JPH07109091A - Jib unit of tower crane - Google Patents

Jib unit of tower crane

Info

Publication number
JPH07109091A
JPH07109091A JP25871893A JP25871893A JPH07109091A JP H07109091 A JPH07109091 A JP H07109091A JP 25871893 A JP25871893 A JP 25871893A JP 25871893 A JP25871893 A JP 25871893A JP H07109091 A JPH07109091 A JP H07109091A
Authority
JP
Japan
Prior art keywords
jib
connecting pin
tower
guide pipes
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.)
Pending
Application number
JP25871893A
Other languages
Japanese (ja)
Inventor
Kazumasa Matsushita
和正 松下
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.)
Sumitomo SHI Construction Machinery Co Ltd
Original Assignee
Sumitomo SHI Construction Machinery 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 Sumitomo SHI Construction Machinery Co Ltd filed Critical Sumitomo SHI Construction Machinery Co Ltd
Priority to JP25871893A priority Critical patent/JPH07109091A/en
Publication of JPH07109091A publication Critical patent/JPH07109091A/en
Pending legal-status Critical Current

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  • Jib Cranes (AREA)

Abstract

PURPOSE:To aim at the facilitation of altering the full length of a jib by adjusting two insertional holes of upper and lower jibs with each other at both maximum elongative and minimum contractive positions of the upper jib and inserting a connecting pin into both of them for locking tight. CONSTITUTION:Four guide pipes 57 of a lower jib 41 are installed at two spots in and around both rear and front ends, and thereby they are able to lock an upper jib 42 surely at an elongative position or contractive position. When a jib unit 22 is elongated from the contracted state, two hydraulic cylinders 51 and 52 of a jib connecting pin detecher 50 are contacted, a connecting pin is pulled out of the guide pipes 57 of the lower jib 41, driving an elongating winch 43, and a wire rope 45 is wound in and simultaneously another wire rope 49 is delivered out of a contacting winch 44, then the upper jib 42 is pushed forward. Therefore the upper jib 42 is extruded up to a tip part of the lower jib 41, and pressure oil is fed to these hydraulic cylinders 51 and 52 at a position where both guide pipes 56, 56 and 57, 57 are accorded with one another, and the connecting pin is pushed out, whereby both these upper and lower jibs 42 and 41 are connected together through this pin.

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、ジブ装置に関するも
のであり、特に、タワークレーンのジブ装置に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jib device, and more particularly to a jib device for a tower crane.

【0002】[0002]

【従来の技術】従来のタワークレーンを図5に従って説
明する。タワークレーン1は、走行機体2の上部旋回体
3にタワーブーム4を枢着し、タワーブーム4の先端部
にジブ5が枢着されている。タワーブーム4は、同図に
示すようにタワー支持ケーブル6を介して油圧駆動のブ
ーム起伏ドラム7によって垂直に起立される。ジブ5
は、ジブ支持ケーブル8、タワーポスト9、ポスト支持
ケーブル10を介してジブ起伏ドラム11に連結されて
いる。ジブ5の先端部から吊下されたフック12は、揚
重ケーブル13を介して揚重ドラム14に連結され、巻
上げ下げされる。ジブ5は組立形であり、同図に示すよ
うに下部ジブ15と上部ジブ16との間にエクステンシ
ョンジブ17を介装することによって全長を延長するこ
とができる。
2. Description of the Related Art A conventional tower crane will be described with reference to FIG. In the tower crane 1, a tower boom 4 is pivotally attached to an upper swing body 3 of a traveling machine body 2, and a jib 5 is pivotally attached to a tip end portion of the tower boom 4. The tower boom 4 is vertically erected by a hydraulically driven boom hoisting drum 7 via a tower support cable 6 as shown in FIG. Jib 5
Is connected to the jib undulating drum 11 via a jib support cable 8, a tower post 9, and a post support cable 10. The hook 12 hung from the tip of the jib 5 is connected to a lifting drum 14 via a lifting cable 13 and hoisted down. The jib 5 is an assembled type, and its entire length can be extended by interposing an extension jib 17 between the lower jib 15 and the upper jib 16 as shown in FIG.

【0003】タワークレーン1の最大作業半径はジブ5
の全長によって決定され、ジブ5の起立角度は重量バラ
ンスの制限によって80°〜82°が上限であるので最
小作業半径もジブ5の長さによって決定される。従っ
て、例えばエクステンションジブ17を装着した状態の
最小作業半径よりも旋回中心に近接した部位でクレーン
作業を行う場合は、ジブ5からエクステンションジブ1
7を取外す必要がある。また、標準長のジブをセットし
た状態から作業半径を拡大する場合はエクステンション
ジブ17を組付ける作業を要する。
The maximum working radius of the tower crane 1 is the jib 5
The upper limit of the standing angle of the jib 5 is 80 ° to 82 ° due to the weight balance limitation, and therefore the minimum working radius is also determined by the length of the jib 5. Therefore, for example, when the crane work is performed at a position closer to the turning center than the minimum working radius in the state where the extension jib 17 is mounted, the jib 5 to the extension jib 1
It is necessary to remove 7. Further, when the working radius is expanded from the state where the standard length jib is set, the work of assembling the extension jib 17 is required.

【0004】ジブ5の全長を変更する際は、ジブ5を垂
下させてタワーブーム4に固定し、タワーブーム4を巻
下げて地上に設置した架台にジブ5を載置する。そし
て、補助クレーンを用いてタワーブーム4からジブ5を
取外し、ジブ5を分解してエクステンションジブ17の
脱着を行い、再度ジブ5をタワーブーム4に取付けて作
業姿勢に復帰させる。
When changing the total length of the jib 5, the jib 5 is hung and fixed to the tower boom 4, and the tower boom 4 is hoisted down and the jib 5 is placed on a pedestal installed on the ground. Then, the auxiliary crane is used to remove the jib 5 from the tower boom 4, the jib 5 is disassembled, the extension jib 17 is attached and detached, and the jib 5 is attached to the tower boom 4 again to return to the working posture.

【0005】[0005]

【発明が解決しようとする課題】従来のタワークレーン
は、作業半径に応じてジブの組替作業が必要であり、組
替にエクステンションジブや補助クレーン等の機材を要
するとともに、多大な労力と時間がかかるという欠点が
ある。そこで、ジブの全長変更を容易に行えるようにし
て作業半径変更に係る労力及び作業時間を削減し、作業
能率を向上するために解決すべき技術的課題が生じてく
るのであり、本発明は上記課題を解決することを目的と
する。
The conventional tower crane requires a work of changing the jib according to the working radius, and requires equipment such as an extension jib and an auxiliary crane for changing the work, and requires a lot of labor and time. There is a drawback that it costs. Therefore, there is a technical problem to be solved in order to easily change the entire length of the jib to reduce the labor and the working time for changing the working radius and to improve the working efficiency. It aims to solve problems.

【0006】[0006]

【課題を解決するための手段】この発明は上記目的を達
成するために提案するものであり、タワークレーンのタ
ワーブームに枢着されるジブ装置に於て、前記タワーブ
ームに枢着される下部ジブに上部ジブを遊嵌して伸縮自
在とし、前記下部ジブと上部ジブに油圧アクチュエータ
等による伸縮駆動装置を介装するとともに、前記下部ジ
ブ並びに上部ジブにピン挿通孔を設け、少なくとも上部
ジブの最大伸長位置と最小収縮位置の2位置において上
部ジブのピン挿通孔と下部ジブのピン挿通孔が合致する
ように形成し、前記ピン挿通孔へ連結ピンを挿通して上
部ジブを固定できるようにしたことを特徴とするタワー
クレーンのジブ装置を提供するものである。
DISCLOSURE OF THE INVENTION The present invention is proposed in order to achieve the above-mentioned object, and in a jib device pivotally attached to a tower boom of a tower crane, a lower portion pivotally attached to the tower boom. The upper jib is loosely fitted to the jib so that it can be expanded and contracted, and an expansion and contraction drive device such as a hydraulic actuator is interposed in the lower jib and the upper jib, and pin insertion holes are provided in the lower jib and the upper jib, and at least the upper jib is provided. It is formed so that the pin insertion hole of the upper jib and the pin insertion hole of the lower jib match at two positions of the maximum extension position and the minimum contraction position, and the connecting pin can be inserted into the pin insertion hole to fix the upper jib. The present invention provides a jib device for a tower crane characterized by the above.

【0007】[0007]

【作用】この発明のジブ装置は、下部ジブに対して上部
ジブが摺動自在に係合されている。上部ジブと下部ジブ
とには油圧モータ等による伸縮駆動装置が介装され、上
部ジブを自在に伸縮できる。また、上部ジブと下部ジブ
にピン挿通孔を設け、少なくとも上部ジブの最大伸長位
置と最小収縮位置の2位置において上部ジブのピン挿通
孔と下部ジブのピン挿通孔が合致するように形成されて
おり、連結ピンによって上部ジブを固定することができ
る。伸縮駆動装置によって上部ジブを伸長或いは収縮
し、連結ピンにて固定することによりジブの全長変更が
迅速容易に行える。
In the jib device of the present invention, the upper jib is slidably engaged with the lower jib. An expansion / contraction drive device such as a hydraulic motor is interposed between the upper jib and the lower jib to allow the upper jib to freely expand and contract. In addition, the upper jib and the lower jib are provided with pin insertion holes, and the pin insertion hole of the upper jib and the pin insertion hole of the lower jib are aligned at least at two positions of the maximum extension position and the minimum contraction position of the upper jib. And the upper jib can be fixed by a connecting pin. By extending or contracting the upper jib by the telescopic drive and fixing it with the connecting pin, the total length of the jib can be changed quickly and easily.

【0008】[0008]

【実施例】以下、この発明の一実施例を図1乃至図4に
従って詳述する。尚、図5の従来例において使用した符
号と同一部分には同一符号を付すものとする。図1及び
図2はタワークレーン21を示し、図1は本発明のジブ
装置22を最も伸長した状態を示し、図2は最短状態を
示している。同図に示すように、走行機体2の上部旋回
体3にはタワーブーム4が枢着され、タワーブーム4の
先端部のタワーヘッド23とブームブライドル24とが
タワー支持ケーブル6によって連結されている。ブーム
ブライドル24と上部旋回体3に設けたブームベイル2
5との各シーブ(図示せず)に巻回したワイヤロープ2
6の一端は、ブームベイル支持フレーム27に止着し、
他端をブーム起伏ドラム7に止着してブーム起伏ドラム
7の回転によりタワーブーム4を起伏させる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to FIGS. The same parts as those used in the conventional example of FIG. 5 are designated by the same reference numerals. 1 and 2 show a tower crane 21, FIG. 1 shows the jib device 22 of the present invention in the most extended state, and FIG. 2 shows the shortest state. As shown in the figure, a tower boom 4 is pivotally attached to the upper swing body 3 of the traveling machine body 2, and a tower head 23 at the tip of the tower boom 4 and a boom bridle 24 are connected by a tower support cable 6. . Boom bail 2 provided on the boom bridle 24 and the upper swing body 3
Wire rope 2 wound around each sheave (not shown) with 5
One end of 6 is fixed to the boom bail support frame 27,
The other end is fixed to the boom hoisting drum 7 and the tower boom 4 is hoisted by the rotation of the boom hoisting drum 7.

【0009】ジブ装置22はタワーヘッド23に基部を
枢着し、ジブ装置22の先端部とタワーヘッド23上に
枢着したタワーポスト9とをジブ支持ケーブル8によっ
て連結し、タワーポスト9の後部とジブブライドル28
とをポスト支持ケーブル10によって連結している。ジ
ブブライドル28とジブベイル29との間に巻回したワ
イヤロープ30の一端は、上部旋回体3のフレームに止
着し、他端をジブ起伏ドラム11に止着してジブ起伏ド
ラム11の回転によりジブ装置22を起立或いは倒回さ
せる。ジブ装置22の先端部のシーブ31から吊下され
たフック32の揚重ケーブル13は、タワーヘッド23
のシーブ33を経由して上部旋回体3の揚重ドラム14
に止着されている。
The jib device 22 has a base portion pivotally attached to the tower head 23, and a tip end portion of the jib device 22 and a tower post 9 pivotally attached to the tower head 23 are connected by a jib support cable 8 to form a rear portion of the tower post 9. And jib bridle 28
And are connected by a post support cable 10. One end of the wire rope 30 wound between the jib bridle 28 and the jib bail 29 is fixed to the frame of the upper swing body 3 and the other end is fixed to the jib undulating drum 11 so that the jib undulating drum 11 rotates. The jib device 22 is raised or tilted. The lifting cable 13 of the hook 32 suspended from the sheave 31 at the tip of the jib device 22 is
The lifting drum 14 of the upper swing body 3 via the sheave 33 of
Is fastened to.

【0010】ジブ装置22はパイプトラス構造であり、
図3に示すように下部ジブ41に対して上部ジブ42が
摺動自在に遊嵌されている。下部ジブ41の基部近傍に
は一対のウインチ43,44を設け、一方の伸長用ウイ
ンチ43に係止したワイヤロープ45は、下部ジブ41
の前部のシーブ46にて方向変換され、上部ジブ42の
後部のシーブ47,48を経由して下部ジブ41の前端
部に止着されている。一方、収縮用ウインチ44に止着
したワイヤロープ49の他端部は上部ジブ42の前部に
止着され、一方のウインチ43又は44を巻上げると同
時に他方のウインチ43又は44を巻下げることによ
り、上部ジブ42を伸長或いは収縮させることができ
る。
The jib device 22 has a pipe truss structure,
As shown in FIG. 3, the upper jib 42 is slidably fitted in the lower jib 41. A pair of winches 43 and 44 are provided near the base of the lower jib 41, and the wire rope 45 locked to one of the extension winches 43 is attached to the lower jib 41.
The direction of the sheave 46 is changed by the sheave 46 at the front portion of the upper jib 42, and the sheave is fixed to the front end portion of the lower jib 41 via the sheaves 47 and 48 at the rear portion of the upper jib 42. On the other hand, the other end of the wire rope 49 fixed to the contracting winch 44 is fixed to the front part of the upper jib 42, and one winch 43 or 44 is wound up while the other winch 43 or 44 is wound down. Thereby, the upper jib 42 can be extended or contracted.

【0011】また、上部ジブ42の後端部にはジブ連結
ピン脱着装置50の油圧シリンダ51,52が左右方向
に配設されている。ジブ連結ピン脱着装置50は、図4
に示すように2本の油圧シリンダ51,52のボトム側
並びにロッド側を夫々連結するリンク53,54の上下
両端部に、夫々連結ピン55,55,55,55を枢着
している。連結ピン55,55,55,55の先端部
は、上部ジブ42のパイプフレーム(図示せず)に固着
した左右方向のガイドパイプ56,56,56,56に
挿入され、油圧シリンダ51,52を伸長すると連結ピ
ン55,55,55,55がガイドパイプ56,56,
56,56から外側へ突出する。
Further, hydraulic cylinders 51, 52 of a jib connecting pin attaching / detaching device 50 are arranged at the rear end of the upper jib 42 in the left-right direction. The jib connecting pin attaching / detaching device 50 is shown in FIG.
As shown in FIG. 5, connecting pins 55, 55, 55, 55 are pivotally attached to the upper and lower ends of links 53, 54 for connecting the bottom side and rod side of the two hydraulic cylinders 51, 52, respectively. The tip end portions of the connecting pins 55, 55, 55, 55 are inserted into the horizontal guide pipes 56, 56, 56, 56 fixed to the pipe frame (not shown) of the upper jib 42, and the hydraulic cylinders 51, 52 are connected. When extended, the connecting pins 55, 55, 55, 55 will guide the guide pipes 56, 56,
56, 56 protrudes outward.

【0012】下部ジブ41には連結ピン55,55,5
5,55が嵌合されるガイドパイプ57,57,57,
57を固着し、上部ジブ42のガイドパイプ56,5
6,56,56と下部ジブ41のガイドパイプ57,5
7,57,57の位置を合致させた後に、連結ピン5
5,55,55,55を図4中、上半部に示す収縮状態
から同図の下半部に示すように突出させて下部ジブ41
のガイドパイプ57,57,57,57へ挿入すること
により、上部ジブ42が固定される。
The lower jib 41 has connecting pins 55, 55, 5
Guide pipes 57, 57, 57 to which 5, 55 are fitted,
57, and the guide pipes 56, 5 of the upper jib 42.
6, 56, 56 and the guide pipes 57, 5 of the lower jib 41
After matching the positions of 7, 57, 57, connect pin 5
5, 55, 55, 55 are protruded from the contracted state shown in the upper half of FIG. 4 as shown in the lower half of FIG.
The upper jib 42 is fixed by inserting it into the guide pipes 57, 57, 57, 57.

【0013】図3に示すように、下部ジブ41のガイド
パイプ57,57,…は、後端部近傍と前端部近傍との
2個所に配設され、上部ジブ42を伸長位置または収縮
位置で確実に固定できる。当該ジブ装置22のタワーブ
ーム4への組付けは、一般のジブ組付けと同様にタワー
ブーム4を地上近傍まで倒回し、図3に示す状態から上
下反転してセットしたジブ装置22をタワーヘッド23
にピンにて結合し、タワーブーム4のキャッチ(図示せ
ず)にてジブ装置22を係止する。ジブ装置22を収縮
状態から伸長させる場合は、ジブ連結ピン脱着装置50
の油圧シリンダ51,52を収縮させて連結ピン55,
55,55,55を下部ジブ41のガイドパイプ57,
57,57,57から引抜き、伸長用ウインチ43を駆
動してワイヤロープ45を巻込むと同時に収縮用ウイン
チ44からワイヤロープ49を繰出して上部ジブ42を
前方へ押出す。上部ジブ42が下部ジブ41の先端部位
まで押出され、双方のガイドパイプ56,56,…,5
7,57,…が合致した位置で油圧シリンダ51,52
に圧力油を供給し、連結ピン55,55,55,55を
押出して上部ジブ42と下部ジブ41とをピン結合す
る。その後に、ジブ支持ケーブル8,8を上部ジブ42
に連結し、タワーブーム4を起立させて直立位置に達し
た後にジブキャッチを解除してジブ装置22を引起こ
し、図1に示す作業姿勢になる。
As shown in FIG. 3, the guide pipes 57, 57, ... Of the lower jib 41 are arranged at two positions near the rear end and near the front end, and the upper jib 42 is extended or contracted. Can be securely fixed. Assembling the jib device 22 to the tower boom 4 is performed by tilting the tower boom 4 to the vicinity of the ground similarly to general jib assembling, and turning the jib device 22 upside down from the state shown in FIG. 23
And the jib device 22 is locked by the catch (not shown) of the tower boom 4. When extending the jib device 22 from the contracted state, the jib connecting pin attaching / detaching device 50
Of the hydraulic cylinders 51, 52 of the connecting pin 55,
55, 55, 55 to the guide pipe 57 of the lower jib 41,
57, 57, 57 are pulled out, the extension winch 43 is driven to wind the wire rope 45, and at the same time, the wire rope 49 is paid out from the contraction winch 44 to push the upper jib 42 forward. The upper jib 42 is extruded to the tip portion of the lower jib 41, and both guide pipes 56, 56, ...
The hydraulic cylinders 51, 52 at the positions where 7, 57, ...
Is supplied with pressure oil, and the connecting pins 55, 55, 55, 55 are extruded to pin-connect the upper jib 42 and the lower jib 41. Then, attach the jib support cables 8, 8 to the upper jib 42.
, The tower boom 4 is erected to reach the upright position, and then the jib catch is released to raise the jib device 22, and the work posture shown in FIG. 1 is obtained.

【0014】ジブ装置22を収縮させる場合は、ジブ装
置22を倒回してジブキャッチにてタワーブーム4に固
定し、タワーブーム4を倒回して地上にセットした架台
上にジブ装置22を載置する。その後は、前述した手順
と同様にして連結ピン55,55,55,55の解除、
上部ジブ42の引込みを行い、収縮位置にて連結ピン5
5,55,55,55により固定する。そして、ジブ支
持ケーブル8を基本長のものに変換し、再度タワーブー
ム4を起立させて図2に示すように、小旋回半径に対応
できる作業姿勢となる。
When the jib device 22 is contracted, the jib device 22 is tilted and fixed to the tower boom 4 by a jib catch, and the tower boom 4 is tilted and the jib device 22 is placed on a stand set on the ground. To do. After that, release the connecting pins 55, 55, 55, 55 in the same manner as described above,
The upper jib 42 is retracted and the connecting pin 5 is retracted at the retracted position.
Fixed by 5,55,55,55. Then, the jib support cable 8 is converted into a cable having a basic length, and the tower boom 4 is erected again, so that the working posture can cope with a small turning radius as shown in FIG.

【0015】尚、本発明は、上記一実施例に限定される
べきものではなく、ジブの伸縮機構として油圧ウインチ
43,44に代えて油圧シリンダ等を使用してもよい。
また、下部ジブ41の前後方向中間部にもガイドパイプ
57,57,…を配設することにより、上部ジブ42の
固定位置を3段階以上とすることもでき、本発明がそれ
らの改変されたものに及ぶことは当然である。
The present invention should not be limited to the above-described embodiment, but hydraulic cylinders or the like may be used as the mechanism for extending and contracting the jib instead of the hydraulic winches 43 and 44.
Further, by disposing the guide pipes 57, 57, ... In the middle portion of the lower jib 41 in the front-rear direction, the fixing position of the upper jib 42 can be set in three or more stages, and the present invention has been modified. It goes without saying that it extends to things.

【0016】[0016]

【発明の効果】本発明のタワークレーンのジブ装置は、
上記一実施例において詳述したように伸縮できるので、
エクステンションジブを用いることなく小半径から大半
径まで広い作業半径に対応でき、エクステンションジブ
の輸送や保管に要する手間とコストが削減される。ま
た、ジブ装置をタワーブームから取外すことなくジブ長
を容易に変更できるから、従来のエクステンションジブ
の脱着作業に比較して、ジブ長の変更に要する労力が軽
減されるとともに、変更作業時間も短縮され、組替作業
用の補助クレーンも不要となって作業効率及びコスト効
率が著しく向上する等諸種の効果を発揮する。
The tower crane jib device of the present invention comprises:
Since it can be expanded and contracted as described in detail in the above one embodiment,
It can handle a wide working radius from a small radius to a large radius without using an extension jib, thus reducing the labor and cost required for transportation and storage of the extension jib. Also, the jib length can be easily changed without removing the jib device from the tower boom, so the labor required to change the jib length is reduced and the change work time is shortened compared to the conventional extension jib attachment / detachment work. Therefore, an auxiliary crane for reassembling work is not required, and work efficiency and cost efficiency are remarkably improved, and various effects are exhibited.

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

【図1】本発明のジブ装置を装着したタワークレーンを
示し、ジブ装置を伸長させた状態の側面図。
FIG. 1 is a side view showing a tower crane equipped with a jib device of the present invention, with the jib device extended.

【図2】図1に示すタワークレーンのジブ装置を収縮さ
せた状態の側面図。
FIG. 2 is a side view showing a state in which the jib device of the tower crane shown in FIG. 1 is contracted.

【図3】ジブ装置の解説図。FIG. 3 is an explanatory diagram of a jib device.

【図4】ジブ装置の連結ピン脱着装置を示す断面図であ
り、上半分は連結解除状態を示し、下半分は連結状態を
示す。
FIG. 4 is a cross-sectional view showing a connecting pin attaching / detaching device of the jib device, wherein an upper half shows a disconnected state and a lower half shows a connected state.

【図5】従来のタワークレーンの側面図。FIG. 5 is a side view of a conventional tower crane.

【符号の説明】[Explanation of symbols]

4 タワーブーム 21 タワークレーン 22 ジブ装置 41 下部ジブ 42 上部ジブ 43 伸長用ウインチ 44 収縮用ウインチ 45,49 ワイヤロープ 46,47,48 シーブ 50 ジブ連結ピン脱着装置 51,52 油圧シリンダ 53,54 リンク 55 連結ピン 56,57 ガイドパイプ 4 tower boom 21 tower crane 22 jib device 41 lower jib 42 upper jib 43 extension winch 44 contraction winch 45,49 wire rope 46,47,48 sheave 50 jib connecting pin attachment / detachment device 51,52 hydraulic cylinder 53,54 link 55 Connecting pin 56,57 Guide pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 タワークレーンのタワーブームに枢着さ
れるジブ装置に於て、前記タワーブームに枢着される下
部ジブに上部ジブを遊嵌して伸縮自在とし、前記下部ジ
ブと上部ジブに油圧アクチュエータ等による伸縮駆動装
置を介装するとともに、前記下部ジブ並びに上部ジブに
ピン挿通孔を設け、少なくとも上部ジブの最大伸長位置
と最小収縮位置の2位置において上部ジブのピン挿通孔
と下部ジブのピン挿通孔が合致するように形成し、前記
ピン挿通孔へ連結ピンを挿通して上部ジブを固定できる
ようにしたことを特徴とするタワークレーンのジブ装
置。
1. A jib device pivotally attached to a tower boom of a tower crane, wherein an upper jib is loosely fitted to a lower jib pivotally attached to the tower boom to allow extension and contraction, and the lower jib and the upper jib are attached. An expansion / contraction drive device such as a hydraulic actuator is provided, and pin insertion holes are provided in the lower jib and the upper jib, and at least two positions of the upper jib maximum extension position and minimum contraction position are provided. The jib device of a tower crane, wherein the pin insertion holes of the above are formed so as to coincide with each other, and the connecting pin is inserted into the pin insertion holes so that the upper jib can be fixed.
JP25871893A 1993-10-15 1993-10-15 Jib unit of tower crane Pending JPH07109091A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25871893A JPH07109091A (en) 1993-10-15 1993-10-15 Jib unit of tower crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25871893A JPH07109091A (en) 1993-10-15 1993-10-15 Jib unit of tower crane

Publications (1)

Publication Number Publication Date
JPH07109091A true JPH07109091A (en) 1995-04-25

Family

ID=17324131

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25871893A Pending JPH07109091A (en) 1993-10-15 1993-10-15 Jib unit of tower crane

Country Status (1)

Country Link
JP (1) JPH07109091A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103318783A (en) * 2013-06-24 2013-09-25 郑州新大方重工科技有限公司 Truss type telescopic boom and crane comprising truss type telescopic boom
JP2019529293A (en) * 2016-09-19 2019-10-17 グストエムエスシー・リソーシーズ・ベーフェー Variable length boom with locking system and method for operating a variable length boom of a crane

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103318783A (en) * 2013-06-24 2013-09-25 郑州新大方重工科技有限公司 Truss type telescopic boom and crane comprising truss type telescopic boom
JP2019529293A (en) * 2016-09-19 2019-10-17 グストエムエスシー・リソーシーズ・ベーフェー Variable length boom with locking system and method for operating a variable length boom of a crane
US11542130B2 (en) 2016-09-19 2023-01-03 Gustomsc B.V. Extendable boom with a locking system and method for operating an extendable boom of a crane

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