JPH08218620A - Scaffold device for constructing towerlike structure - Google Patents

Scaffold device for constructing towerlike structure

Info

Publication number
JPH08218620A
JPH08218620A JP2821395A JP2821395A JPH08218620A JP H08218620 A JPH08218620 A JP H08218620A JP 2821395 A JP2821395 A JP 2821395A JP 2821395 A JP2821395 A JP 2821395A JP H08218620 A JPH08218620 A JP H08218620A
Authority
JP
Japan
Prior art keywords
mast
landing
mast block
block
skeleton
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
JP2821395A
Other languages
Japanese (ja)
Inventor
Shigeru Okano
茂 岡野
Toshinori Fukumoto
敏則 福本
Takaomi Hirabe
貴臣 平部
Setsuo Matsushima
節郎 松嶋
Kazuyoshi Yamamoto
一良 山本
Akinari Watanabe
昭成 渡辺
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.)
Matsushima Kogyo KK
IHI Corp
IHI Transport Machinery Co Ltd
Original Assignee
Matsushima Kogyo KK
IHI Corp
Ishikawajima Transport 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 Matsushima Kogyo KK, IHI Corp, Ishikawajima Transport Machinery Co Ltd filed Critical Matsushima Kogyo KK
Priority to JP2821395A priority Critical patent/JPH08218620A/en
Publication of JPH08218620A publication Critical patent/JPH08218620A/en
Pending legal-status Critical Current

Links

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  • Movable Scaffolding (AREA)

Abstract

PURPOSE: To sharply reduce the burden of workers and improve the work efficiency when a scaffold is assembled and demolished for the skeleton forming work. CONSTITUTION: Mast blocks 8a forming a mast 8 are supported and erected, the mask blocks 8a are connected in sequence from the lower end side, and an extractable mast block lift device 9 is installed nearly at the center section of a tower-like structure 1 such as a chimney to be constructed on the foundation surface. A mast block carry-in/out device 12 travelable along a guide rail 10 between the outside and inside of the skeleton 2 of the tower-like structure 1 and capable of carrying-in/out the mast blocks 8a to the lower section of the mast block lift device 9 via a carry-in/out port, 11 at the lower section of the skeleton 2 is arranged. A landing device 13 having a moving landing 19 liftably arranged between an upper fixed landing 17 and a lower fixed landing is provided at the upper section of the mast 8 erected by the mast block lift device 9.

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、煙突等の塔状構造物を
建設する際に使用される塔状構造物建設用足場装置に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffolding device for constructing a tower structure used for constructing a tower structure such as a chimney.

【0002】[0002]

【従来の技術】一般に、煙突等の塔状構造物を建設する
際には、図3に示される如く、塔状構造物1の躯体2形
成用に複数段の型枠3を組み、その中にコンクリートを
流し込んで凝固させた後、型枠3を順次取り外し、一ブ
ロックずつ順次積み重ねて行く形で躯体2形成作業が進
められるが、これと同時に躯体2形成作業を行うための
足場4を組み上げて踊場5を形成して行く作業も並行し
て進められる。
2. Description of the Related Art Generally, when constructing a tower-like structure such as a chimney, as shown in FIG. 3, a plurality of stages of formwork 3 are assembled to form a skeleton 2 of the tower-like structure 1, and After the concrete is poured into and solidified, the formwork 3 is sequentially removed and the building blocks 2 are formed by sequentially stacking them one block at a time. At the same time, the scaffolding 4 for forming the building blocks 2 is assembled. Work to form the landing 5 will be carried out in parallel.

【0003】尚、図中、6は躯体2の外側の型枠3を取
り外すためにチェーン6aにより最上段の型枠3から吊
り下げられる吊り足場、7は吊り足場6に降りるための
梯子であり、外側の型枠3は、最上段の型枠3から吊り
足場6を吊り下げ且つ梯子7を降ろし、作業員が梯子7
から吊り足場6に降りて取り外し作業が行われる。
In the figure, 6 is a suspension scaffold suspended from the uppermost form 3 by a chain 6a for removing the form 3 outside the frame 2, and 7 is a ladder for descending to the suspension scaffold 6. , The outer formwork 3 hangs the suspension scaffolding 6 and lowers the ladder 7 from the uppermost formwork 3, and the worker makes the ladder 7
Then, the operator dismounts from the suspended scaffolding 6 and the removal work is performed.

【0004】又、躯体2完成後には、組み上げた足場4
と踊場5を上部から順次解体し、地上へ降ろして回収す
るようにしている。
After the body 2 is completed, the assembled scaffold 4
The landing site 5 is dismantled from the top, and it is put down on the ground and collected.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、前述の
如く、躯体2形成作業と同時に足場4を組み上げ踊場5
を形成して行くのでは、作業が進むにつれて、高所へ型
枠3や足場4並びに踊場5の構成部材を運搬する必要が
あり、作業員の負担が増大すると共に、作業効率も低下
し、又、躯体2完成後に組み上げた足場4と踊場5を上
部から順次解体し、地上へ降ろして回収する作業につい
ても、手間と時間がかかるという欠点を有していた。
However, as described above, the scaffold 4 is assembled and the landing 5 is formed at the same time as the work for forming the body 2 is completed.
As the work progresses, it is necessary to transport the components of the formwork 3, scaffold 4, and landing 5 to higher places as the work progresses, which increases the burden on the worker and reduces the work efficiency. In addition, the scaffold 4 and the landing 5 assembled after the completion of the skeleton 2 are disassembled sequentially from the upper part, and the work of lowering them to the ground and collecting them also has a drawback that it takes time and effort.

【0006】本発明は、斯かる実情に鑑み、躯体形成作
業のための足場の組み上げ並びに解体時における作業員
の負担を大幅に軽減し得、作業効率向上を図り得る塔状
構造物建設用足場装置を提供しようとするものである。
[0006] In view of the above situation, the present invention can significantly reduce the burden on a worker at the time of assembling and dismantling a scaffold for the work of forming a structure, and can improve the work efficiency by improving the work efficiency of the tower structure. It is intended to provide a device.

【0007】[0007]

【課題を解決するための手段】本発明は、基礎面上に設
置され、マストを構成するマストブロックを支持上昇せ
しめて下端側から順次マストブロックを継ぎ足し、引き
抜き可能なマストブロック昇降装置と、前記マストブロ
ックをマストブロック昇降装置の下部へ搬入出可能なマ
ストブロック搬入出装置と、前記マストブロック昇降装
置により立設されるマストの上端に固定される上部固定
踊場と、該上部固定踊場の下方に所要間隔を開けて固定
される下部固定踊場と、前記上部固定踊場と下部固定踊
場との間に昇降可能に配設される移動踊場とを有する踊
場装置とを備えたことを特徴とするものである。
According to the present invention, there is provided a mast block elevating device which is installed on a foundation surface and supports and elevates a mast block which constitutes a mast to successively add the mast blocks from the lower end side and which can be pulled out. A mast block loading / unloading device capable of loading / unloading the mast block to the lower part of the mast block lifting device, an upper fixed landing fixed to the upper end of the mast standing by the mast block lifting device, and a lower part of the upper fixed landing. A landing apparatus having a lower fixed landing fixed at a required interval and a moving landing arranged vertically movable between the upper fixed landing and the lower fixed landing. is there.

【0008】[0008]

【作用】従って、基礎面上にマストブロック昇降装置を
設置すると共に、マストブロック搬入出装置を塔状構造
物の躯体の外部と内部との間で移動可能となるよう配設
した状態で、型枠を組み、該型枠内にコンクリートを流
し込んで凝固させた後、型枠を取り外し、一ブロックず
つ順次積み重ねて行く形で躯体形成作業が進められる。
Therefore, the mast block elevating device is installed on the foundation surface, and the mast block loading / unloading device is arranged so as to be movable between the outside and the inside of the tower structure structure. After the frame is assembled and concrete is poured into the frame to solidify it, the frame is removed and the blocks are sequentially stacked one by one, and the skeleton forming work is carried out.

【0009】前記躯体の高さが高くなり、足場を必要と
したら、前記マストブロック搬入出装置によりマストブ
ロック昇降装置へマストブロックを搬入し、該マストブ
ロック昇降装置によりマストブロックを支持上昇せしめ
て下端側から順次マストブロックを継ぎ足し、マストブ
ロック昇降装置の上方に所要本数のマストブロックが突
出したら、継ぎ足されたマストの上端に上部固定踊場を
固定し、該上部固定踊場の下方に所要間隔を開けて下部
固定踊場を固定し、前記上部固定踊場と下部固定踊場と
の間に移動踊場を昇降可能に配設して踊場装置を形成
し、該踊場装置を利用して移動踊場の昇降範囲内におい
て複数段の型枠を組み、該型枠内にコンクリートを流し
込んで凝固させる。
When the height of the skeleton becomes high and a scaffold is required, the mast block is carried into the mast block lifting device by the mast block loading / unloading device, and the mast block is supported and lifted by the mast block lifting device to lower the lower end. When the required number of mast blocks protrude above the mast block lifting device, fix the upper fixed landing on the upper end of the added mast, and open the required space below the upper fixed landing. A lower fixed landing is fixed, and a moving landing is formed between the upper fixed landing and the lower fixed landing so as to be able to move up and down to form a landing gear device. A step form is assembled, and concrete is poured into the form to solidify.

【0010】コンクリートが凝固したら、最下段の型枠
を取り外し、取り外した型枠を移動踊場に載せ、この状
態で、前述と同様にマストブロック昇降装置とマストブ
ロック搬入出装置によりマストブロックを継ぎ足して踊
場装置をマストブロック一個分上昇せしめると共に、移
動踊場を上限位置まで上昇させ、前記取り外した型枠を
最上段の型枠上に組み付けた後、上部固定踊場から前記
型枠内にコンクリートを流し込んで凝固させ、コンクリ
ートが凝固したら、移動踊場を下限位置まで下降せし
め、最下段の型枠を取り外し、以下、前述と同様の操作
を繰り返し行うことにより、塔状構造物の躯体の形成作
業が進められて行く。
When the concrete is solidified, the bottom formwork is removed, the removed formwork is placed on the moving landing, and in this state, the mast block is replenished by the mast block lifting device and the mast block loading / unloading device as described above. While raising the landing gear by one mast block, raise the moving landing to the upper limit position, assemble the removed formwork on the uppermost formwork, and then pour concrete into the formwork from the upper fixed landing. When solidified and the concrete is solidified, lower the moving landing to the lower limit position, remove the bottom formwork, and repeat the same operation as above to proceed with the formation work of the skeleton of the tower structure. Go.

【0011】前記塔状構造物の躯体が完成したら、前述
のマストブロックの継ぎ足しと逆の操作、即ち、マスト
ブロック昇降装置によりマスト全体を所要量上昇せし
め、最下段のマストブロックの下側にマストブロック搬
入出装置を送り込み、該マストブロック搬入出装置上に
マストを載置し、この状態から前記マストブロック昇降
装置により下から二段目のマストブロックを所要量上昇
せしめ、前記最下段のマストブロックをマストブロック
搬入出装置により躯体の外部へ搬出し、以下、同様にマ
ストブロックを下端側から順次引き抜いて行く形で搬出
作業が進められる。
When the skeleton of the tower-like structure is completed, the operation is the reverse of the above-mentioned mast block addition, that is, the mast block elevating device raises the entire mast by the required amount, and the mast block is placed below the mast block at the bottom. The block loading / unloading device is fed in, the mast is placed on the mast block loading / unloading device, and the mast block of the second stage from the bottom is raised by the required amount by the mast block lifting device from this state, and the mast block of the bottom stage Is carried out to the outside of the skeleton by the mast block carrying-in / carrying-out device, and thereafter, the carrying-out work is advanced in the same manner in which the mast block is sequentially pulled out from the lower end side.

【0012】前記マストブロックの搬出作業が進めら
れ、踊場装置がマストブロック昇降装置上の低い位置ま
で下降したら、踊場装置の上部固定踊場と移動踊場と下
部固定踊場を解体して躯体の外部へ搬出した後、残りの
マストブロックを前述と同様に躯体の外部へ搬出し、更
にマストブロック昇降装置を解体して躯体の外部へ搬出
する。
When the work of unloading the mast block is advanced and the landing gear is lowered to a lower position on the mast block elevating device, the upper fixed landing, the moving landing and the lower fixed landing of the landing gear are disassembled and carried out to the outside of the body. After that, the remaining mast block is carried out to the outside of the skeleton in the same manner as described above, and the mast block lifting device is disassembled and carried to the outside of the skeleton.

【0013】[0013]

【実施例】以下、本発明の実施例を図面を参照しつつ説
明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0014】図1及び図2は本発明の一実施例であっ
て、図中、図3と同一の符号を付した部分は同一物を表
わしており、基礎面上に建設される煙突等の塔状構造物
1の略中心部に、マスト8を構成するマストブロック8
aを支持上昇せしめて下端側から順次マストブロック8
aを継ぎ足し、引き抜き可能なマストブロック昇降装置
9を設置すると共に、前記塔状構造物1の躯体2の外部
と内部との間をガイドレール10に沿って走行可能で且
つ前記マストブロック8aを躯体2下部の搬入出口11
を介してマストブロック昇降装置9の下部へ搬入出可能
なマストブロック搬入出装置12を配設し、前記マスト
ブロック昇降装置9によって立設されるマスト8の上部
に、踊場装置13を設ける。
1 and 2 show an embodiment of the present invention. In the drawings, the parts designated by the same reference numerals as those in FIG. 3 represent the same parts, such as a chimney constructed on a foundation surface. A mast block 8 that constitutes a mast 8 at approximately the center of the tower-shaped structure 1.
The mast block 8 is supported and raised in order from the lower end side.
The mast block elevating device 9 which is replenished with a and can be pulled out is installed, and it is possible to travel along the guide rail 10 between the outside and the inside of the body 2 of the tower-shaped structure 1 and the mast block 8a is the body. 2 Lower entrance / exit 11
A mast block loading / unloading device 12 that can be loaded and unloaded to and from the mast block elevating device 9 is disposed via the mast block elevating device 9, and a landing device 13 is provided above the mast 8 that is erected by the mast block elevating device 9.

【0015】前記マストブロック昇降装置9は、基礎面
上に立設される本体フレーム14に、縦方向へ延びるシ
リンダ15を配設すると共に、該シリンダ15のロッド
15a先端部に、本体フレーム14に沿って昇降自在で
且つ図示していないカンヌキの挿脱によりマストブロッ
ク8aを支持可能な昇降フレーム16を取り付けてなる
構成を有している。
In the mast block elevating device 9, a cylinder 15 extending in the longitudinal direction is provided on a body frame 14 which is erected on the foundation surface, and the body frame 14 is attached to the tip of the rod 15a of the cylinder 15. It has a structure in which an elevating frame 16 is attached which is capable of elevating and lowering along and can support the mast block 8a by inserting and removing an unillustrated dogwood.

【0016】又、前記踊場装置13は、前記マストブロ
ック昇降装置9によって立設されるマスト8の上端に、
上部固定踊場17を固定し、該上部固定踊場17の下方
に所要間隔を開けて下部固定踊場18を固定し、前記上
部固定踊場17と下部固定踊場18との間に移動踊場1
9を電動ホイスト等の踊場昇降装置20の駆動により昇
降可能に配設してなる構成を有している。
Further, the landing gear device 13 is provided at the upper end of the mast 8 erected by the mast block elevating device 9.
The upper fixed landing 17 is fixed, the lower fixed landing 18 is fixed below the upper fixed landing 17 with a required space, and the moving landing 1 is provided between the upper fixed landing 17 and the lower fixed landing 18.
9 is arranged so that it can be lifted and lowered by driving a landing gear lifting device 20 such as an electric hoist.

【0017】尚、図中、21は下部固定踊場18の外周
縁部を躯体2の内周面に固定するための固定ジャッキで
ある。
In the figure, reference numeral 21 is a fixing jack for fixing the outer peripheral edge of the lower fixed landing 18 to the inner peripheral surface of the frame 2.

【0018】次に、上記実施例の作動を説明する。Next, the operation of the above embodiment will be described.

【0019】先ず、基礎面上において、これから建設し
ようとする煙突等の塔状構造物1の略中心部に、クレー
ン等を用いマストブロック昇降装置9を設置すると共
に、マストブロック搬入出装置12を前記塔状構造物1
の躯体2の外部と内部との間でガイドレール10に沿っ
て移動可能となるよう配設した状態で、型枠3を組み、
該型枠3内にコンクリートを流し込んで凝固させた後、
型枠3を取り外し、一ブロックずつ順次積み重ねて行く
形で躯体2形成作業が進められる。
First, on the foundation surface, a mast block elevating / lowering device 9 is installed by using a crane or the like, and a mast block loading / unloading device 12 is installed at a substantially central portion of a tower-like structure 1 such as a chimney to be constructed. The tower structure 1
The mold 3 is assembled in a state in which it is arranged so as to be movable along the guide rail 10 between the outside and the inside of the body 2 of
After pouring concrete into the mold 3 to solidify it,
The work of forming the skeleton 2 is proceeded by removing the formwork 3 and sequentially stacking the blocks one by one.

【0020】前記躯体2の高さが高くなり、足場を必要
としたら、前記マストブロック搬入出装置12によりマ
ストブロック昇降装置9へマストブロック8aを搬入
し、シリンダ15を伸長せしめて昇降フレーム16を下
降させ、該昇降フレーム16に図示していないカンヌキ
を用いて前記マストブロック8aを支持せしめた状態
で、前記シリンダ15を収縮させ前記マストブロック8
aを上昇せしめる。
When the height of the skeleton 2 becomes high and a scaffold is required, the mast block 8a is carried into the mast block lifting device 9 by the mast block loading / unloading device 12, and the cylinder 15 is extended to lift the lifting frame 16. In the state where the mast block 8a is supported by the lift frame 16 by using an unillustrated lifter frame 16, the cylinder 15 is contracted and the mast block 8 is contracted.
Raise a.

【0021】前記マストブロック8aを上昇させたら、
前記マストブロック搬入出装置12を躯体2の外部へ移
動させ次のマストブロック8aを、マストブロック昇降
装置9によって引き上げられたマストブロック8aの下
部へ搬入し、該上側のマストブロック8aをシリンダ1
5の駆動により所要量だけ下降せしめて下側のマストブ
ロック8a上に載置し且つピン等により連結した後、前
記カンヌキを引き抜いて昇降フレーム16をシリンダ1
5の伸長により下側のマストブロック8a下部へ下降せ
しめ、以下、前述と同様の操作を繰り返し行うことによ
り、下端側から順次マストブロック8aが継ぎ足されて
行く。
After raising the mast block 8a,
The mast block loading / unloading device 12 is moved to the outside of the skeleton 2, and the next mast block 8a is loaded into the lower part of the mast block 8a pulled up by the mast block lifting device 9, and the upper mast block 8a is moved to the cylinder 1
After being lowered by a required amount by driving 5 and placed on the lower mast block 8a and connected by a pin or the like, the hook is pulled out to move the lifting frame 16 to the cylinder 1
5 is extended to the lower part of the lower mast block 8a, and by repeating the same operation as described above, the mast blocks 8a are successively added from the lower end side.

【0022】前記マストブロック8aが継ぎ足され、マ
ストブロック昇降装置9の本体フレーム14の上方に所
要本数のマストブロック8aが突出したら、継ぎ足され
たマスト8の上端に上部固定踊場17を固定し、該上部
固定踊場17の下方に所要間隔を開けて下部固定踊場1
8を固定し、前記上部固定踊場17と下部固定踊場18
との間に移動踊場19を電動ホイスト等の踊場昇降装置
20の駆動により昇降可能に配設して踊場装置13を形
成し、該踊場装置13を利用して図1に示す如く、型枠
3を組み、該型枠3内にコンクリートを流し込んで凝固
させる。
When the mast blocks 8a are replenished and the required number of mast blocks 8a project above the main body frame 14 of the mast block lifting device 9, the upper fixed landing 17 is fixed to the upper end of the replenished masts 8. Lower fixed landing 1 with a required space below the upper fixed landing 17
8 fixed, the upper fixed landing 17 and the lower fixed landing 18
A movable landing hall 19 is arranged between the and the landing gear so that it can be raised and lowered by driving a landing gear lifting device 20 such as an electric hoist to form a landing gear device 13, and the landing gear device 13 is used to form the mold 3 as shown in FIG. Then, concrete is poured into the mold 3 and solidified.

【0023】図1及び図2(イ)に示す状態からコンク
リートが凝固したら、三段あるうちの最下段の型枠3を
取り外す。尚、外側の最下段の型枠3については、従来
と同様、最上段の型枠3から吊り足場6を吊り下げ且つ
梯子7を降ろし、作業員が梯子7から吊り足場6に降り
て取り外し作業が行われる。
When the concrete is solidified from the state shown in FIGS. 1 and 2 (a), the lowermost form 3 of the three stages is removed. As for the outermost lower mold 3, the hanging scaffold 6 is suspended from the uppermost mold 3 and the ladder 7 is lowered as in the conventional case, and the worker descends from the ladder 7 to the suspending scaffold 6 to perform the removal work. Is done.

【0024】前記最下段の内側の型枠3を取り外した
ら、その取り外した型枠3を移動踊場19に載せ、固定
ジャッキ21を外し、この状態で、前述と同様にマスト
ブロック8aを継ぎ足して図2(ロ)の如く踊場装置1
3をマストブロック8a一個分上昇せしめ、固定ジャッ
キ21を張り出して下部固定踊場18を固定すると共
に、移動踊場19を上限位置まで上昇させ、前記取り外
した型枠3を最上段の型枠3上に組み付けた後、最上段
のマストブロック8aに設けられた梯子(図示せず)を
使って上部固定踊場17上に上がり、該上部固定踊場1
7から前記型枠3内にコンクリートを流し込んで凝固さ
せる。
After removing the inner mold 3 of the lowermost stage, the removed mold 3 is placed on the moving landing 19, the fixing jack 21 is removed, and in this state, the mast block 8a is added as in the above description. Landing gear 1 as shown in 2 (b)
3 is lifted by one mast block 8a, the fixed jack 21 is extended to fix the lower fixed landing 18, and the moving landing 19 is raised to the upper limit position, and the removed form 3 is placed on the uppermost form 3. After the assembling, a ladder (not shown) provided on the uppermost mast block 8a is used to go up onto the upper fixed landing 17 and the upper fixed landing 1
Concrete is poured into the mold 3 from 7 to solidify.

【0025】コンクリートが凝固したら、図2(ハ)に
示す如く、移動踊場19を下限位置まで下降せしめ、三
段あるうちの最下段の型枠3を取り外し、以下、前述と
同様の操作を繰り返し行うことにより、塔状構造物1の
躯体2の形成作業が進められて行く。
When the concrete is solidified, as shown in FIG. 2C, the moving landing 19 is lowered to the lower limit position, the lowermost form 3 among the three stages is removed, and the same operation as described above is repeated. By doing so, the work of forming the skeleton 2 of the tower-shaped structure 1 proceeds.

【0026】前記塔状構造物1の躯体2が完成したら、
前述のマストブロック8aの継ぎ足しと逆の操作、即
ち、マストブロック昇降装置9のシリンダ15を伸長せ
しめて昇降フレーム16を最下段のマストブロック8a
下部に位置させ、昇降フレーム16に図示していないカ
ンヌキを用いて前記マストブロック8aを支持せしめた
状態で、シリンダ15を所要量収縮させて昇降フレーム
16と一緒にマスト8全体を所要量上昇せしめ、最下段
のマストブロック8aの下側にマストブロック搬入出装
置12を送り込み、前記シリンダ15を所要量伸長させ
てマストブロック搬入出装置12上にマスト8を載置
し、この状態から前記カンヌキを外し、シリンダ15を
収縮せしめて昇降フレーム16を下から二段目のマスト
ブロック8a下部に位置せしめ、昇降フレーム16に前
記カンヌキを用いて前記下から二段目のマストブロック
8aを支持せしめた状態で、該マストブロック8aと最
下段のマストブロック8aを連結しているピン等を取り
外して両者の連結を解除した後、前記シリンダ15を更
に所要量収縮させ前記下から二段目のマストブロック8
aを上昇せしめ、前記最下段のマストブロック8aをマ
ストブロック搬入出装置12により躯体2の外部へ搬出
し、以下、同様にマストブロック8aを下端側から順次
引き抜いて行く形で搬出作業が進められる。
When the skeleton 2 of the tower-shaped structure 1 is completed,
The operation opposite to the above-described addition of the mast block 8a, that is, the cylinder 15 of the mast block elevating device 9 is extended to move the elevating frame 16 to the lowermost mast block 8a.
With the mast block 8a being supported by the lift frame 16 using a hook (not shown) on the lower frame, the cylinder 15 is contracted by a required amount to raise the mast 8 together with the elevator frame 16 by a required amount. , The mast block loading / unloading device 12 is fed to the lower side of the mast block 8a in the lowermost stage, the cylinder 15 is extended by a required amount, and the mast 8 is placed on the mast block loading / unloading device 12. A state in which the cylinder 15 is contracted to position the elevating frame 16 below the second mast block 8a from the bottom, and the elevating frame 16 supports the second mast block 8a from the bottom by using the Kanuki. Then, remove the pin or the like connecting the mast block 8a and the lowermost mast block 8a to connect them. After dividing, the further from the lower to the requirements contracted cylinder 15 of the second stage mast block 8
a is raised, the lowermost mast block 8a is carried out to the outside of the skeleton 2 by the mast block loading / unloading device 12, and then the mast block 8a is similarly pulled out sequentially from the lower end side to carry out the work. .

【0027】前記マストブロック8aの搬出作業が進め
られ、踊場装置13がマストブロック昇降装置9の本体
フレーム14上の低い位置まで下降したら、踊場装置1
3の上部固定踊場17と移動踊場19と下部固定踊場1
8を解体して躯体2の外部へ搬出した後、残りのマスト
ブロック8aを前述と同様に躯体2の外部へ搬出し、更
にマストブロック昇降装置9を解体して躯体2の外部へ
搬出する。
When the unloading work of the mast block 8a is advanced and the landing gear device 13 is lowered to a lower position on the body frame 14 of the mast block lifting device 9, the landing gear device 1
3 Upper fixed landing 17, moving landing 19 and lower fixed landing 1
After disassembling 8 and carrying out to the outside of the skeleton 2, the remaining mast block 8a is carried to the outside of the skeleton 2 in the same manner as described above, and the mast block lifting device 9 is disassembled and carried to the outside of the skeleton 2.

【0028】こうして、躯体2形成作業のための足場の
組み上げ並びに解体時における作業員の負担を大幅に軽
減し得、作業効率向上を図り得る。
In this way, the burden on the worker during the assembling and disassembling of the scaffold for the work of forming the skeleton 2 can be significantly reduced, and the work efficiency can be improved.

【0029】尚、本発明の塔状構造物建設用足場装置
は、上述の実施例にのみ限定されるものではなく、本発
明の要旨を逸脱しない範囲内において種々変更を加え得
ることは勿論である。
The scaffolding device for constructing a tower-like structure according to the present invention is not limited to the above-mentioned embodiments, and it goes without saying that various modifications can be made without departing from the gist of the present invention. is there.

【0030】[0030]

【発明の効果】以上、説明したように本発明の塔状構造
物建設用足場装置によれば、躯体形成作業のための足場
の組み上げ並びに解体時における作業員の負担を大幅に
軽減し得、作業効率向上を図り得るという優れた効果を
奏し得る。
As described above, according to the scaffolding apparatus for constructing a tower-like structure of the present invention, it is possible to remarkably reduce the burden on a worker at the time of assembling and disassembling the scaffolding for building a structure, An excellent effect that work efficiency can be improved can be obtained.

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

【図1】本発明の一実施例の側断面図である。FIG. 1 is a side sectional view of an embodiment of the present invention.

【図2】本発明の一実施例における躯体形成作業工程を
表わす側断面図である。
FIG. 2 is a side sectional view showing a skeleton forming work step in one embodiment of the present invention.

【図3】従来例の側断面図である。FIG. 3 is a side sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1 塔状構造物 2 躯体 3 型枠 8 マスト 8a マストブロック 9 マストブロック昇降装置 12 マストブロック搬入出装置 13 踊場装置 17 上部固定踊場 18 下部固定踊場 19 移動踊場 1 tower-like structure 2 frame 3 formwork 8 mast 8a mast block 9 mast block lifting device 12 mast block loading / unloading device 13 landing device 17 upper fixed landing 18 lower fixed landing 19 moving landing

フロントページの続き (72)発明者 福本 敏則 東京都中央区明石町6番4号 石川島運搬 機械株式会社内 (72)発明者 平部 貴臣 東京都中央区明石町6番4号 石川島運搬 機械株式会社内 (72)発明者 松嶋 節郎 東京都大田区東嶺町18−8 (72)発明者 山本 一良 富山県西礪波郡福岡町福岡297 (72)発明者 渡辺 昭成 青森県むつ市大字田名部字下川18−67Front page continuation (72) Inventor Toshinori Fukumoto 6-4 Akashi-cho, Chuo-ku, Tokyo Ishikawajima Transport Machinery Co., Ltd. (72) Inventor Takaomi Hirabe 6-4 Akashi-cho, Chuo-ku, Tokyo Ishikawajima Transport Machinery Co., Ltd. (72) Inventor Setsuro Matsushima 18-8 Tominecho, Ota-ku, Tokyo (72) Inventor Kazuyoshi Yamamoto Fukuoka 297 Fukuoka-cho, Nishitaba-gun, Toyama Prefecture (72) Inari Akinari Watanabe 18 Shimokawa, Tanabe, Aomori Prefecture −67

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 基礎面上に設置され、マストを構成する
マストブロックを支持上昇せしめて下端側から順次マス
トブロックを継ぎ足し、引き抜き可能なマストブロック
昇降装置と、 前記マストブロックをマストブロック昇降装置の下部へ
搬入出可能なマストブロック搬入出装置と、 前記マストブロック昇降装置により立設されるマストの
上端に固定される上部固定踊場と、該上部固定踊場の下
方に所要間隔を開けて固定される下部固定踊場と、前記
上部固定踊場と下部固定踊場との間に昇降可能に配設さ
れる移動踊場とを有する踊場装置とを備えたことを特徴
とする塔状構造物建設用足場装置。
1. A mast block elevating device which is installed on a foundation surface and supports and elevates a mast block that constitutes a mast, and which can be sequentially withdrawn from the lower end side by adding and removing the mast block, and the mast block of the mast block elevating device. Mast block loading / unloading device capable of loading / unloading to the lower part, upper fixed landing fixed to the upper end of the mast erected by the mast block elevating device, and fixed below the upper fixed landing with a required space. A scaffolding device for constructing a tower-like structure, comprising: a lower fixed landing, and a landing device having a movable landing that is vertically movable between the upper fixed landing and the lower fixed landing.
JP2821395A 1995-02-16 1995-02-16 Scaffold device for constructing towerlike structure Pending JPH08218620A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2821395A JPH08218620A (en) 1995-02-16 1995-02-16 Scaffold device for constructing towerlike structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2821395A JPH08218620A (en) 1995-02-16 1995-02-16 Scaffold device for constructing towerlike structure

Publications (1)

Publication Number Publication Date
JPH08218620A true JPH08218620A (en) 1996-08-27

Family

ID=12242372

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2821395A Pending JPH08218620A (en) 1995-02-16 1995-02-16 Scaffold device for constructing towerlike structure

Country Status (1)

Country Link
JP (1) JPH08218620A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010242425A (en) * 2009-04-08 2010-10-28 Ihi Plant Construction Co Ltd Steel tower support type chimney demolishing method
JP2012052306A (en) * 2010-08-31 2012-03-15 Taihei Dengyo Kaisha Ltd Stack dismantlement method
JP2012202123A (en) * 2011-03-25 2012-10-22 Taihei Dengyo Kaisha Ltd Stack demolition method
CN104806001A (en) * 2015-04-22 2015-07-29 中国十七冶集团有限公司 Safety operation platform for sliding and lifting of elevator shaft guide rail and construction method
CN106702908A (en) * 2017-01-17 2017-05-24 温州宏伟建设有限公司 Construction platform for constructing bridge columns

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010242425A (en) * 2009-04-08 2010-10-28 Ihi Plant Construction Co Ltd Steel tower support type chimney demolishing method
JP2012052306A (en) * 2010-08-31 2012-03-15 Taihei Dengyo Kaisha Ltd Stack dismantlement method
JP2012202123A (en) * 2011-03-25 2012-10-22 Taihei Dengyo Kaisha Ltd Stack demolition method
CN104806001A (en) * 2015-04-22 2015-07-29 中国十七冶集团有限公司 Safety operation platform for sliding and lifting of elevator shaft guide rail and construction method
CN106702908A (en) * 2017-01-17 2017-05-24 温州宏伟建设有限公司 Construction platform for constructing bridge columns

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