EP3333323B1 - Sleeve foundation - Google Patents

Sleeve foundation Download PDF

Info

Publication number
EP3333323B1
EP3333323B1 EP17205800.0A EP17205800A EP3333323B1 EP 3333323 B1 EP3333323 B1 EP 3333323B1 EP 17205800 A EP17205800 A EP 17205800A EP 3333323 B1 EP3333323 B1 EP 3333323B1
Authority
EP
European Patent Office
Prior art keywords
clearance hole
sleeve foundation
threaded bolt
foundation according
hole
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.)
Active
Application number
EP17205800.0A
Other languages
German (de)
French (fr)
Other versions
EP3333323A1 (en
Inventor
Wolfgang Rieder
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.)
Rieder Betonwerk GmbH
Original Assignee
Rieder Betonwerk GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Rieder Betonwerk GmbH filed Critical Rieder Betonwerk GmbH
Priority to SI201730138T priority Critical patent/SI3333323T1/en
Publication of EP3333323A1 publication Critical patent/EP3333323A1/en
Application granted granted Critical
Publication of EP3333323B1 publication Critical patent/EP3333323B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0023—Details, e.g. foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/11—Height being adjustable

Definitions

  • the invention relates to a quiver foundation, which has one of four side walls and a bottom limited, upwardly open, substantially prismatic space for receiving precast parts.
  • Such quiver foundations are (eg JP2013 / 238010A known) usually made on site from concrete, whereupon finished parts, also usually made of concrete, used in them and after an adjustment with concrete - with or without reinforcement - are cast around.
  • finished parts also usually made of concrete, used in them and after an adjustment with concrete - with or without reinforcement - are cast around.
  • the adjustment is unproblematic, whereas it is complicated in laterally projecting or overhanging finished parts in many respects. So far, the adjustment is done by wedging the gap between the Fertigteilfuß and the side walls of the quiver foundation, which is difficult, on the other hand, unsatisfactory in very heavy, overhanging finished parts, such as arcuate soundproofing elements with up to 7.5 meters in height and 12 tons of mass.
  • the wedges which are usually made of wood, remain in the concrete during casting around of the finished part foot and, as is known, do not provide such a good connection with them as steel wedges.
  • the latter are rarely used, however, because the upper edges of the sidewalls of the quiver foundation tear or crumble under heavy pressure, which occurs even with uses of wooden wedges, when - as in heavy, overhanging precast parts - the case strong forces occur on one side.
  • Adjusting with wedges is also difficult with highly projecting prefabricated parts because slight fluctuations (eg 1 millimeter) in the foot area of the finished part can lead to large changes (eg 100 millimeters) in the head area. When hitting the wedges also occur undulating in the precast propagating vibrations, which often lead to cracking.
  • the aim of the invention is therefore to equip Quiver foundations with an adjusting device, which makes it easy, safe and accurate to adjust even large, heavy, overhanging precast.
  • a quiver foundation of the type mentioned in the present invention that at least one through hole in the upper region of one of the side walls, on the opposite side wall, below the through hole, at least one adjustable in relation to the height and the wall distance, rounded stop and on Floor are provided at least one height-adjustable support.
  • the measures taken are based on the principle of three-point support.
  • the through hole allows the insertion of a piston, plunger udgl, with the help of an already placed on the height-adjustable support precast can be pressed against the rounded stop.
  • This is anyway below the through hole, but also adjustable in height and wall distance, the finished part - supported against the stop - tilted to some extent, so as to obtain the desired position.
  • the tilting is facilitated, on the other hand, any damage (cracking or the like) of the finished part on the tilting edge hinanhow. There are thus no more wedges or subordination necessary to adjust.
  • the remaining space in the quiver foundation in a conventional manner with or without reinforcement pour concrete.
  • the support and the rounded stop are embedded.
  • the piston, plunger or the like can either be embedded or removed by suitable measures, after curing of the concrete.
  • a preferred embodiment of the quiver foundation according to the invention is characterized in that the through hole in the region of one of its two orifices, preferably in the area leading into the prismatic space, is surrounded by a recessed into the side wall spindle plate, in which a through-hole passing through threaded bolt can be screwed is.
  • a threaded bolt can be used. If, after the adjustment and prior to the pouring out of the quiver foundation, it is surrounded by a release agent, for example grease, on the section projecting into the space of the quiver, it can be removed after curing of the concrete and used in another through hole.
  • a release agent for example grease
  • the substantially punctual adjustment force is distributed over a larger area, by the clamping nut, the position of the threaded bolt screwed into the spindle plate is fixed.
  • the adjustability of the support and the rounded stop can be done in various ways, conventional manner, for example, by displacement and fixation provided in the direction of adjustment bolts, such as bolts.
  • adjustment bolts such as bolts.
  • Fig. 1 a schematic longitudinal section
  • Fig. 2 a schematic cross section through a quiver foundation according to the invention.
  • the quiver foundation 1 has according to Fig. 1 (the one about the line II of the Fig. 2 represents) and Fig. 2 (a section approximately along the line II-II of Fig. 1 reproduces) a bottom 2 and four side walls 3, 4, 5, 6, whereby an upwardly open, substantially prismatic space 7 is limited, in the finished parts 8 - indicated in dashed lines in both figures - can be used.
  • the finished part 8 is indicated as an arcuate projecting, since in this case the subject invention unfolds its special effect.
  • each through-hole 9 in the illustrated embodiment two through holes 9 - is formed.
  • a spindle plate 10 is inserted in the side wall 4; this could also be provided on the outside of the quiver foundation 1.
  • a threaded bolt 11 is screwed, which passes through the through hole 9 and in the prismatic space 7, a releasable spindle counter plate 12 and on the outside of the quiver foundation 1 at least one clamping nut 13 has.
  • Each through hole 9 is lined with a cladding tube 14.
  • Each threaded bolt 11 is in the Fig. 1 adjustable by a double arrow illustrated direction.
  • a rounded stop 15 is provided below the through hole 9, which is adjustable both in terms of height, as well as in terms of the distance from the side wall 3, as indicated by two double arrows in Fig. 1 indicated.
  • the adjustability can be ensured in any conventional manner.
  • the simplest - and cheapest - it is, however, to accomplish it through insert plates 16, especially since the stops 15 and insert plates 16 remain during pouring of the quiver foundation 1 in this. Since each rounded stop 15 is deeper than the associated through hole 9, by pressing the threaded bolt 11, a torque can be exerted on the finished part 8 to the stop 15, wherein its rounding prevents any damage to the finished part 8 by tilting.
  • At the bottom 2 of the quiver foundation 1 is finally at least one height adjustable (by double arrow in Fig. 1 indicated) support 17 is provided, wherein the height adjustment is made possible by insert plates 18.

Description

Die Erfindung bezieht sich auf ein Köcherfundament, welches einen von vier Seitenwänden und einem Boden begrenzten, nach oben offenen, im wesentlichen prismatischen Raum zur Aufnahme von Fertigteilen aufweist.The invention relates to a quiver foundation, which has one of four side walls and a bottom limited, upwardly open, substantially prismatic space for receiving precast parts.

Derartige Köcherfundamente werden (z.B. aus JP2013/238010A bekannt) meist vor Ort aus Beton gefertigt, worauf Fertigteile, ebenfalls meist aus Beton, in sie eingesetzt und nach einem Justiervorgang mit Beton - mit oder ohne Armierung - umgossen werden. Bei im Wesentlichen geraden, nach oben ragenden Fertigteilen ist die Justierung unproblematisch, wogegen sie bei seitlich auskragenden bzw. überhängenden Fertigteilen in vielfältiger Hinsicht kompliziert ist. Bislang erfolgt das Justieren durch Auskeilen des Zwischenraums zwischen dem Fertigteilfuß und den Seitenwänden des Köcherfundaments, was bei sehr schweren, überhängenden Fertigteilen, etwa bogenförmige Schallschutzelemente mit bis zu 7,5 Meter Höhe und 12 Tonnen Masse, einerseits schwierig, anderseits unbefriedigend ist. Die meist aus Holz bestehenden Keile verbleiben nämlich beim Umgießen des Fertigteilfußes im Beton und ergeben mit diesen bekanntlich nicht so eine gute Verbindung wie etwa Stahlkeile. Letztere werden aber kaum verwendet, da die oberen Ränder der Seitenwände des Köcherfundaments bei starker Druckbelastung einreißen oder abbröckeln, was selbst bei Verwendungen von Holzkeilen auftritt, wenn - wie bei schweren, überhängenden Fertigteilen der Fall - einseitig starke Kräfte auftreten. Das Justieren mit Keilen ist bei hoch aufkragenden Fertigteilen auch deswegen schwierig, da geringste Schwankungen (z.B. 1 Millimeter) im Fußbereich des Fertigteils zu großen Änderungen (z.B. 100 Millimeter) im Kopfbereich führen können. Beim Einschlagen der Keile treten zudem sich wellenförmig im Fertigteil ausbreitende Vibrationen auf, die oft zu Rissbildungen führen. Werden die Fertigteile zur Vermeidung oder Ergänzung von Keilen vor dem Einbetonieren durch Pölzung oder Unterstellung gehalten und justiert, treten nach Entfernen dieser Hilfskonstruktionen in der Regel Maßänderungen auf, da die Fertigteile in unterschiedlichem Ausmaß nachgeben bzw. rückfedern. Es ist somit kaum möglich, nebeneinander angeordnete Fertigteile, etwa große bogenförmige Schallschutzwandelemente, längs ihrer gesamten Oberfläche fluchtend anzuordnen; es ist vielmehr stets eine mehr oder weniger aufwändige Nacharbeitung erforderlich, um einen gewünschten ästhetischen Anblick zu gewährleisten.Such quiver foundations are (eg JP2013 / 238010A known) usually made on site from concrete, whereupon finished parts, also usually made of concrete, used in them and after an adjustment with concrete - with or without reinforcement - are cast around. With essentially straight, upwardly projecting finished parts, the adjustment is unproblematic, whereas it is complicated in laterally projecting or overhanging finished parts in many respects. So far, the adjustment is done by wedging the gap between the Fertigteilfuß and the side walls of the quiver foundation, which is difficult, on the other hand, unsatisfactory in very heavy, overhanging finished parts, such as arcuate soundproofing elements with up to 7.5 meters in height and 12 tons of mass. The wedges, which are usually made of wood, remain in the concrete during casting around of the finished part foot and, as is known, do not provide such a good connection with them as steel wedges. The latter are rarely used, however, because the upper edges of the sidewalls of the quiver foundation tear or crumble under heavy pressure, which occurs even with uses of wooden wedges, when - as in heavy, overhanging precast parts - the case strong forces occur on one side. Adjusting with wedges is also difficult with highly projecting prefabricated parts because slight fluctuations (eg 1 millimeter) in the foot area of the finished part can lead to large changes (eg 100 millimeters) in the head area. When hitting the wedges also occur undulating in the precast propagating vibrations, which often lead to cracking. If the finished parts are held and adjusted to avoid or supplement of wedges before setting in concrete by Pölzung or subordination, occur after removal of these auxiliary structures in the rule dimensional changes, as the finished parts yield to a different extent or spring back. It is thus hardly possible to arrange juxtaposed prefabricated parts, such as large arcuate soundproof wall elements, aligned along their entire surface; Rather, a more or less elaborate reworking is always necessary to ensure a desired aesthetic appearance.

Ziel der Erfindung ist es daher, Köcherfundamente mit einer Justiereinrichtung auszustatten, die es ermöglicht, auch große, schwere, überhängende Fertigteile einfach, sicher und genau zu justieren.The aim of the invention is therefore to equip Quiver foundations with an adjusting device, which makes it easy, safe and accurate to adjust even large, heavy, overhanging precast.

Dieses Ziel wird mit einem Köcherfundament der eingangs genannten Art erfindungsgemäß dadurch erreicht, dass im oberen Bereich einer der Seitenwände wenigstens ein Durchgangsloch, an der gegenüberliegenden Seitenwand, unterhalb des Durchgangslochs, wenigstens ein in Bezug auf die Höhe und den Wandabstand verstellbarer, abgerundeter Anschlag und am Boden wenigstens ein höhenverstellbares Auflager vorgesehen sind.This object is achieved with a quiver foundation of the type mentioned in the present invention that at least one through hole in the upper region of one of the side walls, on the opposite side wall, below the through hole, at least one adjustable in relation to the height and the wall distance, rounded stop and on Floor are provided at least one height-adjustable support.

Die getroffenen Maßnahmen fußen auf dem Prinzip der Dreipunktabstützung. Das Durchgangsloch ermöglicht das Einführen eines Kolbens, Stößels udgl, mit dessen Hilfe ein schon auf das höhenverstellbare Auflager aufgesetzter Fertigteilfuß gegen den abgerundeten Anschlag gedrückt werden kann. Dadurch, dass dieser sich jedenfalls unterhalb des Durchgangslochs befindet, zudem aber hinsichtlich der Höhe und des Wandabstands verstellbar ist, kann der Fertigteil - abgestützt gegen den Anschlag - in gewissem Ausmaß gekippt werden, um so die gewünschte Position zu erlangen. Durch die Abrundung des Anschlags wird einerseits das Kippen erleichtert, anderseits eine etwaige Beschädigung (Rissbildung odgl) des Fertigteils an der Kippkante hintangehalten. Es sind somit zum Justieren weder Keile noch Unterstellung mehr nötig.The measures taken are based on the principle of three-point support. The through hole allows the insertion of a piston, plunger udgl, with the help of an already placed on the height-adjustable support precast can be pressed against the rounded stop. The fact that this is anyway below the through hole, but also adjustable in height and wall distance, the finished part - supported against the stop - tilted to some extent, so as to obtain the desired position. By rounding off the stop on the one hand, the tilting is facilitated, on the other hand, any damage (cracking or the like) of the finished part on the tilting edge hinangehalten. There are thus no more wedges or subordination necessary to adjust.

Nach erfolgter Ausrichtung ist der freibleibende Raum im Köcherfundament in herkömmlicher Weise mit oder ohne Armierung mit Beton auszugießen. Das Auflager und der abgerundete Anschlag werden dabei eingebettet. Der Kolben, Stößel odgl kann entweder auch eingebettet oder, durch geeignete Maßnahmen, nach dem Aushärten des Betons entfernt werden.After alignment, the remaining space in the quiver foundation in a conventional manner with or without reinforcement pour concrete. The support and the rounded stop are embedded. The piston, plunger or the like can either be embedded or removed by suitable measures, after curing of the concrete.

Eine bevorzugte Ausführungsform des erfindungsgemäßen Köcherfundaments zeichnet sich dadurch aus, dass das Durchgangsloch im Bereich einer seiner beiden Ausmündungen, vorzugsweise im Bereich der in den prismatischen Raum führenden Ausmündung, von einer in die Seitenwand eingelassenen Spindelplatte umgeben ist, in welche ein das Durchgangsloch durchsetzender Gewindebolzen einschraubbar ist.A preferred embodiment of the quiver foundation according to the invention is characterized in that the through hole in the region of one of its two orifices, preferably in the area leading into the prismatic space, is surrounded by a recessed into the side wall spindle plate, in which a through-hole passing through threaded bolt can be screwed is.

Bei dieser Ausführungsform ist es zum Justieren der Fertigteile nicht nötig, Kolben, Stößel, etc., beispielsweise mittels externer hydraulischer Kolben-Zylinder-Einheiten, zu verwenden, da in jedes Durchgangsloch ein Gewindebolzen einsetzbar ist. Wird dieser nach der Justierung und vor dem Ausgießen des Köcherfundaments auf dem in den Freiraum des Köchers ragenden Abschnitt etwa mit einem Trennmittel, beispielsweise Fett, umgeben, kann er nach erfolgter Aushärtung des Betons entfernt und in einem anderen Durchgangsloch verwendet werden.In this embodiment, it is not necessary to adjust the finished parts, piston, plunger, etc., for example by means of external hydraulic piston-cylinder units to use, as in each through hole, a threaded bolt can be used. If, after the adjustment and prior to the pouring out of the quiver foundation, it is surrounded by a release agent, for example grease, on the section projecting into the space of the quiver, it can be removed after curing of the concrete and used in another through hole.

Um zu vermeiden, dass der Gewindebolzen unmittelbar auf den zu justierenden Fertigteil einwirkt, was mit einer Bruchgefahr einhergehen könnte, und um eine Sicherung der Justierung zu gewährleisten, ist es günstig, wenn er an seinem in den prismatischen Raum führenden Ende mit einer lösbaren Spindelgegenplatte und an der Außenseite der Seitenwand mit wenigstens einer Spannmutter versehen ist.In order to avoid that the threaded bolt acts directly on the finished part to be adjusted, which could be accompanied by a risk of breakage, and to ensure a backup of the adjustment, it is advantageous if he at his leading end in the prismatic space with a detachable spindle counter plate and is provided on the outside of the side wall with at least one clamping nut.

Durch die Spindelgegenplatte wird die im Wesentlichen punktuelle Justierkraft auf eine größere Fläche verteilt, durch die Spannmutter wird die Position des in die Spindelplatte eingeschraubten Gewindebolzens fixiert.Through the spindle counter-plate, the substantially punctual adjustment force is distributed over a larger area, by the clamping nut, the position of the threaded bolt screwed into the spindle plate is fixed.

Es ist empfehlenswert, das Durchgangsloch mit einem Hüllrohr auszukleiden, damit ein sicherer Durchtritt des Kolbens, Stößels, etc. oder des Gewindebolzens gewährleistet ist.It is recommended to line the through-hole with a cladding tube, so that a safe passage of the piston, plunger, etc. or the threaded bolt is ensured.

Die Verstellbarkeit des Auflagers und des abgerundeten Anschlags kann auf vielfältigste, herkömmliche Weise erfolgen, beispielsweise durch Verschiebung und Fixierung auf in Verstellrichtung vorgesehenen Bolzen, etwa Schraubbolzen. Im Hinblick darauf, dass das Auflager und der Anschlag aber im Köcherfundament verbleiben, also verloren sind, ist es günstig, wenn ihre Verstellbarkeit durch Einlegeplatten gewährleistet ist. Diese Lösung ist einfach, effektiv und kostengünstig.The adjustability of the support and the rounded stop can be done in various ways, conventional manner, for example, by displacement and fixation provided in the direction of adjustment bolts, such as bolts. In view of the fact that the support and the stop but remain in the quiver foundation, so are lost, it is advantageous if their adjustability is ensured by insert plates. This solution is simple, effective and cost effective.

Die Erfindung wird im Folgenden anhand eines in der Zeichnung dargestellten, bevorzugten Ausführungsbeispiels näher erläutert. Es zeigen Fig. 1 einen schematischen Längsschnitt und Fig. 2 einen schematischen Querschnitt durch ein erfindungsgemäßes Köcherfundament.The invention is explained in more detail below with reference to a preferred embodiment shown in the drawing. Show it Fig. 1 a schematic longitudinal section and Fig. 2 a schematic cross section through a quiver foundation according to the invention.

Das erfindungsgemäße Köcherfundament 1 weist gemäß Fig. 1 (die einen Schnitt etwa nach der Linie I-I der Fig. 2 darstellt) und Fig. 2 (die einen Schnitt etwa längs der Linie II-II der Fig. 1 wiedergibt) einen Boden 2 und vier Seitenwände 3, 4, 5, 6 auf, wodurch ein nach oben offener, im Wesentlichen prismatischer Raum 7 begrenzt ist, in den Fertigteile 8 - in beiden Figuren strichliert angedeutet - einsetzbar sind. Der Fertigteil 8 ist als bogenförmig auskragend angedeutet, da in diesem Fall die gegenständliche Erfindung ihre besondere Wirkung entfaltet.The quiver foundation 1 according to the invention has according to Fig. 1 (the one about the line II of the Fig. 2 represents) and Fig. 2 (a section approximately along the line II-II of Fig. 1 reproduces) a bottom 2 and four side walls 3, 4, 5, 6, whereby an upwardly open, substantially prismatic space 7 is limited, in the finished parts 8 - indicated in dashed lines in both figures - can be used. The finished part 8 is indicated as an arcuate projecting, since in this case the subject invention unfolds its special effect.

Im oberen Bereich einer der Seitenwände, hier der Seitenwand 4, ist wenigstens ein Durchgangsloch - im dargestellten Ausführungsbeispiel zwei Durchgangslöcher 9 - ausgebildet. Im Bereich der Ausmündung jedes Durchgangslochs 9 in den im Wesentlichen prismatischen Raums 7 ist in die Seitenwand 4 eine Spindelplatte 10 eingelassen; diese könnte auch an der Außenseite des Köcherfundaments 1 vorgesehen sein. In jede Spindelplatte 10 ist ein Gewindebolzen 11 eingeschraubt, der das Durchgangsloch 9 durchsetzt und im prismatischen Raum 7 eine lösbare Spindelgegenplatte 12 sowie an der Außenseite des Köcherfundaments 1 wenigstens eine Spannmutter 13 aufweist. Jedes Durchgangsloch 9 ist mit einem Hüllrohr 14 ausgekleidet. Jeder Gewindebolzen 11 ist in der Fig. 1 durch einen Doppelpfeil veranschaulichten Richtung verstellbar.In the upper region of one of the side walls, here the side wall 4, at least one through-hole - in the illustrated embodiment, two through holes 9 - is formed. In the area of the outlet of each through-hole 9 in the substantially prismatic space 7, a spindle plate 10 is inserted in the side wall 4; this could also be provided on the outside of the quiver foundation 1. In each spindle plate 10, a threaded bolt 11 is screwed, which passes through the through hole 9 and in the prismatic space 7, a releasable spindle counter plate 12 and on the outside of the quiver foundation 1 at least one clamping nut 13 has. Each through hole 9 is lined with a cladding tube 14. Each threaded bolt 11 is in the Fig. 1 adjustable by a double arrow illustrated direction.

An der Seitenwand 3, die der Seitenwand 4 gegenüberliegt, ist unterhalb des Durchgangslochs 9 ein abgerundeter Anschlag 15 vorgesehen, der sowohl hinsichtlich der Höhe, als auch hinsichtlich des Abstandes von der Seitenwand 3 verstellbar ist, wie durch zwei Doppelpfeile in Fig. 1 angedeutet. Die Verstellbarkeit kann in beliebiger, herkömmlicher Weise gewährleistet werden. Am einfachsten - und billigsten - ist es jedoch, sie durch Einlegeplatten 16 zu bewerkstelligen, zumal die Anschläge 15 und Einlegeplatten 16 beim Ausgießen des Köcherfundaments 1 in diesem verbleiben. Da jeder abgerundete Anschlag 15 tiefer als das zugehörige Durchgangsloch 9 liegt, kann durch Betätigung des Gewindebolzens 11 ein Drehmoment auf den Fertigteil 8 um den Anschlag 15 ausgeübt werden, wobei dessen Abrundung etwaige Beschädigungen des Fertigteils 8 durch das Kippen verhindert.On the side wall 3, which is opposite to the side wall 4, a rounded stop 15 is provided below the through hole 9, which is adjustable both in terms of height, as well as in terms of the distance from the side wall 3, as indicated by two double arrows in Fig. 1 indicated. The adjustability can be ensured in any conventional manner. The simplest - and cheapest - it is, however, to accomplish it through insert plates 16, especially since the stops 15 and insert plates 16 remain during pouring of the quiver foundation 1 in this. Since each rounded stop 15 is deeper than the associated through hole 9, by pressing the threaded bolt 11, a torque can be exerted on the finished part 8 to the stop 15, wherein its rounding prevents any damage to the finished part 8 by tilting.

Am Boden 2 des Köcherfundaments 1 ist schließlich wenigstens ein höhenverstellbares (durch Doppelpfeil in Fig. 1 angedeutet) Auflager 17 vorgesehen, wobei die Höhenverstellung durch Einlegeplatten 18 ermöglicht wird.At the bottom 2 of the quiver foundation 1 is finally at least one height adjustable (by double arrow in Fig. 1 indicated) support 17 is provided, wherein the height adjustment is made possible by insert plates 18.

Durch die getroffenen Maßnahmen kann ein Fertigteil 8, auch wenn er groß, schwer und überhängend ist, ohne Auskeilen oder Unterstellen präzise justiert werden, bevor der freibleibende Raum 7 des Köcherfundaments 1 mit oder ohne Armierung mit Beton ausgegossen wird. Wenn der in den Raum 7 hineinragende Abschnitt des Gewindebolzens 11 vor dem Ausgießen mit einem Trennmittel überzogen wird, kann der Gewindebolzen 11 nach dem Aushärten des Betons herausgeschraubt und anderweitig wieder verwendet werden; die Anschläge 15 und Auflager 17 verbleiben dagegen im Köcherfundament 1.By the measures taken, a finished part 8, even if it is large, heavy and overhanging, be precisely adjusted without chocking or Unterstellen before the remaining space 7 of the quiver foundation 1 is poured with or without reinforcement with concrete. When the portion of the threaded bolt 11 protruding into the space 7 is coated with a release agent before pouring, the threaded bolt 11 may be unscrewed and otherwise reused after the concrete has hardened; the stops 15 and support 17, however, remain in the quiver foundation. 1

Claims (5)

  1. Sleeve foundation, comprising an essentially prismatic, topless space, for receiving of prefabricated elements, being defined by four sidewalls and one bottom, characterized by provision of at least one clearance hole (9) in the upper region of one of the sidewalls (4), of at least one rounded stop (15) on the opposite side wall (3) beneath the clearance hole (9) and adjustable with respect to the height and wall distance as well as of at least one height adjustable support (17) on the bottom (2).
  2. Sleeve foundation according to claim 1, characterized in that the clearance hole (9) is surrounded in the region of one of its mouths, preferably in the region of the mouth leading into the prismatic space (7), by a spindle plate (10) embedded in the sidewall (4) into which a threaded bolt (11) passing through the clearance hole (9) is screwable.
  3. Sleeve foundation according to claim 2, characterized in that the threaded bolt (11) is provided with a removable spindle-counterplate (12) on its end leading into the prismatic space (7) and with at least one clamping nut (13) on the outside of the sidewall (4).
  4. Sleeve foundation according to one of the claims 1 to 3, characterized in that the clearance hole (9) is lined by a jacket tube (14).
  5. Sleeve foundation according to one of the claims 1 to 4, characterized in that the adjustability of the rounded stop (15) and /or the support (17) is ensured by insertion plates (16;18).
EP17205800.0A 2016-12-09 2017-12-07 Sleeve foundation Active EP3333323B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI201730138T SI3333323T1 (en) 2016-12-09 2017-12-07 Sleeve foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATGM50260/2016U AT15467U1 (en) 2016-12-09 2016-12-09 bucket foundation

Publications (2)

Publication Number Publication Date
EP3333323A1 EP3333323A1 (en) 2018-06-13
EP3333323B1 true EP3333323B1 (en) 2019-08-28

Family

ID=59828411

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17205800.0A Active EP3333323B1 (en) 2016-12-09 2017-12-07 Sleeve foundation

Country Status (3)

Country Link
EP (1) EP3333323B1 (en)
AT (1) AT15467U1 (en)
SI (1) SI3333323T1 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10159253A (en) * 1996-11-28 1998-06-16 Nippon Steel Corp Fixed column base
KR100885131B1 (en) * 2008-09-19 2009-02-24 대실종합건설 주식회사 A fixing structure of pillar and construction method thereof
KR100962931B1 (en) * 2010-04-01 2010-06-09 이재호 A post establishment base corestructure
JP2013238010A (en) * 2012-05-14 2013-11-28 Kyoyo Co Ltd Solar panel mounting and method of constructing solar panel mounting

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
SI3333323T1 (en) 2020-04-30
AT15467U1 (en) 2017-09-15
EP3333323A1 (en) 2018-06-13

Similar Documents

Publication Publication Date Title
DE102012212607A1 (en) Fastenable anchor system of a wall formwork and method
EP2677085B1 (en) Trench sheet and shoring unit of trench panels
DE1684134A1 (en) Process for the production of concrete castings by means of a sliding formwork and a sliding formwork for use in this process
EP3333323B1 (en) Sleeve foundation
DE102011102985A1 (en) Heavy duty anchor and method for placing heavy duty anchors
EP2642035A2 (en) Anchors for fixing pre-fabricated walls of wood framed houses on a concrete slab
DE102015002336B4 (en) Setting aid for stepwise setting of block levels
EP1293606B1 (en) Daywork shuttering device
DE102011081794B4 (en) Schaltisch for the field of construction and use of a double-acting hydraulic cylinder
DE19502719C2 (en) Formwork element with form-stabilized formlining due to frame construction
DE102007000866A1 (en) Universal console for mounting of formwork elements or railings to one wall, has devices for fastening console on wall, so that cladding for wall, and lining board for ceiling and railing for console are detachably held
DE102015208238A1 (en) Edge formwork element with a formwork panel for producing a concrete slab
DE3324301C2 (en)
EP3263787A1 (en) Pre-cast concrete component, in particular pre-cast concrete panel
EP1378618A2 (en) Apparatus for forming an accurate screeding profile
EP3029219A1 (en) Method of setting a spacing, stop or distance holder device and a spacing, stop or distance holder device
DE2309723C3 (en) Method and device for adjusting prefabricated walls and columns of buildings
DE908839C (en) Device for pressing pipes for soil examinations u. like
DE1559043C3 (en) Method for shuttering and stripping floor slabs in concrete buildings with the help of large-area shuttering for walls and ceilings and a device for carrying out the method
DE2310347A1 (en) METHOD OF CREATING A CONCRETE WALL
AT230929B (en) Press attachment for the mutual displacement of plate-shaped structural elements, in particular concrete roadway slabs, which are lined up at the front, leaving a gap
AT243663B (en) Method and device for the mechanical production of reinforced concrete slats
DE102008036187A1 (en) Wall edge formwork for a concrete floor slab for one-sided formwork and method for setting up the formwork
DE1987925U (en) SUPPORT FOR ELEMENTS TO BE FASTENED AT A DISTANCE FROM A SURFACE, SUCH AS CLADDING PANELS, CLADDING BRICKS ETC
DE7107253U (en) Anchoring (kit) for free-hanging attachment of prefabricated wall or facade panels

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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20181213

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

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

Owner name: RIEDER BETONWERK GMBH

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

RIC1 Information provided on ipc code assigned before grant

Ipc: E01F 8/00 20060101ALI20190219BHEP

Ipc: E02D 27/42 20060101AFI20190219BHEP

Ipc: E04H 12/22 20060101ALI20190219BHEP

INTG Intention to grant announced

Effective date: 20190327

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1172575

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190915

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502017002150

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: FELBER UND PARTNER AG, CH

Ref country code: CH

Ref legal event code: PFA

Owner name: BWR-BETONWERK RIEDER GMBH AND CO. KG, AT

Free format text: FORMER OWNER: RIEDER BETONWERK GMBH, AT

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502017002150

Country of ref document: DE

Representative=s name: HOEFER & PARTNER PATENTANWAELTE MBB, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 502017002150

Country of ref document: DE

Owner name: BWR-BETONWERK RIEDER GMBH & CO KG, AT

Free format text: FORMER OWNER: RIEDER BETONWERK GMBH, MAISHOFEN, AT

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

Ref country code: NL

Ref legal event code: HC

Owner name: BWR-BETONWERK RIEDER GMBH & CO KG; AT

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), CHANGE OF OWNER(S) NAME; FORMER OWNER NAME: RIEDER BETONWERK GMBH

Effective date: 20191121

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 502017002150

Country of ref document: DE

Owner name: BWR-BETONWERK RIEDER GMBH & CO KG, AT

Free format text: FORMER OWNER: BWR-BETONWERK RIEDER GMBH & CO. KG, MAISHOFEN, AT

Ref country code: DE

Ref legal event code: R082

Ref document number: 502017002150

Country of ref document: DE

Representative=s name: HOEFER & PARTNER PATENTANWAELTE MBB, DE

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20191128

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20191128

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20191230

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

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20191129

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20191228

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 32905

Country of ref document: SK

REG Reference to a national code

Ref country code: BE

Ref legal event code: HC

Owner name: BWR-BETONWERK RIEDER GMBH & CO KG; AT

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), CHANGEMENT DE NOM DU PROPRIETAIRE; FORMER OWNER NAME: RIEDER BETONWERK GMBH

Effective date: 20200120

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

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

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

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

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

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200224

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502017002150

Country of ref document: DE

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

PG2D Information on lapse in contracting state deleted

Ref country code: IS

26N No opposition filed

Effective date: 20200603

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

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

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

Ref country code: IE

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

Effective date: 20191207

Ref country code: LU

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

Effective date: 20191207

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

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

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

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20171207

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

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190828

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

Effective date: 20211207

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

Ref country code: GB

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

Effective date: 20211207

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

Ref country code: CH

Payment date: 20221206

Year of fee payment: 6

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230428

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

Ref country code: NL

Payment date: 20231127

Year of fee payment: 7

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

Ref country code: SK

Payment date: 20231127

Year of fee payment: 7

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

Ref country code: SI

Payment date: 20231127

Year of fee payment: 7

Ref country code: FR

Payment date: 20231124

Year of fee payment: 7

Ref country code: DE

Payment date: 20231127

Year of fee payment: 7

Ref country code: CZ

Payment date: 20231129

Year of fee payment: 7

Ref country code: AT

Payment date: 20231127

Year of fee payment: 7

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

Ref country code: BE

Payment date: 20231127

Year of fee payment: 7

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

Ref country code: CH

Payment date: 20240102

Year of fee payment: 7