EP1936071A1 - Verfahren zum Ersetzen eines Masts und Anlage, die einen Mast umfasst - Google Patents

Verfahren zum Ersetzen eines Masts und Anlage, die einen Mast umfasst Download PDF

Info

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
Authority
EP
European Patent Office
Prior art keywords
base
post
pole
support rods
foundation
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.)
Granted
Application number
EP07291552A
Other languages
English (en)
French (fr)
Other versions
EP1936071B1 (de
Inventor
Cyrille Eude
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.)
ETDE
Original Assignee
Transel Etude de Construction de Lignes de Transport dEnergie Electrique SAS
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 Transel Etude de Construction de Lignes de Transport dEnergie Electrique SAS filed Critical Transel Etude de Construction de Lignes de Transport dEnergie Electrique SAS
Priority to PL07291552T priority Critical patent/PL1936071T3/pl
Publication of EP1936071A1 publication Critical patent/EP1936071A1/de
Application granted granted Critical
Publication of EP1936071B1 publication Critical patent/EP1936071B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04H12/2292—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

Definitions

  • the present invention relates to a method of replacing a pole, for example an electric pole, and an installation comprising a pole.
  • 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.
  • 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.
  • 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.
  • An object of the present invention is to provide a simpler, more efficient and more complete method of reinforcement.
  • 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.
  • the steps of the method are not necessarily chronological.
  • 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.
  • support rods of the mechanical or chemical peg type their installation will take place after the setting of the solid mass.
  • 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.
  • Reinforcement 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.
  • 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.
  • 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.
  • the base comprises at least one compression plate.
  • the new pole is preferably concrete, but may be steel, wood or other.
  • the reinforced solid it is preferably made of concrete.
  • 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.
  • 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.
  • the premise 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.
  • 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.
  • the post 4 is sawn in the vicinity of the solid mass 2, for example a few centimeters above the solid mass 2.
  • 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.
  • the post is not completely maintained by the base.
  • 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.
  • 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.
  • the compression plates are distributed over the inner periphery of the base so as to ensure proper maintenance of the post.
  • the base may advantageously comprise two compression plates at the top and two compression plates at the bottom.
  • the invention has been described with reference to an embodiment of an installation comprising a single pole.
  • 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.

Landscapes

  • 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)
  • Devices For Checking Fares Or Tickets At Control Points (AREA)
  • Foundations (AREA)
EP07291552A 2006-12-18 2007-12-18 Verfahren zum Ersetzen eines Masts und Anlage, die einen Mast umfasst Not-in-force EP1936071B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07291552T PL1936071T3 (pl) 2006-12-18 2007-12-18 Sposób wymiany słupa i instalacja zawierająca słup

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0611023A FR2910038B1 (fr) 2006-12-18 2006-12-18 Procede de remplacement d'un poteau et installation comprenant un poteau

Publications (2)

Publication Number Publication Date
EP1936071A1 true EP1936071A1 (de) 2008-06-25
EP1936071B1 EP1936071B1 (de) 2011-06-15

Family

ID=38198327

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07291552A Not-in-force EP1936071B1 (de) 2006-12-18 2007-12-18 Verfahren zum Ersetzen eines Masts und Anlage, die einen Mast umfasst

Country Status (4)

Country Link
EP (1) EP1936071B1 (de)
AT (1) ATE513100T1 (de)
FR (1) FR2910038B1 (de)
PL (1) PL1936071T3 (de)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2493722A1 (es) * 2013-03-12 2014-09-12 Iconkrete 2012, S.L. Procedimiento de ejecución de un aerogenerador para repotenciar un parque eólico existente y aerogenerador obtenido
CN104929411A (zh) * 2015-07-16 2015-09-23 吴建平 一种具有防雨功能的通信塔
WO2016001455A1 (es) * 2014-07-03 2016-01-07 Iconkrete 2012, S.L. Procedimiento de ejecución de un aerogenerador para repotenciar un parque eólico existente y aerogenerador obtenido
RU168980U1 (ru) * 2016-01-18 2017-03-01 Алексей Викторович Лисицын Защитный цоколь
CN108179761A (zh) * 2018-03-05 2018-06-19 湖州加诚舒适家工程设备有限公司 一种建筑用钢结构基座
CN108643216A (zh) * 2018-04-27 2018-10-12 国家电网公司 更换老旧隔离开关时基础不停电施工方法
US10253519B2 (en) 2014-03-20 2019-04-09 Paul L. Magargee Light pole assemblies, methods, and devices
CN110397074A (zh) * 2019-07-31 2019-11-01 福建省邮电规划设计院有限公司 一种通信杆塔地锚加固结构及其施工方法
CN110939232A (zh) * 2019-12-25 2020-03-31 华南理工大学 一种新型木结构柱脚节点加固结构及其施工方法
CN115434527A (zh) * 2022-09-28 2022-12-06 中建科工集团有限公司 一种钢立柱导向架及其施工方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108775193B (zh) * 2018-07-03 2024-03-26 镇江市高等专科学校 一种线杆搭建地面稳定基座

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08232505A (ja) * 1995-02-27 1996-09-10 Central Japan Railway Co コンクリート柱の耐震補強方法及び耐震補強具
FR2738624A1 (fr) * 1995-09-07 1997-03-14 Amedor De Mollans Charles D Embase amovible de renfort de pied de candelabres d'eclairage public
US5832675A (en) * 1997-04-09 1998-11-10 David Zuares Prefabricated post base flashing
EP1108831A1 (de) * 1999-12-17 2001-06-20 Mitsubishi Heavy Industries, Ltd. Verstärkungsumfassung von Bauwerkfüssen gegen Erdbeben und Verfahren zur Anwendung bei Säulen
FR2810056A1 (fr) 2000-06-09 2001-12-14 Tessag Tech Systeme & Services Procede pour renforcer les fondations de pylones pour lignes a haute tension
US20030163960A1 (en) * 2002-03-04 2003-09-04 Douglas Hadden Utility standard repair devices and methods
FR2845705A1 (fr) 2002-10-15 2004-04-16 Ineo Reseaux Haute Tension Procede pour renforcer les fondations d'un pylone

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08232505A (ja) * 1995-02-27 1996-09-10 Central Japan Railway Co コンクリート柱の耐震補強方法及び耐震補強具
FR2738624A1 (fr) * 1995-09-07 1997-03-14 Amedor De Mollans Charles D Embase amovible de renfort de pied de candelabres d'eclairage public
US5832675A (en) * 1997-04-09 1998-11-10 David Zuares Prefabricated post base flashing
EP1108831A1 (de) * 1999-12-17 2001-06-20 Mitsubishi Heavy Industries, Ltd. Verstärkungsumfassung von Bauwerkfüssen gegen Erdbeben und Verfahren zur Anwendung bei Säulen
FR2810056A1 (fr) 2000-06-09 2001-12-14 Tessag Tech Systeme & Services Procede pour renforcer les fondations de pylones pour lignes a haute tension
US20030163960A1 (en) * 2002-03-04 2003-09-04 Douglas Hadden Utility standard repair devices and methods
FR2845705A1 (fr) 2002-10-15 2004-04-16 Ineo Reseaux Haute Tension Procede pour renforcer les fondations d'un pylone

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2493722A1 (es) * 2013-03-12 2014-09-12 Iconkrete 2012, S.L. Procedimiento de ejecución de un aerogenerador para repotenciar un parque eólico existente y aerogenerador obtenido
US10253519B2 (en) 2014-03-20 2019-04-09 Paul L. Magargee Light pole assemblies, methods, and devices
WO2016001455A1 (es) * 2014-07-03 2016-01-07 Iconkrete 2012, S.L. Procedimiento de ejecución de un aerogenerador para repotenciar un parque eólico existente y aerogenerador obtenido
CN104929411A (zh) * 2015-07-16 2015-09-23 吴建平 一种具有防雨功能的通信塔
RU168980U1 (ru) * 2016-01-18 2017-03-01 Алексей Викторович Лисицын Защитный цоколь
CN108179761A (zh) * 2018-03-05 2018-06-19 湖州加诚舒适家工程设备有限公司 一种建筑用钢结构基座
CN108179761B (zh) * 2018-03-05 2023-08-11 台州伟立钢结构股份有限公司 一种建筑用钢结构基座
CN108643216A (zh) * 2018-04-27 2018-10-12 国家电网公司 更换老旧隔离开关时基础不停电施工方法
CN110397074A (zh) * 2019-07-31 2019-11-01 福建省邮电规划设计院有限公司 一种通信杆塔地锚加固结构及其施工方法
CN110397074B (zh) * 2019-07-31 2024-04-12 福建省邮电规划设计院有限公司 一种通信杆塔地锚加固结构及其施工方法
CN110939232A (zh) * 2019-12-25 2020-03-31 华南理工大学 一种新型木结构柱脚节点加固结构及其施工方法
CN115434527A (zh) * 2022-09-28 2022-12-06 中建科工集团有限公司 一种钢立柱导向架及其施工方法

Also Published As

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

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