JPH0949333A - Field assembly device for tank roof reinforcement - Google Patents

Field assembly device for tank roof reinforcement

Info

Publication number
JPH0949333A
JPH0949333A JP20322195A JP20322195A JPH0949333A JP H0949333 A JPH0949333 A JP H0949333A JP 20322195 A JP20322195 A JP 20322195A JP 20322195 A JP20322195 A JP 20322195A JP H0949333 A JPH0949333 A JP H0949333A
Authority
JP
Japan
Prior art keywords
reinforcement
claw
travel
laterally
base machine
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
JP20322195A
Other languages
Japanese (ja)
Other versions
JP3021327B2 (en
Inventor
Nobuyuki Matsui
井 信 行 松
Tomoyuki Ogawa
河 知 之 小
Mitsuru Yokoyama
山 満 横
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP7203221A priority Critical patent/JP3021327B2/en
Publication of JPH0949333A publication Critical patent/JPH0949333A/en
Application granted granted Critical
Publication of JP3021327B2 publication Critical patent/JP3021327B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Load-Engaging Elements For Cranes (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To enhance workability and safety by gripping a reinforcement by opening and closing a claw of a reinforcement gripping device, turning, raising up-bringing down and raising-lowering the reinforcement gripping device by making a laterally traveling carriage laterally travel, and performing bar arrangement by opening the claw after the reinforcement is positioned. SOLUTION: A base machine 1 is made to travel, and a girder 2 is moved, and a laterally traveling carriage is made to travel to the base machine 1 side, and a claw is opened, and a central part of a reinforcement in a cartridge is held, and the claw is closed, and the reinforcement is gripped. Next, the laterally traveling carriage is made to laterally travel, and a reinforcement gripping device is turned, raised up- brought down and raised-lowered, and the reinforcement is positioned in a prescribed position, and the claw is opened, and the reinforcement is arranged in the prescribed position. Then, similar operation is repeated, and the reinforcement is assembled. When an obstacle exists on a domed roof B, the girder 2 is raised up and brought down by a raising-up and bringing-down wire 5, and interference is avoided. These works are all performed by operation of an operator in an operation room 7. Therefore, a construction work period can be shortened, and this can cope with a blast or the like by clamping the tip of the girder 2.

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、ドーム状のタンク
屋根を鉄筋コンクリートで構築するのに用いるタンク屋
根鉄筋現場組立装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tank roof reinforcing bar on-site assembly apparatus used for constructing a dome-shaped tank roof with reinforced concrete.

【0002】[0002]

【従来の技術】大型タンクの屋根は、従来、底板や側壁
がコンクリート製であっても、鋼製が多い。しかし、最
近はメンテナンスの容易さなどにより、鉄筋コンクリー
ト製屋根が出現し始めている。また、屋根形状は、自重
を支持する構造及び排水等からドーム状の形状が多い。
2. Description of the Related Art Conventionally, the roof of a large tank is often made of steel even if the bottom plate and side walls are made of concrete. However, recently, reinforced concrete roofs have begun to appear due to their ease of maintenance. Further, the roof shape is often a dome shape due to its structure for supporting its own weight, drainage, and the like.

【0003】この大型タンクの屋根は、自重を支保する
ことが大変困難であることから、屋根上に機械等の載架
は困難なので、現場における鉄筋組立作業は、1本づつ
人力作業で行っている。
Since it is very difficult to support the weight of the roof of this large tank, it is difficult to mount a machine or the like on the roof. Therefore, the reinforcing bar assembly work at the site must be done manually one by one. There is.

【0004】[0004]

【発明が解決しようとする課題】ドーム状屋根は、屋根
が側壁と接続する最外周部は、かなりの勾配をもつ断面
となり、作業員に危険である。また、屋根の下型枠(鉄
筋コンクリートの下側型枠であり、設置される鉄筋の支
承板)には荷重制限がある。
In the dome-shaped roof, the outermost peripheral portion where the roof is connected to the side wall has a cross section with a considerable slope, which is dangerous to workers. In addition, there is a load limit on the lower formwork of the roof (the lower formwork of reinforced concrete, which is the support plate of the installed reinforcing bar).

【0005】本発明は、安全性、作業性を向上するタン
ク屋根鉄筋現場組立装置を提供することを目的としてい
る。
It is an object of the present invention to provide a tank roof rebar field assembly apparatus which improves safety and workability.

【0006】[0006]

【課題を解決するための手段】本発明によれば、ドーム
状屋根の外周部に配置された自走式ベースマシンと、該
ベースマシンから前記ドーム状屋根の断面曲線に沿って
張り出され起伏自在なガータと、該ガータの下面に沿っ
て横行自在なハンドリング装置とからなり、該ハンドリ
ング装置は、横行台車と、該横行台車から垂設された伸
縮自在な伸縮マストと、該伸縮マストの下端に支持され
旋回装置で旋回されるアームの両端部にクランプ装置を
備えた鉄筋把持装置とを設けている。
According to the present invention, a self-propelled base machine arranged on the outer peripheral portion of a dome-shaped roof, and an undulation protruding from the base machine along a sectional curve of the dome-shaped roof. The garter comprises a free garter and a handling device that can traverse along the lower surface of the garter. The handling device includes a traverse carriage, a telescopic mast extending vertically from the traverse carriage, and a lower end of the telescopic mast. And a reinforcing bar gripping device equipped with a clamp device at both ends of an arm which is supported by and is swung by a swivel device.

【0007】上記のように構成されたタンク屋根鉄筋現
場組立装置においては、鉄筋把持装置で鉄筋を把持して
横行台車を横行し、鉄筋把持装置を旋回、起伏及び昇降
して鉄筋を所定位置に位置決めしたのち、爪を開いて鉄
筋を配筋する。
In the tank roof rebar on-site assembly apparatus configured as described above, the rebar gripping device grips the rebar and the traverse carriage is traversed. After positioning, open the claws and arrange the reinforcing bars.

【0008】[0008]

【発明の実施の形態】以下図面を参照して本発明の実施
例を説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.

【0009】図1及び図2において、大型タンクAのド
ーム状屋根Bの外周部には、環状の走行ベースCが設け
られている。その走行ベースC上には、ベースマシン1
が周回走行できるように配置されている。
In FIGS. 1 and 2, an annular traveling base C is provided on the outer periphery of the dome-shaped roof B of the large tank A. On the traveling base C, the base machine 1
Are arranged so that they can drive around.

【0010】このベースマシン1のタンクA側には、ド
ーム状屋根Bの断面形状に沿った円弧状のガータ2がピ
ン3により枢着され、マスト4にガイドされる起伏ワイ
ヤ5の伸縮により起伏されるようになっており、ベース
マシン1の他端には、カウンタウエイト6が設けられて
いる。そして、ガータ2の下面に沿って全体を符号10
で示すハンドリング装置が横行自在に設けられている。
なお、図中の符号7は運転室である。また、ベースマシ
ン1には、鉄筋を仮置きする図示しない鉄筋小運搬用カ
ートリッジが設けられている。
On the side of the tank A of the base machine 1, an arc-shaped garter 2 conforming to the cross-sectional shape of the dome-shaped roof B is pivotally attached by a pin 3 and is undulated by expansion and contraction of an undulating wire 5 guided by a mast 4. The counterweight 6 is provided at the other end of the base machine 1. Then, along the lower surface of the garter 2, the entire reference numeral 10
The handling device indicated by is provided so as to be traversable.
Reference numeral 7 in the drawing is a driver's cab. Further, the base machine 1 is provided with a small reinforcing rod carrying cartridge (not shown) for temporarily placing the reinforcing bar.

【0011】図3及び図4において、ハンドリング装置
10の横行台車11は、ガータ2の下梁2aを上下から
挟持する前後両端の一対のローラ12によりガータ2の
下梁2a、2aに支持され、図示しない走行装置により
横行されるようになっている。
3 and 4, the transverse carriage 11 of the handling device 10 is supported by the lower beams 2a, 2a of the garter 2 by a pair of front and rear rollers 12 that sandwich the lower beam 2a of the garter 2 from above and below, The vehicle is traversed by a traveling device (not shown).

【0012】その横行台車11の中央部からは、伸縮マ
スト13が垂設され、このマスト13の上部と横行台車
11との間には、起伏シリンダ14が介装されている。
そして、伸縮マスト13の下端には、旋回装置15によ
り全体を符号20で示す鉄筋把持装置が旋回自在に支持
されている。
A telescopic mast 13 is hung from the central portion of the transverse carriage 11, and an undulating cylinder 14 is interposed between the upper portion of the mast 13 and the transverse carriage 11.
At the lower end of the telescopic mast 13, a rebar gripping device, generally designated by 20, is rotatably supported by a turning device 15.

【0013】図5及び図6をも参照し、鉄筋把持装置2
0は、マスト13の下端に支持されたアーム21と、そ
のアーム21の両端部に間隔D(例えば2m程度)で立
設された全体を符号23で示すクランプ装置とからなっ
ている。
Referring also to FIGS. 5 and 6, the reinforcing bar gripping device 2
Reference numeral 0 denotes an arm 21 supported on the lower end of the mast 13 and a clamp device 23 generally standing at both ends of the arm 21 with a space D (for example, about 2 m).

【0014】そのクランプ装置23は、アーム21の端
面に突設された一対のピン部22に枢着されたベルクラ
ンク状の爪24、24と、その爪24に一端が枢着され
たリンク25と、作動端27にリンク25、25の他端
を枢着したシリンダ26と、シリンダ26の上端をアー
ム21に支持するブラケット28とからなっている。そ
して、シリンダ26を収縮すると、リンク25、25を
介して爪24、24が鎖線で示すように開かれ、シリン
ダ26を伸長すると、爪24、24が実線で示すように
閉じられるようになっている。
The clamp device 23 has bell crank-shaped pawls 24 and 24 pivotally mounted on a pair of pin portions 22 projecting from the end surface of the arm 21, and a link 25 whose one end is pivotally mounted to the pawl 24. A cylinder 26 in which the other ends of the links 25, 25 are pivotally attached to the operating end 27, and a bracket 28 for supporting the upper end of the cylinder 26 on the arm 21. When the cylinder 26 is contracted, the pawls 24, 24 are opened via the links 25, 25 as shown by the chain line, and when the cylinder 26 is extended, the pawls 24, 24 are closed as shown by the solid line. There is.

【0015】次に鉄筋組立ての態様を説明する。Next, a mode of assembling the reinforcing bar will be described.

【0016】先ず、ベースマシン1を走行し、ガータ2
を所定位置を含む位置に移動し、横行台車11をベース
マシン1側へ横行し、爪24、24を開いてカートリッ
ジに収められている鉄筋Eの中央部をくわえたのち、爪
24、24を閉じて鉄筋Eを把持する。次いで、横行台
車11を横行し、鉄筋把持装置20を旋回、起伏及び昇
降して鉄筋Eを所定位置に位置決めする。そこで、爪2
4、24を開いて鉄筋Eを所定位置に配筋したのち、前
述と同様の動作を繰返して鉄筋Eを組立てる。なお、ド
ーム状屋根B上に障害物がある場合は、起伏ワイヤ5に
よりガータ2を起伏して干渉を避ける。また、以上の作
業は、すべて運転室7内のオペレータの操作により行
う。
First, the base machine 1 is run and the garter 2 is run.
To a position including a predetermined position, the traverse carriage 11 is traversed toward the base machine 1 side, the pawls 24 and 24 are opened, and the central portion of the rebar E housed in the cartridge is held, and then the pawls 24 and 24 are Close and grasp the rebar E. Next, the traverse carriage 11 is traversed and the reinforcing bar gripping device 20 is swung, raised and lowered, and moved up and down to position the reinforcing bar E at a predetermined position. So nail 2
After opening 4 and 24 to arrange the reinforcing bar E at a predetermined position, the same operation as described above is repeated to assemble the reinforcing bar E. When there is an obstacle on the dome-shaped roof B, the garter 2 is undulated by the undulating wire 5 to avoid interference. All of the above work is performed by the operator in the cab 7.

【0017】[0017]

【発明の効果】本発明は、以上説明したように構成され
ているので、安全性、作業性を向上して施工期間を短縮
し、施工費の低減を図ることができる。
Since the present invention is configured as described above, it is possible to improve safety and workability, shorten the construction period, and reduce construction costs.

【0018】また、複数台の設置が可能であり、転用が
容易で、据付け、解体が容易であり、従来の親子クレー
ンに比べて軽量で、かつ、ガータ先端をクランプするこ
とにより暴風時対策が容易である。
Further, it is possible to install a plurality of units, is easy to divert, is easy to install and dismantle, is lighter than a conventional parent-child crane, and is a garter tip clamped to prevent storms. It's easy.

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

【図1】本発明の一実施例を示す正面図。FIG. 1 is a front view showing an embodiment of the present invention.

【図2】図1の側面図。FIG. 2 is a side view of FIG. 1;

【図3】ハンドリング装置を示す正面図。FIG. 3 is a front view showing a handling device.

【図4】図3の側面図。FIG. 4 is a side view of FIG. 3;

【図5】鉄筋把持装置を示す正面図。FIG. 5 is a front view showing a reinforcing bar gripping device.

【図6】図5の側面図。6 is a side view of FIG.

【符号の説明】[Explanation of symbols]

A・・・大型タンク B・・・ドーム状屋根 C・・・走行ベース D・・・間隔 E・・・鉄筋 1・・・ベースマシン 2・・・ガータ 3・・・ピン 4・・・マスト 5・・・起伏ワイヤ 6・・・カウンタウエイト 7・・・運転室 10・・・ハンドリング装置 11・・・横行台車 12・・・ローラ 13・・・伸縮マスト 14・・・起伏シリンダ 15・・・旋回装置 20・・・鉄筋把持装置 21・・・アーム 22・・・ピン部 23・・・クランプ装置 24・・・爪 25・・・リンク 26・・・シリンダ 27・・・作動端 28・・・ブラケット A ... Large tank B ... Dome roof C ... Traveling base D ... Interval E ... Reinforcing bar 1 ... Base machine 2 ... Garter 3 ... Pin 4 ... Mast 5 ... undulating wire 6 ... counterweight 7 ... driver's cab 10 ... handling device 11 ... traverse trolley 12 ... roller 13 ... telescopic mast 14 ... undulating cylinder 15 ... -Swivel device 20 ... Reinforcing bar gripping device 21 ... Arm 22 ... Pin part 23 ... Clamping device 24 ... Claw 25 ... Link 26 ... Cylinder 27 ... Operating end 28. ··bracket

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ドーム状屋根の外周部に配置された自走
式ベースマシンと、該ベースマシンから前記ドーム状屋
根の断面曲線に沿って張り出され起伏自在なガータと、
該ガータの下面に沿って横行自在なハンドリング装置と
からなり、該ハンドリング装置は、横行台車と、該横行
台車から垂設された伸縮自在な伸縮マストと、該伸縮マ
ストの下端に支持され旋回装置で旋回されるアームの両
端部にクランプ装置を備えた鉄筋把持装置とを設けてい
ることを特徴とするタンク屋根鉄筋現場組立装置。
1. A self-propelled base machine arranged on an outer peripheral portion of a dome-shaped roof, and a garter which is erected from the base machine along a sectional curve of the dome-shaped roof and which can be undulated.
A handling device that can traverse along the lower surface of the garter, and the handling device includes a traverse carriage, a telescopic mast extending vertically from the traverse carriage, and a turning device supported at the lower end of the telescopic mast. A tank roof rebar on-site assembly apparatus, characterized in that a rebar gripping device equipped with a clamp device is provided at both ends of an arm swiveled by.
JP7203221A 1995-08-09 1995-08-09 Tank roof rebar on-site assembly equipment Expired - Fee Related JP3021327B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7203221A JP3021327B2 (en) 1995-08-09 1995-08-09 Tank roof rebar on-site assembly equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7203221A JP3021327B2 (en) 1995-08-09 1995-08-09 Tank roof rebar on-site assembly equipment

Publications (2)

Publication Number Publication Date
JPH0949333A true JPH0949333A (en) 1997-02-18
JP3021327B2 JP3021327B2 (en) 2000-03-15

Family

ID=16470470

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7203221A Expired - Fee Related JP3021327B2 (en) 1995-08-09 1995-08-09 Tank roof rebar on-site assembly equipment

Country Status (1)

Country Link
JP (1) JP3021327B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107013044A (en) * 2016-01-27 2017-08-04 万达商业规划研究院有限公司 The modularization installation method of lighting roof and the lowering or hoisting gear for installing lighting roof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107013044A (en) * 2016-01-27 2017-08-04 万达商业规划研究院有限公司 The modularization installation method of lighting roof and the lowering or hoisting gear for installing lighting roof

Also Published As

Publication number Publication date
JP3021327B2 (en) 2000-03-15

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