JPS5846993B2 - Method of constructing a steel tower using a lifting crane - Google Patents
Method of constructing a steel tower using a lifting craneInfo
- Publication number
- JPS5846993B2 JPS5846993B2 JP53076300A JP7630078A JPS5846993B2 JP S5846993 B2 JPS5846993 B2 JP S5846993B2 JP 53076300 A JP53076300 A JP 53076300A JP 7630078 A JP7630078 A JP 7630078A JP S5846993 B2 JPS5846993 B2 JP S5846993B2
- Authority
- JP
- Japan
- Prior art keywords
- base
- main column
- crane
- steel tower
- 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.)
- Expired
Links
Landscapes
- Jib Cranes (AREA)
Description
【発明の詳細な説明】
この発明は昇降式クレーンによる鉄塔構築方法に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a steel tower using an elevating crane.
従来、鉄塔の構築に際しては地上に塔形クレーンを設置
し、このクレーンの高さを構築中の鉄塔高さに応じて上
昇させ、クレーン塔部を構築中の鉄塔に支持させて構築
を行なう方法、あるいは地上からトラッククレーンによ
り構築を行なう方法がある。Conventionally, when constructing a steel tower, a tower crane is installed on the ground, the height of this crane is raised according to the height of the steel tower being constructed, and the crane tower is supported by the steel tower being constructed. Alternatively, construction can be carried out from the ground using a truck crane.
ところが、前者の方法では塔部昇降装置、塔部水平支持
装置などの特別な装置を必要とし、また地上におけるク
レーン設置場所が必要である。However, the former method requires special equipment such as a tower lifting device and a tower horizontal support device, and also requires a location on the ground for installing a crane.
さらに後者の方法では鉄塔の構築場所が山岳地である場
合トラッククレーンの搬入が不可能であるなどの問題点
があった○
この発明は前記従来の問題点に鑑み提案されたもので、
構築中の鉄塔主柱にクレーンを取り付は鉄塔主柱をクレ
ーンのポストとすることにより、クレーン設置場所を必
要とせず、さらにクレーン自体が小型軽量となる昇降式
クレーンによる鉄塔構築方法を提供することを目的とす
る。Furthermore, the latter method had problems such as the impossibility of transporting a truck crane if the steel tower was constructed in a mountainous area. This invention was proposed in view of the above-mentioned conventional problems.
To provide a method of constructing a steel tower using an elevating crane, in which the crane is attached to the main pillar of the steel tower under construction by using the main pillar of the steel tower as a post for the crane, thereby eliminating the need for a crane installation location and making the crane itself small and lightweight. The purpose is to
以下、この発明を図示する一実施例によって説明すると
、クレーン1はブーム2、クレーン駆動装置3および基
部4を備えている。The present invention will be described below with reference to an illustrated embodiment. A crane 1 includes a boom 2, a crane drive device 3, and a base 4.
ブーム2は二つのブーム2a、2bからなり折り曲げる
ことの可能な中間ジヨイント式である。The boom 2 consists of two booms 2a and 2b and is of a bendable intermediate joint type.
巻上げウィンチ3a1起伏ウィンチ3bからなるクレー
ン駆動装置3およびブーム2は旋回台5上に設置され、
この旋回台5は基部4に旋回可能に設けられている。A crane drive device 3 consisting of a hoisting winch 3a and a hoisting winch 3b and a boom 2 are installed on a swivel base 5,
This swivel table 5 is rotatably provided on the base 4.
このような構成のクレーン1は下部が構築された鉄塔6
の四本の主柱7の少なくとも一本の主柱7aにその基部
4において固定される。The crane 1 having such a configuration has a steel tower 6 whose lower part is constructed.
It is fixed to at least one main pillar 7a of the four main pillars 7 at its base 4.
この主柱7aには予めガイドレール8が取り付けられて
おり、基部4はピン9,9によりガイドレール8に固定
され、さらに固定金具10.10によって主柱7aに固
定される。A guide rail 8 is attached to the main column 7a in advance, and the base 4 is fixed to the guide rail 8 by pins 9, 9, and further fixed to the main column 7a by a fixing fitting 10.10.
さらに、旋回台5には鉄塔6の根開きによる旋回台5の
傾きを修正する目的でレベル調整装置17が取り付けら
れている。Furthermore, a level adjustment device 17 is attached to the swivel base 5 for the purpose of correcting the inclination of the swivel base 5 due to root opening of the steel tower 6.
このような状態において、クレーン1によって主柱7,
7aの上部にそれぞれ主柱材ユニット11.11aを継
ぎ足す。In this situation, the crane 1 lifts the main pillars 7,
Main pillar units 11 and 11a are added to the upper part of 7a, respectively.
第2図に示すように主柱材ユニット11aは予めガイド
レール8を有しており、その上部には滑車12が取り付
けられている。As shown in FIG. 2, the main pillar unit 11a has a guide rail 8 in advance, and a pulley 12 is attached to the upper part of the guide rail 8.
さらに、旋回台5には滑車13が取り付けられ、滑車1
2と滑車13にワイヤロープ14を巻掛け、その一端を
主柱材ユニット11aの上部に固定し、他端は巻上げ用
ワイヤロープ15のフック16に取り付ける。Further, a pulley 13 is attached to the swivel base 5, and the pulley 1
A wire rope 14 is wound around 2 and a pulley 13, one end of which is fixed to the upper part of the main pillar unit 11a, and the other end is attached to a hook 16 of a hoisting wire rope 15.
このような状態でピン9,9および固定金具10.10
を取り外し、巻上げ用ワイヤロープ15を巻上げれば基
部4はガイドレール8を案内として上昇する。In this state, pins 9, 9 and fixing fittings 10.10
is removed and the hoisting wire rope 15 is hoisted up, and the base 4 rises using the guide rail 8 as a guide.
このようにクレーン1によって主柱材ユニット11.1
1aを継ぎ足し、次いでクレーン1の駆動装置3によっ
て自刃でクレーン1を上昇させ、これらの工程を順次繰
り返すことにより鉄塔6を構築する。In this way, the main column unit 11.1 is
1a, then the crane 1 is raised by its own blade using the drive device 3 of the crane 1, and these steps are repeated in order to construct the steel tower 6.
前述のようにこの発明によれば、構築中の鉄塔の主柱に
クレーンを取り付けこの鉄塔主柱によってクレーンを支
持させ、さらにクレーンは主柱ユニットを継ぎ足した後
自刃で上昇するため、従来のような特別な装置を必要と
せず、さらにクレーン設置場所を必要としない。As mentioned above, according to the present invention, the crane is attached to the main pillar of the steel tower under construction, and the crane is supported by the main pillar of the steel tower.Furthermore, the crane ascends by itself after adding the main pillar units, so it does not require the conventional method. No special equipment is required, and no crane installation space is required.
また、二つのブームは鉄塔外方へ折り曲げることが可能
のためクレーンが固定された主柱側の構築の際において
ブームが主柱材と干渉するようなこともなく、十分な作
業ができる。Furthermore, since the two booms can be bent outward from the tower, sufficient work can be done without the booms interfering with the main pillar material during construction on the main pillar side to which the crane is fixed.
さらに、簡単なりライミフグ設備を設けることによって
クライミングするためのワイヤリングの手間がいらず作
業性がすこぶる良好であるとともにクレーン自体小型軽
量となるなどの利点がある。Furthermore, by providing the simple Raimifugu equipment, there is no need for the trouble of wiring for climbing, and the workability is very good, and the crane itself has the advantage of being small and lightweight.
第1図はこの発明に係る構築方法の支柱ユニットを継ぎ
足す状態を示す正面図、第2図は同様のクレーン上昇開
始状態を示す正面図である。
1・・・・・・クレーン、2aj2b・・・・・・ブー
ム、3・・・・・・クレーン駆動装置、3a・・・・・
・巻上げウィンチ、3b・・・・・・起伏ウィンチ、4
・・・・・・基部、5・・・・・・旋回台、6・・・・
・・鉄塔、7.7a・・・・・・主柱、8・・・・・・
ガイドレール、9・・・・・・ピン、10・・・・・・
固定金具、11゜11a・・・・・・主柱材ユニツt−
112,13・・・・・・滑車、14・・・・・・ワイ
ヤロープ、15・・・・・・巻上げ用ワイヤロープ、1
6・・・・・・フック、17・・・・・・レベル調整装
置。FIG. 1 is a front view showing a state in which a support column unit is added according to the construction method according to the present invention, and FIG. 2 is a front view showing a similar state in which the crane starts to rise. 1...Crane, 2aj2b...Boom, 3...Crane drive device, 3a...
・Hoisting winch, 3b... Lifting winch, 4
...Base, 5...Swivel base, 6...
... Steel tower, 7.7a ... Main pillar, 8 ...
Guide rail, 9...pin, 10...
Fixing bracket, 11゜11a...Main pillar unit t-
112, 13... Pulley, 14... Wire rope, 15... Wire rope for hoisting, 1
6... Hook, 17... Level adjustment device.
Claims (1)
たトラス形式の鉄塔を、鉄塔の少なくとも一本の主柱を
ガイド付主柱として昇降式クレーンにより構築する方法
であって、 前記昇降式クレーンは、前記ガイド付主柱に固定金具に
より着脱可能に固定される基部と、この基部に旋回可能
に支持されかつレベル調節装置によりガイド付主柱の傾
きに対して水平に調節可能とされた旋回台と、この旋回
台上に基部が軸着され鉄塔外方に向かって折り曲げ可能
とされた中間ジヨイント式ブームとを有し、このような
りレーンによって前記複数本の主柱上部に主柱ユニット
を継ぎ足し、該ガイド付主柱上部に予め着脱自在に固定
された滑車に奏上用ロープを繁用し、クレーン自身の巻
上装置によって前記基部を自刃で前記ガイド付主柱に沿
って任意の位置に上昇させた後、ガイドレールに基部を
固定し、鉄塔を順次構築することを特徴とする昇降式ク
レーンによる鉄塔構築方法。[Scope of Claims] 1. A truss-type steel tower having a plurality of main columns and tapered upward is constructed using an elevating crane with at least one main column of the steel tower as a guide main column. In the method, the elevating crane includes a base that is removably fixed to the guide main column by a fixing fitting, and a base that is rotatably supported by the base and that is adjusted to the inclination of the guide main column by a level adjustment device. It has a swivel base that can be adjusted horizontally, and an intermediate joint type boom whose base is pivoted on the swivel base and can be bent toward the outside of the tower. A main column unit is added to the top of the main column with the guide, and a lifting rope is often used on a pulley that is detachably fixed in advance to the top of the main column with the guide. A method for constructing a steel tower using an elevating crane, which is characterized by raising the tower to an arbitrary position along the main column, fixing the base to a guide rail, and building the tower in sequence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53076300A JPS5846993B2 (en) | 1978-06-23 | 1978-06-23 | Method of constructing a steel tower using a lifting crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53076300A JPS5846993B2 (en) | 1978-06-23 | 1978-06-23 | Method of constructing a steel tower using a lifting crane |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS554427A JPS554427A (en) | 1980-01-12 |
| JPS5846993B2 true JPS5846993B2 (en) | 1983-10-19 |
Family
ID=13601509
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP53076300A Expired JPS5846993B2 (en) | 1978-06-23 | 1978-06-23 | Method of constructing a steel tower using a lifting crane |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5846993B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62112493U (en) * | 1985-12-26 | 1987-07-17 |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60144295A (en) * | 1983-12-30 | 1985-07-30 | 株式会社巴組技研 | Simple crane for building intermediate type steel tower |
| JPS60191988A (en) * | 1984-03-14 | 1985-09-30 | 株式会社巴組技研 | Simple crane for building intermediate type steel tower |
| JP5535719B2 (en) * | 2010-03-26 | 2014-07-02 | 関西電力株式会社 | Simple assembly type derrick |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS431394Y1 (en) * | 1964-03-18 | 1968-01-23 | ||
| SE418627B (en) * | 1973-05-22 | 1981-06-15 | Defibrator Ab | SET TO MANUFACTURE GRINDING |
| JPS51102167U (en) * | 1975-02-13 | 1976-08-17 |
-
1978
- 1978-06-23 JP JP53076300A patent/JPS5846993B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62112493U (en) * | 1985-12-26 | 1987-07-17 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS554427A (en) | 1980-01-12 |
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