JP2005155933A - Disassembly method for boiler facility - Google Patents

Disassembly method for boiler facility Download PDF

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JP2005155933A
JP2005155933A JP2003390699A JP2003390699A JP2005155933A JP 2005155933 A JP2005155933 A JP 2005155933A JP 2003390699 A JP2003390699 A JP 2003390699A JP 2003390699 A JP2003390699 A JP 2003390699A JP 2005155933 A JP2005155933 A JP 2005155933A
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Prior art keywords
boiler
top girder
boiler body
support frame
jack
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JP2003390699A
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Inventor
Tatsuo Minowa
達男 蓑輪
Hirotoshi Ikeda
宏俊 池田
Koichi Takamura
光一 高村
Kazuaki Ando
数明 安藤
Shinji Maezawa
真児 前澤
Masao Saito
政男 斎藤
Hiroaki Shiga
宏秋 志賀
Sadao Yamagami
定男 山上
Tetsuta Nunoto
哲太 布戸
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AZUMA KIGYO KK
Taisei Corp
Tokyo Power Technology Ltd
Tokyo Electric Power Company Holdings Inc
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AZUMA KIGYO KK
Taisei Corp
Tokyo Electric Power Co Inc
Toden Kogyo Co Ltd
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Priority to JP2003390699A priority Critical patent/JP2005155933A/en
Publication of JP2005155933A publication Critical patent/JP2005155933A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a disassembly method for a boiler facility capable improving workability and safety by lowering a boiler body and a top girder in well balanced manners. <P>SOLUTION: In the disassembly method, a process of suspending and lowering the boiler body 1 and the top girder 3 at the same time, and a process of disassembly are repetitively carried out. A temporary beam 5 is temporarily provided on a support frame 3, and the boiler body 1 and the top girder 3 are suspended from the temporary beam 5. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、火力発電所等に設置されるボイラ設備の解体方法に関する。   The present invention relates to a method for dismantling boiler equipment installed in a thermal power plant or the like.

火力発電所等に設置されるボイラ設備は、一般に、ボイラ本体を取り囲むように設置された支持架構上部にトップガーダ(本設梁)を架設し、このトップガーダからボイラ本体を吊り下げた状態にて支持する構造が採用されている。このようなボイラ設備は耐用年数経過後に解体されるが、比較的大規模な設備であることからその解体には多大な手間がかかる。従来の解体工法としては、例えば、ボイラ本体を段階的に降下させ、ボイラ本体の下部からその解体を行った後、支持架構を解体する工法が提案されている。しかし、この解体工法では、トップガーダからボイラ本体を取り外す作業に手間がかかると共に、高所に設置され、大重量物であるトップガーダを支持架構から撤去する作業に極めて大きな手間を必要とするという問題があった。そこで、例えば、特許文献1のような解体工法も提案されている。この解体工法では、まず、トップガーダ上方において支持架構に複数の油圧ジャッキが設置されると共に油圧ジャッキのロッドをトップガーダに接続する。次に、トップガーダの端部を切り離すことで、支持架構からトップガーダを分離し、油圧ジャッキを介して支持架構にトップガーダが支持されるようにする。次に、油圧ジャッキを作動させてトップガーダとボイラ本体とを一緒に一定量降下させる。その後、ボイラ本体の下部から順にこれを解体する作業とトップガーダ及びボイラ本体の降下とを繰り返すことによりこれらを解体し、最後に支持架構を解体してボイラ設備の解体が終了する。   Boiler equipment installed in thermal power plants, etc., is generally in a state where a top girder (main beam) is installed on the upper part of the support frame installed so as to surround the boiler body, and the boiler body is suspended from this top girder. The structure to support is adopted. Such boiler equipment is dismantled after the end of its useful life, but since it is a relatively large-scale equipment, dismantling takes a lot of trouble. As a conventional dismantling method, for example, a method is proposed in which a boiler body is lowered stepwise and disassembled from the lower part of the boiler body, and then the support frame is disassembled. However, with this dismantling method, it takes time to remove the boiler body from the top girder, and it takes a lot of time to remove the top girder that is installed at a high place and is a heavy load from the support frame. There was a problem. Therefore, for example, a dismantling method as in Patent Document 1 has been proposed. In this dismantling method, first, a plurality of hydraulic jacks are installed on the support frame above the top girder, and the rods of the hydraulic jack are connected to the top girder. Next, the top girder is separated from the support frame by separating the end of the top girder, and the top girder is supported on the support frame via the hydraulic jack. Next, the hydraulic jack is operated to lower the top girder and the boiler body together by a certain amount. Then, the operation | work which disassembles this in order from the lower part of a boiler main body, and a top girder and the fall of a boiler main body are repeated, these are disassembled, and finally a support frame is disassembled and the dismantling of boiler equipment is complete | finished.

特開平10−46838号公報Japanese Patent Laid-Open No. 10-46838

ここで、ボイラ本体及びトップガーダは、その設計によって様々な荷重分布を有する。従って、ボイラ本体とトップガーダを同時に吊り下げて降下させる際、バランスよくこれらを降下させる必要がある。しかし、特許文献1の解体方法では、支持架構にジャッキを設置するため、ジャッキの設置箇所に一定の制約があり、任意の位置にジャッキを設置できない。このため、ボイラ本体とトップガーダとをバランスよく降下させることは必ずしも容易ではなく、工事の難易度や安全性で問題がある。   Here, the boiler body and the top girder have various load distributions depending on their designs. Therefore, when the boiler body and the top girder are suspended and lowered at the same time, it is necessary to lower them in a balanced manner. However, in the dismantling method of Patent Document 1, since the jack is installed on the support frame, there are certain restrictions on the installation location of the jack, and the jack cannot be installed at an arbitrary position. For this reason, it is not always easy to lower the boiler body and the top girder in a well-balanced manner, and there is a problem in construction difficulty and safety.

従って、本発明の目的は、ボイラ本体とトップガーダとをバランスよく降下可能とし、施工性及び安全性を向上し得るボイラ設備の解体工法を提供することにある。   Accordingly, an object of the present invention is to provide a boiler facility dismantling method that can lower the boiler body and the top girder in a well-balanced manner and can improve workability and safety.

本発明によれば、ボイラ本体と、前記ボイラ本体が吊り下げられるトップガーダと、前記トップガーダを支持する支持架構と、を備えたボイラ設備の解体方法であって、前記支持架構に、前記トップガーダを吊り下げるための仮設梁を仮設する仮設工程と、前記ボイラ本体と共に前記トップガーダを前記仮設梁から吊り下げて降下させるための降下装置を設置する設置工程と、前記支持架構から前記トップガータを分離する分離工程と、前記降下装置によって前記ボイラ本体と共に前記トップガーダを降下する降下工程、及び、前記ボイラ本体を解体する解体工程、を交互に複数回反復する反復工程と、を含むことを特徴とするボイラ設備の解体方法が提供される。   According to the present invention, there is provided a method for disassembling boiler equipment comprising a boiler body, a top girder on which the boiler body is suspended, and a support frame that supports the top girder. A temporary step of temporarily setting a temporary beam for suspending the girder; an installation step of installing a descent device for dropping the top girder from the temporary beam together with the boiler body; and the top gutter from the support frame A separation step of separating the top girder together with the boiler body by the lowering device, and a repetition step of alternately repeating a disassembly step of disassembling the boiler body a plurality of times. A featured method of dismantling boiler equipment is provided.

この解体工法によれば、ボイラ本体とトップガーダとを仮設の梁を介して吊り下げ、かつ、この仮設梁を支持架構によって支持するので、安定してボイラ本体及びトップガーダを降下することができる。また、降下装置を仮設梁上の任意の位置に設けることができるので、ボイラ本体及びトップガーダの荷重分布に対応してこれらを配置することができる。従って、より安全かつ簡易にボイラ本体及びトップガーダを降下することができ、様々なボイラ設備に対応することができる。なお、前記反復工程においては前記降下工程→前記解体工程の順としてもよいし、前記解体工程→前記降下工程の順としてもよい。   According to this dismantling method, since the boiler body and the top girder are suspended via the temporary beam and the temporary beam is supported by the support frame, the boiler body and the top girder can be stably lowered. . Moreover, since a descent | fall apparatus can be provided in the arbitrary positions on a temporary beam, these can be arrange | positioned corresponding to the load distribution of a boiler main body and a top girder. Therefore, the boiler main body and the top girder can be lowered more safely and easily, and it is possible to deal with various boiler facilities. In the repetitive process, the descending process may be performed in the order of the dismantling process, or the dismantling process may be performed in the order of the descending process.

本発明においては、前記降下装置が、吊り材と、当該吊り材に沿って移動するジャッキと、を備え、前記設置工程では、前記吊り材の上端部を前記仮設梁に取り付けると共に前記ジャッキを前記トップガーダに取り付けることもできる。こうすることで、吊り材を必要長に渡って先行設置が可能であり、ジャッキを降下する度に吊り材を設置する作業を省くことができ、ジャッキの降下作業を迅速に進めることができる。   In the present invention, the descent device includes a suspension member and a jack that moves along the suspension member. In the installation step, the upper end of the suspension member is attached to the temporary beam and the jack is attached to the temporary beam. It can also be attached to the top girder. In this way, the suspension material can be installed in advance over the required length, the work of installing the suspension material every time the jack is lowered can be omitted, and the work of lowering the jack can be proceeded quickly.

本発明によれば、ボイラ本体とトップガーダとをバランスよく降下可能とし、施工性及び安全性を向上することが可能となる。   According to the present invention, the boiler body and the top girder can be lowered in a well-balanced manner, and the workability and safety can be improved.

以下、図面を参照して本発明の好適な実施の形態について説明する。図1(a)は本発明の解体工法の対象例であるボイラ設備Aの外観斜視図、図2(a)はボイラ設備Aの概略構造図である。このボイラ設備Aは、概説すると、ボイラ本体1と、鋼棒等の複数の吊り材2によりボイラ本体1を吊り下げ支持するトップガーダ3と、トップガーダ3を支持する支持架構4と、を備える。支持架構4は、ボイラ本体1の左右にそれぞれ配設された柱部4a及び4bを含み、各柱部4a及び4bは、鉄骨等の複数の柱及び梁から構成され、全体としてボイラ設備Aの建屋を形成している。トップガーダ3は、相互に直交するように接続された複数の主トップガーダ3aと副トップガーダ3bとからなり、主トップガーダ3aは支持架構4の上部においてボイラ本体1を跨るように柱部4a及び4b間に架設・支持されている。   Preferred embodiments of the present invention will be described below with reference to the drawings. FIG. 1A is an external perspective view of boiler equipment A which is an example of the dismantling method of the present invention, and FIG. 2A is a schematic structural diagram of boiler equipment A. In general, the boiler facility A includes a boiler body 1, a top girder 3 that supports the boiler body 1 by hanging a plurality of suspension members 2 such as steel bars, and a support frame 4 that supports the top girder 3. . The support frame 4 includes column portions 4a and 4b respectively disposed on the left and right sides of the boiler body 1, and each of the column portions 4a and 4b is composed of a plurality of columns and beams such as steel frames, and the boiler facility A as a whole. Forms a building. The top girder 3 is composed of a plurality of main top girders 3a and sub top girder 3b connected so as to be orthogonal to each other, and the main top girder 3a extends over the boiler body 1 at the upper part of the support frame 4. And 4b.

次に、本発明の一実施形態によるボイラ設備Aの解体工法について説明する。本実施形態では、まず、支持架構4に、トップガーダ3を吊り下げるための梁を仮設する。図2(b)は支持架構4に主仮設梁5aと副仮設梁5b(以下、総称するときは仮設梁5という)を仮設した態様を示す図である。本実施形態の場合、主仮設梁5aはトップガーダ3の上方において、柱部4a及び4bの頂部に設けられたウマ5dを介して柱部4a及び4b間に複数架設されている。また、副仮設梁5bは、主仮設梁5a上にこれと直交するように主仮設梁5aの左右端部にそれぞれ1つずつ配設される。各副仮設梁5bは一対の梁部材を僅かな間隙を置いて形成されている。仮設梁5a及び5bの仮設が終了すると、トップガーダ3の下面に副仮設梁5cを設置する。次に、ボイラ本体1と共にトップガーダ3を仮設梁5から吊り下げて降下させるための降下装置を設置する。本実施形態では、降下装置として、吊り材とジャッキとを想定する。図3(a)は吊り材6とジャッキ7とを設置した態様を示す図である。また、図1(b)は吊り材6とジャッキ7とを設置した後のボイラ設備Aの外観斜視図である。   Next, the dismantling method of the boiler equipment A by one Embodiment of this invention is demonstrated. In the present embodiment, first, a beam for suspending the top girder 3 is temporarily installed on the support frame 4. FIG. 2B is a view showing a mode in which a main temporary beam 5 a and a sub temporary beam 5 b (hereinafter, collectively referred to as temporary beam 5) are temporarily installed on the support frame 4. In the case of this embodiment, a plurality of main temporary beams 5a are installed between the column portions 4a and 4b via the horse 5d provided on the top of the column portions 4a and 4b above the top girder 3. Moreover, the sub temporary beam 5b is arrange | positioned 1 each at the right-and-left end part of the main temporary beam 5a on the main temporary beam 5a so as to be orthogonal to this. Each sub-temporary beam 5b is formed with a pair of beam members with a slight gap. When the temporary setting of the temporary beams 5 a and 5 b is completed, the auxiliary temporary beam 5 c is installed on the lower surface of the top girder 3. Next, a descent device for suspending and dropping the top girder 3 from the temporary beam 5 together with the boiler body 1 is installed. In the present embodiment, a suspension member and a jack are assumed as the lowering device. FIG. 3A is a view showing a mode in which the suspension member 6 and the jack 7 are installed. Moreover, FIG.1 (b) is an external appearance perspective view of the boiler equipment A after installing the suspension material 6 and the jack 7. FIG.

吊り材6は例えば鋼製のロッドからなり、ジャッキ7はこの吊り材6に対する係止と解除により、吊り材6の任意の位置に位置することができると共に当該吊り材6に沿って移動することができる。ジャッキ7は、仮設梁5かトップガーダ3のいずれかに取付けることができるが、本実施形態では副仮設梁5cを介してトップガーダ3に取付けている。こうすることで、吊り材6を必要長に渡って先行設置が可能であり、ジャッキ7を降下する度に吊り材6を設置する作業を省くことができ、ジャッキ7の降下作業を迅速に進めることができる。吊り材6は複数設けられており、その上端部は副仮設梁5bに取付けられている。上述した通り、副仮設梁5bは一対の梁部材を僅かな間隙を置いて形成されており、吊り材6の上端部はこの間隙を通過して副仮設梁5bの上方へ突出し、副仮設梁5b上に設けられた留め具により固定されている。そして、吊り材6は各トップガーダ3間の隙間を通って鉛直方向下方へ延在しており、その下端部は開放端とされている。   The suspending material 6 is made of, for example, a steel rod, and the jack 7 can be positioned at any position of the suspending material 6 by being locked and released with respect to the suspending material 6 and moves along the suspending material 6. Can do. The jack 7 can be attached to either the temporary beam 5 or the top girder 3, but in this embodiment, the jack 7 is attached to the top girder 3 via the auxiliary temporary beam 5c. In this way, the suspension material 6 can be installed in advance over the required length, and the work of installing the suspension material 6 every time the jack 7 is lowered can be omitted. be able to. A plurality of suspension members 6 are provided, and an upper end portion thereof is attached to the auxiliary temporary beam 5b. As described above, the sub-temporary beam 5b is formed with a pair of beam members with a slight gap, and the upper end portion of the suspension member 6 passes through this gap and protrudes above the sub-temporary beam 5b. It is fixed by a fastener provided on 5b. The suspension member 6 extends downward in the vertical direction through the gaps between the top girders 3, and its lower end is an open end.

次に、ジャッキ7を吊り材6に係止した状態で、支持架構4からトップガーダ3を分離し、支持架構4による直接の支持を解除する。図3(b)は支持架構4からトップガーダ3を分離した態様を示す図である。本実施形態の場合、トップガーダ3の両端部を切断することによりトップガーダ3と支持架構4とを分離している。支持の解除により、トップガーダ3及びこれに吊り下げられたボイラ本体1は、共に仮設梁5に吊り下げられた状態となり、仮設梁5を介して支持架構4に間接的に支持されることになる。続いて、ジャッキ7をジャッキダウンすることにより、ボイラ本体1と共にトップガーダ3を降下する降下する工程と、ボイラ本体1を解体する工程と、を交互に複数回反復する。これらの各工程はいずれを先に行ってもよいが、本実施形態では前者を行った後、後者の解体を行う場合を想定している。図4(a)はジャッキ7のジャッキダウンによりボイラ本体1と共にトップガーダ3を降下した態様を示す図である。ジャッキダウンによりジャッキ7は吊り材6に沿って下方へ移動し、これに伴ってジャッキ7が取付けられたトップガーダ3及びこれに吊り下げられたボイラ本体1が降下することになる。降下量は、次の工程であるボイラ本体1の解体量に応じて定められる。図4(b)はボイラ本体1を一部解体した態様を示す図である。同図に示すようにボイラ本体1の下部から順に解体していくことになる。ボイラ本体1を吊ったまま解体することで、作業の効率化を図ることができる。   Next, the top girder 3 is separated from the support frame 4 while the jack 7 is locked to the suspension member 6, and the direct support by the support frame 4 is released. FIG. 3B is a view showing a state in which the top girder 3 is separated from the support frame 4. In the case of this embodiment, the top girder 3 and the support frame 4 are separated by cutting both end portions of the top girder 3. By releasing the support, the top girder 3 and the boiler body 1 suspended by the top girder 3 are both suspended from the temporary beam 5 and are indirectly supported by the support frame 4 via the temporary beam 5. Become. Subsequently, by lowering the jack 7, the step of lowering the top girder 3 together with the boiler body 1 and the step of disassembling the boiler body 1 are alternately repeated a plurality of times. Any of these steps may be performed first, but in the present embodiment, it is assumed that the former is performed and then the latter is disassembled. FIG. 4A is a view showing a state in which the top girder 3 is lowered together with the boiler body 1 by jacking down the jack 7. As a result of the jackdown, the jack 7 moves downward along the suspension member 6, and the top girder 3 to which the jack 7 is attached and the boiler body 1 suspended by the jack 7 are lowered accordingly. The amount of descent is determined according to the amount of dismantling of the boiler body 1 that is the next step. FIG. 4B is a view showing a mode in which the boiler body 1 is partially disassembled. As shown in the figure, the boiler body 1 is disassembled sequentially from the bottom. By disassembling while the boiler body 1 is suspended, work efficiency can be improved.

以下、図5(a)乃至(d)に示すように、ボイラ本体1及びトップガーダ3の降下と、ボイラ本体1の一部解体とを繰り返し行い、ボイラ本体1の解体完了後にトップガーダ3も解体して、図5(e)に示すようにボイラ本体1の解体作業が完了する。この後、重機等を用いて支持架構3を解体し、ボイラ設備Aの解体作業が終了することになる。このようにして実施される本実施形態の解体方法の利点は以下の通りである。まず、ボイラ本体1及びトップガーダ3を降下するにあたり、これらを仮設梁5を介して吊り下げ、かつ、この仮設梁5を支持架構4によって支持するので、安定してボイラ本体1及びトップガーダ3を降下することができる。この際、例えば、仮設梁5をトップガーダ3の残余部分(トップガーダ3の切断時に支持架構4に取り残された部分)により支持することも考えられるが、この場合、トップガーダ3の切断位置に制限が課されると共に支持架構4の多大な補強が必要となるため、本実施形態のように支持架構4により支持する場合の方が作業性が優れると共により強力な支持力を得ることができる。また、吊り材6及びジャッキ7からなる降下装置を仮設梁5上の任意の位置に設けることができるので、ボイラ本体1及びトップガーダ3の荷重分布に対応してこれらを配置することができる。従って、より安全かつ簡易にボイラ本体1及びトップガーダ3を降下することができると共に、様々なボイラ設備に対応することができる。更に、仮設梁5を設ける作業はそれほど手間がかかるものではなく、また、仮設梁5はH梁等の汎用仮設部材を用いれば足りるから経済性も優れる。   Hereinafter, as shown in FIGS. 5A to 5D, the lowering of the boiler main body 1 and the top girder 3 and the partial disassembly of the boiler main body 1 are repeatedly performed. After disassembling, the disassembling work of the boiler body 1 is completed as shown in FIG. Thereafter, the support frame 3 is disassembled using a heavy machine or the like, and the dismantling operation of the boiler facility A is completed. Advantages of the disassembling method of the present embodiment implemented in this way are as follows. First, when the boiler main body 1 and the top girder 3 are lowered, they are suspended via the temporary beam 5 and the temporary beam 5 is supported by the support frame 4, so that the boiler main body 1 and the top girder 3 are stably provided. Can descend. At this time, for example, the temporary beam 5 may be supported by the remaining part of the top girder 3 (the part left on the support frame 4 when the top girder 3 is cut). Since restrictions are imposed and a great amount of reinforcement of the support frame 4 is required, workability is improved and a stronger support force can be obtained when the support frame 4 is supported as in this embodiment. . Moreover, since the descent | fall apparatus which consists of the suspension material 6 and the jack 7 can be provided in the arbitrary positions on the temporary beam 5, these can be arrange | positioned corresponding to the load distribution of the boiler main body 1 and the top girder 3. FIG. Therefore, the boiler body 1 and the top girder 3 can be lowered more safely and easily, and various boiler facilities can be handled. Furthermore, the operation of providing the temporary beam 5 is not so laborious, and the temporary beam 5 is excellent in economic efficiency because a general-purpose temporary member such as an H beam is sufficient.

(a)は本発明の解体工法の対象例であるボイラ設備Aの外観斜視図、(b)は吊り材6とジャッキ7とを設置した後のボイラ設備Aの外観斜視図である。(A) is an external appearance perspective view of the boiler equipment A which is a target example of the dismantling method of this invention, (b) is an external perspective view of the boiler equipment A after installing the suspension material 6 and the jack 7. FIG. (a)はボイラ設備Aの概略構造図、(b)は支持架構4に主仮設梁5aと副仮設梁5bを仮設した態様を示す図である。(A) is a schematic structural diagram of the boiler facility A, and (b) is a diagram showing a mode in which a main temporary beam 5a and a sub temporary beam 5b are temporarily installed on a support frame 4. (a)は吊り材6とジャッキ7とを設置した態様を示す図、(b)は支持架構4からトップガーダ3を分離した態様を示す図である。(A) is a figure which shows the aspect which installed the suspension material 6 and the jack 7, (b) is a figure which shows the aspect which isolate | separated the top girder 3 from the support frame 4. FIG. (a)はジャッキ7のジャッキダウンによりボイラ本体1と共にトップガーダ3を降下した態様を示す図、(b)はボイラ本体1を一部解体した態様を示す図である。(A) is a figure which shows the aspect which lowered | hung the top girder 3 with the boiler main body 1 by jackdown of the jack 7, (b) is a figure which shows the aspect which disassembled the boiler main body 1 partially. (a)乃至(d)は、ボイラ本体1の解体と降下とを反復する作業を示す図、(e)はボイラ本体1の解体作業が終了した態様を示す図である。(A) thru | or (d) is a figure which shows the operation | work which repeats disassembly and the fall of the boiler main body 1, (e) is a figure which shows the aspect which the disassembly work of the boiler main body 1 was complete | finished.

符号の説明Explanation of symbols

A ボイラ設備
1 ボイラ本体
2 吊り材
3 トップガーダ
4 支持架構
5 仮設梁
6 吊り材
7 ジャッキ
A Boiler equipment 1 Boiler body 2 Suspension material 3 Top girder 4 Support frame 5 Temporary beam 6 Suspension material 7 Jack

Claims (2)

ボイラ本体と、前記ボイラ本体が吊り下げられるトップガーダと、前記トップガーダを支持する支持架構と、を備えたボイラ設備の解体方法であって、
前記支持架構に、前記トップガーダを吊り下げるための仮設梁を仮設する仮設工程と、
前記ボイラ本体と共に前記トップガーダを前記仮設梁から吊り下げて降下させるための降下装置を設置する設置工程と、
前記支持架構から前記トップガータを分離する分離工程と、
前記降下装置によって前記ボイラ本体と共に前記トップガーダを降下する降下工程、及び、前記ボイラ本体を解体する解体工程、を交互に複数回反復する反復工程と、
を含むことを特徴とするボイラ設備の解体方法。
A boiler body disassembling method comprising a boiler body, a top girder on which the boiler body is suspended, and a support frame that supports the top girder,
A temporary step of temporarily setting a temporary beam for suspending the top girder on the support frame;
An installation step of installing a lowering device for suspending and dropping the top girder from the temporary beam together with the boiler body;
A separation step of separating the top garter from the support frame;
A lowering step of lowering the top girder together with the boiler body by the lowering device, and a dismantling step of disassembling the boiler body, a repetitive step of alternately repeating a plurality of times,
A method for disassembling boiler equipment, comprising:
前記降下装置が、吊り材と、当該吊り材に沿って移動するジャッキと、を備え、
前記設置工程では、前記吊り材の上端部を前記仮設梁に取り付けると共に前記ジャッキを前記トップガーダに取り付けることを特徴とする請求項1に記載のボイラ設備の解体方法。
The descent device comprises a suspension material and a jack that moves along the suspension material,
2. The boiler facility disassembly method according to claim 1, wherein in the installation step, an upper end portion of the suspension member is attached to the temporary beam and the jack is attached to the top girder.
JP2003390699A 2003-11-20 2003-11-20 Disassembly method for boiler facility Pending JP2005155933A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009287370A (en) * 2008-06-02 2009-12-10 Taihei Dengyo Kaisha Ltd Demolition method for boiler and boiler building
JP2009287372A (en) * 2008-06-02 2009-12-10 Taihei Dengyo Kaisha Ltd Demolition method for boiler and boiler building
JP2009287371A (en) * 2008-06-02 2009-12-10 Taihei Dengyo Kaisha Ltd Demolition method for boiler and boiler building
JP2010180613A (en) * 2009-02-05 2010-08-19 Besutera Kk Method for dismantling goliath crane
JP2014047936A (en) * 2012-08-29 2014-03-17 Taihei Dengyo Kaisha Ltd Decomposition method of boiler

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009287370A (en) * 2008-06-02 2009-12-10 Taihei Dengyo Kaisha Ltd Demolition method for boiler and boiler building
JP2009287372A (en) * 2008-06-02 2009-12-10 Taihei Dengyo Kaisha Ltd Demolition method for boiler and boiler building
JP2009287371A (en) * 2008-06-02 2009-12-10 Taihei Dengyo Kaisha Ltd Demolition method for boiler and boiler building
JP2010180613A (en) * 2009-02-05 2010-08-19 Besutera Kk Method for dismantling goliath crane
JP2014047936A (en) * 2012-08-29 2014-03-17 Taihei Dengyo Kaisha Ltd Decomposition method of boiler

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