JP3895143B2 - Assembly and dismantling method for work lifting scaffolds in tower tanks - Google Patents

Assembly and dismantling method for work lifting scaffolds in tower tanks Download PDF

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Publication number
JP3895143B2
JP3895143B2 JP2001287694A JP2001287694A JP3895143B2 JP 3895143 B2 JP3895143 B2 JP 3895143B2 JP 2001287694 A JP2001287694 A JP 2001287694A JP 2001287694 A JP2001287694 A JP 2001287694A JP 3895143 B2 JP3895143 B2 JP 3895143B2
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Japan
Prior art keywords
mast
stage
scaffold
elevating
assembly
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JP2001287694A
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JP2003097045A (en
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日出男 津曲
勇作 安藤
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Taihei Dengyo Kaisha Ltd
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Taihei Dengyo Kaisha Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は塔槽類内の点検、修繕、清掃等を行う際に用いる作業用昇降式足場の組立・解体工法に関する。
【0002】
【従来の技術】
煙突、蒸発釜、タンク等の塔槽類(以下塔槽類と云う)においては、内部の点検、修繕、清掃等を行うために、定期的、不定期的に運転を停止する。塔槽類の運転を停止し、かつ内部を水洗した後、内部に足場を組み、内部の点検、修繕、清掃等を行う。
【0003】
一般に塔槽類は本体を気密に保ち、被流体を処理し、上部から系外に排出する等を行っている。
【0004】
例えば、クラフトパルプの蒸解に用いられる連続式蒸発釜は、高さが約50mの塔状体である。上記蒸解は耐圧蒸発釜で木材チップに蒸解液を加え、加熱用蒸気を上中下部に吹き込んで、170度前後で数時間行われる。木材チップは蒸解液を浸透して蒸解しながら下降し、ブローダウンにより、下端からパルプが回収される。
【0005】
蒸発釜は一般に形状が円筒体で内壁が平滑であり、蒸発釜の上部、下部に反応又は蒸解を促進させるために、攪拌機等が備えられている。
【0006】
攪拌機等は攪拌を円滑に持続させるために、定期的又は不定期的に点検、修繕、更には清掃を行う必要がある。その場合、蒸発釜内に足場の仮設が必要である。
【0007】
しかるに、蒸発釜は、気密性が要求されることから、釜内への出入口が少なく、通常は、軸方向に設けた3〜4箇所程度のマンホールを利用してパイプ等の足場資材を挿入し、仮設足場を組んで点検、修繕、更には清掃を行っている。
【0008】
従って、狭い場所での足場資材の搬出入作業が繁雑であり、仮設足場を組むのに時間を要していた。通常は、蒸発釜の操業計画からみて、長く停止することができないために、点検等の実施日を年当たり2〜3回に分けて行う場合が生じていた。また、上部までの足場の仮設は高所作業であり、熟練度が要求される。
【0009】
【発明が解決しようとする課題】
前述した蒸発釜に示すように、一般に塔槽類は本体を気密に保ち、被流体を処理するために、内部の点検、修繕、清掃等を行うための仮設足場を組立・解体することが煩雑で時間を要する。そのために、塔槽類の操業に支障を生じ易い。また、上部までの足場の仮設は高所作業であり、熟練度が要求される。
【0010】
特開平8−218620号公報には、煙突等の塔状構造物を建設する際に使用される足場装置が開示されている。上記塔状構造物を建設する際には、躯体形成用に複数段の型枠を組み、その中にコンクリートを流し込んで凝固させた後、型枠を順次取り外し、一ブロックずつ順次積み重ねていく形で躯体形成作業が進められる。
【0011】
即ち、基礎面上に、マストを構成するマストブロックを積み重ねて行く躯体形成作業であり、同時に躯体形成作業を行うための足場装置が使用される。
【0012】
足場装置は、マストブロック昇降装置とマストブロック搬出入装置と、該昇降装置を用いて継足しにより立設されたマストの上端に固定した上部固定足場と、上部固定足場の下方に所要間隔を開けて、固定した下部固定足場と、上部固定足場と下部固定足場との間に昇降可能に配設された移動踊場とから構成されている。
【0013】
しかしながら、特開平8−218620号公報に開示された足場装置は、シリンダを利用してマストブロックを押し上げる装置であり、そのまま塔槽類の点検等の昇降足場に適用することは困難である。
【0014】
本発明は、上記のような問題点の解決を図ったものであり、高所作業を激減し、揺動しない、部品数を削減した軽量で、迅速に組立・解体して工期短縮ができる、作業用足場の組立・解体工法を提供することを目的とする。
【0015】
【課題を解決するための手段】
参考発明1は、塔槽類内に組立・解体される作業用昇降式足場(以下昇降式足場と云う)であって、前記昇降式足場は塔槽類内に仮設する作業床と、該作業床に着脱可能に設置する継足しマストからなる集合マストと、該集合マストの軸方向に昇降させる昇降ステージと、該昇降ステージを取付けそれをラックピニオン式機構で昇降させる駆動装置を各継足しマスト毎に備えた駆動フレームと、制御装置から構成されたことを特徴とする塔槽類内の昇降式足場である。
【0016】
参考発明2は、参考発明1において、集合マストの継足しマストの繋ぎが一定間隔をおいて内側に三角形状に枠組されたフレームで構成されたことを特徴とする。
【0017】
参考発明3は、参考発明1において、集合マストの継足しマストの繋ぎが一定間隔をおいて外側にリング状に枠組されたフレームで構成されたことを特徴とする。
【0018】
参考発明4は、参考発明1、2又は3において、集合マストの頂部に、昇降ステージで組立て・解体される固定ステージを設けたことを特徴とする。
【0019】
本発明によれば、上記した作業床と、該作業床に設置する継足しマストからなる集合マストと、該集合マストの軸方向に昇降させる昇降ステージと、該昇降ステージを取付けそれをラックピニオン式機構で昇降させる駆動装置を各継足しマスト毎に備えた駆動フレームと、制御装置から構成されているので、壁繋ぎができない塔槽類内であっても、昇降式足場の組立をすることができ、また、昇降ステージにより組立てた固定ステージを集合マストの頂部に取付ける組立をすることもでき、昇降式足場の組立てを完了し、昇降式足場による作業を終了した後、固定ステージを昇降ステージにより解体し、昇降ステージを下降させて継足しマストを順次取外して昇降式足場を解体することができる。
【0020】
請求項の発明は、塔槽類内における作業用昇降式足場の組立・解体工法であって、前記塔槽類内に仮設した作業床に継足しマストを着脱可能に設置し、それらの継足しマストにラックピニオン式の昇降機構を有する駆動装置を備えた駆動フレームを取付け、該フレームにブラケットを介して昇降ステージを取付け、ラックピニオン式の昇降機構により昇降ステージを継足しマストの軸方向に上昇させ、継足しマストを順次継足しながら所定高さの集合マストを設置し、該昇降ステージにより組立てた固定ステージを集合マストの頂部に取付けて、昇降式足場の組立てを完了し、昇降式足場による作業を終了した後、固定ステージを昇降ステージにより解体し、昇降ステージを下降させて継足しマストを順次取外して昇降式足場を解体することを特徴とする塔槽類内の作業用昇降式足場の組立・解体工法である。
【0021】
以上のように、本発明によれば、壁繋ぎができない塔槽類内であっても、昇降式足場を昇降させながら、マストの継足し、取外しを行い、昇降式足場を迅速に組立・解体することができるので、高所作業を激減し、且つ全体の工期を短縮できる。
【0022】
【発明の実施の形態】
以下に、本発明の実施の形態を図によって詳述する。
【0023】
図1は本発明の一実施の形態を示す縦断面図であり、図2は図1による点線Pで示す要部拡大図、図3は図1によるA−A線矢視の下部作業床を示す一部切欠きを有する図、図4は継足しマスト単体によるマストベースへの取付け状態を示す側面図、図5は図4のD−D線矢視による横断面図、図6は本発明による継足しマストと駆動フレームの取付け状態を示す平面図、図7は図1によるB−B線矢視の昇降ステージを示す一部切欠きを有する図、図8は図1によるE−E線矢視の中継ぎを示す図、図9は図1によるC−C線矢視の上部全面床を示す一部切欠きを有する図である。
【0024】
本発明の作業用昇降式足場を二点鎖線で示す連続式蒸発釜(以下蒸発釜と云う)に用いた場合について詳述する。
【0025】
以下に本発明の特徴を順次詳述する。
【0026】
図1に示すように、蒸発釜1内に昇降式足場4が仮設されている。昇降式足場4は蒸発釜1の下部に設置した作業床5と、作業床5に設置された継足しマスト6からなる集合マスト16と、集合マスト16の軸方向に昇降させる昇降ステージ7と、昇降ステージ7をラックピニオン式で昇降させる駆動装置9aと制御装置9bを各継足しマスト毎に備えた駆動フレーム8から構成されている。
【0027】
昇降式足場4は、蒸発釜1を停止し、内部を水洗等により被溶液を流した後に仮設されたものである。
【0028】
作業床5、継足しマスト6、昇降ステージ7、駆動装置9aと制御装置9bを備えた駆動フレーム8はいずれもボルト・ナット等によって着脱可能に組立又は取付けられている。
【0029】
昇降式足場4を仮設するにあたり、作業床5が蒸発釜1の底部に設置される。
【0030】
蒸発釜1内に作業床5等を組立又は取付けるために、足場資材等が図2に示すように、従来の既設マンホール3aを改良した角型マンホール3bから搬入され、更には解体後に足場資材等がそこから搬出される。
【0031】
蒸発釜1の底部に設けられている下部の攪拌機2は停止状態にして、その空間を縫って主梁10が設けられる。主梁10はジャッキベース11によって支持され、更に主梁10の下側に交差させて補助梁12が設けられる。そして作業床5が主梁10の上に設置される。これらはいずれもボルト・ナット等によって着脱自在に組立てられる。
【0032】
作業床5は図3に示すように、鋼製足場による床面5aを形成し、床面5aの周端部にチェッカープレート14が取付けられる。
【0033】
また、床面5aには3箇所にマストベース受枠15aを設け、主梁10に固定された3個のマストベース13に、継足しマスト6がマストベース受枠15aを介して設置される。継足しマスト6は、後述する中継ぎ部材を取付けることができるように、軸芯を結ぶ線が正三角形になるように配置される。
【0034】
なお、符号15bは、開口部で既設の攪拌機2の一部が突き出ている。また、符号15cはハッチで床下点検時等の出入口である。
【0035】
継足しマスト6は図4,図5、図6に示すように、4本のマスト部材6aを補強材17で接続しながら間隔をおいて略四角形に配置し、マスト骨郭を形成している。継足しマスト6はラックピニオン式機構を構成するラック18を取付けている。
【0036】
継足しマスト6は下端にベース板20を取付け、ボルト22によりマストベース13に着脱可能に設置する。また、ガイド19により継足しマスト6の設置を容易にしている。
【0037】
継足しマスト6の上端には同様にベース板20を取付け、次の継足しマスト6の下端に取付けたベース板20との間でボルト22により継足しされる。
【0038】
これらの継足しマスト6の継足し操作は順次繰り返されて所定高さの継足しマスト6が形成される。所定高さまで形成された継足しマスト6は集合マスト16として取扱われる。
【0039】
昇降ステージ7は、図7に示すように、各継足しマスト6に昇降できるように取付けられた駆動フレーム8と、各駆動フレーム8に取付けられたブラケット25と、ブラケット25を介してドウナツ状に取付けられたステージ26から構成されている。ステージ26には安全性を保持するために手摺り23が取付けられている。昇降ステージ7の昇降は図6に示すように継足しマスト6を構成するラック18と駆動フレーム8のピニヨン27が噛合っており、駆動装置9aを駆動させて、駆動装置9aと一体的に接続されている制御装置9bで制御しながら、ラックピニオン式機構によって水平位置を保持しながら昇降する。
【0040】
この際、継足しマスト6間に、マスト中継ぎ部材24が設けられて、繋留めして偏りを生じないようにしている。そのために、駆動フレーム8の軸芯方向側が開放されている。開放割合は継足しマスト6の軸芯間を結ぶ線が二点鎖線で示すような正三角形21になるようにしている。
【0041】
昇降ステージ7は蒸発釜1内の点検、修繕、清掃等の作業を行う際の作業用足場であり、作業者とともに、作業に必要な機器、道具等が載置される。また、昇降ステージ7には継足しマスト6を組立てるのに必要な資材、資材の吊揚げ装置等が載置されており、継足しマスト6は昇降ステージ7内で組立てられる。制御装置9bも昇降ステージ7に設置される。
【0042】
従って、昇降ステージ7はそれらのものを載置して作業ができる広さを有する。しかし、不足のものは昇降を繰り返して簡単に補完することができるが、昇降ステージ7の広さにも限界があるので、例えば継足しマスト6は人手で搬出入できる長さとして1.5m程度のマスト部材6aを用いて継足される。
また、昇降ステージ7の周りには安全性を維持するために手摺り23が設置されている。
【0043】
集合マスト16は昇降ステージ7が継足しマスト6の軸方向に円滑に昇降できるように、所定の間隔をおいて、図8に示すように、継足しマスト6を繋留めするマスト中継ぎ部材24を設けている。中継ぎ部材24は昇降ステージ7の昇降に影響しないように、前記した二点鎖線で示す正三角形21内に入る大きさの正三角形状のフレームによる枠組みをしている。
【0044】
固定ステージを集合マスト16の頂部に設けることは、本発明の特徴の一つであり、ここでは、上部全面床28として、集合マスト16の頂部に設けている。上部全面床28は昇降ステージ7内で組立て・解体される。
【0045】
次に、図1〜図9により、蒸発釜内における作業用昇降式足場の組立・解体工法について詳述する。
【0046】
蒸発釜1内に足場資材等が角型マンホール3bを介して搬入され、作業床5が仮設される。作業床5は床面5aにマストベース受枠15aを設けて、マストベース13が固定される。
【0047】
継足しマスト6がマストベース13にボルト・ナット22によって着脱可能に設置される。それらの継足しマスト6にラックピニオン式の昇降機構を有する駆動装置9aと制御装置9bを備えた駆動フレーム8が取付けられ、駆動フレーム8にブラケット25を介して昇降ステージ7が取付けられる。
【0048】
昇降ステージ7はラックピニオン式の昇降機構を駆動させて、継足しマストの軸方向に上昇させ、継足しマスト6を順次継足しながら所定高さの集合マスト16を設置する。
【0049】
昇降ステージ7を作業床5まで下降させて、昇降ステージ7内で、上部全面床28の主な構造が組立てられる。
【0050】
図9に示すように、上部全面床28は骨格フレーム28aによって、後組み部分30と先組み部分31に大別される。後組み部分30には継足しマスト6からなる集合マスト16と中継ぎ部材24が配置されている。
【0051】
上部全面床28は下降した昇降ステージ7内で、先組み部分31が鋼製足場板32で床面を取付けられ、チェッカープレート33が取付けられる。
【0052】
その後、上部全面床28は昇降ステージ7の上昇により集合マスト16の頂部を超える位置まで運ばれる。上部全面床28は固定用フレーム34を移動させて、各集合マスト16の上端に位置される。これによって、上部全面床28は昇降ステージ7から独立して、集合マスト16の上に固定される。
【0053】
その後、後組み部分30に設けたハッチ35を開けて、そこから鋼製足場板29を運び、後組み部分30の床面を形成する。これによって、昇降式足場4の組立てが完了する。
【0054】
昇降式足場4を用いて点検等の作業を終了した後、組立の手順と逆の手順によって、上部全面床28を昇降ステージ7内で解体し、上部全面床28を解体した後、昇降ステージ7を下降させて継足しマスト6を順次取外して昇降式足場4を解体する。
【0055】
以上のように、上記した実施の形態によれば、壁繋ぎのできない蒸発釜1でも、簡単な構造の中継ぎ部材24を用いて、継足しマスト6間を連結して、昇降ステージ7の偏りを皆無にして、系外で用意された部材を釜内に搬入して、昇降式足場4の組立・解体作業を迅速、簡単且つ安全に行うことができる。
【0056】
上記昇降式足場4によれば、蒸発釜1においては、昇降式足場4の組立・解体作業が各一日以内で行うことができるので、蒸発釜1の操業に支障を生じない。また、上部までの足場の仮設は高所作業を激減し、熟練度を必要としない。
【0057】
上記実施の形態では、蒸発釜の場合について詳述したが、他の塔槽類内で昇降式足場を組立・解体する場合も同様の効果が得られる。
【0058】
図10は本発明による昇降ステージの他の例を示す横断面図である。
【0059】
図7と共通する箇所は同じ符号を付けて、説明の一部を省略した。
【0060】
昇降ステージ36の取付け構造に特徴を有する。
【0061】
集合マスト16を構成する継足しマスト6を繋ぐために、継足しマスト6の外側にリングフレーム37を設け、各継足しマスト6の外側に駆動フレーム8の開口部を設けてそこから中継ぎ部材38をリングフレーム37に接続させている。
【0062】
従って駆動フレーム8から軸芯方向にブラケット39を設け、ブラケット39の先端部にリング状のステージフレーム40を設け、ステージフレーム40を介して継足しマスト6と継足すマスト6の間にステージ40a、40bを形成している。
【0063】
昇降ステージ36は外側にリングフレーム37を設けることによって、径の小さい塔槽類の昇降式足場の組立、解体に適している。効果については、前述した昇降ステージ4と同様の効果を有する。
【0064】
【発明の効果】
以上のように、本発明は塔槽類内に仮設する作業床と、該作業床に着脱可能に設置する継足しマストからなる集合マストと、該集合マストの軸方向に昇降させる昇降ステージと、該昇降ステージを取付けそれをラックピニオン式機構で昇降させる駆動装置を各継足しマスト毎に備えた駆動フレームと、制御装置から構成した簡単な昇降式足場構造によって、昇降式足場を昇降させながら、マストの継足し、取外しを行い、壁繋ぎのできない場合でも、昇降式足場を迅速に組立・解体することができ、高所作業を激減し、且つ全体の工期を短縮できる。
【図面の簡単な説明】
【図1】本発明の一実施の形態を示す縦断面図である。
【図2】図1による点線Pで示す要部拡大図である。
【図3】図1によるA−A線矢視の下部作業床を示す一部切欠きを有する図である。
【図4】継足しマスト単体によるマストベースへの取付け状態を示す側面図である。
【図5】図4のD−D線矢視による横断面図である。
【図6】本発明による継足しマストと駆動フレームの取付け状態を示す平面図である。
【図7】図1によるB−B線矢視の昇降ステージを示す一部切欠きを有する図である。
【図8】図1によるE−E線矢視の中継ぎを示す図である。
【図9】図1によるC−C線矢視の上部全面床を示す一部切欠きを有する図である。
【図10】本発明による他の実施の形態を示す一部切欠きを有する横断面図である。
【符号の説明】
1 蒸発釜
2 攪拌機等
3a マンホール
3b 角型マンホール
4 昇降式足場
5 作業床
5 床面
6 継足しマスト
6a マスト部材
7 昇降ステージ
8 駆動フレーム
9a 駆動装置
9b 制御装置
10 主梁
11 ジャッキベース
12 補助梁
13 マストベース
14、33 チェッカープレート
15a マストベース受枠
15b 開口部
15c ハッチ
16 集合マスト
17 補強材
18 ラック
19 ガイド
20 ベース板
21 正三角形
22 ボルト
23 手摺り
24 マスト中継ぎ部材
25 ブラケット
26 ステージ
27 ピニヨン
28 上部全面床
28a 骨格フレーム
29、32 鋼製足場板
30 後組み部分
31 先組み部分
34 固定用フレーム
35 ハッチ
36 昇降ステージ(リングフレーム型)
37 リングフレーム
38 中継ぎ部材(リングフレーム型)
39 ブラケット(リングフレーム型)
40 ステージフレーム
40a、40b ステージ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for assembling / disassembling a working lifting scaffold used when checking, repairing, cleaning, and the like in tower tanks.
[0002]
[Prior art]
Tower tanks such as chimneys, evaporators and tanks (hereinafter referred to as tower tanks) are periodically and irregularly stopped for internal inspection, repair, cleaning, etc. After stopping the operation of the towers and tanks and washing the interior with water, assemble a scaffolding inside and inspect, repair, and clean the interior.
[0003]
In general, tower tanks keep the main body airtight, process the fluid, and discharge the system from the top.
[0004]
For example, a continuous evaporator used for cooking kraft pulp is a tower having a height of about 50 m. The above cooking is carried out for several hours at around 170 degrees by adding a cooking solution to wood chips in a pressure-resistant evaporation kettle and blowing heating steam into the upper, middle and lower parts. The wood chip descends while permeating the cooking liquor, and the pulp is recovered from the lower end by blowdown.
[0005]
The evaporating kettle is generally cylindrical in shape and has a smooth inner wall, and a stirring machine or the like is provided at the upper and lower parts of the evaporating kettle to promote reaction or cooking.
[0006]
A stirrer or the like needs to be inspected, repaired, and cleaned regularly or irregularly in order to keep stirring smoothly. In that case, a temporary scaffold is required in the evaporation pot.
[0007]
However, since the evaporating kettle is required to be airtight, there are few entrances into the kettle, and usually, scaffolding materials such as pipes are inserted using about 3 to 4 manholes provided in the axial direction. In addition, the temporary scaffolding is inspected, repaired, and cleaned.
[0008]
Therefore, the work of loading and unloading scaffolding materials in a narrow place is complicated, and it takes time to build a temporary scaffold. Usually, in view of the operation plan of the evaporating kettle, since it cannot be stopped for a long time, there are cases where the inspection date is divided into two or three times per year. Moreover, the temporary construction of the scaffolding up to the upper part is a work at a high place, and skill is required.
[0009]
[Problems to be solved by the invention]
As shown in the evaporating kettle described above, it is generally complicated to assemble and dismantle temporary scaffolds for internal inspection, repair, cleaning, etc. in order to keep the main body airtight and to treat the fluid. Takes time. Therefore, it is easy to cause trouble in the operation of tower tanks. Moreover, the temporary construction of the scaffolding up to the upper part is a work at a high place, and skill is required.
[0010]
Japanese Patent Application Laid-Open No. 8-218620 discloses a scaffold device used when building a tower-like structure such as a chimney. When constructing the above tower-like structure, form a multi-stage formwork to form a frame, cast concrete into it and solidify it, then remove the formwork one after another and stack one block at a time. The building formation work proceeds.
[0011]
That is, a scaffold forming operation for stacking mast blocks constituting a mast on a basic surface, and simultaneously using a scaffold device for performing the chassis forming operation.
[0012]
The scaffold device includes a mast block lifting device, a mast block loading / unloading device, an upper fixed scaffold fixed to the upper end of a mast erected by using the lifting device, and a predetermined interval below the upper fixed scaffold. The fixed lower fixed scaffold, and the movable landing that is arranged to be movable up and down between the upper fixed scaffold and the lower fixed scaffold.
[0013]
However, the scaffold device disclosed in Japanese Patent Application Laid-Open No. 8-218620 is a device that pushes up the mast block using a cylinder, and it is difficult to apply the scaffold device as it is to a lifting scaffold such as inspection of tower tanks.
[0014]
The present invention is intended to solve the above-mentioned problems, drastically reduces work at height, does not swing, is lightweight with a reduced number of parts, and can be quickly assembled and disassembled to shorten the work period. The purpose is to provide a method for assembling and dismantling work scaffolds.
[0015]
[Means for Solving the Problems]
Reference invention 1 is a working lifting scaffold (hereinafter referred to as a lifting scaffold) assembled and dismantled in a tower tank, the lifting scaffold being a work floor temporarily installed in the tower tank, the work An assembly mast composed of an additional mast that is detachably installed on the floor, an elevator stage that moves up and down in the axial direction of the assembly mast, and a drive device that attaches the elevator stage and moves it up and down by a rack and pinion mechanism It is the raising / lowering type | system | group scaffold in the tower tank characterized by comprising the drive frame with which each was equipped, and the control apparatus.
[0016]
The reference invention 2 is characterized in that, in the reference invention 1, the connection of the masts of the collective mast is constituted by a frame that is framed in a triangular shape inside at a predetermined interval.
[0017]
The reference invention 3 is characterized in that, in the reference invention 1, the joining masts of the collective mast are constituted by a frame that is framed in a ring shape outside at a constant interval.
[0018]
The reference invention 4 is characterized in that, in the reference invention 1, 2, or 3, a fixed stage that is assembled and disassembled by an elevating stage is provided at the top of the collective mast.
[0019]
According to the present invention, the above-described work floor, a collective mast composed of an additional mast installed on the work floor, a lift stage that moves up and down in the axial direction of the collective mast, and the lift stage is attached to the rack and pinion type Because it is composed of a drive frame that is equipped with a drive device that moves up and down with a mechanism for each mast, and a control device, it is possible to assemble a lifting scaffold even in tower tanks that can not be connected to the wall It is also possible to assemble the fixed stage assembled by the lifting stage to the top of the collective mast.After the assembly of the lifting scaffold is completed and the work by the lifting scaffold is completed, the fixed stage is moved by the lifting stage. It can be dismantled, the elevating stage can be lowered and added, and the mast can be removed sequentially to dismantle the elevating scaffold.
[0020]
The invention of claim 1 is an assembling / disassembling method for working lifting scaffolds in tower tanks, wherein a mast is removably installed on a work floor temporarily installed in the tower tanks, A drive frame having a drive device having a rack and pinion type lifting mechanism is attached to the additional mast, a lifting stage is attached to the frame via a bracket, and the lifting stage is added by a rack and pinion type lifting mechanism in the axial direction of the mast. The assembly mast of a predetermined height is installed while the mast is raised and the mast is sequentially added, the fixed stage assembled by the elevating stage is attached to the top of the mast, the assembly of the elevating scaffold is completed, and the elevating scaffold After the work is completed, the fixed stage is disassembled by the elevating stage, the elevating stage is lowered and added, the mast is sequentially removed, and the elevating scaffold is disassembled. Which is the assembly and dismantling method of work for elevating scaffold in the tower tank class, characterized.
[0021]
As described above, according to the present invention, even in a tower tank that cannot be connected to the wall, the mast is added and removed while raising and lowering the lifting platform, and the lifting platform is quickly assembled and disassembled. Therefore, it is possible to drastically reduce the work at high places and shorten the overall construction period.
[0022]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described in detail below with reference to the drawings.
[0023]
FIG. 1 is a longitudinal sectional view showing an embodiment of the present invention, FIG. 2 is an enlarged view of a main part indicated by a dotted line P in FIG. 1, and FIG. 3 is a lower work floor as viewed in the direction of arrows AA in FIG. FIG. 4 is a side view showing a state in which the additional mast is attached to the mast base, FIG. 5 is a cross-sectional view taken along line DD of FIG. 4, and FIG. 7 is a plan view showing a mounting state of the additional mast and the drive frame according to FIG. 7, FIG. 7 is a view having a partially cut-out showing the lifting stage as viewed from the line B-B in FIG. 1, and FIG. 8 is a line EE in FIG. FIG. 9 is a view having a partially cutout showing the upper entire floor of the CC line arrow view according to FIG. 1.
[0024]
The case where the working lifting scaffold of the present invention is used in a continuous evaporation pot (hereinafter referred to as an evaporation pot) indicated by a two-dot chain line will be described in detail.
[0025]
The features of the present invention will be described in detail below.
[0026]
As shown in FIG. 1, an elevating scaffold 4 is temporarily installed in the evaporation pot 1. The elevating scaffold 4 includes a work floor 5 installed at the bottom of the evaporating pot 1, a collective mast 16 composed of an additional mast 6 installed on the work floor 5, an elevating stage 7 that moves up and down in the axial direction of the collective mast 16, A driving device 9a for raising and lowering the elevating stage 7 by a rack and pinion type and a control device 9b are added to the driving frame 8 provided for each mast.
[0027]
The elevating scaffold 4 is temporarily installed after the evaporating pot 1 is stopped and the solution to be poured is washed inside with water.
[0028]
The work floor 5, the additional mast 6, the elevating stage 7, and the drive frame 8 including the drive device 9 a and the control device 9 b are all assembled or attached so as to be detachable by bolts and nuts.
[0029]
In temporarily installing the elevating scaffold 4, the work floor 5 is installed at the bottom of the evaporating pot 1.
[0030]
In order to assemble or attach the work floor 5 or the like in the evaporating kettle 1, as shown in FIG. 2, scaffolding materials and the like are carried from a square manhole 3b obtained by improving the existing manhole 3a. Is taken out of there.
[0031]
The lower stirrer 2 provided at the bottom of the evaporating pot 1 is stopped, and the main beam 10 is provided by sewing the space. The main beam 10 is supported by a jack base 11, and an auxiliary beam 12 is provided so as to cross the lower side of the main beam 10. Then, the work floor 5 is installed on the main beam 10. All of these are removably assembled by bolts and nuts.
[0032]
As shown in FIG. 3, the work floor 5 forms a floor surface 5a made of a steel scaffold, and a checker plate 14 is attached to the peripheral end of the floor surface 5a.
[0033]
Further, mast base receiving frames 15a are provided at three locations on the floor surface 5a, and the mast 6 is added to the three mast bases 13 fixed to the main beam 10 via the mast base receiving frames 15a. The splicing mast 6 is disposed so that the line connecting the shaft cores is an equilateral triangle so that a later-described splicing member can be attached.
[0034]
In addition, the code | symbol 15b protrudes a part of existing stirrer 2 by the opening part. Reference numeral 15c denotes a hatch which is an entrance / exit for under-floor inspection.
[0035]
4, 5, and 6, the mast 6 is arranged in a substantially rectangular shape with a gap between four mast members 6 a connected by a reinforcing material 17 to form a mast bone. . The extension mast 6 is attached with a rack 18 constituting a rack and pinion type mechanism.
[0036]
The extension mast 6 has a base plate 20 attached to the lower end and is detachably installed on the mast base 13 with bolts 22. In addition, the guide 19 makes it easy to install the mast 6.
[0037]
Similarly, a base plate 20 is attached to the upper end of the extension mast 6, and the base plate 20 attached to the lower end of the next extension mast 6 is extended by a bolt 22.
[0038]
These addition operations of the addition mast 6 are sequentially repeated to form the addition mast 6 having a predetermined height. The additional mast 6 formed to a predetermined height is handled as a collective mast 16.
[0039]
As shown in FIG. 7, the elevating stage 7 has a drive frame 8 attached so that it can be raised and lowered to each additional mast 6, a bracket 25 attached to each drive frame 8, and a donut shape via the bracket 25. The stage 26 is attached. A handrail 23 is attached to the stage 26 in order to maintain safety. As shown in FIG. 6, the lifting / lowering stage 7 is moved up and down, and the rack 18 constituting the mast 6 and the pinion 27 of the driving frame 8 are engaged with each other, and the driving device 9a is driven to be connected integrally with the driving device 9a. While being controlled by the control device 9b, the rack and pinion mechanism moves up and down while maintaining the horizontal position.
[0040]
At this time, a mast intermediate member 24 is provided between the additional masts 6 so as to be secured so as not to be biased. Therefore, the axial direction side of the drive frame 8 is opened. The opening ratio is set so that the line connecting the axes of the mast 6 becomes an equilateral triangle 21 as indicated by a two-dot chain line.
[0041]
The elevating stage 7 is a work scaffold for performing work such as inspection, repair, and cleaning in the evaporating pot 1, and equipment, tools, and the like necessary for the work are placed together with the worker. Further, materials necessary for assembling the additional mast 6, a material lifting device, and the like are placed on the elevating stage 7, and the additional mast 6 is assembled in the elevating stage 7. The control device 9b is also installed on the lifting stage 7.
[0042]
Therefore, the elevating stage 7 has a size that allows the work to be carried by placing them. However, the shortage can be easily supplemented by repeated ups and downs, but the size of the lifting stage 7 is limited, so for example, the additional mast 6 is about 1.5 m long enough to be carried in and out by hand. The mast member 6a is used.
Further, a handrail 23 is installed around the elevating stage 7 in order to maintain safety.
[0043]
As shown in FIG. 8, the collective mast 16 is provided with a mast intermediate member 24 for securing the additional mast 6 at a predetermined interval so that the elevating stage 7 can be moved up and down smoothly in the axial direction of the mast 6. Provided. The intermediate member 24 has a frame made of an equilateral triangular frame having a size that falls within the equilateral triangle 21 indicated by the two-dot chain line so as not to affect the elevation of the elevating stage 7.
[0044]
Providing the fixed stage on the top of the collective mast 16 is one of the features of the present invention. Here, the upper stage floor 28 is provided on the top of the collective mast 16. The upper entire floor 28 is assembled and disassembled in the elevating stage 7.
[0045]
Next, with reference to FIGS. 1 to 9, the assembly / disassembly method of the working lifting scaffold in the evaporation pot will be described in detail.
[0046]
Scaffolding materials and the like are carried into the evaporating pot 1 through the square manhole 3b, and the work floor 5 is temporarily installed. The work floor 5 is provided with a mast base receiving frame 15a on the floor surface 5a, and the mast base 13 is fixed.
[0047]
The extension mast 6 is detachably installed on the mast base 13 by bolts and nuts 22. A drive frame 8 having a drive device 9 a having a rack and pinion type lifting mechanism and a control device 9 b is attached to the extension mast 6, and the lift stage 7 is attached to the drive frame 8 via a bracket 25.
[0048]
The elevating stage 7 drives a rack and pinion type elevating mechanism to elevate in the axial direction of the additional mast, and installs the collective mast 16 having a predetermined height while sequentially adding the additional mast 6.
[0049]
The elevating stage 7 is lowered to the work floor 5, and the main structure of the upper entire floor 28 is assembled in the elevating stage 7.
[0050]
As shown in FIG. 9, the upper entire floor 28 is roughly divided into a rear assembly portion 30 and a front assembly portion 31 by a skeleton frame 28a. In the rear assembly 30, an assembly mast 16 composed of the additional mast 6 and the intermediate member 24 are arranged.
[0051]
The upper entire floor 28 is mounted on the floor 31 with the steel scaffolding plate 32 and the checker plate 33 is attached to the pre-assembled portion 31 in the ascending / descending stage 7 lowered.
[0052]
Thereafter, the upper entire floor 28 is moved to a position exceeding the top of the collective mast 16 by the ascent of the elevating stage 7. The upper entire floor 28 is positioned at the upper end of each collective mast 16 by moving the fixing frame 34. As a result, the upper entire floor 28 is fixed on the collective mast 16 independently of the elevating stage 7.
[0053]
Thereafter, the hatch 35 provided in the rear assembly portion 30 is opened, and the steel scaffolding plate 29 is carried from there to form the floor surface of the rear assembly portion 30. Thereby, the assembly of the liftable scaffold 4 is completed.
[0054]
After completion of the inspection and the like using the lifting / lowering scaffold 4, the upper entire floor 28 is disassembled in the lifting stage 7 and the upper entire floor 28 is disassembled by a procedure reverse to the assembly procedure. Is lowered, the mast 6 is sequentially removed, and the liftable scaffold 4 is disassembled.
[0055]
As described above, according to the embodiment described above, even in the evaporating pot 1 that cannot be connected to the wall, the connecting mast 6 is connected using the relay member 24 with a simple structure, and the lifting stage 7 is biased. It is possible to carry out the assembly / disassembly work of the lifting / lowering scaffold 4 quickly, easily and safely by carrying a member prepared outside the system into the hook without any need.
[0056]
According to the lifting / lowering scaffold 4, in the evaporating pot 1, the assembling / disassembling work of the lifting / lowering scaffold 4 can be performed within one day, so that the operation of the evaporating pot 1 is not hindered. Also, the temporary construction of the scaffolding up to the top drastically reduces the work at height, and does not require skill.
[0057]
In the above embodiment, the case of the evaporating kettle has been described in detail, but the same effect can be obtained when the lifting and lowering scaffold is assembled and disassembled in other tower tanks.
[0058]
FIG. 10 is a cross-sectional view showing another example of the lifting stage according to the present invention.
[0059]
Portions common to those in FIG. 7 are denoted by the same reference numerals, and a part of the description is omitted.
[0060]
The mounting structure of the lifting / lowering stage 36 is characterized.
[0061]
In order to connect the additional mast 6 constituting the collective mast 16, a ring frame 37 is provided on the outer side of the additional mast 6, and an opening of the drive frame 8 is provided on the outer side of each additional mast 6. Is connected to the ring frame 37.
[0062]
Accordingly, the bracket 39 is provided in the axial direction from the drive frame 8, the ring-shaped stage frame 40 is provided at the tip of the bracket 39, and the stage 40 a, between the mast 6 that is added via the stage frame 40 and the mast 6 is added. 40b is formed.
[0063]
The elevating stage 36 is suitable for assembling and disassembling elevating scaffolds for tower tanks having a small diameter by providing a ring frame 37 on the outside. About an effect, it has the same effect as the raising / lowering stage 4 mentioned above.
[0064]
【The invention's effect】
As described above, the present invention is a work floor temporarily installed in the towers, a collective mast composed of an additional mast that is detachably installed on the work floor, a lifting stage that moves up and down in the axial direction of the collective mast, While installing the lifting stage and driving it up and down with a rack and pinion mechanism, the driving frame provided for each mast and a simple lifting type scaffolding structure composed of a control unit, while raising and lowering the lifting type scaffold, Even when the mast is added and removed, and the walls cannot be connected, the lifting and lowering scaffold can be quickly assembled and disassembled, and the work at a high place can be drastically reduced and the entire construction period can be shortened.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing an embodiment of the present invention.
FIG. 2 is an enlarged view of a main part indicated by a dotted line P in FIG.
FIG. 3 is a view having a partially cutaway showing a lower work floor as viewed in the direction of arrows AA in FIG. 1;
FIG. 4 is a side view showing a state of attachment to a mast base by an additional mast alone.
5 is a cross-sectional view taken along line DD in FIG.
FIG. 6 is a plan view showing an attachment state of an extension mast and a drive frame according to the present invention.
7 is a view having a partially cutaway showing the lifting stage as viewed in the direction of arrows BB according to FIG. 1;
FIG. 8 is a view showing a joint as viewed in the direction of arrows EE according to FIG. 1;
FIG. 9 is a view having a partial cut-out showing the entire upper floor of the line CC in FIG. 1;
FIG. 10 is a cross-sectional view with a partial cutaway showing another embodiment according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Evaporation pot 2 Stirrer etc. 3a Manhole 3b Square type manhole 4 Lifting type scaffold 5 Work floor 5 Floor surface 6 Additional mast 6a Mast member 7 Lifting stage 8 Drive frame 9a Drive unit 9b Control unit 10 Main beam 11 Jack base 12 Auxiliary beam 13 Mast base 14, 33 Checker plate 15a Mast base receiving frame 15b Opening 15c Hatch 16 Collective mast 17 Reinforcement 18 Rack 19 Guide 20 Base plate 21 Eight triangle 22 Bolt 23 Handrail 24 Mast intermediate member 25 Bracket 26 Stage 27 Pinion 28 Upper part Full floor 28a Skeletal frames 29, 32 Steel scaffolding plate 30 Rear assembly 31 Front assembly 34 Fixing frame 35 Hatch 36 Lifting stage (ring frame type)
37 Ring frame 38 Joint member (ring frame type)
39 Bracket (Ring frame type)
40 stage frame 40a, 40b stage

Claims (1)

塔槽類内における作業用昇降式足場の組立・解体工法であって、前記塔槽類内に仮設した作業床に継足しマストを着脱可能に設置し、それらの継足しマストにラックピニオン式の昇降機構を有する駆動装置を備えた駆動フレームを取付け、該フレームにブラケットを介して昇降ステージを取付け、ラックピニオン式の昇降機構により昇降ステージを継足しマストの軸方向に上昇させ、継足しマストを順次継足しながら所定高さの集合マストを設置し、該昇降ステージにより組立てた固定ステージを集合マストの頂部に取付けて、昇降式足場の組立てを完了し、昇降式足場による作業を終了した後、固定ステージを昇降ステージにより解体し、昇降ステージを下降させて継足しマストを順次取外して昇降式足場を解体することを特徴とする塔槽類内の作業用昇降式足場の組立・解体工法。  It is an assembly and dismantling method for working lifting scaffolds in tower tanks, and a mast is removably installed on the work floor temporarily installed in the tower tanks, and rack and pinion type A drive frame equipped with a drive device having a lift mechanism is attached, a lift stage is attached to the frame via a bracket, the lift stage is added by a rack and pinion type lift mechanism, and is raised in the axial direction of the mast. After installing the assembly mast of a predetermined height while sequentially adding, attaching the fixed stage assembled by the elevating stage to the top of the assembly mast, completing the assembly of the elevating scaffold, and finishing the work by the elevating scaffold, A tower tank characterized in that the fixed stage is disassembled by the elevating stage, the elevating stage is lowered and added, the mast is sequentially removed, and the elevating scaffold is disassembled Assembly and dismantling method of work for elevating scaffold on the inner.
JP2001287694A 2001-09-20 2001-09-20 Assembly and dismantling method for work lifting scaffolds in tower tanks Expired - Lifetime JP3895143B2 (en)

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