JPH11270154A - Dismantling method of boiler and boiler shed - Google Patents

Dismantling method of boiler and boiler shed

Info

Publication number
JPH11270154A
JPH11270154A JP7166798A JP7166798A JPH11270154A JP H11270154 A JPH11270154 A JP H11270154A JP 7166798 A JP7166798 A JP 7166798A JP 7166798 A JP7166798 A JP 7166798A JP H11270154 A JPH11270154 A JP H11270154A
Authority
JP
Japan
Prior art keywords
boiler
jack
dismantling
main beam
building
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP7166798A
Other languages
Japanese (ja)
Inventor
Hiroshi Nozaki
博 野崎
Masayasu Matsubara
正安 松原
Yoshihisa Sato
芳久 佐藤
Koji Endo
幸治 遠藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taisei Corp filed Critical Taisei Corp
Priority to JP7166798A priority Critical patent/JPH11270154A/en
Publication of JPH11270154A publication Critical patent/JPH11270154A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a dismantling method of a boiler and a boiler shed dispensing with replacement of a jack lowering the boiler and capable of raising working efficiency. SOLUTION: This dismantling method is of such processes as an A process of setting respective jacks 5 on both ends of a regular beam 3 for hanging a boiler 1, a B process of hooking hanging materials 6 extending from the jacks 5 on the regular beam 3, a C process of cutting the regular beam 3 so that the boiler 1 may separate from a boiler shed 2 together with the regular beam 3 portion side where the hanging material 6 extending from the jack 5 is hooked with the regular beam 3 portion side where the jack 5 is set remaining on the boiler shed 2 side, a D process of lowering the boiler 1 together with the regular beam 3 portion side where the hanging material 6 extending from the jack 5 is hooked, an E process of dismantling the lowered boiler 1 from its lower part, and an F process of dismantling the boiler shed 2 from its upper part.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えば火力発電所
などに設置されているボイラを、それが格納されている
建屋と共に解体する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for dismantling a boiler installed in, for example, a thermal power plant together with a building in which the boiler is stored.

【0002】[0002]

【発明が解決しようとする課題】一般に、火力発電所に
設置されている大型の吊り下げ式ボイラは、その耐用年
数経過後に建屋と共に解体されることになる。ここで、
その解体手順について、図12〜図14を用いて簡単に
説明する。図12に示すのは、解体準備作業がほぼ完了
した状態でのボイラ建屋の断面である。同図から判るよ
うに、解体準備がほぼ完了した状態では、ボイラ21を
吊るトップガーダ(本設梁)22には、所定の間隔でジ
ャッキ23が設置されている(図ではジャッキ23を3
基しか示していないが、実際には、ボイラ21の重量に
応じて必要な数だけ設置される)。そして、このジャッ
キ23から延びるワイヤ24をボイラ21の上端部に連
結している。
Generally, a large suspended boiler installed in a thermal power plant is dismantled together with the building after the end of its useful life. here,
The disassembly procedure will be briefly described with reference to FIGS. FIG. 12 shows a cross section of the boiler building when the dismantling preparation work is almost completed. As can be seen from the figure, when the dismantling preparation is almost completed, jacks 23 are installed at predetermined intervals on the top girder (main beam) 22 that suspends the boiler 21 (in the figure, three jacks 23 are connected).
Although only the base is shown, in reality, a required number is installed according to the weight of the boiler 21). The wire 24 extending from the jack 23 is connected to the upper end of the boiler 21.

【0003】上記のごとく解体準備を済ませたならば、
続いてボイラの本解体作業に移る。この本解体作業に際
しては、まず、ボイラ21とトップガーダ22とを連結
している本設の吊り材25や、ボイラ21につながる配
管(図示せず)などを切断する。次いで、ジャッキ23
からワイヤ24を繰り出していき、ボイラ21を降下さ
せる。
[0003] Once the dismantling preparation is completed as described above,
Then, it moves to the boiler dismantling work. At the time of the main dismantling work, first, a permanent suspension member 25 connecting the boiler 21 and the top girder 22 and a pipe (not shown) connected to the boiler 21 are cut. Next, jack 23
, And the boiler 21 is lowered.

【0004】図13に示すごとく、ボイラ21の下端部
を地表近くまで降下させたならば、それを下部から解体
(切断撤去)する。そして、ある程度ボイラ21を解体
した後、再びジャッキ23からワイヤ24を繰り出して
ボイラ21を降下させ、また解体を行う。以降、ボイラ
21の降下と解体とを繰り返し実施する。こうしてボイ
ラ21を半分程度解体した状態は、図14に示すとおり
である。
As shown in FIG. 13, when the lower end of the boiler 21 is lowered to near the ground, it is disassembled (cut off) from below. After the boiler 21 is dismantled to some extent, the wire 24 is drawn out from the jack 23 again to lower the boiler 21 and dismantle. Thereafter, the descent and dismantling of the boiler 21 are repeatedly performed. The state in which the boiler 21 is dismantled about half is as shown in FIG.

【0005】上述したようにしてボイラ21の解体を完
了させた後は、トップガーダ22を含めてボイラ建屋を
解体する。言い換えれば、まずトップガーダ22をボイ
ラ建屋から切り離し、地上に降下させる。この後、ボイ
ラ建屋の解体が上部から1段ずつ実施されることにな
る。ところで、こうした従来技術では、トップガーダ2
2の切断・降下に先行してジャッキ23の盛り替え、す
なわち仮設梁をボイラ建屋の本設柱26間に掛け渡した
後、ジャッキ23をそれに移し替え、更にこの移し替え
たジャッキ23から延びるワイヤ24をトップガーダ2
2に連結するといった面倒な作業が必要となる。それゆ
え作業効率が悪く、これが解体作業を長引かせる原因と
なっていた。
After the dismantling of the boiler 21 is completed as described above, the boiler building including the top girder 22 is dismantled. In other words, first, the top girder 22 is separated from the boiler building and lowered to the ground. After that, the dismantling of the boiler building is performed one by one from the top. By the way, in such a conventional technique, the top girder 2
Prior to the cutting and descent of Step 2, the jack 23 is replaced, that is, the temporary beam is bridged between the main pillars 26 of the boiler building, the jack 23 is transferred thereto, and the wire extending from the transferred jack 23 is further transferred. 24 top girder 2
It is necessary to perform a troublesome operation such as connecting to the second. Therefore, work efficiency was poor, and this was the cause of prolonged dismantling work.

【0006】したがって、本発明が解決しようとする課
題は、ボイラを降下させるジャッキの盛り替えが不要
で、作業の効率化が図れるボイラ及びボイラ建屋の解体
方法を提供することである。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a boiler and a method for dismantling a boiler building which do not require rearrangement of jacks for lowering the boiler and which can improve work efficiency.

【0007】[0007]

【課題を解決するための手段】上記の課題は、ボイラを
吊る本設梁の二つの端部に、それぞれジャッキを設置す
るA工程と、前記ジャッキから延びる吊り材を前記本設
梁に掛止するB工程と、前記本設梁において前記ジャッ
キが設置された部分側がボイラ建屋側に残り、かつ、前
記ボイラが、前記本設梁において前記ジャッキから延び
る吊り材が掛止された部分側と共に、前記ボイラ建屋か
ら分離するよう前記本設梁を切断するC工程と、前記ジ
ャッキを動作させて、前記ボイラを、前記本設梁におい
て前記ジャッキから延びる吊り材が掛止された部分側と
共に降下させるD工程と、降下させた前記ボイラを下部
から解体するE工程と、前記ボイラ建屋を上部から解体
するF工程とを具備することを特徴とするボイラ及びボ
イラ建屋の解体方法によって解決される。
SUMMARY OF THE INVENTION The object of the present invention is to provide an A step of installing jacks at two ends of a main beam for suspending a boiler, and suspending a hanging member extending from the jack on the main beam. B step, the part side where the jack is installed in the main beam remains on the boiler building side, and the boiler, together with the part side where the hanging member extending from the jack is hooked in the main beam, Step C of cutting the main beam to separate it from the boiler building, and operating the jack to lower the boiler together with the part of the main beam where the hanging member extending from the jack is hooked. A method for dismantling a boiler and a boiler building, comprising: a step D; a step E for disassembling the lowered boiler from below; and a step F for dismantling the boiler building from above. It is solved by.

【0008】すなわち、本発明のボイラ及びボイラ建屋
の解体方法では、ボイラを吊る本設梁の二つの端部に、
それぞれジャッキを設置し、このジャッキから延びる吊
り材を本設梁に掛止した後、本設梁においてジャッキが
設置された部分側がボイラ建屋側に残り、かつ、ボイラ
が、本設梁においてジャッキから延びる吊り材が掛止さ
れた部分側と共に、ボイラ建屋から分離するよう本設梁
を切断することで、ボイラを本設梁と共に降下させるよ
うにしている。したがって、ボイラと本設梁とを別個に
降下させていた従来技術においては不可欠であったジャ
ッキの盛り替え作業、すなわち仮設梁をボイラ建屋の本
設柱間に掛け渡した後、ジャッキをそれに移し替え、更
にこの移し替えたジャッキから延びる吊り材を本設梁に
連結するといった非常に面倒な作業が不要となる。ま
た、ジャッキの支持には、本設梁の一部(ボイラ建屋側
に残る両端部)を直接使用するため、仮設架台などの大
掛かりな設備を必要としない。ゆえに、従来の解体方法
に比べて、作業効率を大幅に向上させることが可能であ
り、それに伴い工期を短縮できる。
That is, in the method for dismantling a boiler and a boiler building according to the present invention, two ends of a permanent beam for suspending the boiler are provided with:
After installing jacks and hooking the hanging material extending from this jack to the main beam, the part of the main beam where the jack was installed remains on the boiler building side, and the boiler is removed from the jack at the main beam. The main beam is cut so as to be separated from the boiler building together with the portion where the extending hanging member is hooked, so that the boiler is lowered together with the main beam. Therefore, in the prior art in which the boiler and the permanent beam were separately lowered, the jack was re-arranged, which was indispensable in the prior art, i.e., the temporary beam was bridged between the permanent columns of the boiler building, and then the jack was moved to it. This eliminates the need for a very troublesome operation such as replacement and connection of a hanging member extending from the transferred jack to the main beam. Further, since a part of the main beam (both ends remaining on the boiler building side) is directly used for supporting the jack, a large-scale facility such as a temporary gantry is not required. Therefore, compared with the conventional disassembly method, the working efficiency can be greatly improved, and the construction period can be shortened accordingly.

【0009】なお、上記本発明のボイラ及びボイラ建屋
の解体方法では、本設梁の切断ラインとして、この本設
梁の上辺上であって、ジャッキが設置された位置よりも
前記本設梁の中心に近い位置に存在する点と、前記本設
梁の下辺上であって、前記ジャッキから延びる吊り材が
掛止された位置よりも前記本設梁とボイラ建屋との接合
点に近い位置に存在する点とを結ぶ直線(あるいは、こ
の二点を結ぶ折れ線や曲線など)を挙げることができ
る。
In the method for dismantling a boiler and a boiler building according to the present invention, the cutting line of the main beam is located on the upper side of the main beam and is located at a position higher than the position where the jack is installed. A point present at a position close to the center, and a lower position on the lower side of the main beam, closer to a joining point between the main beam and the boiler building than a position where a hanging member extending from the jack is hung. A straight line connecting the existing points (or a polygonal line or a curve connecting these two points) can be given.

【0010】また、ボイラ降下時の安定性を高めるた
め、ジャッキは、本設梁と直交するようこの本設梁上に
載置した仮設梁上に、前記本設梁を挟むよう前記本設梁
の一つの端部について2基一組で設置することが好まし
い。更に、ジャッキから延びる吊り材の掛止状態を確実
なものとするため、このジャッキから延びる吊り材の下
端部に本設梁受け材を連結し、本設梁が前記本設梁受け
材に載置された状態とすることで、前記吊り材を前記本
設梁に掛止することが好ましい。
Further, in order to enhance the stability at the time of descent of the boiler, the jack is provided on the temporary beam placed on the permanent beam so as to be orthogonal to the permanent beam so as to sandwich the permanent beam. It is preferable that two sets are installed for one end of the above. Further, in order to secure the hanging state of the hanging member extending from the jack, a permanent beam receiving member is connected to a lower end portion of the hanging member extending from the jack, and the permanent beam is mounted on the permanent beam receiving member. It is preferable that the hanging member is hung on the main beam by being placed.

【0011】そして、本発明のボイラ及びボイラ建屋の
解体方法では、解体作業時の安全性を高めるため、ボイ
ラの降下と解体とを交互に繰り返し行うことが好まし
い。
In the method for dismantling a boiler and a boiler building according to the present invention, it is preferable that the boiler is lowered and dismantled alternately and repeatedly in order to enhance safety during dismantling work.

【0012】[0012]

【発明の実施の形態】以下で本発明の一実施形態として
説明するボイラ及びボイラ建屋の解体方法は、ボイラを
吊る本設梁の二つの端部に、それぞれジャッキを設置す
るA工程と、前記ジャッキから延びる吊り材を前記本設
梁に掛止するB工程と、前記本設梁において前記ジャッ
キが設置された部分側がボイラ建屋側に残り、かつ、前
記ボイラが、前記本設梁において前記ジャッキから延び
る吊り材が掛止された部分側と共に、前記ボイラ建屋か
ら分離するよう前記本設梁を切断するC工程と、前記ジ
ャッキを動作させて、前記ボイラを、前記本設梁におい
て前記ジャッキから延びる吊り材が掛止された部分側と
共に降下させるD工程と、降下させた前記ボイラを下部
から解体するE工程と、前記ボイラ建屋を上部から解体
するF工程とを具備する。特に本実施形態では、本設梁
の切断を、この本設梁の上辺上であって、ジャッキが設
置された位置よりも前記本設梁の中心に近い位置に存在
する点と、前記本設梁の下辺上であって、前記ジャッキ
から延びる吊り材が掛止された位置よりも前記本設梁と
ボイラ建屋との接合点に近い位置に存在する点とを結ぶ
ラインに沿って行うようにした。また、ジャッキは、本
設梁と直交するようこの本設梁上に載置した仮設梁上
に、前記本設梁を挟むよう前記本設梁の一つの端部につ
いて2基一組で設置している。更に、ジャッキから延び
る吊り材の下端部に本設梁受け材を連結し、本設梁が前
記本設梁受け材に載置された状態とすることで前記吊り
材を前記本設梁に掛止している。そして、本実施形態で
は、ボイラの降下と解体とを交互に繰り返し行うように
した。
BEST MODE FOR CARRYING OUT THE INVENTION A method for dismantling a boiler and a boiler building, which will be described below as an embodiment of the present invention, comprises a step A in which jacks are installed at two ends of a permanent beam for suspending the boiler, respectively. A step B of hanging a hanging member extending from a jack on the main beam; and a portion of the main beam where the jack is installed remains on the boiler building side, and the boiler is connected to the jack on the main beam. A step of cutting the main beam so as to be separated from the boiler building together with the part side on which the hanging member extending from the hook is hung, and operating the jack to move the boiler from the jack at the main beam. A step D for lowering the boiler lowered from the lower part, and a step F for disassembling the boiler building from the upper part. To. In particular, in the present embodiment, the cutting of the main beam is performed on the upper side of the main beam, at a point closer to the center of the main beam than at the position where the jack is installed, and On the lower side of the beam, along the line connecting the point existing at a position closer to the junction between the main beam and the boiler building than the position where the hanging member extending from the jack is hung, did. In addition, two sets of jacks are installed on a temporary beam placed on the main beam so as to intersect the main beam at one end of the main beam so as to sandwich the main beam. ing. Further, a permanent beam receiving member is connected to a lower end portion of the hanging member extending from the jack, and the permanent beam is placed on the permanent beam receiving member so that the hanging member is hung on the permanent beam. Stopped. In the present embodiment, the boiler is lowered and dismantled alternately and repeatedly.

【0013】続いて、図1〜図10を用いて、本発明の
実施形態を更に詳しく説明する。なお、図1はトップガ
ーダ上に仮設梁対を載置した状態でのボイラ建屋の俯瞰
図、図2は仮設梁対の上にジャッキを設置した状態での
ボイラ建屋の断面図、図3は図2と同じ状態でのボイラ
建屋の平面図、図4はジャッキから延びるワイヤの下端
部にトップガーダ受け材を連結した状態でのボイラ建屋
の断面図、図5は図4におけるX−X線での断面図、図
6はトップガーダの切断ラインを示す正面図、図7はボ
イラを1段分降下させた状態でのボイラ建屋の断面図、
図8はボイラの解体が1段分完了した状態でのボイラ建
屋の断面図、図9はボイラ建屋の解体準備が完了した状
態でのその断面図、図10はボイラ建屋の解体途中の状
態を示すその断面図である。
Next, an embodiment of the present invention will be described in more detail with reference to FIGS. 1 is an overhead view of a boiler building with a pair of temporary beams mounted on a top girder, FIG. 2 is a cross-sectional view of a boiler building with a jack installed on the pair of temporary beams, and FIG. FIG. 4 is a plan view of the boiler building in the same state as FIG. 2, FIG. 4 is a cross-sectional view of the boiler building in a state where a top girder receiving member is connected to the lower end of a wire extending from the jack, and FIG. 5 is a line XX in FIG. FIG. 6 is a front view showing a cutting line of the top girder, FIG. 7 is a cross-sectional view of a boiler building in a state where the boiler is lowered by one stage,
8 is a cross-sectional view of the boiler building in a state where the dismantling of the boiler has been completed for one stage, FIG. 9 is a cross-sectional view of the state in which the preparation for dismantling the boiler building is completed, and FIG. FIG.

【0014】本発明の一実施形態に係るボイラ及びボイ
ラ建屋の解体方法(以下、本解体方法と呼ぶ)では、ボ
イラ1及びボイラ建屋2の本解体に先立って、図1に示
すごとく、ボイラ1を吊るトップガーダ(本設梁)3の
上、特にこのトップガーダ3の二つの端部上に仮設梁対
4を載置する。そして、図2に示すように、この仮設梁
対4の上にジャッキ5を設置する(A工程)。更に詳し
く言えば、仮設梁対4は、二つのH形鋼材4a,4bか
ら構成されており、それをトップガーダ3と直交するよ
う、このトップガーダ3の上に載置する。そして、図3
から判るように、ジャッキ5を、仮設梁対4の上に、ト
ップガーダ3を挟むよう、このトップガーダ3の一つの
端部について2基一組で設置する。なお、本実施形態で
は、ボイラ1を吊るトップガーダ3が4本存在すること
から、ジャッキ5を計16個設けている。
In the method for dismantling a boiler and a boiler building according to one embodiment of the present invention (hereinafter referred to as the present dismantling method), prior to the main dismantling of the boiler 1 and the boiler building 2, as shown in FIG. The temporary beam pair 4 is placed on a top girder (main beam) 3, in particular, on two ends of the top girder 3. Then, as shown in FIG. 2, a jack 5 is installed on the temporary beam pair 4 (Step A). More specifically, the temporary beam pair 4 is composed of two H-shaped steel members 4 a and 4 b, and is mounted on the top girder 3 so as to be orthogonal to the top girder 3. And FIG.
As can be seen from FIG. 2, two jacks 5 are installed on one end of the top girder 3 so as to sandwich the top girder 3 on the temporary beam pair 4. In this embodiment, since there are four top girders 3 for suspending the boiler 1, a total of 16 jacks 5 are provided.

【0015】さて、上記のごとくジャッキ5を設置した
ならば、これに続いて、ジャッキ5にワイヤ(吊り材)
6をセットする。そして、図4や図5に示すごとく、こ
のジャッキ5から延びるワイヤ6をトップガーダ3に掛
止する(B工程)。すなわち、ワイヤ6の下端部にトッ
プガーダ受け材(本設梁受け材)7を連結し、トップガ
ーダ3がトップガーダ受け材7に載置された状態とする
ことで、ワイヤ6をトップガーダ3に掛止する。
Once the jack 5 has been installed as described above, the jack 5 is subsequently connected to a wire (suspension member).
6 is set. Then, as shown in FIGS. 4 and 5, the wire 6 extending from the jack 5 is hooked on the top girder 3 (step B). That is, the top girder receiving member (main beam receiving member) 7 is connected to the lower end portion of the wire 6, and the top girder 3 is placed on the top girder receiving member 7. Hang on.

【0016】なお、仮設梁対4を構成する仮設梁4aと
仮設梁4bとの間には、ワイヤ6の径よりも僅かに大き
い幅の間隙を設けてある。したがって、ワイヤ6は、こ
の間隙を経て仮設梁対4の底面から突出し、トップガー
ダ受け材7に連結されることになる。上述したジャッキ
5の設置作業、ワイヤ6のセット作業、そしてトップガ
ーダ受け材7の連結作業をトップガーダ3と仮設梁対4
との全ての交点にて行うことで、ボイラ及びボイラ建屋
の解体準備が完了する。
A gap having a width slightly larger than the diameter of the wire 6 is provided between the temporary beam 4a and the temporary beam 4b constituting the temporary beam pair 4. Therefore, the wire 6 protrudes from the bottom surface of the temporary beam pair 4 through this gap, and is connected to the top girder receiving member 7. The above-described installation work of the jack 5, the setting work of the wire 6, and the connecting work of the top girder receiving member 7 are performed by the top girder 3 and the temporary beam pair 4.
By performing at all the intersections with, the dismantling preparation of the boiler and the boiler building is completed.

【0017】こうして解体準備が完了したならば、次に
トップガーダ3をボイラ建屋2から切り離す(C工
程)。この際、トップガーダ3の切断は、図6における
斜線LすなわちQ点とQ’点とを結ぶ直線に沿って実施
する。言い換えれば、トップガーダ3においてジャッキ
5の設置された部分側がボイラ建屋2側に残り、かつ、
ボイラ1が、トップガーダ3においてジャッキ5から延
びるワイヤ6が掛止された部分側と共に、ボイラ建屋2
から分離するようトップガーダ3を切断する。これによ
って、ボイラ1及びトップガーダ3(正確にはトップガ
ーダ3の中央部分)の重量は、ジャッキ5及びワイヤ6
を介して、トップガーダ3の残りの部分に伝達される。
更に、トップガーダ3の残りの部分が発揮するキャンテ
ィレバー効果によって、ボイラ1及びトップガーダ3の
重量はボイラ建屋2に伝えられる。
When the dismantling preparation is completed, the top girder 3 is separated from the boiler building 2 (step C). At this time, the cutting of the top girder 3 is performed along the oblique line L in FIG. 6, that is, the straight line connecting the points Q and Q ′. In other words, the side of the top girder 3 where the jack 5 is installed remains on the boiler building 2 side, and
The boiler 1 is mounted on the boiler building 2 together with the side of the top girder 3 where the wire 6 extending from the jack 5 is hooked.
The top girder 3 is cut so as to separate from the top girder. As a result, the weight of the boiler 1 and the top girder 3 (accurately, the central portion of the top girder 3) is reduced by the jack 5 and the wire 6.
To the rest of the top girder 3.
Furthermore, the weight of the boiler 1 and the top girder 3 is transmitted to the boiler building 2 by the cantilever effect exerted by the remaining part of the top girder 3.

【0018】なお、図6の斜線Lを決定するQ点は、ト
ップガーダ3の上辺上であって、ジャッキ5が設置され
た位置よりもトップガーダ3の中心に近い位置に存在す
る点である。一方、Q’点は、トップガーダ3の下辺上
であって、ジャッキ5から延びるワイヤ6が掛止された
位置(トップガーダ受け材7が当接する位置)よりもト
ップガーダ3とボイラ建屋2との接合点に近い位置に存
在する点である。
The point Q that determines the oblique line L in FIG. 6 is a point located on the upper side of the top girder 3 and closer to the center of the top girder 3 than the position where the jack 5 is installed. . On the other hand, the point Q ′ is on the lower side of the top girder 3, and the position of the top girder 3 and the boiler building 2 is lower than the position where the wire 6 extending from the jack 5 is hooked (the position where the top girder receiving member 7 abuts). Is a point existing at a position close to the junction point.

【0019】全てのトップガーダ3をボイラ建屋2から
切り離したならば、続いてジャッキ5を動作させて、ボ
イラ1を1段分降下させる(D工程)。この際、トップ
ガーダ3においてジャッキ5から延びるワイヤ6が掛止
された部分が、図7から判るようにボイラ1と共に降下
することになる。この図7に示す状態が得られたなら
ば、ボイラ1をその下部から解体する(E工程)。ボイ
ラ1の解体が1段分完了した状態は、図8に示すとおり
である。
When all the top girders 3 are separated from the boiler building 2, the jack 5 is operated to lower the boiler 1 by one stage (step D). At this time, the portion where the wire 6 extending from the jack 5 is hooked on the top girder 3 descends together with the boiler 1 as can be seen from FIG. When the state shown in FIG. 7 is obtained, the boiler 1 is disassembled from below (step E). The state where the dismantling of the boiler 1 has been completed for one stage is as shown in FIG.

【0020】これ以後は、ボイラ1の降下と解体とを1
段分ずつ交互に繰り返し実施すればよく、ボイラ1の解
体が完了した時点、つまりボイラ建屋2の解体準備が完
了した時点では、図9に示す状態となる。なお、仮設梁
対4やジャッキ5の撤去については特に説明しなかった
が、これらの作業は、ボイラ1の最終解体作業時に、そ
れと並行して行われる。
After that, the descent and the dismantling of the boiler 1 are performed by one.
What is necessary is just to carry out alternately and repeatedly for each step, and when the dismantling of the boiler 1 is completed, that is, when the preparation for dismantling the boiler building 2 is completed, the state shown in FIG. 9 is obtained. Although the removal of the pair of temporary beams 4 and the jack 5 has not been particularly described, these operations are performed in parallel with the final dismantling operation of the boiler 1.

【0021】こうして図9に示す状態となったならば、
次いで、ボイラ建屋2をその上部から解体する(F工
程)。ボイラ建屋の解体途中の状態は、図10に示すと
おりであり、この状態から更に残りの部分を解体撤去し
て、ボイラ1及びボイラ建屋2の解体が完了する。上述
したように本実施形態では、ボイラ1を吊るトップガー
ダ3の二つの端部に、それぞれジャッキ5を設置し、こ
のジャッキ5から延びるワイヤ6をトップガーダ3に掛
止した後、このトップガーダ3においてジャッキ5が設
置された部分側がボイラ建屋2側に残り、かつ、ボイラ
1が、トップガーダ3においてジャッキ5から延びるワ
イヤ6が掛止された部分側と共に、ボイラ建屋2から分
離するようトップガーダ3を切断することで、ボイラ1
をトップガーダ3と共に降下させるようにしている。し
たがって、ボイラとトップガーダとを別個に降下させて
いた従来技術においては不可欠であったジャッキの盛り
替え作業、すなわち仮設梁をボイラ建屋の本設柱間に掛
け渡した後、ジャッキをそれに移し替え、更にこの移し
替えたジャッキから延びる吊り材をトップガーダに連結
するといった非常に面倒な作業が不要となる。また、ジ
ャッキ5の支持には、トップガーダ3の一部(ボイラ建
屋2側に残る両端部)を直接使用するため、仮設架台な
どの大掛かりな設備を必要としない。ゆえに、従来の解
体方法に比べて、作業効率を大幅に向上させることが可
能であり、それに伴い工期を短縮できる。
When the state shown in FIG. 9 is obtained,
Next, the boiler building 2 is dismantled from above (F step). The state in the middle of dismantling of the boiler building is as shown in FIG. 10, and the remaining part is further dismantled and removed from this state, and the dismantling of the boiler 1 and the boiler building 2 is completed. As described above, in the present embodiment, jacks 5 are respectively installed at two ends of the top girder 3 for suspending the boiler 1, and a wire 6 extending from the jack 5 is hung on the top girder 3. 3, the side where the jack 5 is installed remains on the boiler building 2 side, and the boiler 1 is separated from the boiler building 2 together with the side where the wire 6 extending from the jack 5 is hooked on the top girder 3. By cutting the girder 3, the boiler 1
With the top girder 3. Therefore, in the prior art, in which the boiler and the top girder were separately lowered, the jack was re-arranged, which was indispensable in the prior art. In addition, it is not necessary to perform a very troublesome operation such as connecting a suspension member extending from the transferred jack to the top girder. In addition, since a portion of the top girder 3 (both ends remaining on the boiler building 2 side) is directly used for supporting the jack 5, large-scale equipment such as a temporary gantry is not required. Therefore, compared with the conventional disassembly method, the working efficiency can be greatly improved, and the construction period can be shortened accordingly.

【0022】なお、本発明は、上記実施形態に限定され
るものではなく、その技術思想の範囲内で適宜変更する
ことができる。例えば、トップガーダの切断を斜め直線
に沿ってだけでなく、これ以外のラインに沿って実施し
てもよい。図11に実線で示すのはその一例であって、
R点とR’点とを結ぶクランク状のラインL’に沿っ
て、仮設梁対11及びジャッキ12が設置されたトップ
ガーダ13を切断することを特徴とする。一方、同図に
破線で示すのも、トップガーダ切断ラインの他の例であ
る。こうした折れ線L’や曲線L’’に沿ってトップガ
ーダ13を切断するようにした場合でも、先の実施形態
と同様の効果が得られる。
It should be noted that the present invention is not limited to the above embodiment, and can be appropriately changed within the scope of the technical idea. For example, the cutting of the top girder may be performed not only along an oblique straight line but also along other lines. An example is shown by a solid line in FIG.
The top girder 13 on which the temporary beam pair 11 and the jack 12 are installed is cut along a crank-shaped line L 'connecting the points R and R'. On the other hand, another example of the top girder cutting line is indicated by a broken line in FIG. Even when the top girder 13 is cut along the broken line L ′ or the curve L ″, the same effects as those of the previous embodiment can be obtained.

【0023】[0023]

【発明の効果】本発明によれば、ボイラを降下させるジ
ャッキの盛り替えが不要であり、ボイラ及びボイラ建屋
の解体作業の効率化が図れる。
According to the present invention, it is not necessary to change the jack for lowering the boiler, and the efficiency of dismantling the boiler and the boiler building can be improved.

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

【図1】トップガーダ上に仮設梁対を載置した状態での
ボイラ建屋の俯瞰図(本実施形態)
FIG. 1 is an overhead view of a boiler building with a pair of temporary beams mounted on a top girder (this embodiment).

【図2】仮設梁対の上にジャッキを設置した状態でのボ
イラ建屋の断面図(本実施形態)
FIG. 2 is a cross-sectional view of the boiler building with a jack installed on a pair of temporary beams (this embodiment).

【図3】図2と同じ状態でのボイラ建屋の平面図(本実
施形態)
FIG. 3 is a plan view of the boiler building in the same state as in FIG. 2 (this embodiment).

【図4】ジャッキから延びるワイヤの下端部にトップガ
ーダ受け材を連結した状態でのボイラ建屋の断面図(本
実施形態)
FIG. 4 is a sectional view of the boiler building in a state where a top girder receiving member is connected to a lower end portion of a wire extending from a jack (this embodiment).

【図5】図4におけるX−X線での断面図(本実施形
態)
5 is a cross-sectional view taken along line XX in FIG. 4 (this embodiment).

【図6】トップガーダの切断ラインを示す正面図(本実
施形態)
FIG. 6 is a front view showing a cutting line of the top girder (this embodiment).

【図7】ボイラを1段分降下させた状態でのボイラ建屋
の断面図(本実施形態)
FIG. 7 is a sectional view of the boiler building in a state where the boiler is lowered by one stage (this embodiment).

【図8】ボイラの解体が1段分完了した状態でのボイラ
建屋の断面図(本実施形態)
FIG. 8 is a cross-sectional view of the boiler building in a state where the dismantling of the boiler has been completed for one stage (this embodiment).

【図9】ボイラ建屋の解体準備が完了した状態でのその
断面図(本実施形態)
FIG. 9 is a cross-sectional view of the boiler building in a state where preparation for disassembly is completed (this embodiment).

【図10】ボイラ建屋の解体途中の状態を示すその断面
図(本実施形態)
FIG. 10 is a sectional view of the boiler building in a state of being dismantled (this embodiment).

【図11】トップガーダの切断ラインを示す正面図(他
実施形態)
FIG. 11 is a front view showing a cutting line of the top girder (other embodiment).

【図12】解体準備作業がほぼ完了した状態でのボイラ
建屋の断面図(従来形態)
FIG. 12 is a cross-sectional view of a boiler building in a state where dismantling preparation work is almost completed (conventional form).

【図13】ボイラの下端部を地表近くまで降下させた状
態でのボイラ建屋の断面図(従来形態)
FIG. 13 is a cross-sectional view of the boiler building in a state where the lower end of the boiler is lowered to near the ground surface (conventional form).

【図14】ボイラを半分程度解体した状態でのボイラ建
屋の断面図(従来形態)
FIG. 14 is a sectional view of a boiler building in a state where the boiler is disassembled about half (conventional form).

【符号の説明】[Explanation of symbols]

1 ボイラ 2 ボイラ建屋 3 トップガーダ(本設梁) 4 仮設梁対 5 ジャッキ 6 ワイヤ(吊り材) 7 トップガーダ受け材(本設梁受け材) DESCRIPTION OF SYMBOLS 1 Boiler 2 Boiler building 3 Top girder (main beam) 4 Temporary beam pair 5 Jack 6 Wire (hanging material) 7 Top girder receiving material (main beam receiving material)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 遠藤 幸治 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ────────────────────────────────────────────────── ─── Continued on the front page (72) Koji Endo Inventor Taisei Construction Co., Ltd. 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 ボイラを吊る本設梁の二つの端部に、そ
れぞれジャッキを設置するA工程と、 前記ジャッキから延びる吊り材を前記本設梁に掛止する
B工程と、 前記本設梁において前記ジャッキが設置された部分側が
ボイラ建屋側に残り、かつ、前記ボイラが、前記本設梁
において前記ジャッキから延びる吊り材が掛止された部
分側と共に、前記ボイラ建屋から分離するよう前記本設
梁を切断するC工程と、 前記ジャッキを動作させて、前記ボイラを、前記本設梁
において前記ジャッキから延びる吊り材が掛止された部
分側と共に降下させるD工程と、 降下させた前記ボイラを下部から解体するE工程と、 前記ボイラ建屋を上部から解体するF工程とを具備する
ことを特徴とするボイラ及びボイラ建屋の解体方法。
A step of installing jacks at two ends of a main beam for suspending a boiler; a step B of hanging a suspending member extending from the jack on the main beam; The part where the jack is installed is left on the boiler building side, and the boiler is separated from the boiler building together with the part where the hanging member extending from the jack is hooked on the permanent beam. A step C for cutting the installation beam; a step D for operating the jack to lower the boiler together with a portion of the main beam where the hanging member extending from the jack is hooked; and a step B for lowering the boiler. And a method for dismantling the boiler building, comprising: an E step of dismantling the boiler building from below, and an F step of dismantling the boiler building from above.
【請求項2】 本設梁の上辺上であって、ジャッキが設
置された位置よりも前記本設梁の中心に近い位置に存在
する点と、前記本設梁の下辺上であって、前記ジャッキ
から延びる吊り材が掛止された位置よりも前記本設梁と
ボイラ建屋との接合点に近い位置に存在する点とを結ぶ
ラインに沿って、前記本設梁を切断することを特徴とす
る請求項1に記載のボイラ及びボイラ建屋の解体方法。
2. A point on the upper side of the main beam, which is closer to the center of the main beam than the position where the jack is installed, and on the lower side of the main beam, Cutting the main beam along a line connecting the main beam and a point present at a position closer to a junction between the boiler building and the position where the hanging member extending from the jack is hung, The method for dismantling a boiler and a boiler building according to claim 1.
【請求項3】 ジャッキは、本設梁と直交するようこの
本設梁上に載置した仮設梁上に、前記本設梁を挟むよう
前記本設梁の一つの端部について2基一組で設置するこ
とを特徴とする請求項1又は請求項2に記載のボイラ及
びボイラ建屋の解体方法。
3. A pair of jacks is provided on a temporary beam placed on the main beam so as to be orthogonal to the main beam and one end of the main beam is sandwiched between the temporary beams. The method for dismantling a boiler and a boiler building according to claim 1 or 2, wherein the boiler building is dismantled.
【請求項4】 ジャッキから延びる吊り材の下端部に本
設梁受け材を連結し、本設梁が前記本設梁受け材に載置
された状態とすることで、前記吊り材を前記本設梁に掛
止することを特徴とする請求項1〜請求項3のいずれか
に記載のボイラ及びボイラ建屋の解体方法。
4. A permanent beam receiving member is connected to a lower end of a suspending member extending from a jack, and the permanent beam is placed on the permanent beam receiving member, whereby the suspending member is connected to the main beam. The method for dismantling a boiler and a boiler building according to any one of claims 1 to 3, wherein the boiler and the boiler building are disassembled.
【請求項5】 ボイラの降下と解体とを交互に繰り返し
行うことを特徴とする請求項1〜請求項4のいずれかに
記載のボイラ及びボイラ建屋の解体方法。
5. The method for dismantling a boiler and a boiler building according to claim 1, wherein the descending and dismantling of the boiler are alternately repeated.
JP7166798A 1998-03-20 1998-03-20 Dismantling method of boiler and boiler shed Pending JPH11270154A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7166798A JPH11270154A (en) 1998-03-20 1998-03-20 Dismantling method of boiler and boiler shed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7166798A JPH11270154A (en) 1998-03-20 1998-03-20 Dismantling method of boiler and boiler shed

Publications (1)

Publication Number Publication Date
JPH11270154A true JPH11270154A (en) 1999-10-05

Family

ID=13467188

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7166798A Pending JPH11270154A (en) 1998-03-20 1998-03-20 Dismantling method of boiler and boiler shed

Country Status (1)

Country Link
JP (1) JPH11270154A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1936267A2 (en) * 2006-10-04 2008-06-25 Besterra Co. Ltd. Method for disassembling a boiler
JP2013167128A (en) * 2012-02-16 2013-08-29 Sumitomo Mitsui Construction Co Ltd Demolition method, construction method, and demolition or construction equipment for storage tank
CN107869256A (en) * 2017-11-24 2018-04-03 武汉冶建筑安装工程有限责任公司 Wooden formula ancient building roofing repairs construction method and system
CN110904867A (en) * 2019-12-12 2020-03-24 中铁二十局集团第四工程有限公司 Construction method for dismantling upper-span existing line arch bridge

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1936267A2 (en) * 2006-10-04 2008-06-25 Besterra Co. Ltd. Method for disassembling a boiler
US8020297B2 (en) 2006-10-04 2011-09-20 Besterra Co., Ltd. Method for disassembling boiler
EP1936267A3 (en) * 2006-10-04 2012-06-27 Besterra Co. Ltd. Method for disassembling a boiler
JP2013167128A (en) * 2012-02-16 2013-08-29 Sumitomo Mitsui Construction Co Ltd Demolition method, construction method, and demolition or construction equipment for storage tank
CN107869256A (en) * 2017-11-24 2018-04-03 武汉冶建筑安装工程有限责任公司 Wooden formula ancient building roofing repairs construction method and system
CN110904867A (en) * 2019-12-12 2020-03-24 中铁二十局集团第四工程有限公司 Construction method for dismantling upper-span existing line arch bridge
CN110904867B (en) * 2019-12-12 2021-09-03 中铁二十局集团第四工程有限公司 Construction method for dismantling upper-span existing line arch bridge

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