EP1748119A2 - Prefabricated foundation and pillar assembly for building constructions - Google Patents

Prefabricated foundation and pillar assembly for building constructions Download PDF

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Publication number
EP1748119A2
EP1748119A2 EP06004911A EP06004911A EP1748119A2 EP 1748119 A2 EP1748119 A2 EP 1748119A2 EP 06004911 A EP06004911 A EP 06004911A EP 06004911 A EP06004911 A EP 06004911A EP 1748119 A2 EP1748119 A2 EP 1748119A2
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EP
European Patent Office
Prior art keywords
foundation
support
tabs
prefabricated
prefabricated foundation
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Granted
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EP06004911A
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German (de)
French (fr)
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EP1748119B1 (en
EP1748119A3 (en
Inventor
Ortwin Goldbeck
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Goldbeck GmbH
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Goldbeck GmbH
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Priority to PL06004911T priority Critical patent/PL1748119T3/en
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Publication of EP1748119A3 publication Critical patent/EP1748119A3/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • 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
    • 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
    • E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts

Definitions

  • the invention relates to a prefabricated foundation and support structure for buildings, with at least one foundation in the form of a concrete block provided with reinforcing steel and at least one support.
  • a horizontal in-situ concrete layer is produced on the construction site, which is referred to as a cleanliness layer.
  • the foundations are aligned, and the existing space is potted with liquid concrete. Then the support is connected to the foundation.
  • quiver foundations In this construction so-called quiver foundations are known. These quiver foundations have on the upper side of an insertion opening, which can have a depth of up to 90 cm. The supports are pushed into these openings.
  • the deep insertion opening, from which the term "quiver foundations" is derived, has the consequence that these foundations are very voluminous and bulky, so that they require a corresponding transport capacity during transport.
  • the invention has for its object to provide an assembly of foundation and support of the type described above, which require relatively little storage space on transport vehicles and the rest are easy to install.
  • the arrangement according to the invention is characterized in that for connection of the support with the foundation at the top of the foundation and at the lower end of the support tabs are provided, which in the mounted position of the support at the foundation aligned holes, and that Bolts are provided for connecting mutually associated tabs by striking into the aligned bores.
  • the inventive concept for connecting the foundation and a support allows a very space-saving design for the foundation.
  • An upstanding quiver is not required.
  • the foundations can thus be formed as relatively flat, possibly chamfered to both sides, desk-shaped blocks.
  • the tabs of the foundation are preferably located within grooves or channels formed on the upper side and into which the downwardly projecting tabs of the posts can be inserted. Within these grooves, the connection can be potted after the bolts are driven in, so that any additional securing of the bolts is not necessary. With the specified type of connection of the supports and foundations a relatively high angular accuracy between the supports and foundations is achieved, so that a fine adjustment is not provided within the inventive compound of the tabs. Rather, it is sufficient to align the foundations on the cleanliness layer exactly.
  • the tabs are preferably formed by metal plates which are connected to the reinforcing steel lying in the foundation and in the supports.
  • tab connections are provided in a rectangular band. It can be used on one side, approximately at the bottom of the support, in each case a pair of spaced tabs, between the tabs a tab is inserted at the top of the foundation.
  • a foundation with 10 and a shortened support has been designated 12.
  • the foundation is an outline rectangular, substantially plate-shaped precast concrete whose upper surface on two opposite sides of desk-shaped chamfers 14,16. Between these chamfers is a horizontal surface 18.
  • two parallel channels 20,22 which extend transversely across the horizontal surface 18 and terminate in the two opposite chamfers 14,16, as shown in FIG. 1 is shown.
  • Through these channels 20,22 across a flat, rectangular recess 24 is provided in the center of the horizontal surface 18, which serves to receive a support 12.
  • the support 12 is also a reinforced precast concrete element.
  • the invention is not limited to supports consisting essentially of concrete, but also includes arrangements with a foundation 10 of the type described above and a support of another suitable material. Within the support run reinforcing bars 32,34, whose course is also indicated in Fig. 1. Naturally, 10 reinforcing steels are also provided within the foundation, which are not shown in Fig. 1, however.
  • Fig. 2 is a perspective view of a lower side of the support 12.
  • the reinforcing steels which are indicated in Fig. 2 as 36,38,40,42 on one side and 44,46,48,50 on the other side , from the concrete carcass.
  • metal plates 52 are respectively welded between two reinforcing steels, as will be explained by the example of reinforcing steels 40 and 42 in the lower left-hand corner in FIG. 2.
  • These metal plates 52 generally steel plates, have a central bore 54.
  • four arranged in a rectangular band straps are formed, which serve to connect with corresponding tabs of the foundation, as will be explained in more detail below. These tabs are in a manner not shown within the two channels 20 and 22 shown in Fig. 1.
  • Fig. 3 the foundation 10 is shown in a side view.
  • the course of the channels 20,22 is indicated by dashed lines.
  • tabs 56,58 and 60,62 which, as indicated in Fig. 3, connected to the ends of reinforcing steels 64, in particular welded.
  • the metal plates 52 shown in FIG. 2, which form the tabs at the lower end of the supports, can be slid against the respective paired and spaced tabs 56, 58 and 60, 62 at the bottom of the channels 20, 22.
  • the holes 54 of the metal plates 52, which form the tabs of the support aligned with corresponding holes in the paired tabs 56,58,60,62 of the foundation 10, so that it is now possible, 66,68 in insert the aligned holes, in particular strike.
  • the links are connected on both sides with the reinforcing bars of the concrete parts.
  • the channels 20,22 are filled after the connection with concrete, so that the bolts 66,68 are permanently anchored in holes.
  • Fig. 4 is a side view perpendicular to the side view of Fig. 3 and also showing the parts of the connecting mechanism in partially dashed, partially drawn in solid lines representation.
  • the reference numerals used in Fig. 4 correspond to the reference numerals in the other drawings, so that a detailed re-explanation is not required.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Foundations (AREA)

Abstract

The arrangement has a base (10) in the form of a concrete block, a pillar (12) and fishplates for connection of pillar with the base at an upper side of the base and at a lower end of the pillar. The fishplates have boreholes that are aligned together on the base in the mounting position of the pillar, and bolts are provided for connecting fishplates that are associated to each other by driving them into the aligned boreholes.

Description

Die Erfindung betrifft eine vorgefertigte Fundament- und Stützenanordnung für Bauwerke, mit wenigstens einem Fundament in der Form eines mit Bewehrungstählen versehenen Betonblocks und wenigstens einer Stütze.The invention relates to a prefabricated foundation and support structure for buildings, with at least one foundation in the form of a concrete block provided with reinforcing steel and at least one support.

Beim Errichten von Stützen für Bauwerke werden zunehmend vorgefertigte Fundamente verwendet, die in industriellen Maßstäben im Betrieb des beauftragten Bauunternehmens hergestellt und zur Baustelle transportiert und dort verlegt werden. Die Bauweise mit Fertigfundamenten hat gegenüber der Herstellung der Fundamente in Ortbeton eine Reihe von Vorteilen. Die Herstellung der Fertigfundamente erfolgt unabhängig von den Witterungsbedingungen, und es fallen keine Wartezeiten an, die für das Aushärten von in Ortbeton hergestellten Fundamenten unvermeidlich sind. Aufwendige Schalungen sind nicht erforderlich.When erecting supports for buildings increasingly prefabricated foundations are used, which are manufactured in industrial standards in the operation of the contractor construction company and transported to the site and laid there. The construction method with prefabricated foundations has a number of advantages over the construction of foundations in in-situ concrete. The production of the finished foundations is independent of the weather conditions, and there are no waiting times, which are unavoidable for the curing of in-situ concrete foundations. Elaborate formwork is not required.

Für das Setzen der vorgefertigten Fundamente wird auf der Baustelle eine waagerechte Ortbetonschicht hergestellt, die als Sauberkeitsschicht bezeichnet wird. Auf dieser Sauberkeitsschicht werden die Fundamente ausgerichtet, und der bestehende Zwischenraum wird mit Flüssigbeton vergossen. Anschließend wird die Stütze mit dem Fundament verbunden.For setting the prefabricated foundations, a horizontal in-situ concrete layer is produced on the construction site, which is referred to as a cleanliness layer. On this layer of cleanliness, the foundations are aligned, and the existing space is potted with liquid concrete. Then the support is connected to the foundation.

In dieser Bauweise sind sogenannte Köcher-Fundamente bekannt. Diese Köcher-Fundamente weisen auf der oberen Seite eine Einschuböffnung auf, die eine Tiefe von bis zu 90 cm besitzen kann. In diese Öffnungen werden die Stützen eingeschoben. Die tiefe Einschuböffnung, von der die Bezeichnung "Köcher-Fundamente" abgeleitet ist, hat zur Folge, dass diese Fundamente sehr voluminös und sperrig sind, so dass sie beim Transport entsprechend viel Transportkapazität erfordern.In this construction so-called quiver foundations are known. These quiver foundations have on the upper side of an insertion opening, which can have a depth of up to 90 cm. The supports are pushed into these openings. The deep insertion opening, from which the term "quiver foundations" is derived, has the consequence that these foundations are very voluminous and bulky, so that they require a corresponding transport capacity during transport.

Neben diesen Köcher-Fundamenten sind auch Lösungen bekannt, bei denen das Fundament und die Stütze als ein Teil hergestellt werden. Derartige Fertigteile sind außerordentlich sperrig und benötigen so viel Transportraum, dass sie vor allem nur dann wirtschaftlich zu verwenden sind, wenn der Herstellungsort und die Baustelle relativ nah beieinander liegen.In addition to these quiver foundations solutions are also known in which the foundation and the support are made as a part. Such finished parts are extremely bulky and require so much transport space that they are only to be used economically especially if the place of manufacture and the site are relatively close to each other.

Der Erfindung liegt die Aufgabe zugrunde, eine Anordnung aus Fundament und Stütze der eingangs beschriebenen Art zu schaffen, die relativ geringen Stauraum auf Transportfahrzeugen erfordern und im übrigen einfach zu montieren sind.The invention has for its object to provide an assembly of foundation and support of the type described above, which require relatively little storage space on transport vehicles and the rest are easy to install.

Zur Lösung dieser Aufgabe ist die erfindungsgemäße Anordnung dadurch gekennzeichnet, dass zur Verbindung der Stütze mit dem Fundament an der Oberseite des Fundaments und am unteren Ende der Stütze Laschen vorgesehen sind, die in der montierten Position der Stütze am Fundament miteinander fluchtende Bohrungen aufweisen, und dass Bolzen zur Verbindung einander zugeordneter Laschen durch Einschlagen in die fluchtenden Bohrungen vorgesehen sind.To solve this problem, the arrangement according to the invention is characterized in that for connection of the support with the foundation at the top of the foundation and at the lower end of the support tabs are provided, which in the mounted position of the support at the foundation aligned holes, and that Bolts are provided for connecting mutually associated tabs by striking into the aligned bores.

Die erfindungsgemäße Konzeption zur Verbindung des Fundaments und einer Stütze ermöglicht eine sehr raumsparende Bauweise für das Fundament. Ein aufragender Köcher ist nicht erforderlich. Die Fundamente können also als relativ flache, ggf. nach beiden Seiten abgeschrägte, pultförmige Blöcke ausgebildet werden.The inventive concept for connecting the foundation and a support allows a very space-saving design for the foundation. An upstanding quiver is not required. The foundations can thus be formed as relatively flat, possibly chamfered to both sides, desk-shaped blocks.

Die Laschen des Fundaments befinden sich vorzugsweise innerhalb von Nuten oder Kanälen, die auf der oberen Seite ausgebildet sind und in die nach unten vorspringenden Laschen der Stützen eingeschoben werden können. Innerhalb dieser Nuten kann die Verbindung nach dem Einschlagen der Bolzen vergossen werden, so dass eine etwaige zusätzliche Sicherung der Bolzen nicht notwendig ist. Mit der angegebenen Art der Verbindung der Stützen und Fundamente wird eine relativ hohe Winkelgenauigkeit zwischen den Stützen und Fundamenten erreicht, so dass innerhalb der erfindungsgemäßen Verbindung der Laschen eine Feinjustierung nicht vorgesehen ist. Vielmehr reicht es aus, die Fundamente auf der Sauberkeitsschicht exakt auszurichten.The tabs of the foundation are preferably located within grooves or channels formed on the upper side and into which the downwardly projecting tabs of the posts can be inserted. Within these grooves, the connection can be potted after the bolts are driven in, so that any additional securing of the bolts is not necessary. With the specified type of connection of the supports and foundations a relatively high angular accuracy between the supports and foundations is achieved, so that a fine adjustment is not provided within the inventive compound of the tabs. Rather, it is sufficient to align the foundations on the cleanliness layer exactly.

Die Laschen werden vorzugsweise gebildet durch Metallplatten, die mit den im Fundament und in den Stützen liegenden Bewehrungsstählen verbunden sind.The tabs are preferably formed by metal plates which are connected to the reinforcing steel lying in the foundation and in the supports.

Vorzugsweise sind vier Laschenverbindungen in einem Rechteckverband vorgesehen. Dabei kann an einer Seite, etwa an Unterseite der Stütze, jeweils ein in Abstand liegendes Laschenpaar verwendet werden, zwischen dessen Laschen eine Lasche an der Oberseite des Fundaments eingeschoben wird.Preferably, four tab connections are provided in a rectangular band. It can be used on one side, approximately at the bottom of the support, in each case a pair of spaced tabs, between the tabs a tab is inserted at the top of the foundation.

Im folgenden werden bevorzugte Ausführungsbeispiele der Erfindung anhand der beigefügten Zeichnungen näher erläutert.

Fig. 1
ist eine perspektivische Darstellung einer Anordnung aus Fundament und - verkürzt dargestellter - Stütze;
Fig. 2
ist eine perspektivische Darstellung des unteren Endes einer Stütze;
Fig. 3
zeigt eine Anordnung aus Fundament und Stütze in Seitenansicht mit dem in die Seitenansicht hineingezeichneten Verbindungsmechanismus;
Fig. 4
ist eine Seitenansicht von links in Fig. 3, in die ebenfalls die wesentlichen Teile des Verbindungsmechanismus hineingezeichnet sind.
In the following preferred embodiments of the invention will be explained in more detail with reference to the accompanying drawings.
Fig. 1
is a perspective view of an arrangement of foundation and - shown shortened - support;
Fig. 2
is a perspective view of the lower end of a support;
Fig. 3
shows an assembly of foundation and support in side view with drawn in the side view connecting mechanism;
Fig. 4
is a side view from the left in Fig. 3, in which also the essential parts of the connection mechanism are drawn in.

In Fig. 1 ist ein Fundament mit 10 und eine verkürzt dargestellte Stütze mit 12 bezeichnet worden. Das Fundament ist ein im Umriß rechteckiges, im wesentlichen plattenförmiges Betonfertigteil, dessen obere Oberfläche an zwei einander gegenüberliegenden Seiten pultförmige Abschrägungen 14,16 aufweist. Zwischen diesen Abschrägungen befindet sich eine waagerechte Fläche 18. In die obere Seite des Fundaments treten zwei parallele Kanäle 20,22 ein, die sich quer über die waagerechte Fläche 18 erstrecken und in den beiden gegenüberliegenden Abschrägungen 14,16 auslaufen, wie es in Fig. 1 gezeigt ist. Über diese Kanäle 20,22 hinweg ist im Zentrum der waagerechten Fläche 18 eine flache, rechteckige Vertiefung 24 vorgesehen, die zur Aufnahme einer Stütze 12 dient.In Fig. 1, a foundation with 10 and a shortened support has been designated 12. The foundation is an outline rectangular, substantially plate-shaped precast concrete whose upper surface on two opposite sides of desk-shaped chamfers 14,16. Between these chamfers is a horizontal surface 18. In the upper side of the foundation occur two parallel channels 20,22, which extend transversely across the horizontal surface 18 and terminate in the two opposite chamfers 14,16, as shown in FIG. 1 is shown. Through these channels 20,22 across a flat, rectangular recess 24 is provided in the center of the horizontal surface 18, which serves to receive a support 12.

Im oberen Bereich der Abschrägungen 14,16 treten in das Fundament Vergußöffnungen 26,28,30 ein, die sich vollständig durch das Fundament hindurch erstrecken und die Möglichkeit bieten, Flüssigbeton in den Zwischenraum zwischen dem Fundament und der mit mehr oder weniger geringem Abstand unterhalb des Fundaments liegenden Sauberkeitsschicht einzufüllen.In the upper part of the chamfers 14,16 enter into the foundation casting openings 26,28,30, which extend completely through the foundation and provide the opportunity to liquid concrete in the space between the foundation and the more or less close below the Fill the foundation with a layer of cleanliness.

Im hier vorliegenden Ausführungsbeispiel handelt es sich bei der Stütze 12 ebenfalls um ein bewehrtes Betonfertigteil. Die Erfindung ist jedoch nicht auf Stützen beschränkt, die im wesentlichen aus Beton bestehen, sondern umfaßt auch Anordnungen mit einem Fundament 10 der vorstehend beschriebenen Art und einer Stütze aus einem anderen geeigneten Material. Innerhalb der Stütze verlaufen Bewehrungsstähle 32,34, deren Verlauf in Fig. 1 ebenfalls angedeutet ist. Naturgemäß sind auch innerhalb des Fundaments 10 Bewehrungsstähle vorgesehen, die jedoch in Fig. 1 nicht gezeigt sind.In the present embodiment, the support 12 is also a reinforced precast concrete element. However, the invention is not limited to supports consisting essentially of concrete, but also includes arrangements with a foundation 10 of the type described above and a support of another suitable material. Within the support run reinforcing bars 32,34, whose course is also indicated in Fig. 1. Naturally, 10 reinforcing steels are also provided within the foundation, which are not shown in Fig. 1, however.

Fig. 2 ist eine perspektivische Darstellung einer unteren Seite der Stütze 12. Erfindungsgemäß treten die Bewehrungsstähle, die in Fig. 2 mit 36,38,40,42 auf der einen Seite und 44,46,48,50 auf der anderen Seite bezeichnet sind, aus dem Betonkorpus aus. Wie in Fig. 2 gezeigt ist, sind jeweils zwischen zwei Bewehrungsstählen Metallplatten 52 geschweißt, wie am Beispiel der Bewehrungsstähle 40 und 42 in der linken unteren Ecke in Fig. 2 erläutert werden soll. Diese Metallplatten 52, im allgemeinen Stahlplatten, weisen eine zentrale Bohrung 54 auf. Auf diese Weise werden vier in einem Rechteckverband angeordnete Laschen gebildet, die zur Verbindung mit entsprechenden Laschen des Fundaments dienen, wie anschließend näher erläutert werden soll. Diese Laschen befinden sich in nicht gezeigter Weise innerhalb der beiden in Fig. 1 dargestellten Kanäle 20 und 22.Fig. 2 is a perspective view of a lower side of the support 12. According to the invention, the reinforcing steels which are indicated in Fig. 2 as 36,38,40,42 on one side and 44,46,48,50 on the other side , from the concrete carcass. As shown in FIG. 2, metal plates 52 are respectively welded between two reinforcing steels, as will be explained by the example of reinforcing steels 40 and 42 in the lower left-hand corner in FIG. 2. These metal plates 52, generally steel plates, have a central bore 54. In this way, four arranged in a rectangular band straps are formed, which serve to connect with corresponding tabs of the foundation, as will be explained in more detail below. These tabs are in a manner not shown within the two channels 20 and 22 shown in Fig. 1.

In Fig. 3 ist das Fundament 10 in einer Seitenansicht gezeigt. Der Verlauf der Kanäle 20,22 ist gestrichelt angedeutet. Innerhalb der Kanäle 20,22 ragen jeweils paarweise angeordnete Laschen 56,58 und 60,62 auf, die, wie in Fig. 3 angedeutet, mit den Enden von Bewehrungsstählen 64 verbunden, insbesondere verschweißt sind.In Fig. 3, the foundation 10 is shown in a side view. The course of the channels 20,22 is indicated by dashed lines. Within the channels 20,22 respectively arranged in pairs tabs 56,58 and 60,62 which, as indicated in Fig. 3, connected to the ends of reinforcing steels 64, in particular welded.

Die in Fig. 2 gezeigten Metallplatten 52, die die Laschen am unteren Ende der Stützen bilden, können gegen die jeweils paarweise und im Abstand angeordneten Laschen 56,58 und 60,62 am Boden der Kanäle 20,22 eingeschoben werden. In der eingeschobenen Stellung fluchten die Bohrungen 54 der Metallplatten 52, die die Laschen der Stütze bilden, mit entsprechenden Bohrungen in den paarweise angeordneten Laschen 56,58,60,62 des Fundaments 10, so dass es nunmehr möglich ist, Bolzen 66,68 in die fluchtenden Bohrungen einzufügen, insbesondere einzuschlagen. Auf diese Weise wird eine feste Verbindung zwischen dem Fundament und der Stütze hergestellt, deren Verbindungsglieder an beiden Seiten mit den Bewehrungsstählen der Betonteile verbunden sind.The metal plates 52 shown in FIG. 2, which form the tabs at the lower end of the supports, can be slid against the respective paired and spaced tabs 56, 58 and 60, 62 at the bottom of the channels 20, 22. In the retracted position, the holes 54 of the metal plates 52, which form the tabs of the support, aligned with corresponding holes in the paired tabs 56,58,60,62 of the foundation 10, so that it is now possible, 66,68 in insert the aligned holes, in particular strike. In this way, a firm connection between the foundation and the support is made, the links are connected on both sides with the reinforcing bars of the concrete parts.

Die Kanäle 20,22 werden nach Herstellung der Verbindung mit Beton gefüllt, so dass die Bolzen 66,68 dauerhaft in Bohrungen verankert sind.The channels 20,22 are filled after the connection with concrete, so that the bolts 66,68 are permanently anchored in holes.

Fig. 4 ist eine Seitenansicht senkrecht zu der Seitenansicht der Fig. 3 und zeigt ebenfalls die Teile des Verbindungsmechanismus in teilweise gestrichelter, teilweise in durchgezogenen Linien ausgeführter Darstellung. Die in Fig. 4 verwendeten Bezugsziffern entsprechen den Bezugsziffern in den anderen Zeichnungen, so dass eine detaillierte erneute Erläuterung nicht erforderlich ist.Fig. 4 is a side view perpendicular to the side view of Fig. 3 and also showing the parts of the connecting mechanism in partially dashed, partially drawn in solid lines representation. The reference numerals used in Fig. 4 correspond to the reference numerals in the other drawings, so that a detailed re-explanation is not required.

Claims (8)

Vorgefertigte Fundament- und Stützenanordnung für Bauwerke, mit wenigstens einem Fundament (10) in der Form eines mit Bewehrungstählen (64) versehenen Betonblocks und wenigstens einer Stütze (12), dadurch gekennzeichnet, dass zur Verbindung der Stütze (12) mit dem Fundament (10) an der Oberseite des Fundaments und am unteren Ende der Stütze Laschen (52,56,58,60,62) vorgesehen sind, die in der montierten Position der Stütze (12) am Fundament (10) miteinander fluchtende Bohrungen (54) aufweisen, und dass Bolzen (66,68) zur Verbindung einander zugeordneter Laschen durch Einschlagen in die fluchtenden Bohrungen vorgesehen sind.Prefabricated foundation and support structure for buildings, comprising at least one foundation (10) in the form of a concrete block provided with reinforcing bars (64) and at least one support (12), characterized in that for connecting the support (12) to the foundation (10 ) are provided at the top of the foundation and at the lower end of the support tabs (52,56,58,60,62) having in the mounted position of the support (12) on the foundation (10) aligned bores (54), and that bolts (66,68) are provided for connecting mutually associated tabs by being driven into the aligned bores. Vorgefertigte Fundament- und Stützenanordnung nach Anspruch 1, dadurch gekennzeichnet, dass auf einer der zu verbindenden Seiten paarweise angeordnete, parallele Laschen (56,58,60,62) angeordnet sind, zwischen die die Laschen 52 der anderen Seite einzufügen sind.Prefabricated foundation and support assembly according to claim 1, characterized in that arranged on one of the sides to be joined in pairs, parallel tabs (56,58,60,62) are arranged, between which the tabs 52 of the other side are to be inserted. Vorgefertigte Fundament- und Stützenanordnung nach Anspruch 2, dadurch gekennzeichnet, dass sich die paarweise angeordneten Laschen (56,58,60,62) auf der Seite des Fundaments und die zwischen dieser einzufügenden Laschen 52 auf der Seite der Stützen befinden.Prefabricated foundation and support assembly according to claim 2, characterized in that the paired tabs (56,58,60,62) are located on the side of the foundation and the tabs 52 to be inserted between these on the side of the supports. Vorgefertigte Fundament- und Stützenanordnung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die am Fundament angebrachten Laschen (56,58,60,62) in vertieften Kanälen (20,22) auf der oberen Seite des Fundaments angeordnet sind.Prefabricated foundation and column assembly according to one of claims 1 to 3, characterized in that the foundation-mounted tabs (56,58,60,62) are arranged in recessed channels (20,22) on the upper side of the foundation. Vorgefertigte Fundament- und Stützenanordnung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Laschen (52,56,58,60,62) mit den Bewehrungen (36...48,64) des Fundaments (10) und der Stütze (12) verbunden, insbesondere verschweißt sind.Prefabricated foundation and support arrangement according to one of the preceding claims, characterized in that the lugs (52,56,58,60,62) with the reinforcements (36 ... 48,64) of the foundation (10) and the support (12 ), in particular welded. Vorgefertigte Fundament- und Stützenanordnung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Laschen (52,56,58,60,62) auf beiden Seiten jeweils zu Viert in einem Rechteckraster angeordnet sind.Prefabricated foundation and support arrangement according to one of the preceding claims, characterized in that the tabs (52,56,58,60,62) are arranged on both sides in each case to four in a rectangular grid. Vorgefertigte Fundament- und Stützenanordnung nach einem der Ansprüche 4 bis 6, dadurch gekennzeichnet, dass auf der oberen Oberfläche des Fundaments (10) eine flache, die Kanäle (20,22) überbrückende Vertiefung zur Aufnahme des unteren Endes einer Stütze (12) vorgesehen ist.Prefabricated foundation and support assembly according to one of claims 4 to 6, characterized in that on the upper surface of the foundation (10) has a shallow, the channels (20,22) bridging recess for receiving the lower end of a support (12) is provided , Vorgefertigte Fundament- und Stützenanordnung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Stütze (12) aus bewehrtem Beton gefertigt ist.Prefabricated foundation and support arrangement according to one of the preceding claims, characterized in that the support (12) is made of reinforced concrete.
EP06004911.1A 2005-07-28 2006-03-10 Prefabricated foundation and pillar assembly for building constructions Active EP1748119B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06004911T PL1748119T3 (en) 2005-07-28 2006-03-10 Prefabricated foundation and pillar assembly for building constructions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202005011851U DE202005011851U1 (en) 2005-07-28 2005-07-28 Prefabricated base and pillar arrangement for buildings, has fishplates for connection of pillar with base at upper side of base and at lower end of pillar and bolts for connecting fishplates by driving them into aligned boreholes

Publications (3)

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EP1748119A2 true EP1748119A2 (en) 2007-01-31
EP1748119A3 EP1748119A3 (en) 2011-06-01
EP1748119B1 EP1748119B1 (en) 2017-04-19

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DE (1) DE202005011851U1 (en)
DK (1) DK1748119T3 (en)
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PL126503U1 (en) * 2017-07-26 2019-01-28 Wpż Elbud Gdańsk Spółka Z Ograniczoną Odpowiedzialnością Precast foundation with increased stability and strength
CN110216791A (en) * 2019-05-18 2019-09-10 陕西建工第五建设集团有限公司 Steel reinforcement cage and the whole straight positioning of anchor method of steel form

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DE102006023296A1 (en) * 2006-05-18 2007-11-22 Krummel, Gerhard, Dipl.-Ing. Device for fastening a concrete support on a foundation, in particular a concrete foundation
DE202010001337U1 (en) 2010-01-26 2011-06-09 GOLDBECK GmbH, 33649 Leveling system for a prefabricated foundation and column arrangement for buildings
CN103243731B (en) * 2013-05-13 2015-03-11 中建七局(上海)有限公司 Mould supporting method for trapezoid cross section base of shear wall
AU2014404071A1 (en) * 2014-08-20 2017-03-16 Iconkrete 2012, S.L. Prefabricated concrete surface foundation system for photovoltaic and thermosolar plants and method for the implementation thereof
CN113374174B (en) * 2021-06-08 2022-09-13 华南理工大学 Novel prefabricated assembled constructional column made of recycled block concrete and construction method of prefabricated assembled constructional column
DE202023101410U1 (en) 2023-03-21 2023-06-26 DeKru GmbH & Co. KG Foundation structure consisting of a reinforced concrete foundation and a support body with a connection arrangement

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Publication number Priority date Publication date Assignee Title
PL126503U1 (en) * 2017-07-26 2019-01-28 Wpż Elbud Gdańsk Spółka Z Ograniczoną Odpowiedzialnością Precast foundation with increased stability and strength
CN110216791A (en) * 2019-05-18 2019-09-10 陕西建工第五建设集团有限公司 Steel reinforcement cage and the whole straight positioning of anchor method of steel form

Also Published As

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PL1748119T3 (en) 2017-11-30
DK1748119T3 (en) 2017-07-10
DE202005011851U1 (en) 2005-10-20
EP1748119B1 (en) 2017-04-19
EP1748119A3 (en) 2011-06-01

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