JPH08303010A - Steel tower-mounted type lifting device - Google Patents

Steel tower-mounted type lifting device

Info

Publication number
JPH08303010A
JPH08303010A JP13257295A JP13257295A JPH08303010A JP H08303010 A JPH08303010 A JP H08303010A JP 13257295 A JP13257295 A JP 13257295A JP 13257295 A JP13257295 A JP 13257295A JP H08303010 A JPH08303010 A JP H08303010A
Authority
JP
Japan
Prior art keywords
boom
steel tower
climbing crane
hoisting
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.)
Granted
Application number
JP13257295A
Other languages
Japanese (ja)
Other versions
JP3612366B2 (en
Inventor
Motoomi Yoda
源臣 依田
Sumuto Yokoyama
澄人 横山
Harumi Horii
治美 堀井
Toshio Isomura
敏夫 磯村
Takayasu Iida
隆保 飯田
Hiroaki Ueno
廣明 上野
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.)
Chubu Electric Power Co Inc
Sanwa Tekki Corp
Toenec Corp
Original Assignee
Chubu Electric Power Co Inc
Sanwa Tekki Corp
Toenec 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 Chubu Electric Power Co Inc, Sanwa Tekki Corp, Toenec Corp filed Critical Chubu Electric Power Co Inc
Priority to JP13257295A priority Critical patent/JP3612366B2/en
Publication of JPH08303010A publication Critical patent/JPH08303010A/en
Application granted granted Critical
Publication of JP3612366B2 publication Critical patent/JP3612366B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Jib Cranes (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE: To provide a simple and safe lifting device capable of directly lifting materials up to the neighborhood of an assembly position at the time of assembling the end of steel tower arm outside the working radius of a climbing crane. CONSTITUTION: Mounting brackets 2 are secured to the upper ends of two steel tower main pillars 33 projected upward at an assembly process and, then, the base ends of boom posts are held on the brackets 2. Also, the upper ends of the boom posts are jointed to each other, thereby forming a boom 8 capable of reaching the end of an arm 32. A rod wire 14 for lifting materials is extended along blocks 12, 13 and 15, and led clown to the ground along the post 36 of climbing crane 35 for locking with a winch. Also, one end of a wire 17 for elevating the boom 8 is hooked to the end thereof, and the intermediate section of the wire 17 is led along another block 18 on the post 36 of the climbing crane 35, and led down to the ground along the post 36 for locking with another winch.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、送電線用鉄塔の建設工
事において、クライミングクレーンの作業半径外での資
材の吊り上げ作業に用いられる鉄塔上据付型の吊り上げ
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel tower-mounted hoisting device used for hoisting materials outside the working radius of a climbing crane in the construction of power transmission towers.

【0002】[0002]

【従来の技術】例えば図5に示す送電線用鉄塔31の建
設工事においては、建設中の鉄塔31の中心にせり上げ
式の支柱36を組み、上端部にジブ37を備えたクライ
ミングクレーン35が用いられている。このクライミン
グクレーン35で、鉄塔31の資材を吊り上げ、順次鉄
塔を上方に組み上げていく。そして、組み上げに従っ
て、クライミングクレーン35の支柱36をせり上げ、
下部に順次支柱ユニットを継ぎ足していく。ところが、
例えば、左右の送電線間の間隔を大きくとる場合には、
鉄塔のアーム32が大きく側方へ張り出した形式の鉄塔
が設置される。このため、クライミングクレーン35の
ジブ37が鉄塔アーム32の先端部まで達しないことが
ある。この場合には、アーム32の先端部を構成する資
材をクライミングクレーン35で直接組み付け位置付近
まで吊り上げることができない。
2. Description of the Related Art For example, in the construction work of a transmission line steel tower 31 shown in FIG. 5, a climbing crane 35 having a jib 37 at the upper end is assembled with a raised pillar 36 at the center of the steel tower 31 under construction. It is used. The material of the tower 31 is hoisted by the climbing crane 35, and the tower is sequentially assembled upward. Then, according to the assembling, the pillar 36 of the climbing crane 35 is raised,
The pillar units are added to the bottom one by one. However,
For example, if the space between the left and right transmission lines is large,
An iron tower of a type in which the arm 32 of the iron tower greatly extends to the side is installed. Therefore, the jib 37 of the climbing crane 35 may not reach the tip of the steel tower arm 32. In this case, the material forming the tip of the arm 32 cannot be directly lifted by the climbing crane 35 to the vicinity of the assembly position.

【0003】[0003]

【発明が解決しようとする課題】従って、本発明は、ク
ライミングクレーンの作業半径外まで延出する鉄塔アー
ムの先端部を組み付ける際に、資材を直接組み付け位置
付近まで吊り上げることができる比較的簡易で安全な吊
り上げ装置を提供することを課題としている。
SUMMARY OF THE INVENTION Therefore, the present invention is a relatively simple and easy method for hoisting the materials directly to the vicinity of the assembling position when assembling the tip of the tower arm extending outside the working radius of the climbing crane. It is an object to provide a safe lifting device.

【0004】[0004]

【課題を解決するための手段】本発明においては、上記
課題を解決するため、組み立て途上においてアーム32
の上方へ上端部が突出する鉄塔主柱材33のような水平
の2点に取付け金具2を固着し、各取付け金具2にブー
ム支柱7の基端を枢着し、ブーム支柱7の先端側を互い
に結合して、アーム32の先端に達する起伏可能なブー
ム8を構成し、このブーム8の先端部に、滑車12,1
3を取付け、この滑車12,13及びクライミングクレ
ーン35の支柱36に取付けられた滑車16に、資材吊
り上げ用のロードワイヤ14を掛け回し、このロードワ
イヤ14を支柱36に沿って地上へ引き降ろしてウイン
チに係止し、またブーム8の起伏用ワイヤ17の一端側
をブーム8の先端部に係止し、中間をクライミングクレ
ーン35の支柱36に取付けられた別の滑車18に掛
け、支柱36に沿って地上へ引き降ろして、他端側を別
のウインチに係止して鉄塔上据付型の吊り上げ装置を構
成した。
According to the present invention, in order to solve the above problems, the arm 32 is being assembled.
Mounting brackets 2 are fixed to two horizontal points such as the main tower material 33 of the tower whose upper end projects upward, and the base ends of the boom columns 7 are pivotally attached to the respective mounting brackets 2. Are connected to each other to form a hoisting boom 8 that reaches the tip of the arm 32. Pulleys 12, 1 are attached to the tip of the boom 8.
3, the pulley 16 attached to the pulleys 12 and 13 and the pillar 36 of the climbing crane 35 is hung up around the load wire 14 for lifting the material, and the load wire 14 is pulled down along the pillar 36 to the ground. And one end of the hoisting wire 17 of the boom 8 is locked to the tip of the boom 8, and the middle is hung on another pulley 18 attached to the pillar 36 of the climbing crane 35. It was pulled down to the ground and the other end was locked to another winch to construct a hoisting device on the tower.

【0005】[0005]

【作用】本発明の吊り上げ装置は、鉄塔のアーム32の
先端部の組み付け作業を行う際に、資材を吊り上げるた
めに使用する。クライミングクレーン35のジブ37
は、鉄塔アーム32の先端部まで達しない。本発明の吊
り上げ装置のブーム8は、鉄塔アーム32の先端部まで
達し、アーム32の資材を吊り上げることができる。ブ
ーム8が、V字型に組まれた2本のブーム支柱7,7で
構成され、ブーム支柱7の基端が、アーム32の上方へ
上端部が突出する鉄塔主柱材33の上端部のような水平
の2点に設けられた取付け金具2に枢支されているの
で、横風を受けても揺動することなく安全である。構造
が簡単で、組み立て、取外しも容易である。
The hoisting device of the present invention is used for hoisting materials when assembling the tip of the arm 32 of the steel tower. Jib 37 of climbing crane 35
Does not reach the tip of the tower arm 32. The boom 8 of the hoisting device of the present invention can reach the tip of the steel tower arm 32 and hoist the material of the arm 32. The boom 8 is composed of two boom columns 7 and 7 assembled in a V shape, and the base end of the boom column 7 is located at the upper end of the tower main pillar member 33 whose upper end projects above the arm 32. Since it is pivotally supported by the mounting brackets 2 provided at such two horizontal points, it is safe without swinging even if a side wind is received. It has a simple structure and is easy to assemble and remove.

【0006】[0006]

【実施例】図面を参照して本発明の一実施例を説明す
る。図1は吊り上げ装置の概略的正面図、図2は吊り上
げ装置のブームの概略的平面図、図3は取付け金具の概
略的正面図、図4は取付け金具の概略的平面図である。
An embodiment of the present invention will be described with reference to the drawings. 1 is a schematic front view of the lifting device, FIG. 2 is a schematic plan view of a boom of the lifting device, FIG. 3 is a schematic front view of a mounting bracket, and FIG. 4 is a schematic plan view of the mounting bracket.

【0007】図1において、31は建設途上の送電線鉄
塔である。鉄塔31は、水平に側方へ張り出すアーム3
2を有する。鉄塔31を構成する主柱材33(図1にお
いて左右に2本ずつ、合計4本)が下方から斜め上方に
伸び、その上端部がアーム32の基部に結合されてい
る。左右の主柱材33の上端部は、夫々アーム32の上
部の2本の水平鋼材から上方へ突出している。この突出
部34には、後に図示しない支柱が上方へ接続され、鉄
塔1はさらに上方へ組み上げられる。鉄塔31の中央部
には、クライミングクレーン35の支柱36が立設され
ている。
In FIG. 1, reference numeral 31 is a power transmission line tower under construction. The steel tower 31 is an arm 3 that horizontally extends to the side.
2 Main pillar members 33 (two in left and right in FIG. 1, a total of four) constituting the steel tower 31 extend obliquely upward from below, and the upper ends thereof are joined to the base of the arm 32. The upper ends of the left and right main pillar members 33 project upward from the two horizontal steel members above the arms 32, respectively. A post (not shown) is connected to the projecting portion 34 later so that the steel tower 1 can be assembled further upward. A pillar 36 of a climbing crane 35 is erected at the center of the steel tower 31.

【0008】吊り上げ装置1は、取付け金具2により、
アーム32上に設置されている。取付け金具2は、アー
ム32の上方へ突出した主柱材33の突出部34に取付
けられている。図3、図4に示すように、取付け金具2
は、一対の挟持部材3,4を有する。挟持部材3,4間
は、突出部34を挟んでボルト、ナット5にて締め付け
ることができる。一方の挟持部材3上には、ブーム支柱
7の基端を連結するための自在軸受部6が設けられてい
る。ブーム8は、先端側においてほぼV字型に結合され
た2本のブーム支柱7によって構成されている。ブーム
支柱7は、夫々基端側に軸受部9を有する。軸受部9
は、取付け金具2の自在軸受部6に対応し、両者を貫通
する軸により互いに自在に結合される。図2に示すよう
に、ブーム8の中間部には、両ブーム支柱7間を結合す
る連結杆10が設けられている。連結杆10は、中間に
ターンバックル11を有し、その調整によって両ブーム
支柱7間を引き付けている。
The lifting device 1 is equipped with a mounting bracket 2
It is installed on the arm 32. The mounting member 2 is attached to the protruding portion 34 of the main pillar member 33 that protrudes above the arm 32. As shown in FIGS. 3 and 4, the mounting bracket 2
Has a pair of holding members 3 and 4. The protrusions 34 can be sandwiched between the holding members 3 and 4 and tightened with bolts and nuts 5. A universal bearing 6 for connecting the base ends of the boom columns 7 is provided on one of the holding members 3. The boom 8 is composed of two boom columns 7 that are connected in a substantially V shape on the tip side. The boom columns 7 each have a bearing portion 9 on the base end side. Bearing part 9
Corresponds to the universal bearing portion 6 of the mounting member 2 and is freely coupled to each other by a shaft penetrating both. As shown in FIG. 2, a connecting rod 10 for connecting the boom support columns 7 is provided in the middle portion of the boom 8. The connecting rod 10 has a turnbuckle 11 in the middle, and pulls between the boom columns 7 by adjusting the turnbuckle 11.

【0009】図2に示すように、ブーム8の先端部に
は、滑車12,13が取付けられている。この滑車1
2,13には、資材を吊り上げるためのロードワイヤ1
4の中間が掛け回されている。即ち、図1に示すよう
に、ロードワイヤ14は、一端がクライミングクレーン
35の支柱36に係止され、滑車12を介して垂下し、
フックの滑車15を介して折り返し、滑車13を介して
クライミングクレーン35の支柱36に取付けられた滑
車16に掛けられた後、支柱36に沿って地上へ引き降
ろされ、図示しないウインチに係止されている。また、
ブーム8の先端部には、起伏用ワイヤ17の一端が係止
されている。起伏用ワイヤ17は、クライミングクレー
ン35の支柱36に取付けられた別の滑車18を介し、
この支柱36に沿って地上へ引き降ろされ、図示しない
別のウインチに係止されている。
As shown in FIG. 2, pulleys 12 and 13 are attached to the tip of the boom 8. This pulley 1
Load wires 1 and 2 for lifting materials
The middle of 4 is hung around. That is, as shown in FIG. 1, one end of the load wire 14 is locked to the column 36 of the climbing crane 35 and hangs down via the pulley 12.
The hook is folded back through the pulley 15 and is hung by the pulley 16 attached to the pillar 36 of the climbing crane 35 through the pulley 13 and then pulled down to the ground along the pillar 36 and locked by a winch (not shown). ing. Also,
One end of an undulating wire 17 is locked at the tip of the boom 8. The undulating wire 17 is passed through another pulley 18 attached to a column 36 of the climbing crane 35,
It is pulled down to the ground along the column 36 and is locked by another winch (not shown).

【0010】しかして、送電線用鉄塔31の建設工事に
おいては、資材の吊り上げのために、主としてクライミ
ングクレーン35が用いられる。そして、クライミング
クレーン35のジブ37が届かないアーム32の先端部
を構成する資材を吊り上げるときに、吊り上げ装置1が
使用される。即ち、鉄塔31が所定の部分まで組み上が
ったら、支柱36に滑車16,18を取り付けると共
に、アーム32の基部に位置する主柱材の突出部34に
取付け金具2を固定し、これにブーム8を支持する。ブ
ーム8は、鉄塔アーム32の先端部まで達し、アーム3
2の資材を吊り上げることができる。資材の吊り上げ
は、ロードワイヤ14を図示しない地上のウインチで巻
き上げることにより行い、ブーム8の起伏動作は、ワイ
ヤ17を図示しない地上の別のウインチで操作すること
により行う。ブーム8は、V字型に組まれた2本のブー
ム支柱7,7で構成され、その基端が、2本の主柱材3
3の上端部に設けられた取付け金具2,2に枢支されて
いるので、横風を受けても揺動することなく安全であ
る。ブーム8が起伏動作すると、自在軸受部6により、
取付け金具2に対するブーム支柱7の角度が支障なく変
化する。なお、何れのワイヤ14,17についても他の
経路で掛け回すことができる。取付け金具2の取付け部
位は、主柱材33の上端部に限定されない。
However, in the construction work of the power transmission tower 31, the climbing crane 35 is mainly used for lifting the materials. The hoisting device 1 is used when hoisting the material forming the tip of the arm 32 that the jib 37 of the climbing crane 35 cannot reach. That is, when the steel tower 31 has been assembled to a predetermined portion, the pulleys 16 and 18 are attached to the support column 36, and the attachment fitting 2 is fixed to the protrusion portion 34 of the main pillar member located at the base of the arm 32, and the boom 8 is attached thereto. Support. The boom 8 reaches the tip of the steel tower arm 32,
2 materials can be lifted. The hoisting of the material is performed by winding up the load wire 14 with a winch on the ground not shown, and the hoisting operation of the boom 8 is performed by operating the wire 17 with another winch on the ground not shown. The boom 8 is composed of two boom pillars 7, 7 assembled in a V shape, and the base end of the boom 8 is composed of two main pillar members 3
Since it is pivotally supported by the mounting brackets 2 and 2 provided at the upper end of 3, it is safe without swinging even when receiving a side wind. When the boom 8 moves up and down, the universal bearing 6
The angle of the boom strut 7 with respect to the mounting bracket 2 changes without hindrance. It should be noted that any of the wires 14 and 17 can be wound around another route. The mounting site of the mounting bracket 2 is not limited to the upper end of the main pillar 33.

【0011】[0011]

【発明の効果】以上のように、本発明においては、アー
ム32の上方へ上端部が突出する鉄塔主柱材33の上端
部のような水平の2点に取付け金具2を固着し、各取付
け金具2にブーム支柱7の基端を枢着し、ブーム支柱7
の先端側を互いに結合して、アーム32の先端に達する
起伏可能なブーム8を構成し、このブーム8の先端部
に、滑車12,13を取付け、この滑車12,13及び
クライミングクレーン35の支柱36に取付けられた滑
車16に、資材吊り上げ用のロードワイヤ14を掛け回
し、このロードワイヤ14を支柱36に沿って地上へ引
き降ろしてウインチに係止し、またブーム8の起伏用ワ
イヤ17の一端側をブーム8の先端部に係止し、中間を
クライミングクレーン35の支柱36に取付けられた別
の滑車18に掛け、支柱36に沿って地上へ引き降ろし
て、他端側を別のウインチに係止して鉄塔上据付型の吊
り上げ装置を構成したため、工事全体にたいしてわずか
な数であるアーム32の資材の吊り上げのためにクライ
ミングクレーンを大型、大重量化させる必要がない。ブ
ーム8が2本のブーム支柱7で構成されているから、横
風を受けても揺動することなく安全である。構造が簡単
で、組み立て、取外しも容易であるという効果を有す
る。
As described above, according to the present invention, the fittings 2 are fixed to two horizontal points such as the upper end of the main tower pillar member 33 whose upper end projects above the arm 32, and each mounting is performed. The base end of the boom strut 7 is pivotally attached to the metal fitting 2, and the boom strut 7
End portions of the booms 8 are connected to each other to form a hoisting boom 8 that reaches the tip of the arm 32. Pulleys 12 and 13 are attached to the tip end of the boom 8 to support the pulleys 12 and 13 and the climbing crane 35. A load wire 14 for hoisting material is hung around a pulley 16 attached to 36, and the load wire 14 is pulled down to the ground along a support column 36 and locked to a winch. The side is locked to the tip of the boom 8, the middle is hung on another pulley 18 attached to the support 36 of the climbing crane 35, and it is pulled down to the ground along the support 36, and the other end is engaged with another winch. Since the construction was suspended and a hoisting device was installed on the steel tower, a climbing crane was used to hoist the material of the arm 32, which is a small number for the entire construction. , There is no need to be large in weight. Since the boom 8 is composed of the two boom columns 7, it is safe without swinging even when receiving a side wind. It has an effect that the structure is simple, and it is easy to assemble and remove.

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

【図1】吊り上げ装置の概略的正面図である。FIG. 1 is a schematic front view of a lifting device.

【図2】吊り上げ装置のブームの概略的平面図である。FIG. 2 is a schematic plan view of a boom of the lifting device.

【図3】取付け金具の概略的正面図である。FIG. 3 is a schematic front view of a fitting.

【図4】取付け金具の概略的平面図である。FIG. 4 is a schematic plan view of a fitting.

【図5】従来の鉄塔建設工事の概略図である。FIG. 5 is a schematic view of conventional steel tower construction work.

【符号の説明】[Explanation of symbols]

1 吊り上げ装置 2 取付け金具 7 ブーム支柱 8 ブーム 12 滑車 13 滑車 14 ロードワイヤ 18 滑車 17 起伏用ワイヤ 31 鉄塔 32 アーム 33 鉄塔主柱材 35 クライミングクレーン 36 支柱 1 Lifting device 2 Mounting bracket 7 Boom support 8 Boom 12 Pulley 13 Pulley 14 Load wire 18 Pulley 17 Elevating wire 31 Steel tower 32 Arm 33 Steel tower main pillar material 35 Climbing crane 36 Strut

───────────────────────────────────────────────────── フロントページの続き (72)発明者 横山 澄人 名古屋市東区東新町1番地 中部電力株式 会社内 (72)発明者 堀井 治美 名古屋市港区千年3丁目1番32号 株式会 社トーエネック本店別館内 (72)発明者 磯村 敏夫 名古屋市港区千年3丁目1番32号 株式会 社トーエネック本店別館内 (72)発明者 飯田 隆保 名古屋市港区千年3丁目1番32号 株式会 社トーエネック本店別館内 (72)発明者 上野 廣明 東京都品川区南品川6丁目5番19号 三和 テッキ株式会社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Sumitomo Yokoyama, 1 Higashishinmachi, Higashi-ku, Nagoya City Chubu Electric Power Co., Inc. (72) Inventor Harumi Harumi, 3-3-1, Sennen, Minen-ku, Nagoya City Toeneck Head Office Annex Building (72) Toshio Isomura Inventor Toshio Isomura, 3-chome 3 Minen-ku, Minato-ku, Nagoya Annex Main Building (72) Inventor Takaho Iida 3-chome 1-32, Minen-ku, Nagoya-shi Toeneck Head Office Annex (72) Inventor Hiroaki Ueno 6-5-19 Minami-Shinagawa, Shinagawa-ku, Tokyo Sanwa Techchi Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 中央にクライミングクレーンの支柱を立
設して行われる鉄塔の建設工事において、建設途上の鉄
塔上に据え付けて、クライミングクレーンの作業半径外
で使用される吊り上げ装置であって、 組み立て途上の前記鉄塔上の水平の2点に固着される取
付け金具と、 各取付け金具に基端が枢着され、先端側が互いに結合さ
れた2本のブーム支柱から成るブームと、 一端側に資材を吊支可能で、中間部がブームの先端部に
取付けられた滑車及び前記クライミングクレーンの支柱
に取付けられた滑車を介してこの支柱に沿って地上へ引
き降ろされ、他端側がウインチに係止されたロードワイ
ヤと、 一端側がブームの先端部に係止され、中間部が前記クラ
イミングクレーンの支柱に取付けられた別の滑車を介し
てこの支柱に沿って地上へ引き降ろされ、他端側が別の
ウインチに係止された起伏用ワイヤとを具備することを
特徴とする鉄塔上据付型吊り上げ装置。
1. A hoisting device which is installed on a steel tower under construction and is used outside the working radius of a climbing crane in a steel tower construction work in which a pillar of a climbing crane is erected in the center. Mounting brackets fixed to two horizontal points on the steel tower on the way, a boom composed of two boom columns whose base ends are pivotally attached to each mounting bracket, and tip ends of which are connected to each other, and a material on one end side. It can be suspended, and the middle part is pulled down to the ground along this strut through the pulley attached to the tip of the boom and the pulley attached to the strut of the climbing crane, and the other end is locked to the winch. A load wire and one end of the boom are attached to the tip of the boom, and the middle part of the climbing crane is attached to the pole through another pulley to the ground. It can unloaded, pylons on installation type lifting device and the other end side is provided with a hoisting wire, which is engaged in a separate winch.
【請求項2】 前記取付け金具が、組み立て途上で上方
へ上端部が突出する鉄塔主柱材の突出した上端部に固着
されていることを特徴とする請求項1に記載の鉄塔上据
付型吊り上げ装置。
2. The hoisting-on-elevator-mounted hoisting system according to claim 1, wherein the fitting is fixed to a projecting upper end of a steel column main pillar whose upper end projects upward during assembly. apparatus.
【請求項3】 前記取付け金具が、ボルトにて前記鉄塔
主柱材の突出した上端部を挟持するための一対の挟持部
材を有し、一方の挟持部材上に、前記ブーム支柱の基端
を連結するための軸受部を有することを特徴とする請求
項1又は2に記載の鉄塔上据付型吊り上げ装置。
3. The mounting fixture has a pair of holding members for holding the projecting upper end portion of the main tower pillar material with bolts, and the base end of the boom strut is provided on one of the holding members. The lifting device for stationary installation on a steel tower according to claim 1 or 2, further comprising a bearing portion for connection.
【請求項4】 前記取付け金具が、前記ブーム支柱の基
端を連結するための自在軸受部を有することを特徴とす
る請求項1ないし3に記載の鉄塔上据付型吊り上げ装
置。
4. The hoisting tower-mounted hoisting device according to claim 1, wherein the attachment fitting has a universal bearing portion for connecting the base ends of the boom columns.
JP13257295A 1995-05-08 1995-05-08 Tower-mounted lifting device Expired - Fee Related JP3612366B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13257295A JP3612366B2 (en) 1995-05-08 1995-05-08 Tower-mounted lifting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13257295A JP3612366B2 (en) 1995-05-08 1995-05-08 Tower-mounted lifting device

Publications (2)

Publication Number Publication Date
JPH08303010A true JPH08303010A (en) 1996-11-19
JP3612366B2 JP3612366B2 (en) 2005-01-19

Family

ID=15084455

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13257295A Expired - Fee Related JP3612366B2 (en) 1995-05-08 1995-05-08 Tower-mounted lifting device

Country Status (1)

Country Link
JP (1) JP3612366B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107253675A (en) * 2017-06-19 2017-10-17 四川公路桥梁建设集团有限公司 Self-propelled tower crown crane
CN113636477A (en) * 2021-08-09 2021-11-12 北京市政建设集团有限责任公司 Steel lifting device for tower crane steel platform construction
CN115182636A (en) * 2022-07-16 2022-10-14 国网安徽省电力有限公司经济技术研究院 Mixed-compression narrow-base angle steel tower

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107253675A (en) * 2017-06-19 2017-10-17 四川公路桥梁建设集团有限公司 Self-propelled tower crown crane
CN107253675B (en) * 2017-06-19 2018-07-13 四川公路桥梁建设集团有限公司 Self-propelled tower crown crane
CN113636477A (en) * 2021-08-09 2021-11-12 北京市政建设集团有限责任公司 Steel lifting device for tower crane steel platform construction
CN115182636A (en) * 2022-07-16 2022-10-14 国网安徽省电力有限公司经济技术研究院 Mixed-compression narrow-base angle steel tower
CN115182636B (en) * 2022-07-16 2024-05-10 国网安徽省电力有限公司经济技术研究院 Mixed-pressure narrow-base angle steel tower

Also Published As

Publication number Publication date
JP3612366B2 (en) 2005-01-19

Similar Documents

Publication Publication Date Title
US9701520B2 (en) Hoisting platform system
US4170309A (en) Counterbalanced tower crane
RU2200699C2 (en) Method and device for mounting tension guys of tower crane load-lifting boom
JP4349604B2 (en) Derrick device for top work of transmission tower
JPH08303010A (en) Steel tower-mounted type lifting device
JP2006225158A (en) Climbing crane
JP5535719B2 (en) Simple assembly type derrick
JP2002004635A (en) Device for assembling steel pipe column
JPH10205429A (en) Construction method for wind power generator
JP2515531B2 (en) Boom swiveling crane
JPH05286694A (en) Construction method and crane for assembling external type steel tower
KR101831409B1 (en) Tower crane
CN106081913B (en) Gin-pole truck control method
JPH01322064A (en) Scaffold erection method for construction work performing temporary general grounding using scaffolding steel pipe
EP2911971B1 (en) Hoisting platform system
JP2004162418A (en) Construction method of frame between girders
CN217678609U (en) Pier hangs rail installation device
CN215364769U (en) High-efficient installation work platform of high altitude steel construction
JP2000272876A (en) Folding jib crane
JP2006143445A (en) Climbing type jib crane
RU2225345C2 (en) Tower crane and method of its mounting
JP3128178B2 (en) How to build a tent frame
JPH0978840A (en) Hanging metal tool for building
JPH11199173A (en) Long structure construction method and lifting beam used in this method
JP4243574B2 (en) Tower-like structure dismantling apparatus and dismantling method thereof

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040921

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20041019

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20041025

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081029

Year of fee payment: 4

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313115

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081029

Year of fee payment: 4

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091029

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091029

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091029

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101029

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101029

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111029

Year of fee payment: 7

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111029

Year of fee payment: 7

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121029

Year of fee payment: 8

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121029

Year of fee payment: 8

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121029

Year of fee payment: 8

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121029

Year of fee payment: 8

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131029

Year of fee payment: 9

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees