupled to the connecting member 17 of the column member 8, to which a further column member 8 connects, which is coupled to a further connecting joint 18. The further connecting joint 18 is coupled to a connecting member 17, which is connected to a fastening member 19, the latter of which protrudes into a fastening recess of the foundation element 10 and is held there in a form-fitting manner with a clamping bolt 21. The support element 11 thus forms a positive connection between the foundation element 10 and the foundation body 4 covered by the material 9. Another identical support element 11 is arranged in a mirror image of the central axis of the foundation element 10 (not shown).

In Fig. 7 und 8 sind Varianten des Fundamentkörpers 4 dargestellt, wobei in Fig. 7 das Säulenglied 8 als voller Stab ausgebildet ist, bei dem an dem einen Ende ein Gewindezapfen 22 angeordnet ist und das andere Ende als Verbindungsglied 17 zur Kupplung mit einem Verbindungsgelenk 18 ausgebildet ist. Der Gewindezapfen 22 ist in einen Gewindeeinsatz 23 eingeschraubt, der in der Fundamentplatte 12 eingesetzt ist, die beispielsweise als armierte Betonplatte ausgeführt sein kann. Die Decke 7 erstreckt sich über die Fläche der Fundmentplatte 12.7 and 8 variants of the foundation body 4 are shown, wherein in FIG. 7 the column member 8 is designed as a full rod, in which a threaded pin 22 is arranged at one end and the other end as a connecting member 17 for coupling with a connecting joint 18 is formed. The threaded pin 22 is screwed into a threaded insert 23 which is inserted in the foundation plate 12, which can be designed, for example, as a reinforced concrete plate. The ceiling 7 extends over the surface of the foundation plate 12.

In Fig. 8 ist die Fundamentplatte 12 eine massive Platte aus Metall, z.B. aus Gusseisen oder Stahl, auf deren Oberseite ein Zapfen 24 mit einem Innengewinde befestigt, z.B. angeschweisst, ist. In das Innengewinde ist der Gewindezapfen 22 des Säulengliedes 8 eingeschraubt.In Fig. 8 the foundation plate 12 is a solid plate made of metal, e.g. made of cast iron or steel, on the top of which a pin 24 is fastened with an internal thread, e.g. is welded on. The threaded pin 22 of the column member 8 is screwed into the internal thread.

In Fig. 9 ist ein Verbindungselement 11 im Detail dargestellt, das aus zwei gleichartigen Gelenkteilen 31, 32 zusammengesetzt ist. Jeder Gelenkteil 31, 32 weist eine Halbkugel 33 auf, an die ein Hohlkörper 34 in Form eines halben Zylinders anschliesst. Wird dieser Hohlkörper mit einem weiteren Hohlkörper 35 in Form eines halben Zylinders zusammengeschraubt, entsteht ein Kupplungsteil, der beispielsweise mit einem Verbindungsglied 17 eines Säulengliedes 8 oder eines Befestigungsgliedes 19 kuppelbar ist. Damit eine formschlüssige Halterung erreicht wird, werden die beiden Hohlkörper 34, 35 an ihrem freien Ende mit einem Innenflansch 37 versehen. Am Verbindungsglied 17 des Säulengliedes 8 oder des Befestigungsgliedes 19 ist eine entsprechende Rille 38 vorzusehen. Zur Fixierung der gegenseitigen Lage können im Innenflansch 37 und in der Rille 38 Stege vorgesehen werden, die beim Zusammenschrauben der beiden Hohlkörper 34, 35 mittels Schraubenbolzen eine genaue Lagefixierung in Umfangsrichtung ergeben. Eine weitere Lagefixierung zwischen den beiden Halbkugeln 33 wird dadurch erreicht, dass die Auflageflächen mit einer Kerbverzahnung 39 versehen sind. Sind die beiden Halbkugeln 33 in der richtigen Lage eingerastet, werden sie durch einen Schraubenbolzen mit einer Mutter 40, 41 fest zusammengezogen.In Fig. 9, a connecting element 11 is shown in detail, which is composed of two similar joint parts 31, 32. Each joint part 31, 32 has a hemisphere 33 to which a hollow body 34 in the form of a half cylinder connects. If this hollow body is screwed together with another hollow body 35 in the form of a half cylinder, a coupling part is produced which can be coupled, for example, to a connecting member 17 of a column member 8 or a fastening member 19. In order to a form-fitting holder is reached, the two hollow bodies 34, 35 are provided with an inner flange 37 at their free end. A corresponding groove 38 is to be provided on the connecting member 17 of the column member 8 or of the fastening member 19. To fix the mutual position, webs can be provided in the inner flange 37 and in the groove 38, which, when the two hollow bodies 34, 35 are screwed together, result in an exact positional fixation in the circumferential direction by means of screw bolts. A further positional fixation between the two hemispheres 33 is achieved in that the support surfaces are provided with serration 39. If the two hemispheres 33 are locked in the correct position, they are firmly pulled together by a screw bolt with a nut 40, 41.

In Fig. 10 ist das Fundamentelement 10 ein senkrecht stehendes Rohr, das mit einem Endstück 45 verbunden ist, das die Abstützung diese senkrecht stehenden Fundamentelementes mit dem Fundamentkörper 4 ermöglicht. Zu diesem Zweck ist am Säulenglied 8, das in gleicher Weise wie in Fig. 5 und 6 mittels Befestigungsbolzen 16 mit dem Halter 15 verbunden ist, ein Verbindungsglied 46 in Form einer Scheibe fest angeordnet, auf dem das Enstück 45 abgestützt und mit Schraubenbolzen 47 befestigt ist.In Fig. 10, the foundation element 10 is a vertically standing pipe which is connected to an end piece 45, which enables the support of this vertically standing foundation element with the foundation body 4. For this purpose, a connecting member 46 in the form of a disc is fixedly arranged on the column member 8, which is connected to the holder 15 by means of fastening bolts 16 in the same way as in FIGS. 5 and 6, on which the end piece 45 is supported and fastened with screw bolts 47 is.

In Fig. 11 und 12 ist eine aus mehreren Bauelementen zusammengesetzte Bauanlage 50 dargestellt, deren Fundamentelemente mit 10 bezeichnet sind. Die Bauanlage 50 ist über einen Leiterteil A begehbar, an den ein Zentralteil B und ein Rohrteil C mit einem Ausgang ins Freie anschliesst.11 and 12 show a construction system 50 composed of several components, the foundation elements of which are designated by 10. Construction site 50 is accessible via a ladder section A, to which a central section B and a pipe section C are connected with an exit to the outside.

In Fig. 12 sind die bei der Bauanlage 50 verwendeten Fundamentkörper mit F bezeichnet, wobei im Leiterteil A Stützelemente 11 nach Fig. 10, im Zentralteil B Stützelemente 11 nach Fig. 6 und im Rohrteil C Stützelement 11 nach Fig. 5 verwendet werden. Im ganzen sind 10 Stützkörper angeordnet, die für die Bauanlage 50 eine grosse Stabilität gewährleisten.In FIG. 12, the foundation bodies used in the construction system 50 are designated by F, supporting elements 11 according to FIG. 10 being used in the conductor part A, supporting elements 11 according to FIG. 6 in the central part B and supporting element 11 according to FIG. 5 in the tubular part C. A total of 10 support bodies are arranged, which ensure great stability for the construction system 50.

Die in Fig. 12, und 13 dargestellte Bauanlage ist auf denselben Fundamentkörpern F mit derselben räumlichen Anordnung aufgebaut. Damit wird gezeigt, wie in einfacher Weise eine Bauanlage durch einen Satz anderer Bauelemente ersetzt werden kann. Die Auswechslung kann hierbei mit verhältnismässig geringem Arbeitsaufwand und ohne Schwierigkeiten durchgeführt werden.The construction system shown in FIGS. 12 and 13 is built on the same foundation bodies F with the same spatial arrangement. This shows how a construction system can easily be replaced by a set of other components. The replacement can be carried out with relatively little effort and without difficulty.

Auf einer einzigen Fundamentkörpergruppierung kann demnach eine Mehrzahl verschiedener Bauanlagen aufgestellt werden. Aber auch der Uebergang zu einer neuen Fundamentkörpergruppierung mit einer anderen Mehrzahl verschiedener Bauanlagen kann verhältnismässig einfach durchgeführt werden. Hierzu muss das Material 9 mindestens teilweise entfernt werden, worauf dann die Fundamentkörper 4 in ihre neue Lage gebracht werden. Die Decke 7 mit oder ohne Gitter 6 wird dann neu verlegt und das Material 9 wieder eingebracht.A large number of different construction systems can therefore be set up on a single foundation body grouping. The transition to a new foundation body grouping with a different number of different construction systems can also be carried out relatively easily. For this purpose, the material 9 must be removed at least partially, whereupon the foundation body 4 is then brought into its new position. The ceiling 7 with or without the grid 6 is then re-installed and the material 9 is reintroduced.

Die in den Figuren 10 bis 14 dargestellten rohrförmigen und schalenförmigen Bauelemente sind nicht näher dargestellt. Sie können wie in Fig. 5 und 6 doppelwandig sein und entsprechen dann der Ausführung der Bauelemente gemäss dem eingangs erwähnten EP, Patenten. Der zwischen den Wänden vorhandene Innenraum kann je nach Verwendungszweck leer bleiben oder mit einem Druckmedium oder einem festen Material gefüllt sein. Es wird hierzu auf die beiden eingangs erwähnten EP Patente verwiesen.The tubular and shell-shaped components shown in Figures 10 to 14 are not shown in detail. They can be double-walled as in FIGS. 5 and 6 and then correspond to the design of the components according to the EP, patents mentioned at the beginning. Depending on the intended use, the interior space between the walls can remain empty or be filled with a pressure medium or a solid material. For this purpose, reference is made to the two EP patents mentioned at the beginning.

Die Bauanlage gemäss der Erfindung, wie sie vorstehend anhand von Beispielen beschrieben wurde weist verschiedene Vorteile auf: Dank der in ausreichender Zahl jeweils einsetzbaren Fundamentkörper 4 weist die Bauanlage eine grosse Standfestigkeit auf, die durch das auf die Decke 7 aufgeschüttete Material 9 noch verstärkt wird. Die grosse Fläche der Fundamentplatte 12 verlangt keine hohe Druckfestigkeit der Unterlage 3. Bei der Auswechslung eines Satzes von Bauelementen müssen keine Grabartigen durchgeführt werden, auch nicht, wenn die Gruppierung der Fundamentkörper verändert wird. Dank der formschlüssigen Verbindung der Stützelement 11, bietet eine solche Bauanlage eine grosse Benützungssicherheit. Gewährleistet sind aber auch eine hohe mechanische Festigkeit, eine einfache und schnelle Montage und Demontage, eine geringe Störanfälligkeit und ein guter Schutz der Verbindungen zwischen Fundamentkörper 4 und Stützelementen 11. Die Fundamentkörper 4 können auch zur Errichtung von Bauanlagen eingesetzt werden, bei denen andere Bauelemente verwendet werden als die nach den beiden genannten Patenten. Es muss lediglich eine zuverlässige Verbindung zwischen diesen Bauelementen einerseits und zwischen den Bauelementen und den Stützelementen andererseits gewährleistet sein.The construction system according to the invention, as described above with the aid of examples, has various advantages: thanks to the sufficient number of foundation bodies 4 that can be used in each case, the construction system has great stability, which is further reinforced by the material 9 piled onto the ceiling 7. The large area of the foundation plate 12 does not require a high compressive strength of the base 3. When replacing a set of components, no grave-like structures have to be carried out, even if the grouping of the foundation bodies is changed. Thanks to the form-fitting connection of the support element 11, such a construction system offers great security of use. However, high mechanical strength, simple and quick assembly and disassembly, low susceptibility to faults and good protection of the connections between the foundation body 4 and support elements 11 are also guaranteed. The foundation body 4 can also be used for the construction of construction systems in which other components are used are considered as those under the two patents mentioned. It is only necessary to ensure a reliable connection between these components on the one hand and between the components and the support elements on the other.

Claims (8)

1. Building construction which is composed of several building elements connected to one another in a form-fitting and/or force-fitting manner, of which some serve as foundation elements (10) for the other building elements, which foundation elements are supported on a base (3) and are fastened by means of single- component or multi-component supporting elements (11) at one or several foundation body/ bodies (4) lying on the base, which body/bodies is/ are composed of a foundation plate (12) lying on the base (3) and of a holder (15, 23, 24) connected , to the foundation plate for fastening at least one supporting element, characterized in that the foundation body/bodies (4) is/are covered with a cover (7) projecting above the surface of the foundation body, over which cover there extends a bed of a flexible and/or pourable material (9), being sand or granulated substance of any form, size and any material or of mixtures of different materials.
2. Building construction according to claim 1, characterized in that a network (6), e.g. a grating of iron bars, is arranged between the foundation body (4) and the cover (7).
3. Building construction according to claim 1 or 2, characterized in that the foundation plate (12) is constructed as a solid plate of metal, of concrete, e.g. reinforced concrete or or artificial stone.
4. Building construction according to claim 1, characterized in that the supporting element (11) has at least one column component (8) and a connection component (17, 46), whereby the column component is connected in a form-fitting manner, e.g. with fastening bolts (16), to the holder (15, 23, 24) and the connection component is connected preferably in a form-fitting manner by means of a fastening component (19) to the foundation element (10).
5. Building construction according to claim 4, characterized in that the supporting element (11) is composed of column components (8), at least one connection joint (18) and connection components (17).
6. Building construction according to claim 5, characterized in that the connection joint (18) is composed of two linkage parts (31, 32), whereby each linkage part has a hemisphere (33) and a cylindrical hollow body half (34), the latter, joined together with a further hollow body half (35), forming a holding part for the form-fitting coupling with a column component (8) or with a connection component (17, 19).
7. Building construction according to claim 6, characterized in that the holding part formed from the hollow body halves (34, 35) has an inner flange (37) which is intended for the form-fitting reception of a connection component (17), provided with a groove (38), of a column component (8) or of a fastening component (19).
8. Building construction according to claim 4 or 5, characterized in that the fastening component (19) is a hollow or solid body which can be suitably inserted into fastening recesses (20) of the foundation elements (10).
EP86101301A 1985-03-04 1986-01-31 Multicomponent building construction Expired - Lifetime EP0193737B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86101301T ATE56772T1 (en) 1985-03-04 1986-01-31 CONSTRUCTION PLANT MADE OF SEVERAL COMPONENTS.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH969/85A CH670278A5 (en) 1985-03-04 1985-03-04
CH969/85 1985-03-04

Publications (3)

Publication Number Publication Date
EP0193737A2 EP0193737A2 (en) 1986-09-10
EP0193737A3 EP0193737A3 (en) 1987-12-09
EP0193737B1 true EP0193737B1 (en) 1990-09-19

Family

ID=4199409

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86101301A Expired - Lifetime EP0193737B1 (en) 1985-03-04 1986-01-31 Multicomponent building construction

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EP (1) EP0193737B1 (en)
AT (1) ATE56772T1 (en)
CH (1) CH670278A5 (en)
DE (1) DE3674225D1 (en)
ES (1) ES8700712A1 (en)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2944815A (en) * 1958-03-06 1960-07-12 Austin S Moyer Mounting of gymnastic equipment
GB1138339A (en) * 1965-12-28 1969-01-01 Geoffrey William Thomas Support apparatus, particularly but not exclusively for games posts
GB1342624A (en) * 1972-05-31 1974-01-03 Lewington B H Amusement or exercise device
FR2198382A5 (en) * 1972-08-30 1974-03-29 Gesret Pierre
US3837641A (en) * 1973-02-02 1974-09-24 C Hanson Rotatable swing bar
US3840203A (en) * 1973-08-17 1974-10-08 F Sheehy Base plate for outdoor gym sets
BE815567A (en) * 1974-05-27 1974-09-16 STRUCTURES FOR THE DEVELOPMENT OF PLAYGROUNDS AND GARDENS.
GB1526769A (en) * 1976-11-30 1978-09-27 Staines Metal Prod Ltd Below ground clamp unit

Also Published As

Publication number Publication date
ES8700712A1 (en) 1986-11-16
ATE56772T1 (en) 1990-10-15
EP0193737A3 (en) 1987-12-09
CH670278A5 (en) 1989-05-31
DE3674225D1 (en) 1990-10-25
ES552310A0 (en) 1986-11-16
EP0193737A2 (en) 1986-09-10

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