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JP2634999B2 - Dismantling method of branch line tower - Google Patents

Dismantling method of branch line tower

Info

Publication number
JP2634999B2
JP2634999B2 JP18827293A JP18827293A JP2634999B2 JP 2634999 B2 JP2634999 B2 JP 2634999B2 JP 18827293 A JP18827293 A JP 18827293A JP 18827293 A JP18827293 A JP 18827293A JP 2634999 B2 JP2634999 B2 JP 2634999B2
Authority
JP
Japan
Prior art keywords
tower
branch
branch line
steel tower
view
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 - Fee Related
Application number
JP18827293A
Other languages
Japanese (ja)
Other versions
JPH0742412A (en
Inventor
敏明 浅岡
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.)
Yokogawa Construction Co Ltd
Original Assignee
Yokogawa Construction Co Ltd
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 Yokogawa Construction Co Ltd filed Critical Yokogawa Construction Co Ltd
Priority to JP18827293A priority Critical patent/JP2634999B2/en
Publication of JPH0742412A publication Critical patent/JPH0742412A/en
Application granted granted Critical
Publication of JP2634999B2 publication Critical patent/JP2634999B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、近時廃止が予定され
ているデッカチェーンの送信用空中線鉄塔の解体工法に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of dismantling a transmitting antenna of a decker chain which is scheduled to be discontinued recently.

【0002】[0002]

【従来の技術】この種の従来技術としては、例えば図1
2に示すようなエレクター工法と、図13に示すような
引き倒し工法がある。
2. Description of the Related Art As this kind of prior art, for example, FIG.
There is an erection method as shown in FIG. 2 and a pull-down method as shown in FIG.

【0003】図12のエレクター工法は、鉄塔の建設時
に実施した実績のある工法で、図中aは鉄塔、bは空中
線、cは支線である。この工法はエレクターdを(a) 図
に示すように、鉄塔aの基部にトラッククレーン(図示
せず)により組み立て、これを図(b) に示すように、鉄
塔aの塔頂まで吊り上げて塔頂部よりこのエレクターd
を使用して順次解体を行うものである。なお図中eはウ
インチである。
The erector method shown in FIG. 12 is a method that has been used when a steel tower is constructed. In the figure, a is a steel tower, b is an aerial, and c is a branch line. In this method, an erector d is assembled on a base of a tower a by a truck crane (not shown) as shown in FIG. 1A, and this is lifted to the top of the tower a as shown in FIG. This erector d from the top
Is used to sequentially disassemble. In the drawing, e is a winch.

【0004】図13の引き倒し工法は、(a) 図が立面図で
あり、(b) 図が平面図であり、図中前記符号と同一の符
号は同等のものを示している。この方法は、3方向の支
線cの内1方向の支線cを切断して鉄塔aを引き倒す方
法である。第1段階として切断する方向の支線cについ
ては、予めアンカー部fで張力をある程度低減し鉄塔a
の先端を(a) 図に示すように傾斜させる。第2段階とし
て支線cを切断し鉄塔aの引き倒しを行う。倒壊した鉄
塔aは、クレーン(図示せず)等により搬出できる寸法
に解体する。
In the pulling-down method shown in FIG. 13, (a) is an elevation view, (b) is a plan view, and the same reference numerals as those described above denote the same components. This method is a method of cutting the branch line c in one direction out of the branch lines c in three directions and pulling down the steel tower a. As for the branch line c in the cutting direction as the first stage, the tension is reduced to some extent at the anchor portion f in advance and the tower a
(A) is tilted as shown in the figure. As a second stage, the branch line c is cut and the tower a is pulled down. The collapsed steel tower a is dismantled to a size that can be carried out by a crane (not shown) or the like.

【0005】[0005]

【発明が解決しようとする課題】図12のエレクター工
法は、鉄塔建設時に実績のある安定した工法ではある
が、解体作業が全て高所作業となるため、危険を伴うと
共に、作業性および作業能率が悪いという問題点があ
る。
The erector method shown in FIG. 12 is a stable method that has a proven track record when constructing a steel tower. However, since all dismantling operations are performed at a high place, there is a danger, and workability and work efficiency are increased. Is bad.

【0006】また図13の引き倒し工法は、支線の切断
方法に問題があり、支線全てを同時期に切断する必要が
ある。また、引き倒す方向および、倒すために爆薬を使
用する事が考えられるが、これにも種々の問題があり、
今後十分な検討を待たなければ実用化がむづかしい。
The pulling-down method shown in FIG. 13 has a problem in a method of cutting a branch line, and it is necessary to cut all the branch lines at the same time. In addition, it is conceivable to use explosives to pull down and to bring down, but this also has various problems,
Practical application will be difficult if we do not wait for sufficient consideration in the future.

【0007】[0007]

【課題を解決するための手段】上述の問題点を解決する
ため本発明においては、解体しようとする支線式鉄塔の
基部を囲むように吊り下げ架台を組み立て、各支線の基
部に支線引込み装置を設け、まず空中線を撤去してか
ら、前記吊り下げ架台内の鉄塔に把持金具を取り付ける
と共に、この把持金具と吊り下げ架台との間に昇降装置
を取り付け、一旦鉄塔をわずかな量吊り上げた状態で鉄
塔の下部を切断して取り除いた後、この鉄塔を降下させ
ると共に、支線を支線引込み装置により引込み、鉄塔を
仮受台によって支持した状態で前記把持金具を盛替える
前記操作を繰り返し行うようにする。
In order to solve the above-mentioned problems, according to the present invention, a hanging stand is assembled so as to surround a base of a branch-type steel tower to be dismantled, and a branch-line retraction device is provided at the base of each branch. First, after removing the antenna, attaching a holding bracket to the steel tower in the hanging gantry, attaching an elevating device between this holding bracket and the hanging gantry, and temporarily suspending the steel tower by a small amount After cutting and removing the lower part of the tower, the tower is lowered, the branch line is pulled in by the branch line drawing-in device, and the above-mentioned operation of changing the holding bracket while the steel tower is supported by the temporary support is repeated. .

【0008】[0008]

【作用】本発明は上述の通り、従来のエレクター工法の
ように高所作業を必要としないから、作業が安全である
と共に、作業能率が良い。また従来の引き倒し工法のよ
うに、鉄塔の引き倒し方向を考慮する必要がない上に、
爆薬も使用しないから、作業が安全でかつ確実にできる
という利点がある。
As described above, since the present invention does not require work at a high place unlike the conventional erector method, work is safe and work efficiency is good. Also, unlike the conventional pulling method, there is no need to consider the pulling direction of the tower,
Since explosives are not used, there is an advantage that work can be performed safely and reliably.

【0009】[0009]

【実施例】以下、図1〜図11について本発明の実施例
を説明する。図中1はデッカチェーンの送信用空中線鉄
塔(デッカ鉄塔)である支線式鉄塔、2はこの鉄塔1を
支えるため三方向に張りわたした支線、3は鉄塔1の上
端から地上へ張りわたした空中線である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. In the figure, 1 is a branch-type transmission tower which is a transmitting antenna tower (decca tower) of a decker chain, 2 is a branch line stretched in three directions to support this tower 1, and 3 is an antenna stretched from the upper end of the tower 1 to the ground. It is.

【0010】本実施例においては、解体しようとする支
線式鉄塔1の基部を囲むように吊り下げ架台4を組み立
てる。この吊り下げ架台4は図2に詳細に示すように、
支柱4aと梁4b,4c,4d等によって結構する。
In the present embodiment, a hanging gantry 4 is assembled so as to surround the base of the branch type steel tower 1 to be dismantled. As shown in detail in FIG.
The support 4a and the beams 4b, 4c, 4d, etc. may be used.

【0011】また図1の(c) および図4に示すように、
各支線2と地上に設けたアンカー5との間に滑車式の支
線引込み装置6を設ける。6aはそのウインチである。
また図3は、鉄塔1を挟持する把持金具7の一例を示す
もので、7aは鉄塔1の両側にそれぞれ当てがうように
形成した把持金具本体、7bはデイスタンスピース、7
cは締結用ボルト、8aは後述する昇降装置8の昇降ロ
ッドで、9はその連結ピンである。
As shown in FIG. 1C and FIG.
A pulley type branch line retraction device 6 is provided between each branch line 2 and an anchor 5 provided on the ground. 6a is the winch.
FIG. 3 shows an example of a gripping metal fitting 7 for holding the steel tower 1, wherein 7a is a gripping metal body formed so as to be applied to both sides of the steel tower 1, 7b is a distance piece, 7b.
c is a fastening bolt, 8a is an elevating rod of an elevating device 8 to be described later, and 9 is a connection pin thereof.

【0012】鉄塔1を解体するには、まず図1の(a) に
示す空中線3を取り外して撤去し、つぎに吊り下げ架台
4内の鉄塔1に、図2および図3に示すように、把持金
具7を取り付けると共に、この把持金具7と吊り下げ架
台4との間に昇降装置(ジャッキングホイスト)8を取
り付つける。8aはこの昇降装置8の中心を貫通する昇
降ロッドで、9はそのロッド8aの下端を把持金具7に
連結するピンである。
In order to dismantle the tower 1, the antenna 3 shown in FIG. 1A is first removed and removed, and then the tower 1 in the suspension base 4 is attached to the tower 1 as shown in FIGS. At the same time, the holding fixture 7 is attached, and a lifting device (jacking hoist) 8 is attached between the holding fixture 7 and the hanging stand 4. Reference numeral 8a denotes an elevating rod that passes through the center of the elevating device 8, and 9 denotes a pin that connects the lower end of the rod 8a to the grip 7.

【0013】上述の段取りがおえたならば、昇降装置8
を操作して鉄塔1を約100 mm吊り上げ、この状態で鉄塔
1の基部の碍子(図示せず)および鉄塔1の最下部の第
1節部1aを図1の(b) に示すように解体して、トラッ
ククレーン10等によって撤去する。
When the above-mentioned setup is completed, the lifting device 8
To lift the tower 1 by about 100 mm. In this state, the insulator (not shown) at the base of the tower 1 and the first joint 1a at the bottom of the tower 1 are dismantled as shown in FIG. Then, it is removed by the truck crane 10 or the like.

【0014】図2の(a)(b)は、この鉄塔1の第1節部1
a(本実施例では6m)が撤去された状態を示すもの
で、つぎに昇降装置8により鉄塔1を降下させる。すな
わち図2の状態から図5の状態に、鉄塔1を先ず本実施
例における昇降装置8の最大ストロークである3mだけ
降下させて、把持金具7を吊り下げ架台4の中間の梁4
c上の仮受け梁4e上に載置する。
FIGS. 2A and 2B show the first section 1 of the tower 1.
a (in this embodiment, 6 m) shows a state in which the steel tower 1 has been removed. That is, from the state of FIG. 2 to the state of FIG. 5, the steel tower 1 is first lowered by 3 m which is the maximum stroke of the elevating device 8 in the present embodiment, and the holding bracket 7 is suspended and the beam 4 in the middle of the gantry 4.
Place on the temporary receiving beam 4e on c.

【0015】なおこの場合、鉄塔1の下降と共に、図1
の(c) および図4に示した滑車式支線引込み装置6によ
って、各支線2のゆるんだ分をウインチ6aにより引込
んで緊張させる。
In this case, as the steel tower 1 descends,
(C) and the pulley type branch line retraction device 6 shown in FIG. 4 pulls the loosened portion of each branch line 2 by the winch 6a and tightens it.

【0016】つぎに図6に示すように、ロッド8aを一
旦把持金具7から外して、ロッド8aを約3m上昇させ
た後、約3mの継ぎ足しロッド8bをロッド8aと把持
金具7との間に介挿して連結する。
Next, as shown in FIG. 6, the rod 8a is once removed from the gripping metal 7, and the rod 8a is raised by about 3 m. Then, the extension rod 8b of about 3 m is inserted between the rod 8a and the gripping metal 7. Insert and connect.

【0017】つぎに図7に示すように、一旦鉄塔1をわ
ずかに上昇させた状態で仮受け梁4eを取り除いた後、
昇降装置8を操作して、図1の(c) および図8に示すよ
うに、鉄塔1を降下させて、その下端を仮受け用支持架
台11上に載置する。この場合も各支線2を支線引込み
装置6によって引込んで緊張させておくこと前述した通
りである。
Next, as shown in FIG. 7, after temporarily removing the temporary receiving beam 4e while the tower 1 is slightly raised,
The elevating device 8 is operated to lower the steel tower 1 as shown in FIG. 1 (c) and FIG. 8, and the lower end thereof is placed on the temporary receiving support base 11. Also in this case, each branch line 2 is pulled in by the branch line drawing-in device 6 and tensioned as described above.

【0018】つぎに図9に示すように、鉄塔1から把持
金具7を外すと共に、昇降装置8のロッド8aを上昇さ
せ、把持金具7を吊り下げ架台4内の鉄塔1の上部に固
定すると共に、ロッド8aを把持金具7と連結する。
Next, as shown in FIG. 9, the holding fixture 7 is removed from the steel tower 1, the rod 8 a of the elevating device 8 is raised, and the holding fixture 7 is fixed above the steel tower 1 in the hanging frame 4. , And the rod 8 a is connected to the gripping metal 7.

【0019】ついで図10に示すように、昇降装置8に
より一旦鉄塔1を約50mm吊り上げた状態で、鉄塔1を
下端から約6mの位置でガス切断した後、その切断した
鉄塔1bを取り除く。以後、前述した操作を繰り返すこ
とによって、鉄塔1を地上作業によって解体することが
できる。図11は前述した作業のフローチャートであ
る。
Next, as shown in FIG. 10, the tower 1 is gas-cut at a position of about 6 m from the lower end while the tower 1 is temporarily lifted by about 50 mm by the elevating device 8, and then the cut tower 1b is removed. Thereafter, by repeating the above-described operation, the steel tower 1 can be dismantled by ground work. FIG. 11 is a flowchart of the operation described above.

【0020】[0020]

【発明の効果】本発明は上述の通り、従来のエレクター
工法のように高所作業を必要としないから、作業が安全
であると共に、作業能率が良い。また従来の引き倒し工
法のように、鉄塔の引き倒し方向を考慮する必要がない
上に、爆薬も使用しないから、作業が安全で、かつ確実
にできるという利点がある。
As described above, since the present invention does not require work at a high place unlike the conventional erector method, work is safe and work efficiency is good. Further, unlike the conventional pulling method, there is no need to consider the pulling direction of the tower, and since explosives are not used, there is an advantage that work can be performed safely and reliably.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(a)(b)(c) は、本発明工法の説明図である。FIGS. 1 (a), 1 (b) and 1 (c) are explanatory views of the method of the present invention.

【図2】(a) は、本発明工法で鉄塔の基部を取り除いた
状態を示す部分正面図であり、(b) は、その側面図であ
る。
FIG. 2 (a) is a partial front view showing a state where a base of a steel tower is removed by the method of the present invention, and FIG. 2 (b) is a side view thereof.

【図3】(a) は、本発明工法で鉄塔に把持金具を締結し
た状態を示す正面図であり、(b) は、その平面図であ
り、(c) は、(a) のA−A断面図である。
3 (a) is a front view showing a state in which a holding bracket is fastened to a steel tower by the method of the present invention, FIG. 3 (b) is a plan view thereof, and FIG. 3 (c) is a plan view of FIG. It is A sectional drawing.

【図4】(a) は、支線引込み装置の取り付け状態を示す
部分立面図であり、(b) は、その部分詳細図である。
FIG. 4A is a partial elevational view showing a mounting state of a branch line drawing-in device, and FIG. 4B is a partial detailed view thereof.

【図5】(a) は、本発明工法で鉄塔を一段下降させた状
態を示す正面図であり、(b) は、その側面図である。
FIG. 5 (a) is a front view showing a state where a steel tower is lowered one step by the method of the present invention, and FIG. 5 (b) is a side view thereof.

【図6】(a) は、本発明工法で昇降ロッドを継ぎ足した
状態を示す正面図であり、(b) は、その側面図である。
FIG. 6 (a) is a front view showing a state in which a lifting rod is added by the method of the present invention, and FIG. 6 (b) is a side view thereof.

【図7】(a) は、本発明工法で仮受け梁を取り外した状
態を示す正面図であり、(b) は、その側面図である。
FIG. 7 (a) is a front view showing a state where a temporary receiving beam is removed by the method of the present invention, and FIG. 7 (b) is a side view thereof.

【図8】(a) は、本発明工法で鉄塔をさらに下降させた
状態を示す正面図であり、(b) は、その側面図である。
8 (a) is a front view showing a state where the steel tower is further lowered by the method of the present invention, and FIG. 8 (b) is a side view thereof.

【図9】(a) は、本発明工法で把持金具の盛替えを行っ
た状態を示す正面図であり、(b) は、その側面図であ
る。
FIG. 9A is a front view showing a state in which the gripping metal is rearranged by the method of the present invention, and FIG. 9B is a side view thereof.

【図10】(a) は、本発明工法で鉄塔の下部を切断して
除去する状態を示す正面図であり、(b) は、その側面図
である。
FIG. 10 (a) is a front view showing a state where the lower part of a steel tower is cut and removed by the method of the present invention, and FIG. 10 (b) is a side view thereof.

【図11】本発明工法のフローチャートである。FIG. 11 is a flowchart of the method of the present invention.

【図12】(a)(b)は、従来のエレクター工法の説明図で
ある。
FIGS. 12A and 12B are explanatory views of a conventional erector method.

【図13】(a) は、従来の引き倒し工法の説明用立面図
であり、(b) は、その平面図である。
FIG. 13A is an elevation view for explaining a conventional pulling-down method, and FIG. 13B is a plan view thereof.

【符号の説明】[Explanation of symbols]

a 鉄塔 b 空中線 c 支線 d エレクター e ウインチ f アンカー部 1 支線式鉄塔(鉄塔) 2 支線 3 空中線 4 吊り下げ架台 4a 支柱 4b,4c,4d 梁 4e 仮受け梁 5 アンカー 6 支線引込み装置 6a ウインチ 7 把持金具 7a 把持金具本体 8 昇降装置(ジャッキングホイスト) 8a ロッド 8b 継ぎ足しロッド 9 連結ピン 10 トラッククレーン 11 仮受け用支持架台 a Tower b Antenna c Branch line d Erector e Winch f Anchor unit 1 Branch line type tower (iron tower) 2 Branch line 3 Antenna line 4 Hanging stand 4a Column 4b, 4c, 4d Beam 4e Temporary support beam 5 Anchor 6 Branch line pull-in device 6a Winch 7 Metal fittings 7a Main body of gripping metal 8 Lifting device (jacking hoist) 8a Rod 8b Reinforcing rod 9 Connecting pin 10 Truck crane 11 Temporary support support base

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 解体しようとする支線式鉄塔の基部を囲
むように吊り下げ架台を組み立て、各支線の基部に支線
引込み装置を設け、まず空中線を撤去してから、前記吊
り下げ架台内の鉄塔に把持金具を取り付けると共に、こ
の把持金具と吊り下げ架台との間に昇降装置を取り付
け、一旦鉄塔をわずかな量吊り上げた状態で鉄塔の下部
を切断して取り除いた後、この鉄塔を降下させると共
に、支線を支線引込み装置により引込み、鉄塔を仮受台
によって支持した状態で前記把持金具を盛替える前記操
作を繰り返し行うことを特徴とする支線式鉄塔の解体工
法。
1. A suspension rack is assembled so as to surround a base of a branch-type steel tower to be dismantled, a branch-wire retraction device is provided at a base of each branch line, an antenna is first removed, and then a steel tower in the suspension rack is installed. Attaching the holding bracket to, and mounting an elevating device between the holding bracket and the hanging stand, cutting and removing the lower part of the tower once the tower is lifted by a small amount, and then lowering the tower A method of dismantling a branch-type steel tower, wherein the branch line is pulled in by a branch-line drawing-in device, and the operation of changing the gripping metal while the steel tower is supported by a temporary support is repeated.
JP18827293A 1993-07-29 1993-07-29 Dismantling method of branch line tower Expired - Fee Related JP2634999B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18827293A JP2634999B2 (en) 1993-07-29 1993-07-29 Dismantling method of branch line tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18827293A JP2634999B2 (en) 1993-07-29 1993-07-29 Dismantling method of branch line tower

Publications (2)

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JPH0742412A JPH0742412A (en) 1995-02-10
JP2634999B2 true JP2634999B2 (en) 1997-07-30

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JP18827293A Expired - Fee Related JP2634999B2 (en) 1993-07-29 1993-07-29 Dismantling method of branch line tower

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5660569B2 (en) * 2010-12-19 2015-01-28 株式会社竹中工務店 Building lifting equipment
CN102877680B (en) * 2012-10-09 2014-07-30 陕西有色建设有限公司 Construction method for prefabricated column to be lifted in position for one time
CN109519030A (en) * 2018-11-30 2019-03-26 国网河南省电力公司商丘供电公司 Positioning device is used in a kind of installation of cable pole
JP7240959B2 (en) * 2019-06-06 2023-03-16 大成建設株式会社 Hanging jig and steel tower dismantling method

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Publication number Publication date
JPH0742412A (en) 1995-02-10

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