EP1936071A1 - Method of replacing a post and installation comprising a post - Google Patents

Method of replacing a post and installation comprising a post Download PDF

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Publication number
EP1936071A1
EP1936071A1 EP07291552A EP07291552A EP1936071A1 EP 1936071 A1 EP1936071 A1 EP 1936071A1 EP 07291552 A EP07291552 A EP 07291552A EP 07291552 A EP07291552 A EP 07291552A EP 1936071 A1 EP1936071 A1 EP 1936071A1
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EP
European Patent Office
Prior art keywords
base
post
pole
support rods
foundation
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Granted
Application number
EP07291552A
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German (de)
French (fr)
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EP1936071B1 (en
Inventor
Cyrille Eude
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ETDE
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Transel Etude de Construction de Lignes de Transport dEnergie Electrique SAS
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Priority to PL07291552T priority Critical patent/PL1936071T3/en
Publication of EP1936071A1 publication Critical patent/EP1936071A1/en
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    • 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
    • E04H12/2292—Holders used for protection, repair or reinforcement of the post or pole
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0225—Increasing or restoring the load-bearing capacity of building construction elements of circular building elements, e.g. by circular bracing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0229—Increasing or restoring the load-bearing capacity of building construction elements of foundations or foundation walls

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Road Signs Or Road Markings (AREA)
  • Foundations (AREA)
  • Devices For Checking Fares Or Tickets At Control Points (AREA)

Abstract

The method involves removing a post (4) i.e. high/very high voltage electric post, at the proximity of its base, and reinforcing an existing foundation (2). Support rods (10) e.g. machine head type support rods, are cemented in the reinforced foundation, and a base (16) is fixed on the support rods. A new post (22) is inserted in the base and fixed in the base, where the post (22) is made of concrete, steel and wood and has a cross-section larger than a cross-section of the post (4). Another foundation (8) is formed around the foundation (2), where the foundation is made of concrete.

Description

La présente invention concerne un procédé de remplacement d'un poteau, par exemple d'un poteau électrique, et une installation comprenant un poteau.The present invention relates to a method of replacing a pole, for example an electric pole, and an installation comprising a pole.

Les poteaux électriques, notamment ceux de grande hauteur tels que les poteaux électriques à haute tension ou très haute tension, sont sujets à de fortes contraintes mécaniques dues principalement au poids des câbles et aux éléments naturels auxquels ils sont soumis tels que le vent, la foudre, la pluie, le froid, la chaleur, la neige, le givre, la corrosion, les mouvements de terrain, les chutes d'arbres, etc.Power poles, especially high poles such as high voltage or very high voltage poles, are subject to heavy mechanical stress due mainly to the weight of the cables and the natural elements to which they are subjected such as wind, lightning , rain, cold, heat, snow, frost, corrosion, landslides, falling trees, etc.

Ainsi, comme cela a pu se produire lors de violentes tempêtes durant lesquelles les bourrasques de vent ont pu dépasser 200 km/h, ces poteaux peuvent fléchir et se plier, s'effondrer sur eux-mêmes ou être arraché au niveau de leur fondation. Les conséquences de ce type d'événement peuvent être une coupure d'alimentation en courant pour des milliers voire des millions de foyers pendant plusieurs heures ou jours, des pertes humaines dans les cas, rares, où le poteau tombe sur une habitation ou une personne, et des coûts financiers très importants de réparation des poteaux endommagés, notamment de consolidation, de remplacement, de remontage de ligne.Thus, as may have occurred during violent storms during which wind gusts may exceed 200 km / h, these poles may flex and bend, collapse on themselves or be torn off at their foundation. The consequences of this type of event can be a power failure for thousands or even millions of homes for several hours or days, loss of life in cases, rare, where the pole falls on a house or a person , and very significant financial costs of repairing damaged poles, including consolidation, replacement, line reassembly.

Des procédés de renforcement de poteaux ou de pylônes ont déjà été proposés. Ainsi, le document FR-2 810 056 propose de renforcer les fondations de pylônes pour ligne à haute tension réalisés en treillis métallique en enfonçant dans le sol, à côté de la fondation, des tiges qui sont ensuite élargies au niveau de leur extémité inférieure et dont les extrémités supérieures sont reliées entre elles par des étriers.Methods of reinforcing poles or pylons have already been proposed. Thus, the document FR-2,810,056 proposes to reinforce the foundations of high-voltage power-line pylons made of wire mesh by pushing into the ground, next to the foundation, the rods which are then widened at their lower end and whose upper ends are interconnected by stirrups.

On connaît également du document FR-2 845 705 un procédé de renforcement des fondations d'un pylône dans lequel on installe dans le sol, dans une zone située en dessous du massif en béton et à l'extérieur de la verticale de la semelle du massif un dispositif d'ancrage du type à plaque reliée au massif par un câble tendu.Document is also known FR-2,845,705 a method of reinforcing the foundations of a pylon in which an anchoring device of the plate type is installed in the ground, in an area situated below the concrete mass and outside the vertical of the sole of the solid mass. connected to the massif by a stretched cable.

Dans ces procédés connus, le renforcement se fait au niveau de la fondation. Si cette technique permet de renforcer l'ancrage du poteau, elle n'améliore pas la tenue du poteau lui-même. Elle peut donc s'avérer insuffisante dans les cas où le poteau est dégradé ou subit des efforts de plus en plus importants, par exemple par suite de conditions climatiques (vent, neige, givre,...) devenues plus sévères ou si le poteau est affecté à un autre usage, par exemple l'installation de produits de télécommunication de type antenne ou le remplacement des conducteurs d'une ligne à haute tension par des conducteurs de section plus importante, donc plus lourds.In these known methods, the reinforcement is done at the level of the foundation. If this technique reinforces the anchoring of the pole, it does not improve the holding of the pole itself. It can therefore prove to be insufficient in cases where the post is degraded or undergoes more and more efforts, for example as a result of climatic conditions (wind, snow, frost, ...) which have become more severe or if the pole is assigned to another use, for example the installation of telecommunication products of the antenna type or the replacement of the conductors of a high-voltage line by conductors of larger section, and therefore heavier.

Un but de la présente invention est de proposer un procédé de renforcement plus simple, plus efficace et plus complet.An object of the present invention is to provide a simpler, more efficient and more complete method of reinforcement.

Plus précisément, la présente invention a pour objet un procédé de remplacement d'un poteau ancré dans un massif, ledit procédé comprenant les étapes consistant à :

  • supprimer ledit poteau à proximité de sa base,
  • renforcer le massif existant,
  • sceller des tiges support dans le massif renforcé,
  • fixer une embase sur les tiges support,
  • insérer un nouveau poteau dans ladite embase, et
  • fixer le nouveau poteau dans l'embase.
More specifically, the present invention relates to a method of replacing a pole anchored in a solid mass, said method comprising the steps of:
  • remove said post near its base,
  • strengthen the existing massif,
  • seal support rods in the reinforced solid,
  • fix a base on the support rods,
  • insert a new pole into said base, and
  • fix the new pole in the base.

Ainsi, l'invention se distingue de l'art antérieur en ce que le procédé ne porte pas seulement sur le renforcement de la fondation mais consiste à remplacer le poteau lui-même en utilisant pour partie la fondation existante.Thus, the invention differs from the prior art in that the method is not only about strengthening the foundation but is to replace the post itself using part of the existing foundation.

On notera que les étapes du procédé ne sont pas nécessairement chronologiques. En particulier, la mise en place des tiges supports, lorsqu'elles sont de type crosses de scellement, peut être effectuée avant ou après le renforcement du massif, pour autant, si cette mise en place est postérieure au renforcement du massif, que les crosses de scellement sont insérées avant la prise du massif. Pour des tiges support de type cheville mécanique ou chimique, leur mise en place s'effectuera après la prise du massif.It should be noted that the steps of the method are not necessarily chronological. In particular, the establishment of the support rods, when they are of the type of sealing butts, can be carried out before or after the reinforcement of the solid mass, provided that if this installation is posterior to the reinforcement of the solid mass, that the butts of sealing are inserted before taking the massif. For support rods of the mechanical or chemical peg type, their installation will take place after the setting of the solid mass.

De même, selon les modes de réalisation, l'embase peut être mise en place en totalité ou seulement partiellement avant d'insérer le nouveau poteau. Elle peut également être mise en place après que le poteau y a été inséré.Similarly, according to the embodiments, the base can be implemented in whole or only partially before inserting the new pole. It can also be put in place after the post has been inserted.

Le renforcement du massif existant est réalisé de manière préférée par l'agrandissement du massif. Il peut également être réalisé par l'adjonction de micropieux, par exemple de diamètre de 200 mm et de longueur 10 m, reliés au massif existant par l'intermédiaire d'un massif de liaisonReinforcement of the existing massif is preferably carried out by enlarging the massif. It can also be achieved by the addition of micropiles, for example with a diameter of 200 mm and a length of 10 m, connected to the existing massif by means of a connecting mass.

De manière avantageuse, le nouveau poteau peut avoir une section droite plus grande que le poteau initial. Il peut aussi avoir une section droite plus petite tout en étant plus résistant, par exemple dans le cas d'un poteau en bois que l'on remplace par un poteau en béton ou en métal.Advantageously, the new post may have a larger cross section than the initial post. It can also have a smaller cross section while being more resistant, for example in the case of a wooden post that is replaced by a concrete or metal post.

De manière préférée, l'embase comporte une coque cylindrique ou polygonale. Lorsqu'elle est en une partie, elle peut comporter une platine soudée à la base de la coque. L'embase peut également comporter une pluralité d'éléments de coques et une platine.Preferably, the base comprises a cylindrical shell or polygonal. When it is in one part, it may include a plate welded to the base of the hull. The base may also include a plurality of shell elements and a plate.

Selon un mode de réalisation avantageux, l'embase comprend au moins un plat de compression.According to an advantageous embodiment, the base comprises at least one compression plate.

Le nouveau poteau est de manière préférée en béton, mais peut être en acier, en bois ou autre. Quant au massif renforcé, il est de préférence en béton.The new pole is preferably concrete, but may be steel, wood or other. As for the reinforced solid, it is preferably made of concrete.

La présente invention a également pour objet une installation comprenant un premier massif duquel affleure la base d'un premier poteau, un second massif réalisé autour du premier massif, des tiges support s'étendant partiellement dans le second massif, une embase montée sur les tiges support, et un second poteau inséré dans l'embase et maintenu dans celle-ci.The present invention also relates to an installation comprising a first mass which is flush with the base of a first pole, a second mass made around the first mass, support rods extending partially into the second mass, a base mounted on the rods. support, and a second post inserted into the base and held therein.

On décrira ci-après à titre d'exemple non limitatif, une forme d'exécution de la présente invention, en référence au dessin annexé sur lequel :

  • les figures 1, 2, 4 et 6 illustrent schématiquement des étapes successives de remplacement d'un poteau pour une ligne à haute tension par le procédé selon l'invention,
  • les figures 3a et 3b sont des vues de côté et de dessus de l'ensemble formé du massif, des tiges support et de la platine, et
  • les figures 5a et 5b sont des vues respectivement intérieure et extérieure d'une demi-coque de l'embase.
One embodiment of the present invention will be described hereinafter by way of nonlimiting example, with reference to the appended drawing in which:
  • the Figures 1, 2 , 4 and 6 schematically illustrate successive stages of replacing a pole for a high-voltage line by the method according to the invention,
  • the Figures 3a and 3b are views from the side and from above of the assembly formed of the solid mass, the support rods and the plate, and
  • the Figures 5a and 5b are respectively inner and outer views of a half-shell of the base.

La figure 1 représente une installation comprenant principalement un massif 2 et un poteau 4. Le massif 2 est formé dans le sol 6 par coulage de béton dans un évidemment pratiqué autour du poteau 4. Pour un poteau de 14 m de haut et de base 720 x 425 mm, le massif présente une hauteur de l'ordre de 2,10 m et une base de 1 x 1 m, ces dimensions dépendant bien évidemment de la nature du sol et des efforts que le poteau est susceptible de subir, notamment en raison des conditions climatiques (vent, givre, etc..). Le poteau et le massif pourraient bien entendu avoir une base autre que quadrangulaire, et par exemple circulaire.The figure 1 represents an installation mainly comprising a solid mass 2 and a pole 4. The solid mass 2 is formed in the ground 6 by pouring concrete in a recess practiced around the pole 4. For a 14 m high pole and base 720 x 425 mm, the massif has a height of the order of 2.10 m and a base of 1 x 1 m, these dimensions obviously depending on the nature of the soil and efforts that the post is likely to suffer, especially because of climatic conditions (wind, frost, etc. ..). The post and the massif could of course have a base other than quadrangular, and for example circular.

Comme indiqué au début de la présente description, il est parfois nécessaire de renforcer une installation pour tenir compte d'une dégradation des conditions climatiques, de nouvelles règlementations concernant ce type d'installation, ou d'une nouvelle utilisation de l'installation, tel que le remplacement d'un conducteur.As indicated at the beginning of the present description, it is sometimes necessary to reinforce an installation to take into account a deterioration of the climatic conditions, new regulations concerning this type of installation, or a new use of the installation, such as than the replacement of a driver.

On décrira ci-après un mode de réalisation du procédé de remplacement selon l'invention.An embodiment of the replacement method according to the invention will be described below.

Comme représenté sur la coupe de la figure 2, la première étape consiste, après avoir déconnecté les câbles à haute tension du sommet du poteau, à supprimer le poteau 4. Ceci est réalisé par exemple par sciage. De préférence, le poteau 4 est scié au voisinage du massif 2, par exemple à quelques centimètres au-dessus du massif 2.As depicted on the cut of the figure 2 , the first step is, after disconnecting the high voltage cables from the top of the pole, to remove the pole 4. This is achieved for example by sawing. Preferably, the post 4 is sawn in the vicinity of the solid mass 2, for example a few centimeters above the solid mass 2.

Ensuite, le remplacement du poteau ayant pour but de renforcer l'installation, il convient de renforcer le massif 2, en particulier en l'agrandissant. Pour cela, on dégage le sol 6 autour du massif 2 sur une profondeur qui est par exemple de l'ordre de la moitié de la hauteur du massif 2 et de dimension de 1,50 x 1,50 m. On coule alors un nouveau massif 8 en béton dans l'espace libre.Then, the replacement of the post for the purpose of strengthening the installation, it is necessary to strengthen the massif 2, in particular by enlarging it. For this, the soil 6 is released around the solid mass 2 to a depth which is for example of the order of half the height of the solid mass 2 and dimension of 1.50 x 1.50 m. We then pour a new solid mass 8 in the free space.

Avant de couler le béton, ou après l'avoir coulé mais avant sa prise, on dispose, comme représenté sur la vue de côté de la figure 3a et la vue de dessus de la figure 3b, un ensemble de tiges support 10 dans le massif 8. Lorsque le béton est sec, on dispose une platine 12 sur les tiges support 10, la position de la platine étant ajustée par des boulons 14 sur lesquels repose la platine 12, celle-ci formant un socle destiné à recevoir le nouveau poteau.Before pouring the concrete, or after pouring it but before it is set, one has, as shown in the side view of the figure 3a and the top view of the figure 3b , a set of support rods 10 in the massive 8. When the concrete is dry, there is a plate 12 on the support rods 10, the position of the plate being adjusted by bolts 14 on which the plate 12 rests, the latter forming a base for receiving the new pole.

Une embase 16 est ensuite montée sur la platine 12. Cette embase 16 est avantageusement formée de deux demi-coques hémicylindriques 18. Ces demi-coques sont par exemple en acier, ont une hauteur de l'ordre de 1,5 m et pèsent chacune 300 kg. On comprend que l'embase pourrait également être formé d'une seule coque ou d'un nombre d'éléments de coque différent de deux et être de forme cylindrique ou polygonale.A base 16 is then mounted on the plate 12. This base 16 is advantageously formed of two semicylindrical half-shells 18. These half-shells are for example made of steel, have a height of the order of 1.5 m and weigh each 300 kg. It is understood that the base could also be formed of a single shell or a number of hull elements other than two and be of cylindrical or polygonal shape.

On peut, comme représenté sur la figure 4, disposer une première demi-coque 18 sur la platine 12 et la fixer à l'aide de boulons 20 engagés dans les tiges support. On prépositionne alors le nouveau poteau 22 sur la platine 12 contre cette demi-coque 18. La deuxième demi-coque est ensuite montée de la même manière. On pourrait aussi fixer dans un premier temps les deux demi-coques 18 sur la platine 12, puis insérer le nouveau poteau 22 en le faisant descendre dans l'embase 16. On pourrait également mettre en place l'embase sur le poteau puis lever l'ensemble pour le positionner sur les tiges support.One can, as represented on the figure 4 , have a first half-shell 18 on the plate 12 and fix it with bolts 20 engaged in the support rods. Prepositioning the new pole 22 on the plate 12 against this half-shell 18. The second half-shell is then mounted in the same manner. It would also be possible to initially fix the two half-shells 18 on the plate 12, then insert the new pole 22 by lowering it into the base 16. The base could also be put in place on the post and then lifted. together to position it on the support rods.

Au cours de cette l'étape représenté sur la figure 4, le poteau n'est pas complètement maintenu par l'embase. On a représenté respectivement sur les figures 5a et 5b une vue de l'intérieur et une vue de l'extérieur d'une demi-coque de l'embase. Elle comprend principalement une paroi hémicylindrique 26 et une semelle 28 qui comporte des perçages 30 pour le passage des tiges support 10.During this step represented on the figure 4 , the post is not completely maintained by the base. We have shown respectively on Figures 5a and 5b a view from the inside and a view from the outside of a half-shell of the base. It mainly comprises a semicylindrical wall 26 and a sole 28 which has holes 30 for the passage of the support rods 10.

Elle comporte encore sur sa face interne au moins un plat de compression 32 monté sur un tube de guidage radial 34 et un élément de serrage 36, le tube de guidage 34 et l'élément de serrage 36 traversant des perçages pratiqués dans la demi-coque et étant manipulables depuis la face extérieure de la demi-coque. Les plats de compression sont destinés à maintenir le poteau en position. Après que les deux demi-coques sont en place, elles sont solidarisées par des boulons traversant des ouies 38 réparties sur les bords de chaque demi-coque. Les plats de compression sont alors repoussés par les monteurs radialement, à l'aide des tubes de guidage 34, vers le poteau en vissant l'élément de serrage 36 et sont verrouillés par des boulons lorsque le poteau est correctement maintenu.It still has on its inner face at least one compression plate 32 mounted on a radial guide tube 34 and a clamping member 36, the guide tube 34 and the clamping element 36 passing through holes in the half-shell and being manipulable from the outer face of the half-shell. The compression plates are intended to hold the pole in position. After the two half-shells are in place, they are secured by bolts through louvers 38 distributed on the edges of each half-shell. The compression plates are then pushed by the assemblers radially, with the aid of the guide tubes 34, towards the post by screwing the clamping element 36 and are locked by bolts when the post is correctly held.

On comprend qu'il est avantageux que les plats de compression soient répartis sur la périphérie interne de l'embase de manière à assurer un maintien correct du poteau. A titre d'exemple, comme représenté sur les figures 5a et 5b, l'embase peut comprendre avantageusement deux plats de compression en partie haute et deux plats de compression en partie basse.It is understood that it is advantageous that the compression plates are distributed over the inner periphery of the base so as to ensure proper maintenance of the post. For example, as shown on the Figures 5a and 5b , the base may advantageously comprise two compression plates at the top and two compression plates at the bottom.

L'invention a été décrite en référence a un mode de réalisation d'une installation comprenant un poteau unique. Bien évidemment, l'invention s'applique également à des installations comportant plusieurs poteaux, tels que des portiques à deux poteaux dont les parties supérieures sont reliées entre elles par des traverses supportant des câbles.The invention has been described with reference to an embodiment of an installation comprising a single pole. Of course, the invention also applies to installations comprising several posts, such as porticoes with two poles whose upper parts are interconnected by cross-members supporting cables.

Claims (9)

Procédé de remplacement d'un poteau (4) ancré dans un massif (2), ledit procédé comprenant les étapes consistant à : - supprimer ledit poteau (4) à proximité de sa base, - renforcer le massif (2) existant, - sceller des tiges support (10) dans le massif renforcé (8), - fixer une embase (16) sur les tiges support (10), - insérer un nouveau poteau (22) dans ladite embase (16), et - fixer le nouveau poteau (22) dans l'embase (16). A method of replacing a pole (4) anchored in a bed (2), said method comprising the steps of: - remove said post (4) near its base, - strengthen the existing massif (2), - sealing support rods (10) in the reinforced solid mass (8), - Fix a base (16) on the support rods (10), inserting a new pole (22) into said base (16), and - fix the new pole (22) in the base (16). Procédé selon la revendication 1 dans lequel le nouveau poteau (22) a une section droite plus grande que le poteau initial (4).The method of claim 1 wherein the new post (22) has a larger cross-section than the initial post (4). Procédé selon l'une des revendications précédentes dans lequel l'embase (16) comporte une coque cylindrique ou polygonale.Method according to one of the preceding claims wherein the base (16) comprises a cylindrical shell or polygonal. Procédé selon la revendication 3 dans lequel l'embase est en une partie et comporte une platine (12) soudée à la base de la coque.The method of claim 3 wherein the base is in one part and comprises a plate (12) welded to the base of the shell. Procédé selon la revendication 3 dans lequel l'embase comporte une pluralité d'éléments de coque (18), et une platine (12).The method of claim 3 wherein the base comprises a plurality of shell elements (18), and a plate (12). Procédé selon l'une des revendications précédentes dans lequel l'embase (16) comprend au moins un plat de compression (32).Method according to one of the preceding claims wherein the base (16) comprises at least one compression plate (32). Procédé selon l'une des revendications précédentes dans lequel le nouveau poteau (22) est en béton, en acier ou en bois.Method according to one of the preceding claims wherein the new post (22) is concrete, steel or wood. Procédé selon l'une des revendications précédentes dans lequel le massif renforcé (8) est en béton.Method according to one of the preceding claims wherein the reinforced solid mass (8) is concrete. Installation comprenant un premier massif (2) duquel affleure la base d'un premier poteau (4), un second massif (8) réalisé autour le premier massif, des tiges support (10) s'étendant partiellement dans le second massif (8), une embase (16) montée sur les tiges support (10), et un second poteau (22) inséré dans l'embase (16) et maintenu dans celle-ci.Installation comprising a first bed (2) from which the base of a first post (4) is exposed, a second bed (8) made around the first bed, support rods (10) partially extending into the second bed (8) , a base (16) mounted on the support rods (10), and a second pole (22) inserted into the base (16) and held therein.
EP07291552A 2006-12-18 2007-12-18 Method of replacing a post and installation comprising a post Not-in-force EP1936071B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07291552T PL1936071T3 (en) 2006-12-18 2007-12-18 Method of replacing a post and installation comprising a post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0611023A FR2910038B1 (en) 2006-12-18 2006-12-18 METHOD FOR REPLACING A POST AND INSTALLATION COMPRISING A POST

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EP1936071A1 true EP1936071A1 (en) 2008-06-25
EP1936071B1 EP1936071B1 (en) 2011-06-15

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EP07291552A Not-in-force EP1936071B1 (en) 2006-12-18 2007-12-18 Method of replacing a post and installation comprising a post

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AT (1) ATE513100T1 (en)
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ES2493722A1 (en) * 2013-03-12 2014-09-12 Iconkrete 2012, S.L. Procedure of execution of a wind turbine to repower an existing wind farm and wind turbine obtained (Machine-translation by Google Translate, not legally binding)
CN104929411A (en) * 2015-07-16 2015-09-23 吴建平 Communication tower with rainproof function
WO2016001455A1 (en) * 2014-07-03 2016-01-07 Iconkrete 2012, S.L. Method for installing a wind turbine to upgrade an existing wind farm and wind turbine obtained
RU168980U1 (en) * 2016-01-18 2017-03-01 Алексей Викторович Лисицын PROTECTIVE CAP
CN108179761A (en) * 2018-03-05 2018-06-19 湖州加诚舒适家工程设备有限公司 A kind of construction steel structure pedestal
CN108643216A (en) * 2018-04-27 2018-10-12 国家电网公司 Basis not power cut construction method when replacing old disconnecting switch
US10253519B2 (en) 2014-03-20 2019-04-09 Paul L. Magargee Light pole assemblies, methods, and devices
CN110397074A (en) * 2019-07-31 2019-11-01 福建省邮电规划设计院有限公司 A kind of communication shaft tower earth anchor ruggedized construction and its construction method
CN110939232A (en) * 2019-12-25 2020-03-31 华南理工大学 Novel wood structure column base joint reinforcing structure and construction method thereof
CN115434527A (en) * 2022-09-28 2022-12-06 中建科工集团有限公司 Steel upright guide frame and construction method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108775193B (en) * 2018-07-03 2024-03-26 镇江市高等专科学校 Ground stabilization base is built to line pole

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JPH08232505A (en) * 1995-02-27 1996-09-10 Central Japan Railway Co Earthquake-proof reinforcement method for concrete pole and earthquake-proof reinforcement device therefor
FR2738624A1 (en) * 1995-09-07 1997-03-14 Amedor De Mollans Charles D Removable base to support public lighting columns with corroded footings
US5832675A (en) * 1997-04-09 1998-11-10 David Zuares Prefabricated post base flashing
EP1108831A1 (en) * 1999-12-17 2001-06-20 Mitsubishi Heavy Industries, Ltd. Root wrapping type aseismic reinforcement construction and method for base of column member
FR2810056A1 (en) 2000-06-09 2001-12-14 Tessag Tech Systeme & Services METHOD FOR REINFORCING THE FOUNDATIONS OF PYLONS FOR HIGH VOLTAGE LINES
US20030163960A1 (en) * 2002-03-04 2003-09-04 Douglas Hadden Utility standard repair devices and methods
FR2845705A1 (en) 2002-10-15 2004-04-16 Ineo Reseaux Haute Tension Pylon foundation reinforcing procedure uses concrete blocks connected to outside plate anchors by tensioned cables

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JPH08232505A (en) * 1995-02-27 1996-09-10 Central Japan Railway Co Earthquake-proof reinforcement method for concrete pole and earthquake-proof reinforcement device therefor
FR2738624A1 (en) * 1995-09-07 1997-03-14 Amedor De Mollans Charles D Removable base to support public lighting columns with corroded footings
US5832675A (en) * 1997-04-09 1998-11-10 David Zuares Prefabricated post base flashing
EP1108831A1 (en) * 1999-12-17 2001-06-20 Mitsubishi Heavy Industries, Ltd. Root wrapping type aseismic reinforcement construction and method for base of column member
FR2810056A1 (en) 2000-06-09 2001-12-14 Tessag Tech Systeme & Services METHOD FOR REINFORCING THE FOUNDATIONS OF PYLONS FOR HIGH VOLTAGE LINES
US20030163960A1 (en) * 2002-03-04 2003-09-04 Douglas Hadden Utility standard repair devices and methods
FR2845705A1 (en) 2002-10-15 2004-04-16 Ineo Reseaux Haute Tension Pylon foundation reinforcing procedure uses concrete blocks connected to outside plate anchors by tensioned cables

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2493722A1 (en) * 2013-03-12 2014-09-12 Iconkrete 2012, S.L. Procedure of execution of a wind turbine to repower an existing wind farm and wind turbine obtained (Machine-translation by Google Translate, not legally binding)
US10253519B2 (en) 2014-03-20 2019-04-09 Paul L. Magargee Light pole assemblies, methods, and devices
WO2016001455A1 (en) * 2014-07-03 2016-01-07 Iconkrete 2012, S.L. Method for installing a wind turbine to upgrade an existing wind farm and wind turbine obtained
CN104929411A (en) * 2015-07-16 2015-09-23 吴建平 Communication tower with rainproof function
RU168980U1 (en) * 2016-01-18 2017-03-01 Алексей Викторович Лисицын PROTECTIVE CAP
CN108179761A (en) * 2018-03-05 2018-06-19 湖州加诚舒适家工程设备有限公司 A kind of construction steel structure pedestal
CN108179761B (en) * 2018-03-05 2023-08-11 台州伟立钢结构股份有限公司 Steel construction base for building
CN108643216A (en) * 2018-04-27 2018-10-12 国家电网公司 Basis not power cut construction method when replacing old disconnecting switch
CN110397074A (en) * 2019-07-31 2019-11-01 福建省邮电规划设计院有限公司 A kind of communication shaft tower earth anchor ruggedized construction and its construction method
CN110397074B (en) * 2019-07-31 2024-04-12 福建省邮电规划设计院有限公司 Communication pole tower ground anchor reinforcing structure and construction method thereof
CN110939232A (en) * 2019-12-25 2020-03-31 华南理工大学 Novel wood structure column base joint reinforcing structure and construction method thereof
CN115434527A (en) * 2022-09-28 2022-12-06 中建科工集团有限公司 Steel upright guide frame and construction method thereof

Also Published As

Publication number Publication date
ATE513100T1 (en) 2011-07-15
EP1936071B1 (en) 2011-06-15
FR2910038A1 (en) 2008-06-20
FR2910038B1 (en) 2009-03-06
PL1936071T3 (en) 2011-11-30

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