JP2004176403A - Lifting/lowering working stage - Google Patents

Lifting/lowering working stage Download PDF

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Publication number
JP2004176403A
JP2004176403A JP2002343691A JP2002343691A JP2004176403A JP 2004176403 A JP2004176403 A JP 2004176403A JP 2002343691 A JP2002343691 A JP 2002343691A JP 2002343691 A JP2002343691 A JP 2002343691A JP 2004176403 A JP2004176403 A JP 2004176403A
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Japan
Prior art keywords
chimney
support plate
floor
work stage
wall surface
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Granted
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JP2002343691A
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Japanese (ja)
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JP4065395B2 (en
Inventor
Takeshi Hayashibe
武 林部
Akira Yasogawa
昭 八十川
Umeo Oishi
梅雄 大石
Terumi Akitsumi
照美 秋積
Eiji Fujisawa
英二 藤沢
Hisahide Kobayashi
久秀 小林
Takashi Watabe
隆史 渡部
Hirohisa Yamashita
裕久 山下
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Hazama Ando Corp
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Ando Corp
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Priority to JP2002343691A priority Critical patent/JP4065395B2/en
Publication of JP2004176403A publication Critical patent/JP2004176403A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • E04G3/243Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the outside contour of a building
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/08Wrecking of buildings
    • E04G2023/087Wrecking of buildings of chimneys, smoke stacks or the like

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a work platform lifted and lowered along the external wall surface of a chimney by an elevator for safely conducting chimney demolition work efficiently. <P>SOLUTION: In a working floor 11 in which a floor face is constituted by adjusting the overlap quantity of a plurality of step floor members 12 and 13 in response to the diametral change of the chimney 1, a plurality of the working floors 11 are supported at upper ends and arranged at specified intervals along the external wall surface of the chimney in conformity with the external shape of the assembled chimney 1, and unit frames 20 capable of supporting rod expansion/contraction operations of extension jacks 25 by re-piling upper-stage bearing plates 23 and lower-stage bearing plates 24 pushed and fixed to the surface of the external wall surface concrete of the chimney with high friction are used as main structures. Grip jacks 41 and ring chains 45 adjusting a length in the peripheral direction in response to the change of the diameter of the chimney and being capable of adjusting a trace quantity in the peripheral direction for controlling a pushing force against the external wall surface of the chimney of the bearing plates 23 and the bearing plates 24 are mounted among the unit frames 20 and the adjacent unit frames 20. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は昇降作業ステージに係り、煙突の外周に設置され、廃棄物焼却施設の煙突解体作業を安全かつ効率的に行うために利用され、装備された昇降装置により煙突の外壁面に沿って上昇、下降可能な昇降作業ステージに関する。
【0002】
【従来の技術】
平成12年から施行されたダイオキシン類対策特別措置法に基づき、焼却施設から発生するダイオキシン類の排出基準が強化された。これにより、今後、全国各地の廃棄物焼却施設で改造や建て替えが行われるとともに、ごみ処理施設の広域化計画に伴い廃止される施設も多数見込まれている。このためダイオキシン類等の有害物質に汚染されている廃棄物焼却施設を安全に解体するための技術が求められてきている。特に老朽化した高層煙突等の解体では、煙突内筒の内周面に付着したダイオキシン類の有害物質を、人力を介さずに洗浄し、煙突を安全に解体することが重要である。
【0003】
出願人は、上述した煙突の解体技術に関して想定される複数の問題点を解決した技術、すなわち廃棄物等を焼却した際に、煙突に付着している有害物質を安全に除去し、さらに煙突全体を安全かつ効率よく解体し、さらにそれら解体材料をリサイクルできるようにした技術として、廃棄物焼却施設の煙突解体システム及び解体方法に関する特許出願を行っている(特願2001−379205出願明細書参照)。また、この出願に類似した先行技術として、昇降機能を備えたマストを介して上下位置に連結された作業ステージ上を設け、上部ステージ上に破砕装置を搭載し、老朽化したRC煙突の解体を行うようにした構造物解体装置がある(特許文献1参照)。
【0004】
一方、中層以上の高い煙突の形状は上部に向けて細くなるテーパー状をなすように、煙突直径が高さによって変化するものが多い。このため、解体時にこの断面寸法の変化に応じて安全作業を行える足場構造等も求められている。特に煙突の解体作業は、高所作業が中心となるため、作業ステージが常に煙突の外壁面に接していて、作業時の墜落等の危険がないことが求められる。このような観点からなされた類似の先行技術として、煙突直径が下部から上部にかけて縮径するような高層煙突において、煙突頂部から吊持され、その位置を昇降させるようにしたゴンドラを用いて行う煙突外壁のメンテナンスを効率的に行えるようにした作業用ゴンドラ装置に関する先行技術がある(特許文献2参照。)この作業用ゴンドラ装置の技術によれば、煙突直径の変化に応じて隣接して吊持されているゴンドラ間の足場を伸縮させることで、煙突の外壁面に沿って作業ステージを隙間無く配置することができる。
【0005】
【特許文献1】
特開平11−166315号公報
【特許文献2】
特開平6−26190号公報
【0006】
【発明が解決しようとする課題】
ところで、上述した特許文献1に記載された解体装置では、RC煙突を破砕可能な油圧等の大がかりな破砕装置を上部作業ステージ上に搭載し、その他の付帯的な作業も下部ステージ上で行われる。そのときの各ステージの自重及び積載荷重は、煙突の壁面に貫通して設けたピン孔に、作業ステージ側に設けられたロックピンを差し込むようにして煙突に支持させる構造になっている。ところが、長期にわたり高熱に曝されていた煙突のコンクリート強度は、強度低下など脆弱となっていることが予想されるため、特許文献1のように、解体装置がすべて作業ステージ上に備えられている場合等には、煙突の壁面に貫通して設けたピン孔では、荷重に耐える強度が得られないおそれがある。そのためピン孔の設置箇所を増やせば、作業ステージの昇降ごとに多数のピン孔を設ける必要があり、作業ステージの連続した昇降作業が行えないという問題がある。
【0007】
そこで、本発明の目的は上述した従来の技術が有する問題点を解消し、煙突解体作業に必要な汚染物質の洗浄作業や、内筒の解体、外筒コンクリートの解体作業等に必要な装置を、煙突本体に安全な状態で保持させることで、作業ステージを大幅に軽量化し、作業ステージに組み込まれた昇降装置により、煙突の形状に影響を受けずに煙突の外壁面に直接支持されるようにして、連続的に煙突外壁面に沿って昇降可能な作業ステージを提供することにある。
【0008】
【課題を解決するための手段】
上記目的を達成するために、本発明の昇降作業ステージは、煙突の直径変化に対応して複数枚のステップ床部材の重なり量を調整して床面が構成される作業床部と、該作業床部を上端で支持するとともに、組み付けられる煙突の外形形状に合わせて複数基が前記煙突外壁面に沿って所定間隔をあけて配設されてステージ主要構造が構成され、所定ストロークの昇降機構の伸縮動作を、煙突外壁面コンクリートの表面に高摩擦で押圧固定される上段支圧板と下段支圧板とを盛替えて支持することで昇降可能なユニットフレームと、該隣接するユニットフレーム間に横架され、煙突直径の変化に対応して円周方向長を調整するとともに、前記上段支圧板、下段支圧板の前記煙突外壁面への押圧力を制御するために円周方向長を微量調整可能な円周方向長調整手段とを備えたことを特徴とする。
【0009】
前記円周方向長調整手段は、上段支圧板、下段支圧板をそれぞれ支持するフレーム外側端を結ぶ多角形をなすように連結された油圧シリンダジャッキ群と、前記フレームの外側端を経由して引張部材を掛け渡すことが好ましい。
【0010】
前記上段支圧板、下段支圧板の押圧動作は、前記油圧シリンダジャッキの一斉伸縮動作による制御と前記引張部材の張力調整による制御とを行うことにより実現することが好ましい。
【0011】
前記上段支圧板、下段支圧板の面板の表面に連続歯形を形成し、コンクリートと確実に噛合するようにすることが好ましい。
【0012】
【発明の実施の形態】
以下、本発明の昇降作業ステージの一実施の形態について、添付図面を参照して説明する。
図1は、本発明の昇降作業ステージが仮想線で示した円筒形状の煙突1の外壁面に高さ方向に昇降可能に組み付けけられた状態を示した斜視図である。
昇降作業ステージ10は、煙突1の直径変化に対応して複数枚のステップ床部材の重なり量を調整して床面が構成される作業床部11と、作業床部11を上端で支持するとともに、組み付けられる煙突1の外形形状に合わせて複数基が煙突1の外壁面に沿って所定間隔をあけて配設され、ステージ主要構造を構成し、それぞれがコンクリート表面に高摩擦で押圧固定される上段支圧板23、下段支圧板24と、所定ストロークで作業ステージ全体を昇降可能な昇降機構とを有するユニットフレーム20と、隣接するユニットフレーム20間に横架され、煙突直径の変化に対応して円周方向長を調整するとともに、上段支圧板23、下段支圧板24の前記煙突外壁面への押圧力を制御するために円周方向長を微量調整可能なグリップジャッキ41とリングチェーン45からなる円周方向長調整手段40とから構成されている。
【0013】
以下、昇降作業ステージ10を構成する各部材について、図1〜図6を参照して説明する。作業床部11は、ユニットフレーム20の上端に支持され、平面視して円弧状をなす円周方向長さの長い下床12Aと、円周方向長さの短い上床12Bとが積層された2層構造の固定床12と、下床12Aの外側の一端に連結ピン18を介して回動可能に連結され、円周方向の両側端が隣接するユニットフレーム20の端部間に架設された可動床13とから構成されている。本実施の形態の作業ステージ10は、ユニットフレーム20が6本から構成されているため(図4(b))、作業床部11の全体平面形状は角が丸みを帯びた略六角形状なすように固定床12と可動床13とが交互に配置されている。作業床の材質、材料は特に限定されないが、軽量化を図るために鋼製あるいはアルミニウム製縞鋼板、FRP(繊維強化樹脂)成形加工品等が好ましく、構造においても枠体にエキスパンドメタル、パンチングメタル、溶接金網等の床材を取り付けて軽量化を図ることができる。
【0014】
ユニットフレーム20が上昇して支持される煙突1の直径が縮径されると隣接間隔が短くなり、作業床部11同士も接近する。したがって、図2(c),(b),(a)の順に平面形状が煙突直径の変化に対応して縮小する。可動床13は、隣接する固定床12が接近するのに伴って固定床12との重なり部分が大きくなり、その一部が固定床12の上床12Bと下床12Aの間の空間に入り込み、床面の縮小が達成される。このとき各固定床12の下床12Aの外周縁には幅木部材14と、支柱15と手摺り材16を組み立てて構成された手摺りユニット17とが取り付けられている(図1参照)。手摺りユニット17も床面の縮小に伴い隣接した同士の重なり部分が生じるが、隣接する手摺り材16の取り付け位置をずらしておくことにより、手摺り材16端部の干渉を回避できる。なお、本実施の形態では、図1,図2各図に示したように、煙突1の外壁に部分的に設けられた昇降はしご等の突起構造(図示せず)を回避するために可動床13の一部をフラップ構造19にしている。これにより、突起構造と作業ステージ10との干渉を回避することができる。
【0015】
ユニットフレーム20の構成について、図3,図4を参照して説明する。
図3左半図はユニットフレーム20の初期状態を示した側面図である。ユニットフレーム20は、その上下端にスプレッダビーム21,22を有し、各スプレッダビーム21,22の煙突1側の端面に上段支圧板23、下段支圧板24が固着されている。上下のスプレッダビーム21,22間には所定ストロークで作業ステージ全体を昇降可能な昇降機構としての昇降ジャッキ25と、この昇降ジャッキ25と並列してガイド支柱26とが立設されている。上段スプレッダビーム21上には束柱27を介して作業床部11の下床12Aが載置固定されている。上下のスプレッダビーム21,22は同形をなし、他の構成要素も同一であるため、以下では上下のスプレッダビームの区別をつけずにその構成を説明する。
【0016】
支圧板23(24;以下略)はスプレッダビーム21(22;以下略)の煙突1側の端面に固着されている。支圧板23は、図5,図6に詳細構成を示したように、煙突1の外壁面の曲率にあわせてわずかにテーパーがつけられ、その表面に鋸歯形状が形成された面板28と、面板28を保持するベース板とから構成されている。ベース板29は、停止時の面板28の支圧効果を高めるために、煙突1の外壁面の勾配にあわせて上部がわずかに煙突側に向けて傾斜するようにスプレッダビーム21に固着されている。また、必要に応じてベース板29の縁部に種々のガイド板30を設け、ステージ昇降を妨げるような支圧板23とコンクリートとの競りや、ステージ全体、ユニットフレーム20の構造的なねじれ等の発生を防止することが好ましい。
【0017】
支圧板23は、後述する円周方向長調整手段40を構成するグリップジャッキ41と、引張部材としてのリングチェーン45とによりコンクリート表面に高摩擦で押圧固定されるようになっている。
【0018】
グリップジャッキ41は、図4各図,図5に示したように、隣接して配置されたスプレッダビーム21の外側端位置に、本体端41aとロッド先端41bとが連結ピン42を介して連結されるように水平をなして架設された油圧シリンダジャッキで、そのジャッキ長は煙突1の最大径と最小径との間の長さ変化(たとえば図4(a),(b)間)をロッドストロークでカバーできるような寸法に設定されている。グリップジャッキ41は、個々のロッド伸長量が付属したセンサ(図示せず)により検知することができ、その検出値をもとに油圧制御ユニット(図示せず)からの操作で、同一量一斉伸縮動作、個別ジャッキの伸縮動作を行うことができる。
【0019】
引張部材としてのリングチェーン45は、本実施の形態では全体構成を図1,図3,図4各図、図5に示したように、鋼製のチェーンCを各スプレッダビーム21、21…の外側端に架設された各グリップジャッキ41の内側に位置し、特定の1本のスプレッダビーム21に装備されたチェーン巻取装置46から順次、他の各スプレッダビーム21の外側端に設けられた変曲部材47を介して平面視して正六角形状をなすように張設され、他端がチェーン巻取装置46が固定されたスプレッダビーム21の外側端に定着して構成されている。このリングチェーン45は、油圧モータ駆動のチェーン巻取装置46を動作させて巻き取ることでチェーンCの張力を高め、変曲部材47位置で生じる煙突1の中心方向に向いた分力により、スプレッダビーム21の外側端を煙突1の断面中心方向に押圧し、支持板の面板28の鋸歯形状面を外壁面のコンクリート表面に食い込ませることで、高摩擦力で支圧板がコンクリート表面に押圧固定される。
【0020】
リングチェーン45の詳細構成について、図5,図6を参照して説明する。チェーン巻取装置46は、図6に示したように、上段スプレッダビーム21の下側に取り付けられた油圧モータ48と、上段スプレッダビーム21の上側に取り付けられ、油圧モータ48の回転駆動力が図示しないギヤボックスを介して回転が付与される巻取スプロケット49とから構成されている。さらに図5に示したように、スプレッダビーム21の外側端には始点変曲部材47Aが取り付けられる一方、他のスプレッダビームの外側端には一般変曲部材47Bが取り付けられている。始点変曲部材47A、一般変曲部材47B(図5では説明のために両部材の上面カバーを省略して図示している。)のいずれにも、チェーンCと噛合してチェーンCの向きを変更するスプロケット50が装着されている。また各スプロケット50の前後位置にはガイド部材51が取り付けられ、このガイド部材51でチェーンCのねじれ等が補正され、スプロケット50に確実に導かれるようになっている。
【0021】
チェーンCの一端は、図5に示したように、まずチェーン巻取装置46の巻取スプロケット49に巻き付けられ、巻取スプロケット49から始点変曲部材47Aに導かれ、スプレッダビーム21間に架設されたグリップジャッキ41と平行な向きに変曲され、以後各スプレッダビーム21の外側端に設けられた一般変曲部材47Bで、平面視して多角形をなすように変曲され(図4(b)参照)、最終的に再び始点変曲部材47Aに戻り、その一部に設けられた固定端52に定着され(図5)、全体を1周するリングチェーン45を構成する。なお、本実施の形態では鋼製チェーンが用いられているが、スチールワイヤ等の比較的柔軟性があり、所定多角形に弾性的に湾曲して復元可能な可能な引張部材であれば、種々の引張部材を用いることができる。
【0022】
作業ステージ10全体を昇降させる昇降ジャッキ25には、本実施の形態では1ストローク約1000mmの伸長量で駆動できる油圧シリンダジャッキが使用されている。この昇降ジャッキの伸縮動作と、後述する上下位置の支圧板23のコンクリート面への押圧、解放動作による支持の盛替え動作を制御することにより、作業ステージ10全体の昇降動作を実現することができる。昇降ジャッキ25の保持及び上下スプレッダビーム21,22の連結してユニットフレーム20の剛性を保つために、入れ子状の2段継ぎの伸縮部を有する角形鋼管製のガイド支柱26が昇降ジャッキ25に並列して立設されている。昇降ジャッキ25とガイド支柱26は、いずれも上下端がスプレッダビームに連結ピンを介してピン結合されており、煙突1の直径の変化に応じて変化する上下のスプレッダビーム21,22の位置関係の変化に追従できるようになっている。昇降ジャッキ25は、個々のロッド伸長量が付属したセンサ(図示せず)により検知することができ、各検出値をもとに油圧制御ユニット(図示せず)からの操作で、一斉同一量伸縮動作、個別ジャッキの伸縮動作を行うことができる。本発明では、昇降ジャッキを用いた作業ステージ全体の上昇動作、下降動作は、ストローク検出値をもとにした制御プログラムによる自動連続運転を行えるようにしているが、所定ストロークを設定しての半自動運転、手動運転による上昇、下降動作も制御プログラムの変更により可能である。また、個々の昇降ジャッキを独立して操作することにより、設置位置の微調整も行うことができる。
【0023】
本発明の昇降作業ステージ10を煙突の下部に組み立てて煙突の上部まで上昇させる際の、上昇作業手順について、図7,図8を参照して説明する。
昇降作業ステージ10は煙突1の下部開口1Aを避けた高さに組み立てる。そのため所定の高さまで組立足場2を組み立て、その足場上でステージ組立を行う(図7(a)参照)。この作業ステージ10の組立段階で、すべての油圧制御配管5,制御配線6も組み込む。本実施の形態ではジャッキ類、チェーン張力等の検出結果を取得するとともに、各装置を一斉、独立切り替え可能に操作制御する操作制御盤3、油圧ユニット4は地上に設置されている。作業ステージ10上の各装置への配管5,配線6は、作業ステージ10が煙突頂部まで上昇した際(同図(b))にも十分な長さに設定されている。なお、煙突底部の周囲に上述した組立足場が設置できないような場合には、作業ステージの設置予定位置の煙突外側面に、固定治具を巻回したり、アンカーボルト等により煙突表面に取り付け、これらの固定治具を用いて上段支圧板と下段支圧板を煙突外壁面の所定位置に支持させ、各ユニットフレーム、グリップジャッキを組み立てていくことで、上述の昇降作業ステージ全体を煙突外壁面に組み上げることができる。
【0024】
昇降ジャッキによる上昇動作手順について、図8を参照して説明する。たとえば図7(a)に示したような頂部の直径が小さくなるような煙突1において、昇降作業ステージ10は、昇降ジャッキ25による上昇動作と、グリップジャッキ41による作業床部11の直径の縮径動作とを連続した操作で実現することができる。昇降作業ステージ10の基本支持状態では、上下位置の支圧板23,24がいずれも高摩擦でコンクリート面に押圧固定されているが、この状態ではグリップジャッキ41のロッドが十分に引き込まれた状態にあるとともに、リングチェーン45も緊張状態になるように、チェーンCが十分に巻き取られている。この結果、スプレッダビーム21,22の締付け力(支圧板をコンクリート面に押圧する力)には、2重の安全が確保されている。この状態から上段のチェーン巻取装置46の油圧モータ48をチェーン巻解き方向に回転し、リングチェーン45を緩める(緊張を解放する)。次いで、上段の6本のグリップジャッキ41のロッドを一斉にわずかに伸長して上段支圧板23の押圧状態を解放し、コンクリート表面への噛合状態を解放する。これにより上段支圧板23は完全にコンクリートとの接触が解かれフリーとなる。この状態から6本の昇降ジャッキ25のロッドを同一ストローク分の伸長量だけ伸長し、作業床部11を支持している上段スプレッダビーム21を所定上昇量だけ上昇させる。
【0025】
作業床部11の上昇動作が完全に完了したら、上段の6本のグリップジャッキ41のロッドを一斉にわずかに縮退させて上段支圧板23をコンクリート表面に押圧し、上段支圧板23の面板28の鋸歯形状をコンクリート表面に噛合させる。さらに上段のチェーン巻取装置46によりリングチェーン45を緊張する。これにより上段支圧板23での作業ステージ10の支持が果たされる。この状態から下段リングチェーン45を解放し、次いで下段支圧板24の押圧を解放し、下段支圧板24をフリー状態にして伸長状態にある昇降ジャッキ25のロッドを縮退する。これに伴い、下段支圧板24を伴って下段スプレッダビーム22が上昇し、完全にロッドが縮退した状態で1ストロークの上昇が完了する。本実施の形態では、1ストロークの上昇量が約1mであり、1回の上昇操作で作業ステージを約1m上昇させることができる。この上昇作業を繰り返すことで、最終的に図7(b)に示したように、煙突頂部まで上昇させることができ、頂部位置に定置させた状態で、内筒の洗浄作業、内筒の解体作業を行うことができ、さらに外筒の解体時には、解体作業の進行に伴い、作業ステージを図8に示したフローと逆の順序により安全かつ確実に降下させることができる。
【0026】
図9は、各種断面形状の煙突に本発明の昇降作業ステージ10を適用するために、ユニットフレーム20の割付け例を示した概略平面図である。各図に示したように、多角形の場合には、その辺の外壁面に支圧板の面板を押圧するため、図5に示した面板形状とする必要はない。なお、図9(a),(b)において、各グリップジャッキのロッドストロークは均一であるが、同図(c)においては、斜めに配置されたグリップジャッキのロッドストロークは、他の辺より大きく動作させる必要があるため、それに適したジャッキ操作制御を行う。
【0027】
以上の説明では、煙突解体作業に伴い、高所作業を安全に行うことのできる、昇降機構を備えた作業ステージについて説明したが、図1に示した作業ステージは、たとえば所定のコンクリート強度が当初より確保されているような、プレキャストコンクリート函体を積層して塔状構造物を構築するような工法における作業ステージとして使用することもできる。
【0028】
【発明の効果】
以上に説明したように、本発明の昇降作業ステージによれば、煙突解体作業に必要な汚染物質の洗浄作業や、内筒の解体、外筒コンクリートの解体等を煙突本体に安全に保持させ、作業ステージを大幅に軽量化し、煙突の形状に影響を受けずに煙突の外壁面に直接支持されるようにして昇降可能な作業ステージを提供することができる。
【図面の簡単な説明】
【図1】本発明による昇降作業ステージの一実施の形態を示した全体斜視図。
【図2】作業床部の円周方向の変化を示した平面図。
【図3】ユニットフレームの概略構成を示した側面図。
【図4】グリップジャッキとリングチェーンの円周方向長の変化を示した平面図。
【図5】チェーン巻取装置および変曲部材の構成を示した部分拡大平面図。
【図6】図5に示した構成の部分拡大側面図。
【図7】昇降作業ステージの地上組立時、煙突頂部への上昇完了時を模式的に示した説明図。
【図8】昇降作業ステージの昇降ジャッキの1ストロークでの上昇ステップを示した操作フローチャート。
【図9】煙突断面形状に応じたユニットフレームの割付け例を示した概略平面図。
【符号の説明】
1 煙突
10 昇降作業ステージ
11 作業床部
20 ユニットフレーム
21 上段スプレッダビーム
22 下段スプレッダビーム
23 上段支圧板
24 下段支圧板
25 昇降ジャッキ
28 面板
40 円周方向長調整手段
41 グリップジャッキ
45 リングチェーン
46 チェーン巻取装置
47 変曲部材
C チェーン
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an elevating work stage, which is installed on the outer periphery of a chimney and is used for safely and efficiently performing a chimney dismantling operation of a waste incineration facility, and is mounted along an outer wall surface of the chimney by an equipped elevating device. And a vertically movable work stage.
[0002]
[Prior art]
Based on the Law Concerning Special Measures against Dioxins, which came into effect in 2000, emission standards for dioxins generated from incineration facilities have been strengthened. As a result, remodeling and rebuilding of waste incineration facilities in various parts of the country will be performed in the future, and many facilities are expected to be abolished due to the wide-area plan of waste disposal facilities. Therefore, there is a need for a technology for safely dismantling a waste incineration facility contaminated with harmful substances such as dioxins. In particular, in the dismantling of an aging high-rise chimney, it is important to clean dioxin harmful substances adhering to the inner peripheral surface of the chimney inner cylinder without human intervention and safely dismantle the chimney.
[0003]
The applicant has solved the above-mentioned problems associated with the chimney disassembly technology, that is, a technology that can safely remove harmful substances attached to the chimney when incinerating waste, Has filed a patent application regarding a chimney dismantling system and a dismantling method for a waste incineration facility as a technique for safely and efficiently dismantling and dismantling the dismantled materials (see Japanese Patent Application No. 2001-379205). . Also, as a prior art similar to this application, a work stage connected to a vertical position through a mast having a lifting function is provided, a crushing device is mounted on an upper stage, and dismantling of an aging RC chimney is performed. There is a structure dismantling device that is designed to perform the operation (see Patent Document 1).
[0004]
On the other hand, the shape of the chimney, which is higher than the middle layer, often has a chimney diameter that varies with the height so as to form a tapered shape that becomes thinner toward the upper part. For this reason, a scaffold structure or the like capable of performing a safe operation in accordance with the change in the cross-sectional dimension at the time of dismantling is also required. In particular, since chimney dismantling work is mainly performed in high places, it is required that the work stage is always in contact with the outer wall surface of the chimney and that there is no danger of falling down during the work. As a similar prior art made from such a viewpoint, in a high-rise chimney in which the diameter of the chimney is reduced from the lower part to the upper part, a chimney which is hung from the top of the chimney and is operated using a gondola which is raised and lowered. There is a prior art relating to a work gondola device capable of efficiently performing maintenance of an outer wall (see Patent Document 2). According to the technology of the work gondola device, the work gondola device is suspended adjacently according to a change in a chimney diameter. By expanding and contracting the scaffold between the gondola, the work stage can be arranged without gaps along the outer wall surface of the chimney.
[0005]
[Patent Document 1]
JP-A-11-166315 [Patent Document 2]
JP-A-6-26190
[Problems to be solved by the invention]
By the way, in the dismantling device described in Patent Document 1 described above, a large-scale crushing device such as a hydraulic pressure capable of crushing the RC chimney is mounted on the upper work stage, and other incidental work is also performed on the lower stage. . At this time, the weight and the load of each stage are structured such that a lock pin provided on the work stage side is inserted into a pin hole provided through the wall surface of the chimney to be supported by the chimney. However, since the concrete strength of the chimney that has been exposed to high heat for a long period of time is expected to be weak, such as a decrease in strength, the dismantling device is entirely provided on the work stage as in Patent Document 1. In some cases, a pin hole penetrating through the wall of the chimney may not be able to withstand the load. Therefore, if the number of pin holes is increased, it is necessary to provide a large number of pin holes each time the work stage is moved up and down, and there is a problem that the work stage cannot be continuously moved up and down.
[0007]
Therefore, an object of the present invention is to solve the problems of the above-described conventional technology, and to perform a cleaning operation of pollutants necessary for a chimney dismantling operation, a dismantling of an inner cylinder, and an apparatus necessary for dismantling an outer cylinder concrete. The work stage is greatly reduced in weight by holding the chimney body in a safe state, and the lifting device built into the work stage allows it to be directly supported on the outer wall of the chimney without being affected by the shape of the chimney Another object of the present invention is to provide a work stage that can be continuously moved up and down along the chimney outer wall surface.
[0008]
[Means for Solving the Problems]
In order to achieve the above object, a lifting work stage according to the present invention comprises: a work floor portion in which a floor surface is formed by adjusting an overlapping amount of a plurality of step floor members in accordance with a change in diameter of a chimney; While supporting the floor at the upper end, a plurality of bases are arranged at predetermined intervals along the chimney outer wall surface in accordance with the external shape of the chimney to be assembled, and the main structure of the stage is configured. A unit frame that can be moved up and down by supporting the upper and lower supporting plates that are pressed and fixed with high friction to the surface of the chimney outer wall concrete, and that extend and retract, and extend between the adjacent unit frames. It is possible to adjust the circumferential length in accordance with the change in the chimney diameter, and to finely adjust the circumferential length in order to control the pressing force of the upper supporting plate and the lower supporting plate against the chimney outer wall surface. Circumference Characterized by comprising a Mukocho adjustment means.
[0009]
The circumferential length adjusting means includes a hydraulic cylinder jack group connected to form a polygon connecting outer ends of the frame supporting the upper support plate and the lower support plate, respectively, and tensioning via an outer end of the frame. It is preferable to bridge the member.
[0010]
It is preferable that the pressing operation of the upper supporting plate and the lower supporting plate is realized by performing control by simultaneous expansion and contraction operation of the hydraulic cylinder jack and control by adjusting tension of the tension member.
[0011]
It is preferable that a continuous tooth profile is formed on the surface of the face plate of the upper support plate and the lower support plate so as to reliably mesh with concrete.
[0012]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an embodiment of a lifting work stage of the present invention will be described with reference to the accompanying drawings.
FIG. 1 is a perspective view showing a state in which a lifting work stage of the present invention is mounted on an outer wall surface of a cylindrical chimney 1 indicated by a virtual line so as to be able to move up and down in a height direction.
The ascending / descending work stage 10 adjusts the overlapping amount of the plurality of step floor members in accordance with the change in the diameter of the chimney 1, and supports the work floor portion 11 having a floor surface and the work floor portion 11 at the upper end. A plurality of units are arranged at predetermined intervals along the outer wall surface of the chimney 1 according to the outer shape of the chimney 1 to be assembled, and constitute a main stage structure, each of which is pressed and fixed to the concrete surface with high friction. A unit frame 20 having an upper stage support plate 23, a lower stage support plate 24, and an elevating mechanism capable of elevating and lowering the entire work stage with a predetermined stroke, and is laterally suspended between adjacent unit frames 20, and corresponds to a change in chimney diameter. A grip jack 4 capable of adjusting the circumferential length and controlling the pressing force of the upper support plate 23 and the lower support plate 24 against the chimney outer wall surface by a small amount in the circumferential direction. And a circumferential length adjusting means 40 for a ring chain 45 and.
[0013]
Hereinafter, each member constituting the lifting and lowering work stage 10 will be described with reference to FIGS. The work floor portion 11 is supported by the upper end of the unit frame 20 and is formed by stacking a lower floor 12A having a long circumferential length and an upper floor 12B having a short circumferential length, each of which has an arc shape in plan view. A movable floor which is rotatably connected to a fixed floor 12 having a layered structure and one end on the outside of the lower floor 12A via a connecting pin 18 and has both ends in the circumferential direction provided between adjacent ends of the unit frame 20. And a floor 13. Since the work stage 10 of the present embodiment has six unit frames 20 (FIG. 4B), the overall plan shape of the work floor 11 is substantially hexagonal with rounded corners. Fixed floors 12 and movable floors 13 are alternately arranged. The material and the material of the work floor are not particularly limited, but a steel or aluminum striped steel plate, an FRP (fiber reinforced resin) molded product or the like is preferable in order to reduce the weight, and the frame is made of expanded metal or punched metal. By attaching a floor material such as a welding wire mesh, the weight can be reduced.
[0014]
When the diameter of the chimney 1 supported by raising the unit frame 20 is reduced, the interval between the adjacent chimneys becomes shorter, and the work floors 11 also approach each other. Therefore, the plane shape is reduced in the order of FIGS. 2 (c), (b) and (a) in accordance with the change of the chimney diameter. The movable floor 13 has a large overlapping portion with the fixed floor 12 as the adjacent fixed floor 12 approaches, and a part of the overlapping portion enters the space between the upper floor 12B and the lower floor 12A of the fixed floor 12, and the floor moves. Surface reduction is achieved. At this time, a skirting member 14 and a handrail unit 17 formed by assembling a support 15 and a handrail 16 are attached to the outer peripheral edge of the lower floor 12A of each fixed floor 12 (see FIG. 1). The handrail unit 17 also overlaps with the adjacent handrail unit as the floor surface is reduced. However, by displacing the mounting position of the adjacent handrail member 16, interference of the handrail member 16 end can be avoided. In the present embodiment, as shown in FIGS. 1 and 2, the movable floor is used to avoid a projecting structure (not shown) such as an elevating ladder provided partially on the outer wall of the chimney 1. 13 has a flap structure 19. Thereby, interference between the projection structure and the work stage 10 can be avoided.
[0015]
The configuration of the unit frame 20 will be described with reference to FIGS.
3 is a side view showing the initial state of the unit frame 20. The unit frame 20 has spreader beams 21 and 22 at its upper and lower ends, and an upper support plate 23 and a lower support plate 24 are fixed to end faces of the spreader beams 21 and 22 on the chimney 1 side. An elevating jack 25 as an elevating mechanism capable of elevating and lowering the entire work stage with a predetermined stroke is provided between the upper and lower spreader beams 21 and 22, and a guide column 26 is provided in parallel with the elevating jack 25. The lower floor 12 </ b> A of the working floor 11 is mounted and fixed on the upper spreader beam 21 via a bundle 27. Since the upper and lower spreader beams 21 and 22 have the same shape and the other components are the same, the configuration will be described below without distinguishing the upper and lower spreader beams.
[0016]
The support plate 23 (24; hereinafter abbreviated) is fixed to the end face of the spreader beam 21 (22; hereinafter abbreviated) on the chimney 1 side. As shown in detail in FIGS. 5 and 6, the support plate 23 is slightly tapered in accordance with the curvature of the outer wall surface of the chimney 1 and has a face plate 28 having a sawtooth shape formed on the surface thereof, and a face plate. And a base plate for holding the base plate 28. The base plate 29 is fixed to the spreader beam 21 so that the upper part is slightly inclined toward the chimney side in accordance with the gradient of the outer wall surface of the chimney 1 in order to increase the bearing effect of the face plate 28 at the time of stop. . In addition, various guide plates 30 are provided on the edge of the base plate 29 as necessary, and a competition between the support plate 23 and concrete which hinders ascending and descending of the stage, structural distortion of the entire stage, the unit frame 20 and the like are performed. It is preferable to prevent occurrence.
[0017]
The support plate 23 is pressed and fixed to the concrete surface with high friction by a grip jack 41 constituting a circumferential length adjusting means 40 described later and a ring chain 45 as a tension member.
[0018]
As shown in FIGS. 4 and 5, the grip jack 41 has a body end 41 a and a rod tip 41 b connected to the outer end position of the spreader beam 21 disposed adjacent to each other via a connection pin 42. A hydraulic cylinder jack erected horizontally in such a manner that the jack length varies between the maximum diameter and the minimum diameter of the chimney 1 (for example, between FIGS. 4A and 4B) by a rod stroke. The dimensions are set so that they can be covered with. The grip jack 41 can detect the extension amount of each rod by an attached sensor (not shown), and the same amount can be simultaneously expanded and contracted by an operation from a hydraulic control unit (not shown) based on the detected value. Operation and expansion and contraction of individual jacks can be performed.
[0019]
In the present embodiment, as shown in FIGS. 1, 3, 4 and 5, the ring chain 45 as a tension member is formed by connecting a steel chain C to each of the spreader beams 21, 21. The chain winders 46 mounted on the specific one spreader beam 21 are located inside the grip jacks 41 installed on the outer end, and are sequentially provided on the outer end of each of the other spreader beams 21. It is stretched so as to form a regular hexagonal shape in plan view via a curved member 47, and the other end is fixed to the outer end of the spreader beam 21 to which the chain winding device 46 is fixed. This ring chain 45 raises the tension of the chain C by operating the hydraulic motor driven chain winding device 46 to wind the chain C. The component force generated at the inflection member 47 toward the center of the chimney 1 causes the spreader to spread. The outer end of the beam 21 is pressed in the direction of the center of the cross section of the chimney 1, and the sawtooth-shaped surface of the face plate 28 of the support plate is cut into the concrete surface of the outer wall surface, whereby the bearing plate is pressed and fixed to the concrete surface with high frictional force. You.
[0020]
The detailed configuration of the ring chain 45 will be described with reference to FIGS. As shown in FIG. 6, the chain winding device 46 is mounted on a lower side of the upper spreader beam 21 and a hydraulic motor 48 is mounted on the upper side of the upper spreader beam 21. And a take-up sprocket 49 to which rotation is imparted via a gear box not provided. Further, as shown in FIG. 5, a start point inflection member 47A is attached to the outer end of the spreader beam 21, while a general inflection member 47B is attached to the outer end of the other spreader beams. Both the start point inflection member 47A and the general inflection member 47B (the upper cover of both members are omitted in FIG. 5 for the sake of explanation) are meshed with the chain C to change the direction of the chain C. The sprocket 50 to be changed is mounted. Further, guide members 51 are attached to the front and rear positions of each sprocket 50. The guide members 51 correct the twist and the like of the chain C, and are guided to the sprocket 50 reliably.
[0021]
As shown in FIG. 5, one end of the chain C is first wound around a winding sprocket 49 of a chain winding device 46, guided from the winding sprocket 49 to a starting point inflection member 47 </ b> A, and installed between the spreader beams 21. 4B, and then bent by a general bending member 47B provided at the outer end of each spreader beam 21 so as to form a polygon in plan view (FIG. 4 (b)). )), And finally returns to the starting point inflection member 47A, and is fixed to the fixed end 52 provided on a part thereof (FIG. 5), thereby constituting the ring chain 45 that makes one round. Although a steel chain is used in the present embodiment, various tension members, such as a steel wire, which are relatively flexible and can be elastically bent into a predetermined polygon and can be restored, may be used. Can be used.
[0022]
In the present embodiment, a hydraulic cylinder jack that can be driven with an extension amount of about 1000 mm per stroke is used as the lifting jack 25 that raises and lowers the entire work stage 10. By controlling the expansion and contraction operation of the lifting jack and the rearrangement operation of the support by the pressing and releasing operations of the support plate 23 in the vertical position described below on the concrete surface, the lifting operation of the entire work stage 10 can be realized. . In order to hold the elevating jack 25 and connect the upper and lower spreader beams 21 and 22 to maintain the rigidity of the unit frame 20, a guide column 26 made of a rectangular steel pipe having a telescopic two-stage spliced elastic portion is arranged in parallel with the elevating jack 25. It is erected. Both the upper and lower ends of the lifting jack 25 and the guide column 26 are pin-connected to the spreader beam via connection pins, and the positional relationship between the upper and lower spreader beams 21 and 22 that changes according to the change in the diameter of the chimney 1. You can follow changes. The lifting jack 25 can detect the extension amount of each rod by an attached sensor (not shown), and simultaneously operate the hydraulic control unit (not shown) based on each detected value to expand and contract the same amount. Operation and expansion and contraction of individual jacks can be performed. In the present invention, the lifting operation and the lowering operation of the entire work stage using the lifting / lowering jacks enable the automatic continuous operation by the control program based on the stroke detection value. The raising and lowering operations by operation and manual operation are also possible by changing the control program. Further, by independently operating each lifting jack, fine adjustment of the installation position can be performed.
[0023]
Referring to FIGS. 7 and 8, a description will be given of an ascending operation procedure when assembling the ascending / descending operation stage 10 of the present invention at the lower portion of the chimney and elevating the same to the upper portion of the chimney.
The lifting work stage 10 is assembled at a height that avoids the lower opening 1A of the chimney 1. Therefore, the assembly scaffold 2 is assembled to a predetermined height, and the stage is assembled on the scaffold (see FIG. 7A). At the stage of assembling the work stage 10, all the hydraulic control pipes 5 and the control wiring 6 are also incorporated. In the present embodiment, the operation control panel 3 and the hydraulic unit 4 that obtain the detection results of jacks, chain tension, and the like, and that simultaneously operate and control each device so that they can be independently switched are installed on the ground. The pipes 5 and the wiring 6 to each device on the work stage 10 are set to a sufficient length even when the work stage 10 rises to the top of the chimney (FIG. 4B). In the case where the above-mentioned scaffold cannot be installed around the bottom of the chimney, a fixing jig may be wound around the chimney outer surface at the position where the work stage is to be installed, or attached to the chimney surface with an anchor bolt or the like. The upper and lower support plates are supported at predetermined positions on the chimney outer wall surface by using the fixing jigs, and the unit lifting frame is assembled on the chimney outer wall surface by assembling each unit frame and grip jack. be able to.
[0024]
The lifting operation procedure by the lifting jack will be described with reference to FIG. For example, in the chimney 1 in which the diameter of the top is reduced as shown in FIG. 7A, the lifting work stage 10 is moved up by the lifting jack 25 and reduced in diameter of the work floor 11 by the grip jack 41. The operation can be realized by a continuous operation. In the basic support state of the lifting and lowering work stage 10, both the supporting plates 23 and 24 at the upper and lower positions are pressed and fixed to the concrete surface with high friction, but in this state, the rod of the grip jack 41 is fully retracted. At the same time, the chain C is sufficiently wound so that the ring chain 45 is also in a tension state. As a result, double safety is secured for the tightening force of the spreader beams 21 and 22 (the force pressing the support plate against the concrete surface). From this state, the hydraulic motor 48 of the upper chain winding device 46 is rotated in the chain unwinding direction to loosen the ring chain 45 (releasing the tension). Next, the rods of the upper six grip jacks 41 are simultaneously slightly extended to release the pressed state of the upper support plate 23 and release the meshing state with the concrete surface. As a result, the upper support plate 23 is completely released from contact with the concrete and becomes free. From this state, the rods of the six lifting jacks 25 are extended by an extension amount for the same stroke, and the upper spreader beam 21 supporting the work floor 11 is elevated by a predetermined elevation amount.
[0025]
When the operation of raising the work floor 11 is completely completed, the rods of the upper six grip jacks 41 are simultaneously slightly retracted to press the upper supporting plate 23 against the concrete surface, and the upper plate 23 of the upper supporting plate 23 is pressed. The saw-tooth shape is meshed with the concrete surface. Further, the ring chain 45 is tensioned by the upper chain winding device 46. Thus, the work stage 10 is supported by the upper support plate 23. In this state, the lower stage ring chain 45 is released, and then the pressing of the lower stage support plate 24 is released, so that the lower stage support plate 24 is in a free state and the rod of the lifting jack 25 in the extended state is retracted. Along with this, the lower spreader beam 22 moves up with the lower support plate 24, and the lifting of one stroke is completed with the rod completely retracted. In the present embodiment, the amount of movement per stroke is about 1 m, and the work stage can be raised by about 1 m by one lifting operation. By repeating this ascending operation, as shown in FIG. 7 (b), it is possible to finally ascend to the top of the chimney. The work can be performed, and when the outer cylinder is dismantled, the work stage can be safely and securely lowered in the reverse order of the flow shown in FIG. 8 as the dismantling work progresses.
[0026]
FIG. 9 is a schematic plan view showing an example of allocating unit frames 20 for applying the lifting work stage 10 of the present invention to chimneys having various cross-sectional shapes. As shown in each figure, in the case of a polygon, since the face plate of the supporting plate is pressed against the outer wall surface of the side, it is not necessary to adopt the face plate shape shown in FIG. 9A and 9B, the rod strokes of the grip jacks are uniform, but in FIG. 9C, the rod strokes of the obliquely arranged grip jacks are larger than the other sides. Since it is necessary to operate, jack operation control suitable for it is performed.
[0027]
In the above description, the work stage provided with the elevating mechanism capable of safely performing high-place work in association with the chimney dismantling work has been described. However, the work stage shown in FIG. It can also be used as a work stage in a construction method in which a precast concrete box is laminated to form a tower-like structure, which is more secured.
[0028]
【The invention's effect】
As described above, according to the elevating work stage of the present invention, the cleaning work of the pollutants necessary for the chimney dismantling work, the dismantling of the inner cylinder, the dismantling of the outer concrete, etc., are safely held in the chimney body, It is possible to provide a work stage that can be lifted and lowered by greatly reducing the weight of the work stage and being directly supported on the outer wall surface of the chimney without being affected by the shape of the chimney.
[Brief description of the drawings]
FIG. 1 is an overall perspective view showing an embodiment of a lifting work stage according to the present invention.
FIG. 2 is a plan view showing changes in the circumferential direction of a work floor.
FIG. 3 is a side view showing a schematic configuration of a unit frame.
FIG. 4 is a plan view showing changes in circumferential lengths of a grip jack and a ring chain.
FIG. 5 is a partially enlarged plan view showing a configuration of a chain winding device and an inflection member.
FIG. 6 is a partially enlarged side view of the configuration shown in FIG. 5;
FIG. 7 is an explanatory view schematically showing when the ascent / descent work stage is assembled on the ground and when the ascent to the top of the chimney is completed.
FIG. 8 is an operation flowchart showing an ascent / descent step of the elevating jack of the elevating work stage in one stroke.
FIG. 9 is a schematic plan view showing an example of allocating unit frames according to the chimney sectional shape.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Chimney 10 Elevating work stage 11 Work floor part 20 Unit frame 21 Upper spreader beam 22 Lower spreader beam 23 Upper support plate 24 Lower support plate 25 Elevating jack 28 Face plate 40 Circumferential length adjusting means 41 Grip jack 45 Ring chain 46 Chain winding Picking device 47 Inflection member C chain

Claims (5)

煙突の直径変化に対応して複数枚のステップ床部材の重なり量を調整して床面が構成される作業床部と、
該作業床部を上端で支持するとともに、組み付けられる煙突の外形形状に合わせて複数基が前記煙突外壁面に沿って所定間隔をあけて配設されてステージ主要構造が構成され、所定ストロークの昇降機構の伸縮動作を、煙突外壁面コンクリートの表面に高摩擦で押圧固定される上段支圧板と下段支圧板とを盛替えて支持することで昇降可能なユニットフレームと、
該隣接するユニットフレーム間に横架され、煙突直径の変化に対応して円周方向長を調整するとともに、前記上段支圧板、下段支圧板の前記煙突外壁面への押圧力を制御するために円周方向長を微量調整可能な円周方向長調整手段とを備えたことを特徴とする昇降作業ステージ。
A work floor section in which a floor surface is formed by adjusting an overlapping amount of a plurality of step floor members in accordance with a change in the diameter of the chimney;
The work floor is supported at the upper end, and a plurality of units are arranged at predetermined intervals along the outer wall surface of the chimney in accordance with the external shape of the chimney to be assembled. A unit frame that can move up and down by supporting the upper and lower support plates that are pressed and fixed with high friction to the chimney outer wall concrete surface,
In order to control the pressing force of the upper support plate and the lower support plate against the outer wall surface of the chimney while adjusting the length in the circumferential direction in accordance with the change in the chimney diameter, being laterally suspended between the adjacent unit frames. A lifting / lowering work stage comprising: a circumferential length adjusting means capable of minutely adjusting a circumferential length.
前記円周方向長調整手段は、上段支圧板、下段支圧板をそれぞれ支持するフレーム外側端を結ぶ多角形をなすように連結された油圧シリンダジャッキ群と、前記フレーム外側端を経由して掛け渡された引張部材である請求項1に記載の昇降作業ステージ。The circumferential length adjusting means includes a hydraulic cylinder jack group connected to form a polygon connecting outer ends of the frame supporting the upper support plate and the lower support plate, respectively. The elevating work stage according to claim 1, wherein the elevating work stage is a stretched tension member. 前記上段支圧板、下段支圧板の押圧動作が、前記油圧シリンダジャッキの一斉伸縮動作により制御される請求項2記載の昇降作業ステージ。The elevating work stage according to claim 2, wherein the pressing operation of the upper support plate and the lower support plate is controlled by simultaneous expansion and contraction operations of the hydraulic cylinder jacks. 前記上段支圧板、下段支圧板の押圧動作が、前記引張部材の張力調整により制御される請求項2記載の昇降作業ステージ。The elevating work stage according to claim 2, wherein the pressing operation of the upper support plate and the lower support plate is controlled by adjusting the tension of the tension member. 前記上段支圧板、下段支圧板の面板の表面に連続歯形が形成された請求項1記載の昇降作業ステージ。The lifting stage according to claim 1, wherein a continuous tooth profile is formed on a surface of a face plate of the upper support plate and the lower support plate.
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JP2011525576A (en) * 2008-06-23 2011-09-22 インテリジェント タワー ソリューションズ アンパーツゼルスカブ The platform, especially the internal platform about the cylindrical tower
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