JPH0893378A - Transferable lining form for vertical shaft - Google Patents

Transferable lining form for vertical shaft

Info

Publication number
JPH0893378A
JPH0893378A JP25900894A JP25900894A JPH0893378A JP H0893378 A JPH0893378 A JP H0893378A JP 25900894 A JP25900894 A JP 25900894A JP 25900894 A JP25900894 A JP 25900894A JP H0893378 A JPH0893378 A JP H0893378A
Authority
JP
Japan
Prior art keywords
post
vertical shaft
movable
transferable
movable form
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
JP25900894A
Other languages
Japanese (ja)
Other versions
JP3560000B2 (en
Inventor
Yutaka Ishiga
裕 石賀
Shunsuke Machi
俊輔 町
Shinji Shoda
真司 正田
Mitsuru Morimoto
満 森本
Hiroyuki Misawa
啓之 三沢
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.)
Hazama Corp
Sato Kogyo Co Ltd
Gifu Industry Co Ltd
Aoyama Kiko Co Ltd
Original Assignee
Hazama Gumi Ltd
Sato Kogyo Co Ltd
Gifu Industry Co Ltd
Aoyama Kiko 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 Hazama Gumi Ltd, Sato Kogyo Co Ltd, Gifu Industry Co Ltd, Aoyama Kiko Co Ltd filed Critical Hazama Gumi Ltd
Priority to JP25900894A priority Critical patent/JP3560000B2/en
Publication of JPH0893378A publication Critical patent/JPH0893378A/en
Application granted granted Critical
Publication of JP3560000B2 publication Critical patent/JP3560000B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PURPOSE: To secure safety on working and reduce the construction period and carry out an efficient construction work, by arranging a transferable form at the outer periphery of posts erected in a vertical shaft and suspending it by a lifting device and assembling the posts as a truss structure to provide ladders. CONSTITUTION: When a transferable form 16 is moved, the transferable form 16 is securely suspended by a winch and after temporary fixing by a stay wire or a safety pin has been confirmed, the wall is contracted and the form is removed. Next, all workers move from the scaffolds of the transferable form 16 to the post 10 side and the temporary fixing by stay wire and the safety pin is released, Then the winch is remotely operated to lift the transferable form 16 up to a specified height. After that, the transferable form 16 is temporarily fixed again to the posts 10 by the stay wire and the safety pin or the like. Subsequently, the workers move from the post 10 side to the scaffolds of the transferable form 16 and then the wall is widened and concrete is placed.

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、立坑内で移動型枠を移
動して覆工等のためのコンクリート工事を繰り返し行う
立坑移動セントルに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vertical shaft moving center for moving a movable formwork in a vertical shaft to repeatedly perform concrete work for lining or the like.

【0002】[0002]

【従来の技術】従来の立坑移動セントルは、図9及び図
10に示すように移動型枠1の全体を、立坑2外(地
上)のクレーン又はホイスト等(図示せず)によりワイ
ヤ3を介して吊持しただけで、その移動は次のようにし
て行っていた。 コンクリート打設時には、移動型枠1の吊持状態を
維持したまま、そのアングル材4を、既設のコンクリー
ト5に固定したアンカーボルト(図示せず)にCボルト
6を締め付け、移動型枠1を仮固定する。 Cボルト6をコンクリート5から取り外す。 ジャッキ7を操作して移動型枠1のウォール8を縮
め、脱型する。 移動型枠1をクレーン等で次の打設スパンまで吊り
上げる。 ジャッキ7を操作して移動型枠1のウォール8を拡
げ、前回打設時にコンクリート5に埋め込んでおいたア
ンカーボルト(図示せず)にCボルト6を締め付け、上
記と同様に移動型枠1を仮固定する。
2. Description of the Related Art In a conventional shaft moving center, as shown in FIGS. 9 and 10, the entire moving form 1 is moved by a crane or hoist (not shown) outside the shaft 2 (ground) through a wire 3. I just hung it up and moved it as follows. At the time of pouring concrete, while maintaining the suspended state of the movable form 1, the angle member 4 is fastened to the anchor bolt (not shown) fixed to the existing concrete 5 with the C bolt 6 to fix the movable form 1. Temporarily fix. Remove the C bolt 6 from the concrete 5. The jack 7 is operated to shrink the wall 8 of the movable formwork 1 to release the mold. The mobile formwork 1 is hoisted to the next placing span with a crane or the like. Operate the jack 7 to expand the wall 8 of the movable form 1, tighten the C bolt 6 to the anchor bolt (not shown) that was embedded in the concrete 5 at the time of the last pouring, and move the movable form 1 in the same manner as above. Temporarily fix.

【0003】[0003]

【発明が解決しようとする課題】しかし、これによると
次のような問題点があった。 (1)移動型枠の移動作業中、移動型枠はクレーン等で
宙吊り状態になっているので、不安定であるばかりでな
く、落下の危険性があり、移動型枠上の作業員にとって
は非常に危険な作業であった。 (2)移動型枠を仮固定する際のアンカーとなるダミー
ボルトは、コンクリートの養生を待ってからでないと使
用できず(従来の場合、通常は3日サイクル)、工期が
長くなるとか1サイクル毎の打設スパンの長さが制限さ
れるいう問題があった。 (3)立坑入口から移動型枠までの階段等は、移動型枠
の移動毎に撤去・再設置を繰り返さなければならず、作
業性が悪かった。 (4)立坑底部までの階段等を取り付ける場合、その作
業は困難と危険を伴うものであった。
However, this has the following problems. (1) During the moving work of the mobile formwork, the mobile formwork is suspended in the air by a crane or the like, so not only is it unstable, but there is also a risk of falling, which is a problem for workers on the mobile formwork. It was a very dangerous task. (2) The dummy bolt, which serves as an anchor for temporarily fixing the movable formwork, cannot be used until the concrete is cured (usually 3 days cycle in the past), and the construction period becomes longer or 1 cycle There was a problem that the length of each casting span was limited. (3) Stairs from the shaft entrance to the mobile formwork had to be repeatedly removed and re-installed each time the mobile formwork was moved, and workability was poor. (4) When installing stairs to the bottom of the shaft, the work was difficult and dangerous.

【0004】そこで、本発明は、このような問題点を解
決し、作業員の安全を移動型枠の移動中も含めて常時確
保できるとともに、コンクリート打設もアンカーの養生
待ち時間なく短時間にかつ効率的に施工できる立坑移動
セントルを提供することを目的とする。
Therefore, the present invention solves such a problem and can ensure the safety of workers at all times, including during the movement of the movable formwork, and in concrete placing in a short time without waiting for curing of the anchor. The purpose is to provide a vertical shaft moving center that can be efficiently constructed.

【0005】[0005]

【課題を解決するための手段】本発明の第1の態様の立
坑移動セントルは、図1及び図2の例示のように、立坑
11内にポスト10を立て、このポスト10の外周に、
移動型枠16をポスト10に沿って移動可能に配置し、
この移動型枠16を吊上げ装置17によりポスト10を
経由して昇降自在に吊持したものである。
The shaft moving center according to the first aspect of the present invention, as shown in the examples of FIGS. 1 and 2, stands a post 10 in a shaft 11, and at the outer periphery of the post 10,
The movable form 16 is movably arranged along the post 10,
The movable frame 16 is hung by a lifting device 17 so as to be lifted and lowered via the post 10.

【0006】第2の態様の立坑移動セントルは、図5の
例示のように、立坑11内にポスト10を基礎部材27
により立坑軸方向に移設可能に立て、このポスト10の
外周に、移動型枠16をポスト10に沿って移動可能に
配置し、この移動型枠16をポスト10に設けた吊上げ
装置17によって昇降自在に吊持したものである。
The shaft moving center according to the second embodiment, as shown in the example of FIG.
The movable form 16 is arranged on the outer periphery of the post 10 so as to be movable along the post 10, and the movable form 16 can be lifted and lowered by the lifting device 17 provided on the post 10. It is hung on.

【0007】第3の態様の立坑移動セントルは、図6の
例示のように、立坑11内にポスト10を吊り部材30
により垂設し、このポスト10の外周に、移動型枠16
をポスト10に沿って移動可能に配置し、この移動型枠
16を吊上げ装置17によりポスト10を経由して昇降
自在に吊持したものである。
In the shaft moving center of the third aspect, as shown in the example of FIG.
And the moving mold 16 is attached to the outer periphery of the post 10.
Is arranged so as to be movable along the post 10, and the movable frame 16 is suspended by the lifting device 17 so as to be lifted and lowered via the post 10.

【0008】第4の態様の立坑移動セントルは、図7の
例示のように、立坑11内にポスト10を立て、このポ
スト10の外周に、移動型枠16をポスト10に沿って
移動可能に配置し、ポスト10側に設けたラック32と
移動型枠16側に設けたピニオン33とにより、移動型
枠16をポスト10に沿って昇降可能としたものであ
る。
In the shaft moving center of the fourth aspect, as shown in FIG. 7, a post 10 is erected in a shaft 11, and a movable form 16 is movable along the post 10 on the outer periphery of the post 10. The rack 32 provided on the side of the post 10 and the pinion 33 provided on the side of the movable mold 16 enable the movable mold 16 to move up and down along the post 10.

【0009】上記いずれの態様においても、ポスト10
をトラス構造とし、これに梯子19を設けると良い。
In any of the above embodiments, the post 10
Is a truss structure, and a ladder 19 may be provided on the truss structure.

【0010】[0010]

【作用】本発明の立坑移動セントルによれば、移動型枠
の重量及びコンクリート打設時の荷重をポストに負担さ
せ、移動型枠を常時安定した状態に保持できるととも
に、ポストを作業員のための避難場所として利用でき
る。
According to the vertical shaft moving center of the present invention, the weight of the movable formwork and the load at the time of placing concrete can be applied to the post so that the movable formwork can be maintained in a stable state at all times, and the post can be used by workers. It can be used as an evacuation site.

【0011】[0011]

【実施例】次に、本発明の実施例を図面に従って説明す
る。図1から図4は本発明の第1実施例を示す。この実
施例では、トラス構造のポスト10を、立坑11の中央
部に位置するように立坑底部12上に垂直に立て、ポス
ト10の一部を立坑入口13から地上へ突出させ、その
突出した上端の2箇所に装着した2連シーブ14から2
本のワイヤ15によって移動型枠16を昇降可能に吊持
している。この2本のワイヤ15のうちの一本は、地上
に設置された吊上げ装置、例えばウインチ17に巻き取
られ、他の一本は、更にシーブ18を介して別のウイン
チ17に巻き取られる。移動型枠16は、2台のウイン
チ17を同時に駆動することにより昇降される。ポスト
10の内部には梯子19が設けられ、この梯子19は立
坑入口13に設けた橋20(図2)によって地上と通じ
ている。なお、ポスト10は、立坑11内で倒れないよ
うに適宜の固定手段によって固定する。
Embodiments of the present invention will now be described with reference to the drawings. 1 to 4 show a first embodiment of the present invention. In this embodiment, a post 10 having a truss structure is vertically erected on a bottom 12 of a shaft so as to be located at a central portion of a shaft 11, a part of the post 10 is projected from a shaft entrance 13 to the ground, and the projecting upper end is formed. 2 sheaves 14 to 2 attached to two places
The movable formwork 16 is suspended by a wire 15 so that it can be raised and lowered. One of the two wires 15 is wound around a hoisting device installed on the ground, for example, a winch 17, and the other wire is further wound around another winch 17 via a sheave 18. The movable form 16 is moved up and down by simultaneously driving two winches 17. A ladder 19 is provided inside the post 10, and the ladder 19 communicates with the ground through a bridge 20 (FIG. 2) provided at the shaft entrance 13. In addition, the post 10 is fixed by an appropriate fixing means so as not to fall in the vertical shaft 11.

【0012】移動型枠16は、図4に示すようにポスト
10を貫通させるようにその外周に配置され、ウォール
21をジャッキ(図示せず)によって従来と同様に開閉
できる構造になっている。図の例の移動型枠16には、
金網張りの安全柵22を有する上・中・下の3段の作業
足場23が設けられ、そのうちの少なくとも一つ、例え
ば下段の作業足場23に、ポスト10内の梯子19へ渡
るための渡り足場23aが延長して設けられている。こ
の渡り足場23aには、移動型枠16を昇降する際にポ
スト10をガイドとするため案内ローラ24を設ける。
As shown in FIG. 4, the movable mold 16 is arranged on the outer periphery of the post 10 so as to penetrate the post 10 and has a structure in which the wall 21 can be opened and closed by a jack (not shown) as in the conventional case. In the movable formwork 16 in the example of the figure,
There are three upper, middle and lower working scaffolds 23 having a wire netting safety fence 22, and at least one of them, for example, the lower working scaffold 23 is a crossing scaffold for crossing the ladder 19 in the post 10. 23a is provided as an extension. The crossing scaffold 23a is provided with a guide roller 24 for guiding the post 10 when the movable frame 16 is raised and lowered.

【0013】ポスト10側には、移動型枠16の落下防
止のためにストッパ25を任意の高さに着脱自在に取り
付け、移動型枠16側には、ストッパ25に当たる足部
26を下段の作業足場23に設ける。また、図示してい
ないが、移動型枠16をポスト10に対して仮固定する
ため、移動型枠16とポスト10との間に、控えワイヤ
や安全ピン等の簡単に着脱できる仮固定部材を取り付け
る。
A stopper 25 is detachably attached to the post 10 side to prevent the movable form 16 from falling, and a foot portion 26 that abuts the stopper 25 is attached to the movable form 16 at a lower stage. Provided on the scaffold 23. Further, although not shown, since the movable mold 16 is temporarily fixed to the post 10, a temporary fixing member such as a retaining wire or a safety pin that can be easily attached and detached is provided between the movable mold 16 and the post 10. Install.

【0014】第1実施例の立坑移動セントルは次のよう
にして使用する。 移動型枠16を移動する場合、移動型枠16がウイ
ンチ17による吊上げ装置に確実に吊持され、かつ控え
ワイヤや安全ピン等により仮固定されていることを確認
してから、ウォール21を縮めて脱型する。 全作業員は移動型枠16の作業足場23からポスト
10側へ移動し、控えワイヤや安全ピン等による仮固定
を解除する。この場合、梯子19を利用することができ
る。 ポスト10側で安全を確認したならば、ポスト10
側に移動した作業員がウインチ17を遠隔操作し、移動
型枠16を決められた高さまで吊り上げる。 移動型枠16を控えワイヤや安全ピン等によってポ
スト10に再び仮固定する。 作業員はポスト10側から移動型枠16の作業足場
23へ移動し、ウォール21を拡げてコンクリートの打
設作業を行う。
The vertical shaft moving center of the first embodiment is used as follows. When moving the movable form 16, after confirming that the movable form 16 is securely hung by the hoisting device by the winch 17 and is temporarily fixed by a retaining wire, a safety pin, etc., the wall 21 is contracted. To remove the mold. All the workers move from the work scaffolding 23 of the movable formwork 16 to the post 10 side, and release the temporary fixing by the retaining wire, the safety pin or the like. In this case, the ladder 19 can be used. If you confirm the safety on the post 10 side, post 10
The worker who has moved to the side remotely operates the winch 17 to lift the movable formwork 16 to a predetermined height. The movable frame 16 is temporarily fixed to the post 10 again with a retaining wire, a safety pin or the like. The worker moves from the post 10 side to the work scaffold 23 of the movable form 16, expands the wall 21, and performs a concrete placing work.

【0015】次に、図5は本発明の第2実施例を示す。
この立坑移動セントルは、ポスト10を立坑軸方向に移
設できるようにしたもので、最初はポスト10を立坑底
部12上に垂直に立て、基礎部材27によって立坑底部
12に固定する。ポスト10を上方へ移設する場合は、
ポスト10を地上のクレーン等で吊り上げ(基礎部材2
7もポスト10と一体に移動)、立坑11の内面の決め
られた高さにブラケット28をアンカー29により固定
し、このブラケット28で基礎部材27を下から支持し
てポスト10を垂直に立てる。この第2実施例の場合、
移動型枠16を吊り上げるウインチ17はポスト10の
上端に設置する。このようにすると、ポスト10の長さ
が立坑11の深さよりも短くともよいので、立坑11が
深い場合に好都合である。
Next, FIG. 5 shows a second embodiment of the present invention.
This vertical shaft moving center allows the post 10 to be relocated in the vertical shaft direction. First, the post 10 is erected vertically on the vertical shaft bottom 12 and is fixed to the vertical shaft bottom 12 by a foundation member 27. To move the post 10 upwards,
Lift the post 10 with a crane on the ground (foundation member 2
(7 also moves integrally with the post 10), and the bracket 28 is fixed to the inner surface of the shaft 11 at a predetermined height by an anchor 29. The bracket 28 supports the base member 27 from below to stand the post 10 vertically. In the case of this second embodiment,
A winch 17 for lifting the movable form 16 is installed on the upper end of the post 10. In this way, the length of the post 10 may be shorter than the depth of the shaft 11, which is convenient when the shaft 11 is deep.

【0016】図6は本発明の第3実施例を示す。この立
坑移動セントルは、ポスト10を、立坑入口13に設置
した吊り部材30によって地上から立坑11内に垂設
し、ポスト10の下端部は揺動しないように固定部材3
1によって立坑11に固定するもので、その他は第1実
施例と同じである。
FIG. 6 shows a third embodiment of the present invention. In this vertical shaft moving center, a post 10 is vertically suspended from the ground into a vertical shaft 11 by a suspension member 30 installed at a vertical shaft inlet 13, and a lower end portion of the post 10 is fixed so as not to swing.
It is fixed to the shaft 11 by means of 1 and is otherwise the same as in the first embodiment.

【0017】図7及び図8は本発明の第4実施例を示
す。この立坑移動セントルは、ポスト10側にラック3
2を設け、移動型枠16側には、このラック32と噛み
合うピニオン33及びこのピニオン33を回転させるブ
レーキ付きモータ34を設け、移動型枠16をポスト1
0に沿って自動的にクライミングさせるようにしたもの
である。なお、この第4実施例においても、安全性を高
めるために移動型枠16を上述したような吊り下げ構造
によって吊持することができる。
7 and 8 show a fourth embodiment of the present invention. This vertical shaft moving center is rack 3 on the post 10 side.
2 is provided, a pinion 33 that meshes with the rack 32 and a motor 34 with a brake that rotates the pinion 33 are provided on the movable form 16 side.
It is designed to automatically climb along 0. In the fourth embodiment as well, the movable form 16 can be suspended by the suspension structure as described above in order to enhance safety.

【0018】[0018]

【発明の効果】以上述べたように本発明によれば、移動
型枠の重量及びコンクリート打設時の荷重をポストに負
担させることができるので、移動型枠を常時安定した状
態に保持できる。また、移動型枠がどの位置にあって
も、ポストを作業員のための避難場所として利用できる
ので、安全性を常時確保できる。更に、コンクリート打
設も、アンカーの養生待ち時間なく短時間にかつ効率的
に施工でき、安全性確保と相まって作業性の向上及び工
期の短縮が図れる。
As described above, according to the present invention, the weight of the movable form and the load at the time of placing concrete can be applied to the post, so that the movable form can be maintained in a stable state at all times. In addition, since the post can be used as an evacuation site for workers regardless of the position of the mobile formwork, safety can always be ensured. Furthermore, concrete can be placed efficiently in a short time without waiting for the anchor to be cured, and in addition to ensuring safety, workability can be improved and the construction period can be shortened.

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

【図1】本発明の第1実施例の立坑移動セントルの全体
正面図である。
FIG. 1 is an overall front view of a shaft moving center according to a first embodiment of the present invention.

【図2】同上の上端部の側面図である。FIG. 2 is a side view of the upper end portion of the above.

【図3】同上の平面図である。FIG. 3 is a plan view of the above.

【図4】同上の要部の拡大側面図である。FIG. 4 is an enlarged side view of the main part of the above.

【図5】本発明の第2実施例の立坑移動セントルの全体
正面図である。
FIG. 5 is an overall front view of a shaft moving center according to a second embodiment of the present invention.

【図6】第3実施例の立坑移動セントルの全体正面図で
ある。
FIG. 6 is an overall front view of a vertical shaft moving center according to a third embodiment.

【図7】第4実施例の立坑移動セントルの全体正面図で
ある。
FIG. 7 is an overall front view of a vertical shaft moving center according to a fourth embodiment.

【図8】同上の要部の拡大平面図である。FIG. 8 is an enlarged plan view of the main part of the above.

【図9】従来例の要部の正面図である。FIG. 9 is a front view of a main part of a conventional example.

【図10】同上の平面図である。FIG. 10 is a plan view of the above.

【符号の説明】[Explanation of symbols]

10 ポスト 11 立坑 16 移動型枠 17 ウインチ(吊上げ装置) 19 梯子 27 基礎部材 30 吊り部材 32 ラック 33 ピニオン 10 Posts 11 Vertical shafts 16 Mobile formwork 17 Winch (lifting device) 19 Ladder 27 Base member 30 Lifting member 32 Rack 33 Pinion

───────────────────────────────────────────────────── フロントページの続き (72)発明者 石賀 裕 東京都港区北青山二丁目5番8号 株式会 社間組内 (72)発明者 町 俊輔 東京都港区北青山二丁目5番8号 青山機 工株式会社内 (72)発明者 正田 真司 岐阜県本巣郡真正町十四条144番地 岐阜 工業株式会社内 (72)発明者 森本 満 岐阜県本巣郡真正町十四条144番地 岐阜 工業株式会社内 (72)発明者 三沢 啓之 宮城県仙台市青葉区本町一丁目10番3号 佐藤工業株式会社東北支店内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Yutaka Ishiga 2-5-8 Kita-Aoyama, Minato-ku, Tokyo Intra-company group (72) Shunsuke Machi, 2-5-8 Kita-Aoyama, Minato-ku, Tokyo Aoyama Incorporated (72) Inventor Shinji Masada, No. 144, 14 Shijo-machi, Motosu-gun, Gifu Gifu Industry Co., Ltd. (72) In-house, Mitsuru Morimoto, 144, Shijo-cho, Motosu-gun, Gifu Gifu Industry Co. (72) Inventor Hiroyuki Misawa 1-10-3 Honcho, Aoba-ku, Sendai City, Miyagi Prefecture Sato Industry Co., Ltd. Tohoku Branch

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】立坑内にポストを立て、このポストの外周
に、移動型枠をポストに沿って移動可能に配置し、この
移動型枠を吊上げ装置によりポストを経由して昇降自在
に吊持したことを特徴とする立坑移動セントル。
1. A post is erected in a vertical shaft, a movable form is arranged around the outer periphery of the post so as to be movable along the post, and the movable form is suspended by a lifting device so as to be lifted and lowered via the post. The vertical shaft moving center that is characterized.
【請求項2】立坑内にポストを基礎部材により立坑軸方
向に移設可能に立て、このポストの外周に、移動型枠を
ポストに沿って移動可能に配置し、この移動型枠をポス
トに設けた吊上げ装置により昇降自在に吊持したことを
特徴とする立坑移動セントル。
2. A post is erected in a vertical shaft by a foundation member so that it can be moved in the axial direction of the vertical shaft, and a movable form is movably arranged along the post on the outer periphery of the post, and the movable form is provided on the post. A vertical shaft moving center that is lifted up and down by a lifting device.
【請求項3】立坑内にポストを吊り部材により垂設し、
このポストの外周に、移動型枠をポストに沿って移動可
能に配置し、この移動型枠を吊上げ装置によりポストを
経由して昇降自在に吊持したことを特徴とする立坑移動
セントル。
3. A post is suspended in a vertical shaft by a suspension member,
A vertical shaft moving center, characterized in that a movable form is arranged on the outer periphery of the post so as to be movable along the post, and the movable form is suspended by a lifting device so as to be able to move up and down via the post.
【請求項4】立坑内にポストを立て、このポストの外周
に、移動型枠をポストに沿って移動可能に配置し、ポス
ト側に設けたラックと移動型枠側に設けたピニオンとに
より、移動型枠をポストに沿って昇降可能としたことを
特徴とする立坑移動セントル。
4. A post is erected in a vertical shaft, a movable form is movably arranged along the post on the outer periphery of the post, and a rack provided on the post side and a pinion provided on the movable form side, A vertical shaft moving center that can move a movable form along a post.
【請求項5】ポストをトラス構造とし、これに梯子を設
けたことを特徴とする請求項1、2、3、4のいずれか
に記載の立坑移動セントル。
5. The vertical shaft moving center according to claim 1, wherein the post has a truss structure and a ladder is provided on the post.
JP25900894A 1994-09-29 1994-09-29 Vertical shaft moving center Expired - Fee Related JP3560000B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25900894A JP3560000B2 (en) 1994-09-29 1994-09-29 Vertical shaft moving center

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25900894A JP3560000B2 (en) 1994-09-29 1994-09-29 Vertical shaft moving center

Publications (2)

Publication Number Publication Date
JPH0893378A true JPH0893378A (en) 1996-04-09
JP3560000B2 JP3560000B2 (en) 2004-09-02

Family

ID=17328074

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25900894A Expired - Fee Related JP3560000B2 (en) 1994-09-29 1994-09-29 Vertical shaft moving center

Country Status (1)

Country Link
JP (1) JP3560000B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009281097A (en) * 2008-05-26 2009-12-03 Gifu Kogyo Co Ltd Lining concrete placing center and lining concrete placing method
CN115142853A (en) * 2022-07-04 2022-10-04 中煤第三建设集团机电安装工程有限责任公司 Construction method for quickly installing shaft equipment of independent vertical shaft

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009281097A (en) * 2008-05-26 2009-12-03 Gifu Kogyo Co Ltd Lining concrete placing center and lining concrete placing method
CN115142853A (en) * 2022-07-04 2022-10-04 中煤第三建设集团机电安装工程有限责任公司 Construction method for quickly installing shaft equipment of independent vertical shaft

Also Published As

Publication number Publication date
JP3560000B2 (en) 2004-09-02

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