EP0447326B1 - Verfahren und Vorrichtung zur Befestigung von Pfosten und ihre senkrechte Einstellung über einen Fundamentblock - Google Patents

Verfahren und Vorrichtung zur Befestigung von Pfosten und ihre senkrechte Einstellung über einen Fundamentblock Download PDF

Info

Publication number
EP0447326B1
EP0447326B1 EP91400709A EP91400709A EP0447326B1 EP 0447326 B1 EP0447326 B1 EP 0447326B1 EP 91400709 A EP91400709 A EP 91400709A EP 91400709 A EP91400709 A EP 91400709A EP 0447326 B1 EP0447326 B1 EP 0447326B1
Authority
EP
European Patent Office
Prior art keywords
plate
post
hereinabove
sole
foundation block
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
EP91400709A
Other languages
English (en)
French (fr)
Other versions
EP0447326A1 (de
Inventor
Emilio Puglia
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0447326A1 publication Critical patent/EP0447326A1/de
Application granted granted Critical
Publication of EP0447326B1 publication Critical patent/EP0447326B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04H12/2284—Means for adjusting the orientation of the post or pole
    • 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
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2261—Mounting poles or posts to the holder on a flat base

Definitions

  • the present invention relates to a method and a device in order to allow the fixing of a support on its base while ensuring the perfectly vertical positioning of this support.
  • support essentially encompasses an assembly comprising an upright, pole or vertical mast, resting on a sole forming a base resting on a base at ground level.
  • examples include public or private lighting candelabras, sign posts or "traffic lights” at crossroads, supports for road signs or direction indicators, particularly in cities, posts supporting traffic signs, signs or advertising.
  • the upright rests on a sole, itself horizontal.
  • a base generally consisting of a concrete die poured into the ground.
  • the support 1 is in direct contact with the base formed by a concrete anchor block 2 via the sole 3 of the support.
  • the sole 3 is made to rest on threaded rods 6 between two nuts while maintaining a reserved vacuum between the base 2 and the sole 3 in order to be able to adjust after the installation thereof its verticality by playing on the two nuts.
  • This void is then filled by a concrete stuffing.
  • the invention aims to remedy these drawbacks and makes it possible to produce an intermediate device inserted between the sole 3 and the anchoring block 2 allowing, by its compressibility, to provide both firm and reliable support of the sole on its base while adjusting and adjusting the position of the sole relative to the base and therefore correcting thereby the verticality of the upright resting on the sole.
  • a single plate is provided between the anchoring block and the sole, provided with a plurality of holes capable of engaging on each of the threaded rods, the recesses of the plate being provided with inter-axes corresponding to the positioning of said threaded rods.
  • the invention also relates to a device for carrying out the method and consisting of a plate intended to be inserted in an intermediate position between an anchoring block and a support and this intermediate device is made up of a material plate compressible capable of being positioned on the anchor block, being traversed by the threaded rods to receive the sole of the support.
  • Figure 1 shows a perspective view of a plate produced in accordance with the invention.
  • Figure 2 shows a sectional view of the establishment of an intermediate plate according to the invention under the sole of a support resting on a concrete base.
  • Figure 3 and Figure 4 represent empirical methods currently in force and corresponding to the prior art previously described.
  • a plate 10 has been produced according to the invention comprising at its center a recess or bore 12 of suitable diameter for the passage of electric cables, or pipes supplying an apparatus mounted on the support (light device in particular).
  • the plate has four recesses or openings 11 provided at each of the four angles along an inter-axis allowing the passage of the threaded rods 6 and therefore the fitting of the intermediate plate in direct contact with the anchor block.
  • the threaded rods 6 are positioned and sealed so that the thread is outside the bed of the anchor block 2.
  • the plate 10 is placed, the recesses 11 of which at the corners engage on the threaded rods 6.
  • the device according to the invention thus makes it possible on the one hand to absorb the unevenness of the surface of the anchor block 2 and above all a defect in the flatness or the horizontality of the anchor block; depending on the more or less accentuated tightening of the nuts on the threaded rods, the plate, located in the area close to this threaded rod, will be more or less crushed and compressed.
  • the plate and the method using this plate according to the invention have numerous advantages compared to conventional laying methods.
  • the support can be positioned as it is and its adjustment is made by simply tightening the upper nuts 4, the verticality being obtained quickly after a few empirical tightenings and by successive corrections.
  • the support is isolated electrically by a mass of insulating material (the rubber plate) from the ground; and in addition the metal (steel or aluminum) is isolated from the support and in particular from the sole 3 relative to the solid concrete base which is capable of constituting a source of corrosion of the metal.
  • the plate is produced in one-piece form.
  • the central recess allows the passage of pipes, in particular electrical or other, capable of serving a set of lighting or signals (three-color lights, etc.); the zone corresponding to the central recess being also perfectly insulated by compression between the anchor block and the sole.
  • the plate will be made of elastomeric resin, in particular and more particularly of natural or synthetic rubber.
  • This material in addition to the functions which it provides and the advantages which it presents and which have been previously described, also allows by its nature to dampen the vibrations received by the mast or the support thus implanted and resting on the plate in elastomeric resin; this ensures a very significant elimination of a source of aggression, in particular for electrical equipment (lamps, etc.) capable of being carried by the support and the service life of which is thus extended.
  • the dimensions of the plate will be adapted to the characteristics of the soles intended to come to rest on the receiving plate.
  • the plate will have the following dimensions in millimeters:

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Signs Or Road Markings (AREA)
  • Prostheses (AREA)
  • Road Paving Structures (AREA)

Claims (10)

  1. Verfahren zur Befestigung eines Pfostens (1) und zu seiner senkrechten Einstellung über einem Fundamentblock (2), gekennzeichnet durch die Abfolge der folgenden Schritte:
    a) senkrecht zur zukünftigen Einstellung des Pfostens wird ein insbesondere aus einem eingegrabenen Betonwürfel (2) bestehender Fundamentblock vorbereitet, in den Stangen eingemauert sind, deren oberer Teil mit einem Gewinde versehen ist und über den Fundamentblock hinausragt;
    b) auf jeder Gewindestange wird ein aus einem zusammendrückbaren Material bestehendes Zwischenelement angebracht, das zur Durchführung der Gewindestange mit einer Durchbohrung (11) versehenen ist und eine Platte (10) bildet;
    c) der auf einer Sohle (3) ruhende Pfosten wird auf der oder die auf den Gewindestangen angebrachten Zwischenplatten aufgesetzt;
    d) Schraubenmuttern (4) werden auf den Gewindestangen (6)die Senkrechte des Pfostens (1) einrichtend und korrigierend festgezogen.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß zwischen dem Fundamentblock und der Sohle des Pfostens eine mit mehreren, zum Durchführen der Gewindestangen (6) geeigneten Durchbohrungen (10) versehene einzelne Platte als Zwischenelement angebracht wird, wobei die Aussparungen (10) mit der Einstellung der Gewindestangen entsprechenden Innenachsen versehen sind.
  3. Verfahren nach Anspruch 2, dadurch gekennzeichnet, daß im Hinblick auf ihre Aufstellung auf einen Fundamentblock als Zwischenelement eine einzelne Platte vorbereitet wird, die an eine insbesondere quadratische, rechteckige oder kreisförmige Sohle (3) angepaßt ist, wobei die Platte: derart ausgerichtete Durchbohrungen aufweist, daß der Durchgang der Gewindestangen und das Anbringen der Platte in direktem Kontakt mit dem Befestigungsblock ermöglicht wird.
  4. Verfahren nach Anspruch 3, dadurch gekennzeichnet, daß die einzelne Platte mit einer zentralen Aussparung versehen ist zum Durchführen von Kabeln oder den Pfosten versorgenden, eingegrabenen Kanälen.
  5. Vorrichtung zur Durchführung des Verfahrens nach einem der vorgenannten Ansprüche 1 bis 4, dadurch gekennzeichnet, daß sie aus einer Platte besteht, die zur Einführung in eine Zwischenposition zwischen einen Befestigungsblock (2) und einen Pfosten (1) bestimmt ist, und daß diese Zwischenvorrichtung aus einer Platte aus zusammendrückbaren Material gebildet ist, die sich zur Anbringung auf dem Befestigungsblock eignet und von den Gewindestangen durchdrungen wird, um die Sohle des.Pfostens abringen zu können.
  6. Vorrichtung nach Anspruch 5, dadurch gekennzeichnet, daß die Platte einen einheitlichen Block bildet, der eine Vielzahl von der Lage der Gewindestangen entsprechenden Durchbohrungen aufweist.
  7. Vorrichtung nach einem der Ansprüche 5 oder 6, dadurch gekennzeichnet, daß die Platte aus Naturkautschuk oder Kunststoff angefertigt ist.
  8. Vorrichtung nach einem der Ansprüche 5 bis 7, dadurch gekennzeichnet, daß die Platte eine zentrale Durchbohrung aufweist, um die Durchführung von Leitungen, Kabeln oder den Pfosten versorgenden eingegrabenen Kanälen zu ermöglichen.
  9. Vorrichtung nach einem der Ansprüchen 5 bis 8, dadurch gekennzeichnet, daß die Platte eine Dicke in der Größenordnung von mindestens 10 mm aufweist.
  10. Vorrichtung nach einem der Ansprüche 5 bis 9, dadurch gekennzeichnet, daß die Platte viereckig ist. Sie weist an jeder Ecke eine Durchbohrung für das Durchführen der Gewindestangen sowie eine zentrale Durchbohrung für den Durchgang des Versorgungskabel auf, wobei die Platte unter der Sohle eines Pfostens, insbesondere eines Kandelabers, und über dem unterhalb gelegenen Fundamentblock eingerichtet ist.
EP91400709A 1990-03-16 1991-03-15 Verfahren und Vorrichtung zur Befestigung von Pfosten und ihre senkrechte Einstellung über einen Fundamentblock Expired - Lifetime EP0447326B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9003420A FR2659685A1 (fr) 1990-03-16 1990-03-16 Dispositif pour ameliorer la fixation d'un support et le reglage de sa verticalite sur un massif d'ancrage.
FR9003420 1990-03-16

Publications (2)

Publication Number Publication Date
EP0447326A1 EP0447326A1 (de) 1991-09-18
EP0447326B1 true EP0447326B1 (de) 1993-06-16

Family

ID=9394838

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91400709A Expired - Lifetime EP0447326B1 (de) 1990-03-16 1991-03-15 Verfahren und Vorrichtung zur Befestigung von Pfosten und ihre senkrechte Einstellung über einen Fundamentblock

Country Status (3)

Country Link
EP (1) EP0447326B1 (de)
DE (1) DE69100121T2 (de)
FR (1) FR2659685A1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9206617B2 (en) 2004-04-02 2015-12-08 Aloys Wobben Tower and foundation

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4238181A1 (en) * 1992-01-08 1993-07-15 I & V Gmbh Induktionsschleifen Mounting for communications mast, e.g. for traffic signal unit - has tubes set in concrete and receiving fixing bolts tightened to spread elements and grip inner surface.
DE4315286C2 (de) * 1993-05-07 1997-07-24 Sps Schutzplanken Gmbh Vorgefertigtes Ankerelement, insbesondere für passive Schutzeinrichtungen
DE9313260U1 (de) * 1993-09-02 1994-03-17 Krinner, Klaus, 94342 Straßkirchen Vorrichtung zum vertikalen Anordnen eines pfahl- oder pfostenförmigen Gegenstandes
DE19639576C2 (de) * 1996-09-26 2001-09-13 Vetter Foerdertechnik Gmbh Befestigung der Säule eines Schwenkkranes
DE29619383U1 (de) * 1996-11-07 1998-03-12 Ruhland, Manfred, 81929 München Dämpfungseinrichtung für Stahlkamine
DE202006018112U1 (de) * 2006-11-29 2007-02-08 BBL Bahnbau Lüneburg GmbH Befestigungsvorrichtung für Signalmasten
DE102011117629A1 (de) * 2011-11-04 2013-05-08 Weinor Gmbh & Co. Kg Pfostenstütze
DE102012009850A1 (de) * 2012-05-21 2013-11-21 Hartwig Schwieger Schwingungsoptimierte Windenergieanlage-Elastomerlagerung
NO340309B1 (no) * 2014-01-27 2017-03-27 Vidar Sandquist Damptett isolerende plate for montering under hule master med fotplate, så som lysmaster med elektriske kabler.
FR3043708B1 (fr) * 2015-11-18 2018-01-05 Lacroix Sogexi Semelle, procede de fabrication d'une telle semelle et equipement exterieur comprenant une telle semelle
AT521049B1 (de) * 2018-07-23 2019-10-15 Holzbauer Eduard Klebeanker

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR789873A (fr) * 1935-05-09 1935-11-07 Expl De Brevets De Roues Autom Borne à fût oscillant élastiquement
DE1684854A1 (de) * 1966-02-18 1971-04-15 Olsen Mats Finn Erland Verfahren zur Befestigung von Lichtmasten od. dgl.
FR2367868A1 (fr) * 1976-10-18 1978-05-12 Tardieu Andre Principe de fixation de piquets ou supports

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9206617B2 (en) 2004-04-02 2015-12-08 Aloys Wobben Tower and foundation

Also Published As

Publication number Publication date
EP0447326A1 (de) 1991-09-18
FR2659685A1 (fr) 1991-09-20
DE69100121D1 (de) 1993-07-22
DE69100121T2 (de) 1994-01-20

Similar Documents

Publication Publication Date Title
EP0447326B1 (de) Verfahren und Vorrichtung zur Befestigung von Pfosten und ihre senkrechte Einstellung über einen Fundamentblock
EP0956393B1 (de) (leit-) pfosten mit sollbruchstelle in der verankerung
CA2410923C (fr) Procede de construction d'une voie ferree sur une dalle de beton et selle provisoire pour la mise en oeuvre de ce procede
EP2687267B1 (de) Verankerungsvorrichtung auf einem Dach, insbesondere auf einem Dach mit Abdichtfolie
FR2546215A1 (fr) Traversee pour le passage de conduits tels que des cables, tuyaux, etc. par une ouverture dans le mur et dispositif pour la realisation d'une surface interieure pour une telle traversee dans un mur en beton
EP1310596B1 (de) Verfahren zum Herstellen einer festen Fahrbahn und Rippenplatte zur Durchführung dieses Verfahrens
US6684588B1 (en) Bonded swimming pool ladder anchor socket
FR2682982A1 (fr) Cadre assurant le positionnement des tiges d'ancrage et la verticalite d'un mat et procede de fixation d'un mat le mettant en óoeuvre.
FR2724196A1 (fr) Dispositif de fixation d'un mat en forme de cylindre creux et mat apte a etre installe a l'aide d'un tel dispositif
KR102036688B1 (ko) 지주대 기초 구조체 커버
EP0884420A1 (de) Verfahren und Vorrichtung für einen sich Seitwärts- und Rutschkräften entgegenstellenden Gründungskörper
WO2022101871A1 (fr) Système de coulissement et de serrage / desserrage pour un armement de support d'une caténaire et procédé d'installation d'un tel système
CA1289799C (fr) Bouche d'acces a tete flottante
EP0154569A1 (de) Verfahren zur schnellen Montage von Konstruktionsteilen und Vorrichtung dafür
EP0794303A1 (de) Verfahren und Vorrichtung zur Bodenbefestigung eines Strassenmöbels und Telefonzelle versehen mit solcher Vorrichtung
FR2831576A1 (fr) Plot pour la fixation d'un barreau-support de balustrade ou de barriere
EP3170954B1 (de) Lagerplatte, herstellungsverfahren einer solchen lagerplatte und outdoor-equipement, das eine solche lagerplatte umfasst
FR2491106A1 (fr) Procede de congelation du sol
EP3492667B1 (de) System zur installation eines bodenelementes, wie einer bodenplatte, und verfahren zum installieren eines bodenelementes
FR2964131A1 (fr) Dispositif de reglage de la hauteur d'un coffrage pour dalles de beton
FR2838146A1 (fr) Abri pour conteneur ou benne de recuperation de dechets
FR3156153A1 (fr) Système de clôture
FR2882376A1 (fr) Equipement de securite et de signalisation routieres et procede d'installation d'un tel equipement
EP1045090B1 (de) Wiederherstellung von Mauerwerkselementen
FR2684406A1 (fr) Dispositif d'ancrage d'ossatures supports de structures portees en toile ou similaire.

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

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): BE CH DE FR GB IT LI NL

17P Request for examination filed

Effective date: 19920312

17Q First examination report despatched

Effective date: 19920715

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): BE CH DE FR GB IT LI NL

REF Corresponds to:

Ref document number: 69100121

Country of ref document: DE

Date of ref document: 19930722

ITF It: translation for a ep patent filed
GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19930923

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

Ref country code: CH

Payment date: 19940211

Year of fee payment: 4

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

Ref country code: NL

Payment date: 19940331

Year of fee payment: 4

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

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

Ref country code: BE

Payment date: 19940505

Year of fee payment: 4

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

Ref country code: DE

Payment date: 19940507

Year of fee payment: 4

26N No opposition filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19950315

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

Ref country code: BE

Effective date: 19950331

Ref country code: CH

Effective date: 19950331

Ref country code: LI

Effective date: 19950331

BERE Be: lapsed

Owner name: PUGLIA EMILIO

Effective date: 19950331

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

Ref country code: NL

Effective date: 19951001

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

Effective date: 19950315

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19951001

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

Ref country code: DE

Effective date: 19951201

REG Reference to a national code

Ref country code: FR

Ref legal event code: CL

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

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050315

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

Ref country code: FR

Payment date: 20100419

Year of fee payment: 20