JP2002188322A - Constructing method for steel tower - Google Patents

Constructing method for steel tower

Info

Publication number
JP2002188322A
JP2002188322A JP2000387355A JP2000387355A JP2002188322A JP 2002188322 A JP2002188322 A JP 2002188322A JP 2000387355 A JP2000387355 A JP 2000387355A JP 2000387355 A JP2000387355 A JP 2000387355A JP 2002188322 A JP2002188322 A JP 2002188322A
Authority
JP
Japan
Prior art keywords
tower
steel tower
work stage
lifting device
lower tower
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.)
Pending
Application number
JP2000387355A
Other languages
Japanese (ja)
Inventor
Takatoshi Ueno
高敏 上野
Tomio Kishino
富夫 岸野
Norio Takahashi
周男 高橋
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP2000387355A priority Critical patent/JP2002188322A/en
Publication of JP2002188322A publication Critical patent/JP2002188322A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To efficiently construct a steel tower. SOLUTION: When the steel tower provided with an upper steel tower 1B having cross section smaller than that of an upper part of a lower steel tower 1A on the upper part is constructed, a work stage 3 provided with a climbing mechanism and a lifting device is installed so as to be vertically movable for the lower steel tower 1A after the lowermost part of the lower steel tower 1B is constructed. By repeating a process for extending the lower steel tower 1A upward by lifting a material by using the lifting device and a process for raising the work stage 3 by the climbing mechanism by taking reaction from the extended lower steel tower, the lower steel tower is executed up to the uppermost part. At the time, the upper steel tower is assembled in an elevatable state of the lower steel tower 1A at the inside of the lower steel tower, the upper steel tower is finally pulled up by a lift up device 16 and the lower part is connected and fixed with/to the upper part of the lower steel tower 1A.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は鉄塔の建設方法に関
する。
[0001] The present invention relates to a method for constructing a steel tower.

【0002】[0002]

【従来の技術】近年、建物の屋上にたとえば通信アンテ
ナ用の鉄塔を設けることが多いが、そのような鉄塔の建
設はタワークレーンや移動式クレーンを用いて資材を揚
重して順次立ち上げていくという方法によることが最も
一般的である。
2. Description of the Related Art In recent years, for example, a tower for a communication antenna is often provided on the roof of a building. Such a tower is constructed by lifting up materials sequentially by using a tower crane or a mobile crane and starting up the tower. The most common way is to go.

【0003】[0003]

【発明が解決しようとする課題】しかし、建物の形態や
構造によってはタワークレーンの設置が困難な場合があ
るし、移動式クレーンによる場合には大型のものが必要
であってそれを組み立てて据え付けるための広い用地を
周辺に確保できることが前提となる。いずれにしても、
タワークレーンや移動式クレーンによる鉄塔建設は費用
が嵩むものであるし、高所作業が中心とならざるを得な
いので落下養生等の安全防護のための費用と手間も多大
である。
However, installation of a tower crane may be difficult depending on the form and structure of a building, and a mobile crane requires a large-sized crane, which is assembled and installed. It is a prerequisite that a large site can be secured in the surrounding area. In any case,
The construction of a steel tower with a tower crane or a mobile crane is expensive, and since work at height must be performed at the center, the cost and labor for safety protection such as fall curing are enormous.

【0004】上記事情に鑑み、本発明はタワークレーン
や移動式クレーンによる従来一般の方法に代わって鉄塔
をより合理的に建設し得る有効な方法、特に、下部鉄塔
の上部にそれよりも小断面の上部鉄塔が設けられるよう
な形態の鉄塔を建設する際に適用して最適な鉄塔の建設
方法を提供することを目的とする。
[0004] In view of the above, the present invention is an effective method of constructing a tower more rationally in place of the conventional general method using a tower crane or a mobile crane, and in particular, a smaller section on the upper part of the lower tower. It is an object of the present invention to provide an optimal method for constructing a tower that is applied when constructing a tower having a form in which an upper tower is provided.

【0005】[0005]

【課題を解決するための手段】本発明は、下部鉄塔の上
部にそれよりも小断面の上部鉄塔が設けられる鉄塔を建
設するための方法であって、下部鉄塔の最下部を施工し
た後、クライミング機構および揚重装置を備えた作業ス
テージを前記下部鉄塔に対して前記クライミング機構を
介して昇降可能に設置し、前記揚重装置を用いて資材を
揚重して下部鉄塔を上方に延長する工程と、延長した下
部鉄塔から反力をとって前記クライミング機構により作
業ステージを上昇させる工程とを繰り返して、下部鉄塔
をその最上部まで施工し、かつ、前記工程の繰り返しに
よる下部鉄塔の施工に際しては、その内側において前記
上部鉄塔を下部鉄塔に対して上昇可能な状態に組み立
て、それら下部鉄塔の施工とその内側での上部鉄塔の組
み立てが完了した後、上部鉄塔を引き上げるためのリフ
トアップ装置を前記揚重装置により揚重して下部鉄塔の
上部に設置し、そのリフトアップ装置により上部鉄塔を
引き上げてその下部を下部鉄塔の上部に連結固定した
後、前記揚重装置によりリフトアップ装置を撤去し、し
かる後に作業ステージをクライミング機構により降下せ
しめて解体撤去することを特徴とする。
SUMMARY OF THE INVENTION The present invention is a method for constructing a tower in which an upper tower having a smaller cross section is provided above a lower tower. A work stage equipped with a climbing mechanism and a lifting device is installed on the lower tower so as to be able to ascend and descend through the climbing mechanism, and the material is lifted using the lifting device to extend the lower tower upward. Repeating the step and the step of raising the work stage by the climbing mechanism by taking a reaction force from the extended lower tower, constructing the lower tower to the uppermost part thereof, and when constructing the lower tower by repeating the above steps After assembling the upper tower inside the lower tower with respect to the lower tower, after the construction of the lower tower and the assembly of the upper tower inside the lower tower are completed, A lift-up device for lifting the upper tower is lifted by the lifting device and installed on the upper portion of the lower tower, and the upper tower is lifted by the lift-up device and the lower portion is connected and fixed to the upper portion of the lower tower, The lift-up device is removed by the lifting device, and then the work stage is lowered by the climbing mechanism to be dismantled and removed.

【0006】[0006]

【発明の実施の形態】本発明の実施形態を図面を参照し
て説明する。本実施形態は、その完成状態を図8に示す
ように、下部鉄塔1Aの上部にそれよりもやや小断面の
上部鉄塔1Bを設けた2段構造の形態をなす鉄塔1を建
物2の屋上に建設するに際して適用したものであり、以
下、工程順に説明する。
Embodiments of the present invention will be described with reference to the drawings. In this embodiment, as shown in FIG. 8, the completed state of the tower 1 in the form of a two-stage structure in which the upper tower 1B having a slightly smaller cross section is provided on the upper part of the lower tower 1A, as shown in FIG. This is applied when constructing, and will be described below in the order of steps.

【0007】図1に示すようにまず建物2の躯体を施工
し、その上部に下部鉄塔1Aの最下部を施工する。
As shown in FIG. 1, first, a frame of a building 2 is constructed, and a lowermost portion of a lower steel tower 1A is constructed thereon.

【0008】図2に示すように、施工した下部鉄塔1A
に対して作業ステージ3を設置する。作業ステージ3
は、図9に示すように、メインフレーム4、クライミン
グ機構5、揚重装置6を備えたものである。クライミン
グ機構5は下部鉄塔1Aの上部を保持するとともにその
保持位置を順次上方あるいは下方に盛り替えることでそ
れ自身で昇降可能なものであり、そのクライミング機構
5を介して作業ステージ3の全体が下部鉄塔1Aに対し
昇降可能に設置されるようになっている。揚重装置6は
軌条7により水平方向(前後および左右の両方向)に走
行可能なトロリーであって、これ自体で図示しているよ
うな2節分の鉄骨等の資材8を揚重しその取り付け位置
まで水平搬送可能なものである。なお、メインフレーム
4の下部には作業足場9が設けられてそこには枠組足場
10が設置され、メインフレーム4の上部には屋根11
が設けられ、その周囲からは外周養生12が吊り下げら
れて設けられている。
As shown in FIG. 2, the constructed lower steel tower 1A
The work stage 3 is set up for. Work stage 3
Has a main frame 4, a climbing mechanism 5, and a lifting device 6, as shown in FIG. The climbing mechanism 5 holds the upper part of the lower steel tower 1A and is capable of moving up and down by itself by rearranging the holding position sequentially upward or downward. It is set up and down with respect to the steel tower 1A. The lifting device 6 is a trolley that can travel in a horizontal direction (both front and rear and right and left directions) by a rail 7, and lifts a material 8 such as a two-node steel frame as shown in the figure and mounts the material 8 on the trolley. It can be transported horizontally up to A work scaffold 9 is provided at the lower part of the main frame 4, a frame scaffold 10 is installed there, and a roof 11 is provided at the upper part of the main frame 4.
Is provided, and an outer periphery curing 12 is suspended from the periphery thereof.

【0009】図3に示すように、作業ステージ3の揚重
装置6を用いて資材を揚重して施工済みの下部鉄塔1A
の上部に順次組み付けていくことで下部鉄塔1Aを順次
上方に延長していく。下部鉄塔1Aを所定高さだけ延長
したら、クライミング機構5により作業ステージ3全体
を下部鉄塔1Aから反力をとって上昇させていき、その
ような工程を繰り返して下部鉄塔1Aをその最上部まで
施工する。そして、以上の下部鉄塔1Aの施工と同時
に、その内側において上部鉄塔1Bを組み立てていく。
ここで組み立てた上部鉄塔1Bは後工程において下部鉄
塔1Aの上部まで引き上げるので、上部鉄塔1Bは下部
鉄塔1Aに対して引き上げ可能な状態に組み立てること
とする。
As shown in FIG. 3, the lower steel tower 1A which has been constructed by lifting materials using the lifting device 6 of the work stage 3 is constructed.
The lower tower 1A is sequentially extended upward by sequentially assembling the upper part of the lower tower. When the lower tower 1A is extended by a predetermined height, the entire work stage 3 is lifted by the climbing mechanism 5 by taking a reaction force from the lower tower 1A, and such a process is repeated to construct the lower tower 1A to its uppermost part. I do. Then, simultaneously with the construction of the lower tower 1A, the upper tower 1B is assembled inside the lower tower 1A.
Since the upper tower 1B assembled here is pulled up to the upper part of the lower tower 1A in a later process, the upper tower 1B is assembled in a state capable of being pulled up with respect to the lower tower 1A.

【0010】図4に示すように、下部鉄塔1Aを最上部
まで施工し、その内側において上部鉄塔1Bも最上部ま
で組み立ててその頂部にはプラットフォーム13やアン
テナ14、避雷針15等の諸施設もこの段階で取り付け
たら、上部鉄塔1Bを引き上げるためのリフトアップ装
置16を揚重装置6により揚重して下部鉄塔1Aの上部
に設置する。リフトアップ装置16は、図10に示すよ
うに、上部鉄塔1Bの下部に装着された下部受台17を
引き上げロッド18を介して引き上げることで上部鉄塔
1B全体を引き上げ可能な複数台のジャッキ19と、上
部鉄塔1Bの側部を支持してその上昇を案内するととも
に転倒を防止するためのガイドフレーム20からなるも
のである。
As shown in FIG. 4, the lower tower 1A is constructed up to the uppermost part, and the upper tower 1B is also assembled up to the uppermost part, and various facilities such as the platform 13, the antenna 14, and the lightning rod 15 are provided on the top. After the stage is attached, the lift-up device 16 for lifting the upper tower 1B is lifted by the lifting device 6 and installed above the lower tower 1A. As shown in FIG. 10, the lift-up device 16 includes a plurality of jacks 19 that can pull up the entire upper tower 1B by pulling up a lower receiving table 17 attached to a lower portion of the upper tower 1B via a pulling rod 18. And a guide frame 20 for supporting the side portion of the upper steel tower 1B to guide its rise and to prevent it from overturning.

【0011】図5に示すように、作業ステージ3の上部
の屋根11を解体して上部鉄塔1Bの引き上げ経路を確
保した後、リフトアップ装置16により上部鉄塔1Bを
順次引き上げる。
As shown in FIG. 5, after the roof 11 on the upper part of the work stage 3 is disassembled to secure a path for lifting the upper tower 1B, the upper tower 1B is sequentially lifted by the lift-up device 16.

【0012】図6に示すように、上部鉄塔1Bの下端部
を下部鉄塔1Aの上端部の高さまで引き上げ、そこで両
者を連結固定する。その際、上記のガイドフレーム20
を下部鉄塔1Aの上部に突出させたり、必要に応じて他
の手段を併用する等して上部鉄塔1Bの転倒防止を図れ
ば良い。また、下部鉄塔1Aの上部と上部鉄塔1Bの下
部をラップさせた状態でそれらを連結固定することでも
良い。その後、リフトアップ装置16を解体して揚重装
置6により撤去し、作業ステージ3を若干降下させ、メ
インフレーム4の上部を足場として下部鉄塔1Aの上部
にプラットフォーム21を施工する。
As shown in FIG. 6, the lower end of the upper tower 1B is raised to the height of the upper end of the lower tower 1A, where they are connected and fixed. At this time, the guide frame 20
May be projected above the lower tower 1A, or other means may be used as needed to prevent the upper tower 1B from tipping over. Alternatively, the upper part of the lower tower 1A and the lower part of the upper tower 1B may be connected and fixed in a wrapped state. Thereafter, the lift-up device 16 is disassembled and removed by the lifting device 6, the work stage 3 is slightly lowered, and the platform 21 is constructed on the upper portion of the lower steel tower 1A using the upper portion of the main frame 4 as a scaffold.

【0013】図7に示すように作業ステージ3を降下さ
せ、それを解体撤去すれば図8に示すように鉄塔1が完
成する。
When the work stage 3 is lowered as shown in FIG. 7 and dismantled and removed, the steel tower 1 is completed as shown in FIG.

【0014】本実施形態の方法によれば、作業ステージ
3をクライミング機構5により上昇させていき、その作
業ステージ3に搭載した揚重装置6により鉄塔1の施工
を行うので、従来のタワークレーンや移動式クレーンが
不要であり、したがってタワークレーンや移動式クレー
ンが使用できなかったり使用し難い条件下においても鉄
塔1の施工を効率的に行うことができる。また、殆どの
作業を作業ステージ3において行い得るので高所作業が
実質的になくなり、作業足場9および外周養生12を有
しているので安全防護も万全であるし、屋根11を設け
ているので天候に作用されることもない。しかも、下部
鉄塔1Aの施工の際に同時にその内側で上部鉄塔1Bの
組み立てを行ってしまい、最終的に上部鉄塔1Bをリフ
トアップ装置16により引き上げて下部鉄塔1Aの上部
に連結固定するので、上部鉄塔1Bの組み立ても効率的
かつ安全に行うことができるし、作業ステージ3は下部
鉄塔1Aの最上部まで上昇させることで済む。
According to the method of the present embodiment, the work stage 3 is raised by the climbing mechanism 5 and the steel tower 1 is constructed by the lifting device 6 mounted on the work stage 3. No mobile crane is required, so that the tower 1 can be constructed efficiently even under conditions where a tower crane or a mobile crane cannot be used or is difficult to use. In addition, since most of the work can be performed on the work stage 3, work at a high place is substantially eliminated, and since the work scaffold 9 and the outer peripheral curing 12 are provided, safety protection is thorough, and the roof 11 is provided. It is not affected by the weather. In addition, when the lower tower 1A is constructed, the upper tower 1B is assembled at the same time inside the lower tower 1A. Finally, the upper tower 1B is lifted up by the lift-up device 16 and connected and fixed to the upper part of the lower tower 1A. The assembling of the tower 1B can be performed efficiently and safely, and the work stage 3 can be raised to the top of the lower tower 1A.

【0015】以上のことから、本実施形態の鉄塔の建設
方法によれば、従来一般の方法に比較して鉄塔施工を遙
かに効率的に行うことが可能であり、したがって工費削
減や工期短縮を図ることができ、極めて有効である。
As described above, according to the tower construction method of the present embodiment, the tower construction can be performed much more efficiently than the conventional general method, and therefore, the construction cost and the construction period can be reduced. This is extremely effective.

【0016】なお、本発明は上記実施形態に限定される
ものでは勿論なく、作業ステージを上昇させていくこと
で下部鉄塔を施工可能であり、かつその内側で上部鉄塔
を組み立てることができるものである限りにおいて、建
設するべき鉄塔の形態や規模、構造は任意であり、建物
の屋上に建設されるものに限らず地上に建設されるもの
にも当然に適用可能である。また、作業ステージ、それ
に搭載する揚重装置やクライミング機構、リフトアップ
装置その他の構成も、建設するべき鉄塔の形態や規模、
構造に対応させて適宜の設計的変更を行えば良い。さら
に、上記実施形態において作業ステージに設置した外周
養生や屋根は設けることが好ましいが、それらは不可欠
なものではなく不要な場合には省略しても良い。
It should be noted that the present invention is not limited to the above-described embodiment, but the lower tower can be constructed by raising the work stage, and the upper tower can be assembled inside the lower tower. To some extent, the form, scale and structure of the steel tower to be constructed are arbitrary, and are naturally applicable not only to those constructed on the roof of a building but also those constructed on the ground. In addition, the work stage, the lifting device and climbing mechanism mounted on it, the lift-up device and other configurations are also the form and scale of the steel tower to be built,
Appropriate design changes may be made in accordance with the structure. Further, in the above embodiment, it is preferable to provide the outer peripheral curing and the roof provided on the work stage, but these are not indispensable and may be omitted when unnecessary.

【0017】[0017]

【発明の効果】本発明は、クライミング機構および揚重
装置を備えた作業ステージを下部鉄塔に設置してこれを
上昇させつつ作業ステージに搭載した揚重装置により資
材を揚重して下部鉄塔を上方に延長していくとともに、
その際に下部鉄塔の内側で上部鉄塔を組み立て、その上
部鉄塔をリフトアップ装置により引き上げて下部鉄塔の
上部に連結固定するようにしたので、下部鉄塔と上部鉄
塔からなる2段構造の鉄塔の建設をタワークレーンや移
動式クレーンを用いることなく効率的に行うことが可能
であり、しかも作業ステージの採用により高所作業を無
くすことができるし、安全防護の点でも万全であり、以
上のことから鉄塔建設に係わる工費削減と工期短縮を図
ることができ、極めて有効である。
According to the present invention, a work stage provided with a climbing mechanism and a lifting device is installed on a lower steel tower, and while the work stage is lifted, materials are lifted by a lifting device mounted on the work stage to lower the lower steel tower. While extending upward,
At that time, the upper tower was assembled inside the lower tower, and the upper tower was lifted up by a lift-up device and connected to and fixed to the upper part of the lower tower, so the construction of a two-stage tower consisting of the lower tower and the upper tower was constructed. Can be carried out efficiently without using tower cranes or mobile cranes.Moreover, the use of a work stage can eliminate high-altitude work, and is also thorough in terms of safety protection. This is extremely effective because it can reduce the construction cost and construction period related to steel tower construction.

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

【図1】 本発明の実施形態である建設方法を示すもの
で、下部鉄塔の最下部を施工した状態を示す図である。
FIG. 1 shows a construction method according to an embodiment of the present invention, and shows a state in which the lowermost part of a lower steel tower is constructed.

【図2】 同、作業ステージを設置した状態を示す図で
ある。
FIG. 2 is a diagram showing a state in which a work stage is installed.

【図3】 同、下部鉄塔を施工しつつその内側で上部鉄
塔を組み立てている状態を示す図である。
FIG. 3 is a diagram showing a state where an upper tower is being assembled inside a lower tower while the same is being constructed.

【図4】 同、リフトアップ装置を設置した状態を示す
図である。
FIG. 4 is a diagram showing a state where a lift-up device is installed.

【図5】 同、上部鉄塔をリフトアップしている状態を
示す図である。
FIG. 5 is a diagram showing a state in which the upper steel tower is lifted up.

【図6】 同、上部鉄塔の下部を下部鉄塔の上部に連結
固定した状態を示す図である。
FIG. 6 is a view showing a state where the lower part of the upper tower is connected and fixed to the upper part of the lower tower.

【図7】 同、作業ステージを降下させた状態を示す図
である。
FIG. 7 is a view showing a state where the work stage is lowered.

【図8】 同、鉄塔が完成した状態を示す図である。FIG. 8 is a diagram showing a state where the steel tower is completed.

【図9】 同、作業ステージの概要を示す図である。FIG. 9 is a diagram showing an outline of a work stage.

【図10】 同、リフトアップ装置の概要を示す図であ
る。
FIG. 10 is a diagram showing an outline of the lift-up device.

【符号の説明】[Explanation of symbols]

1 鉄塔 1A 下部鉄塔 1B 上部鉄塔 2 建物 3 作業ステージ 4 メインフレーム 5 クライミング機構 6 揚重装置 7 軌条 8 資材 9 作業足場 10 枠組足場 11 屋根 12 外周養生 13 プラットフォーム 14 アンテナ 15 避雷針 16 リフトアップ装置 17 下部受台 18 引き上げロッド 19 ジャッキ 20 ガイドフレーム 21 プラットフォーム DESCRIPTION OF SYMBOLS 1 Steel tower 1A Lower steel tower 1B Upper steel tower 2 Building 3 Work stage 4 Main frame 5 Climbing mechanism 6 Lifting device 7 Rail 8 Material 9 Work scaffold 10 Frame scaffold 11 Roof 12 Peripheral curing 13 Platform 14 Antenna 15 Lightning rod 16 Lifting device 17 Lower part Cradle 18 Lift rod 19 Jack 20 Guide frame 21 Platform

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 下部鉄塔の上部にそれよりも小断面の上
部鉄塔が設けられる鉄塔を建設するための方法であっ
て、 下部鉄塔の最下部を施工した後、クライミング機構およ
び揚重装置を備えた作業ステージを前記下部鉄塔に対し
て前記クライミング機構を介して昇降可能に設置し、 前記揚重装置を用いて資材を揚重して下部鉄塔を上方に
延長する工程と、延長した下部鉄塔から反力をとって前
記クライミング機構により作業ステージを上昇させる工
程とを繰り返して、下部鉄塔をその最上部まで施工し、 かつ、前記工程の繰り返しによる下部鉄塔の施工に際し
ては、その内側において前記上部鉄塔を下部鉄塔に対し
て上昇可能な状態に組み立て、 それら下部鉄塔の施工とその内側での上部鉄塔の組み立
てが完了した後、上部鉄塔を引き上げるためのリフトア
ップ装置を前記揚重装置により揚重して下部鉄塔の上部
に設置し、 そのリフトアップ装置により上部鉄塔を引き上げてその
下部を下部鉄塔の上部に連結固定した後、 前記揚重装置によりリフトアップ装置を撤去し、しかる
後に作業ステージをクライミング機構により降下せしめ
て解体撤去することを特徴とする鉄塔の建設方法。
1. A method for constructing a tower in which an upper tower having a smaller cross section is provided above a lower tower, comprising a climbing mechanism and a lifting device after constructing a lowermost part of the lower tower. The work stage is installed so as to be able to ascend and descend through the climbing mechanism with respect to the lower tower, a step of lifting the lower tower with materials using the lifting device, and extending the lower tower. The step of raising the work stage by the climbing mechanism by taking a reaction force is repeated to construct the lower tower to the uppermost part thereof, and when the lower tower is constructed by repeating the above steps, the upper tower is placed inside the lower tower. After assembling the lower tower and assembling the upper tower inside the lower tower, lift the upper tower. The lifting device is lifted by the lifting device and installed on the upper part of the lower tower. The upper tower is lifted by the lifting device and the lower part is connected and fixed to the upper part of the lower tower. Removing the lift-up device, and then lowering the work stage by a climbing mechanism to dismantle and remove it.
JP2000387355A 2000-12-20 2000-12-20 Constructing method for steel tower Pending JP2002188322A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000387355A JP2002188322A (en) 2000-12-20 2000-12-20 Constructing method for steel tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000387355A JP2002188322A (en) 2000-12-20 2000-12-20 Constructing method for steel tower

Publications (1)

Publication Number Publication Date
JP2002188322A true JP2002188322A (en) 2002-07-05

Family

ID=18854305

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000387355A Pending JP2002188322A (en) 2000-12-20 2000-12-20 Constructing method for steel tower

Country Status (1)

Country Link
JP (1) JP2002188322A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009281030A (en) * 2008-05-21 2009-12-03 Ohbayashi Corp Construction method for towering structure, and towering structure
JP2010242362A (en) * 2009-04-06 2010-10-28 Takenaka Komuten Co Ltd Demolition method for tower-like building
JP2013245458A (en) * 2012-05-24 2013-12-09 Taisei Corp Construction method
JP5456201B1 (en) * 2013-10-08 2014-03-26 日本仮設株式会社 Truss type tower construction / repair work tethering device and truss type steel tower construction / repair method using moving lifting scaffold using the tethering device
CN114622766A (en) * 2022-02-07 2022-06-14 北京城建集团有限责任公司 Construction method of lightning protection tower

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009281030A (en) * 2008-05-21 2009-12-03 Ohbayashi Corp Construction method for towering structure, and towering structure
JP2010242362A (en) * 2009-04-06 2010-10-28 Takenaka Komuten Co Ltd Demolition method for tower-like building
JP2013245458A (en) * 2012-05-24 2013-12-09 Taisei Corp Construction method
JP5456201B1 (en) * 2013-10-08 2014-03-26 日本仮設株式会社 Truss type tower construction / repair work tethering device and truss type steel tower construction / repair method using moving lifting scaffold using the tethering device
CN114622766A (en) * 2022-02-07 2022-06-14 北京城建集团有限责任公司 Construction method of lightning protection tower
CN114622766B (en) * 2022-02-07 2023-06-16 北京城建集团有限责任公司 Construction method of lightning protection tower

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