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EP1087077A1 - Procédé et dispositif pour le levage et/ou la restauration de mâts - Google Patents

Procédé et dispositif pour le levage et/ou la restauration de mâts Download PDF

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Publication number
EP1087077A1
EP1087077A1 EP00119145A EP00119145A EP1087077A1 EP 1087077 A1 EP1087077 A1 EP 1087077A1 EP 00119145 A EP00119145 A EP 00119145A EP 00119145 A EP00119145 A EP 00119145A EP 1087077 A1 EP1087077 A1 EP 1087077A1
Authority
EP
European Patent Office
Prior art keywords
clamp
concrete
mast
stick
boom
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
EP00119145A
Other languages
German (de)
English (en)
Other versions
EP1087077B1 (fr
EP1087077B8 (fr
Inventor
Richard Dipl.-Ing. Anderka
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.)
ABB Leitungsbau GmbH
Original Assignee
ABB Patent 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 ABB Patent GmbH filed Critical ABB Patent GmbH
Publication of EP1087077A1 publication Critical patent/EP1087077A1/fr
Publication of EP1087077B1 publication Critical patent/EP1087077B1/fr
Application granted granted Critical
Publication of EP1087077B8 publication Critical patent/EP1087077B8/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04H12/24—Cross arms
    • 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
    • E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like

Definitions

  • the invention relates to a device for increasing and / or renovating Solid concrete and steel wall masts according to the preamble of claim 1, and to a process for increasing and / or renovateding concrete and steel wall poles according to claim 7.
  • Stick trees are mainly used in the construction of new lattice towers for overhead lines.
  • the cane trees used for this there is between the short inner cane trees and the long outer-floor trees.
  • stick trees To with such stick trees To be able to work, they have to be tilted.
  • the tips of this Stick trees can therefore be moved on all four sides with sides and grips anchored.
  • German patent application 199 15 499.6 discloses a concrete mast that is renovating and / or increased and at the same time provided with new steel trusses can.
  • the costs for scaffolding can only be saved if the Conductor ropes can remain on top of the concrete mast during this work.
  • the end of the concrete mast separated from it during the elevation and / or refurbishment with the attached Traverses can only be lowered if the traverses can be rotated or swung out for this.
  • this is not possible until now, if the conductor ropes remain on top of the concrete mast, because in this case the trusses would still have to be swiveled to the height at which the end was severed the new tip will be installed later.
  • the invention is therefore based on the object of showing a device with of the work required to increase and / or refurbish existing ones Concrete masts and solid steel wall masts are carried out in such a way that the conductor cables are on remained in the upper area of the mast. Furthermore, a method is to be shown with which concrete masts and solid steel wall masts can be increased and / or renovated.
  • the stick tree 1 shown in FIG. 1 essentially consists of a steel tube 2 and a hood-shaped end piece 3, which is provided with a boom 4.
  • the in the embodiment shown here, cane 1 can be detached from a concrete mast 30 attached, the trusses 31, which is shown in FIG. 2, are made of concrete, Damage (not shown here) and by steel cross beams (here not shown) to be replaced.
  • German patent application 199 15 499. 6 a concrete mast of this type is disclosed which renovates and / or lengthens and at the same time is provided with new steel trusses.
  • the invention Stick tree 1 used.
  • the core of the stick tree 1 is the steel tube 2.
  • the boom 4 is attached to the end piece 3 so that it is aligned perpendicular to the longitudinal axis of the steel tube 2.
  • the free outward facing The end of the boom 4 is connected to a rod-shaped support element 5.
  • the second end of the support element 5 is attached to the free end 3A of the end piece 3.
  • the inner diameter of the end piece 3 is dimensioned so that it is about Longitudinal axis of the steel tube 2 can be rotated. This makes it possible to use the boom 4 to pivot at least so far that its longitudinal axis parallel to if necessary can align the longitudinal axes of the trusses 31 shown in FIG. 2.
  • the length of the Stockbaums 1 is dimensioned so that the concrete mast 30 is renovated in this way and / or can be increased, as is described in German patent application 199 15 499. 6 is disclosed.
  • a climbing ladder 1S is detachably attached to it in order to climb the stick tree 1.
  • the 1S vertical ladder is already assembled when the stick tree is assembled 1 on the floor 100.
  • the lines 33 suspended on the insulator chains 32 of the concrete mast 30 grounded to the neighboring poles.
  • a plug-in conductor 8 is detachable built on the concrete mast 30 so that it can be climbed.
  • the clamp 6 is detachably mounted on the concrete mast 30, such that it engages around it, while the clamp 7 is pointing horizontally outwards is attached to the clamp 6.
  • the second end 2B of the steel pipe 2 is flattened Provide connector 2F. This is done when assembling the stick 1 suspended rotatably between the clamp 7.
  • two further clamps 9 and 10 are also detachably mounted.
  • the clamp 9 is attached so that it encompasses the concrete mast 30.
  • the clamp 10 is on the Clamp 9 held so that it points horizontally outwards, so that it is is located in a region between the conductor cables 33 of the two cross members 31.
  • the clamp 9 consists of two components 9X, each have five edges 9K and 9L. These are arranged in a semicircle. there the second halves of the two opposing edges 9K are on the right Angle bent outwards so that they have flat extensions 9V. Two each Extensions 9V are joined together and with a screw 9S are connected.
  • the inner diameter of the clamp 9 is a few centimeters larger than the outer diameter of the concrete mast 30. The between the clamp 9 and the concrete mast 30 remaining space is in some areas with 9Z hardwood components filled out.
  • the areas the components 9Z, which face the concrete mast 30, are concave, so that they fit the concrete mast 30 very well.
  • the components 9Z are detachably attached to the inside of the clamp 9. If necessary, they can be exchanged for wider or narrower components 9Z depending on the size of the outer diameter of the respective concrete mast 30 is.
  • the clamp 10 is composed of two semicircular components 10X.
  • the inside diameter the clamp 10 is adapted to the outer diameter of the stick tree 1.
  • Each component 10X has a two-dimensional extension at its two ends 10V on.
  • Two extensions 10V joined together are over at least one screw 10S releasably connected.
  • Two extensions put together 10V are for fastening the clamp 10 to the clamp 9 between two extensions 9V arranged. You will be screwed together with these by a 9S held together.
  • the clamps 9 and 10 are only installed when the stick tree 1 is positioned so that its longitudinal axis is oriented vertically and the end piece 3 points upwards, so that the steel tube 2 passes through the clamp 10 can be.
  • a large roller 11 is mounted on one of the two cross members 31.
  • a another roller 12 is installed at the foot of the concrete mast 30, as shown in FIG. 4.
  • the assembled stick 1 is then with its flattened connector 2F rotatably attached to the clamp 7.
  • a rope 13 is a double-deck winch 4 over the two rollers 12 and 11 and with the Connection piece 2F of the floor tree 1 still lying on the floor 100 is connected.
  • the Floor tree 1 is pulled upwards with the rope 13 until the flat end piece 2F is located between the clamp 7 and mounted with the screw 7S can be that the cane 1 to the concrete mast 30 pivoted away from this can be.
  • the rope 13 with the free end of the boom 4 connected.
  • the stick tree 1 is tilted upwards so that the end piece 3 faces upwards.
  • a tab 4L with an eyelet 4H is provided at the free end of the boom 4, as shown in FIG. 1, therefor a tab 4L with an eyelet 4H is provided.
  • the Stick tree 1 With a second rope 15 of the double-deck winch 14, which is connected to the free end of the end piece 3, the Stick tree 1 held so far from the concrete mast 30 during erection until for the rope 13 is a sufficient angle for direct tilting into the final position of the cane 1 is reached.
  • a tension-resistant line 17 (here only one shown) attached for the erection of the stick tree 1.
  • the clamp 18 is is mounted at a distance of 0.30m above the clamp 9.
  • the lines become 17 passed over the conductor ropes 33 to the floor 100.
  • You will first when erecting used for lateral stabilization of the stick tree 1. In doing so, they are off the ground 100 made by hand by fitters. If the longitudinal axis of the stick 1 is aligned vertically, the two clamps 9 and 10 are installed as above described. The stick tree 1 is then subjected to static loads in the clamp 10 fixed. Then the second ends of the lines 17 are anchored in the floor 100.
  • one of the lines 17 is previously put on a clamp 19, which is installed directly above the clamp 18. Through the two lines 17 greater safety and a lower dead weight of the stick tree 1 are achieved.
  • the conductor ropes 33 are disconnected and suspended on the clamp 9. This is on the sides parallel to the wire ropes
  • 33 each have three eyelets 9H, as shown in FIGS. 1, 3 and 5 are shown.
  • the conductor ropes 33 are only hung about 1.0 m lower. This means that the vertical distances to objects crossing below (not here shown) still sufficient. Costs for scaffolding and / or other measures are thus avoided.
  • the crossbeams 31 made of concrete, which are to be replaced, are shown in FIG. 5, suspended with a slip 20, which encompasses each cross member 31, on a fork anchor 21.
  • the fork anchor 21 is attached to the roller 22 and 23 running rope 28 hooked.
  • the rollers 22 and 23 are on a tab 3L of the end piece or a tab 4L of the boom 4 is arranged.
  • the upper one to be cut off The end of the concrete mast 30A becomes horizontal with a pull stroke (not shown here) intercepted.
  • the lines are at the ends of the trusses 31 25 and 26 attached and the concrete mast 30 according to the section line A-A 'horizontally cut off.
  • the cut end 30A of the concrete mast 30 with the two cross members 31 is reduced to the vertical with the train stroke.
  • the boom 4 will now with the help of lines 25 and 26 pivoted by 90 ° so that the longitudinal axes of the two trusses 31 run parallel to the conductor cables 33. Since the boom 4 a 0.80 m in length, the cut end 30A of the concrete mast 30 hangs with the trusses 31 in front of the conductor ropes 33 which are suspended from the eyelets 9H of the clamp 9 are. This allows the end 30A of the concrete mast 30 to open without difficulty the floor 100 are drained.
  • FIG. 7 shows a tip 35 with which the concrete mast 30 according to FIG. 8 is now on its upper end 30A is provided.
  • This is made from a commercial, galvanized Made of sheet steel. It has a cross section that consists of eight edges of equal length (here not shown) is limited.
  • the tip 35 is designed so that it the concrete mast 30 encloses envelope-like over a defined length. Because concrete poles in general are not absolutely round and straight and their diameter is not measured with millimeter accuracy can be, the tip 35 is provided with a diameter of five mm is greater than that of the concrete mast 30.
  • the length of the section 36 with which the tip 35 overlaps the upper end 36A is determined by the diameter of the concrete mast 30.
  • the length of section 36 must be at least 0.57 m.
  • the length of the tip 35 thus results from the length of the Area that is damaged on the concrete mast 30 and must therefore be replaced, plus the Length of the required overlap 36.
  • the tip 35 is at its second, upward-facing end with two provided outward flanges 37 and 38.
  • the height of the flanges 37 and 38 is about 0.30m. This is to be added to the length of 2.14 m, so that gives a total length of the tip 35 of about 2.44 m.
  • the flanges 37 and 38 are arranged in a common plane perpendicular to the longitudinal axis of the cross member 31.
  • On each flange 37, 38 is a cross member 31 made of hot-dip galvanized, coated Screwed steel sheet.
  • the tip 35 is also designed so that the new trusses 31 after installing the tip 35 on the concrete mast 30 in the same Height as the original trusses 31 are arranged.
  • the tip 35 is with the assembled trusses 31 and the insulator chains 32 Using the cane 1 raised in the same way as the severed end 30A of the concrete mast 30 was previously drained, so high that it was above the Concrete mast 30 hangs. With the help of lines 25 and 26, the boom 4 is back in his original position swung back. The tip 35 is shown with that in FIG Rope 27 pulled over the roller 23 to the center of the concrete mast 30 and then with the two ropes running over the rollers 12 and 12A at the foot of the concrete mast 30 27 and 28 of the double stick winch 14 lowered until the tip 35 on the clamp 9 sits on. The trusses 31 are aligned, the tip 35 is grounded and with non-shrinking fast cement (not shown here) poured out.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Ladders (AREA)
  • Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
  • Shovels (AREA)
  • Paper (AREA)
EP00119145A 1999-09-25 2000-09-05 Procédé et dispositif pour le levage et/ou la restauration de mâts Expired - Lifetime EP1087077B8 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19946060A DE19946060A1 (de) 1999-09-25 1999-09-25 Verfahren und Vorrichtung zur Erhöhung und/oder Sanierung von Masten
DE19946060 1999-09-25

Publications (3)

Publication Number Publication Date
EP1087077A1 true EP1087077A1 (fr) 2001-03-28
EP1087077B1 EP1087077B1 (fr) 2005-07-27
EP1087077B8 EP1087077B8 (fr) 2005-09-28

Family

ID=7923328

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00119145A Expired - Lifetime EP1087077B8 (fr) 1999-09-25 2000-09-05 Procédé et dispositif pour le levage et/ou la restauration de mâts

Country Status (3)

Country Link
EP (1) EP1087077B8 (fr)
AT (1) ATE300644T1 (fr)
DE (2) DE19946060A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101649684B (zh) * 2009-09-14 2011-01-05 常州第一建筑工程有限公司 屋顶桅杆的安装方法
CN103912135A (zh) * 2014-04-04 2014-07-09 山东省产品质量检验研究院 网架结构弦杆矫正装置及矫正方法
CN112627623A (zh) * 2020-12-03 2021-04-09 国网辽宁省电力有限公司锦州供电公司 带电更换电线杆方法
CN113236011A (zh) * 2021-06-03 2021-08-10 河北久金电力器材制造有限公司 便于安装的横担及使横担便于安装的方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110805353A (zh) * 2019-09-29 2020-02-18 国网江苏省电力有限公司徐州供电分公司 一种利用组合式电动抱杆架设输电塔架的方法
CN112813855B (zh) * 2021-01-22 2025-03-25 广州珠江黄埔大桥建设有限公司 钢箱梁斜腹杆开裂病害的阻尼式弹性支撑处置方法
CN113833300B (zh) * 2021-09-17 2023-01-20 广东电网有限责任公司 一种输电塔维修方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB350465A (en) * 1930-02-05 1931-06-05 Eugen Haber Improvements in staging for use in building metal chimneys in sections
DE1198981B (de) * 1964-03-06 1965-08-19 Bbc Brown Boveri & Cie Montagegeraet fuer Rohrantennenelemente und Mastbauwerke
FR2058857A5 (fr) * 1969-09-30 1971-05-28 Morihain Marcel
DE2255713A1 (de) * 1972-11-14 1974-05-16 Starkstrom Anlagen Gmbh Bauelementensatz fuer die errichtung von masten
DE19915499A1 (de) 1999-04-07 2000-10-12 Abb Patent Gmbh Betonmast für Freileitungen

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE552097C (de) * 1927-04-02 1932-06-09 Eugen Haber Verfahren und Vorrichtung zum Auffuehren von Blechschornsteinen
US3074564A (en) * 1961-03-01 1963-01-22 Chicago Bridge & Iron Co Mast extension jib
DE1658882A1 (de) * 1967-08-18 1971-02-11 Inst Stahlbeton Verbindungsmittel fuer Stahlbetonteile,insbesondere fuer Stahlbetonmaste
DE3506677A1 (de) * 1985-02-26 1986-08-28 Ludwig Freytag GmbH & Co KG, 2900 Oldenburg Verfahren zum verstaerken von freileitungsmasten aus beton
DE3608771A1 (de) * 1986-03-15 1987-09-24 Bbc Brown Boveri & Cie Innenstockbaum
JP2879316B2 (ja) * 1995-07-14 1999-04-05 株式会社藤栄建設興業 建柱用ポール

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB350465A (en) * 1930-02-05 1931-06-05 Eugen Haber Improvements in staging for use in building metal chimneys in sections
DE1198981B (de) * 1964-03-06 1965-08-19 Bbc Brown Boveri & Cie Montagegeraet fuer Rohrantennenelemente und Mastbauwerke
FR2058857A5 (fr) * 1969-09-30 1971-05-28 Morihain Marcel
DE2255713A1 (de) * 1972-11-14 1974-05-16 Starkstrom Anlagen Gmbh Bauelementensatz fuer die errichtung von masten
DE19915499A1 (de) 1999-04-07 2000-10-12 Abb Patent Gmbh Betonmast für Freileitungen

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101649684B (zh) * 2009-09-14 2011-01-05 常州第一建筑工程有限公司 屋顶桅杆的安装方法
CN103912135A (zh) * 2014-04-04 2014-07-09 山东省产品质量检验研究院 网架结构弦杆矫正装置及矫正方法
CN112627623A (zh) * 2020-12-03 2021-04-09 国网辽宁省电力有限公司锦州供电公司 带电更换电线杆方法
CN113236011A (zh) * 2021-06-03 2021-08-10 河北久金电力器材制造有限公司 便于安装的横担及使横担便于安装的方法

Also Published As

Publication number Publication date
ATE300644T1 (de) 2005-08-15
EP1087077B1 (fr) 2005-07-27
DE50010815D1 (de) 2005-09-01
DE19946060A1 (de) 2001-04-26
EP1087077B8 (fr) 2005-09-28

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