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JP5723932B2 - How to build a scaffold in a boiler - Google Patents
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JP5723932B2 - How to build a scaffold in a boiler - Google Patents

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JP5723932B2
JP5723932B2 JP2013156577A JP2013156577A JP5723932B2 JP 5723932 B2 JP5723932 B2 JP 5723932B2 JP 2013156577 A JP2013156577 A JP 2013156577A JP 2013156577 A JP2013156577 A JP 2013156577A JP 5723932 B2 JP5723932 B2 JP 5723932B2
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scaffold
boiler
constructed
jack
suspended
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JP2015025327A (en
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有吾 金子
有吾 金子
田中 健志
健志 田中
勇作 安藤
勇作 安藤
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Taihei Dengyo Kaisha Ltd
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この発明は、ボイラ内足場の構築方法、特に、ボイラの保守点検等のためにボイラ本体内に構築するボイラ内足場の工期を短縮することができる、ボイラ内足場の構築方法に関するものである。   The present invention relates to a method for constructing a scaffold in a boiler, and more particularly to a method for constructing a scaffold in a boiler that can shorten the construction period of a scaffold in a boiler constructed in a boiler body for boiler maintenance and inspection.

例えば、火力発電所に設置されている大型ボイラの炉壁やバーナー火格子等の保守点検等は、ボイラ本体内に足場を構築することにより行われている。   For example, maintenance and inspection of a furnace wall of a large boiler and a burner grate installed in a thermal power plant are performed by building a scaffold in the boiler body.

このボイラ内足場の構築法の一例が、特許文献1に開示されている。以下、このボイラ内足場の構築法を従来足場構築法1といい、図面を参照しながら説明する。   An example of a method for constructing a boiler internal scaffold is disclosed in Patent Document 1. Hereinafter, the construction method of the scaffold in the boiler is referred to as a conventional scaffold construction method 1 and will be described with reference to the drawings.

図13は、従来足場構築法1によりボイラ本体内に構築されたボイラ内足場を示す概略斜視図、図14(A)から(H)は、従来足場構築法1を示す工程図であり、(A)は、最上段の足場を構築した図、(B)は、最上段の足場の支柱とジャッキ本体の昇降部材とを連結した図、(C)は、ジャッキ本体の昇降部材を上昇させて最上段の足場を上昇させた図、(D)は、最上段の足場の支柱に別の支柱を連結し、最上段の足場より一段下の足場を構築した図、(E)は、最上段の足場の支柱とジャッキ本体の昇降部材との連結を解除した図、(F)は、ジャッキ本体の昇降部材を基の位置に下降させ、最上段の足場の支柱と連結した図、(G)は、ジャッキ本体の昇降部材を上昇させて、最上段の足場と一段下の足場とを上昇させた図、(H)は、一段下の足場の支柱にさらに別の支柱を連結した図である。なお、図14は、図13のX部の拡大図である。   FIG. 13 is a schematic perspective view showing a boiler internal scaffold constructed in the boiler body by the conventional scaffold construction method 1, and FIGS. 14A to 14H are process diagrams showing the conventional scaffold construction method 1. (A) is a diagram showing the construction of the uppermost scaffolding, (B) is a diagram of connecting the support pillars of the uppermost scaffolding and the lifting member of the jack body, and (C) is a lifting of the lifting member of the jack body. Fig. 3D shows the top scaffold raised, Fig. 2D shows another scaffold connected to the top scaffold, and a scaffold one step below the top scaffold. Fig. E shows the top scaffold. FIG. 5F is a diagram in which the connection between the scaffolding column and the lifting / lowering member of the jack body is released, and FIG. 5F is a diagram in which the lifting / lowering member of the jack body is lowered to the base position and coupled to the uppermost scaffolding column. The figure which raised the raising / lowering member of the jack main body, and raised the uppermost scaffold and the lower one scaffold, ( ) Is a diagram obtained by connecting a further strut to the scaffold posts in a one level lower. FIG. 14 is an enlarged view of a portion X in FIG.

図13において、21は、ボイラ内足場であり、ボイラ本体22の底部のボイラホッパ23内に構築された下部作業床24上に、ボイラ本体22の高さ方向に沿って間隔をあけて上下多段に設置されている。各足場21には、手摺25が取り付けられ、上下段の足場21間は、支柱26により連結されていると共に、階段27により作業員が上下段の足場21間を自由に行き来できるようになっている。   In FIG. 13, reference numeral 21 denotes a boiler inner scaffold, which is arranged on the lower work floor 24 built in the boiler hopper 23 at the bottom of the boiler body 22 in a multi-step manner with intervals along the height direction of the boiler body 22. is set up. A handrail 25 is attached to each scaffold 21, and the upper and lower scaffolds 21 are connected to each other by struts 26, and a worker can freely move between the upper and lower scaffolds 21 by means of stairs 27. Yes.

従来足場構築法1によりボイラ内足場21を構築するには、先ず、図14(A)に示すように、ボイラホッパ23内に構築された下部作業床24に最上段の足場21aを支柱26aと共に構築する。作業床24には、昇降部材29を備えたジャッキ本体28が支柱26a毎に設置され、全てのジャッキ本体28の昇降部材29は、同時に昇降するようになっている。   In order to construct the boiler internal scaffold 21 by the conventional scaffold construction method 1, first, as shown in FIG. 14A, the uppermost scaffold 21a is constructed together with the support 26a on the lower work floor 24 constructed in the boiler hopper 23. To do. On the work floor 24, a jack main body 28 having an elevating member 29 is installed for each column 26a, and the elevating members 29 of all the jack main bodies 28 are moved up and down at the same time.

次いで、同図(B)に示すように、最上段の足場21aの支柱26aと昇降部材29とを連結部材30により連結する。次いで、同図(C)に示すように、昇降部材29を上昇させて最上段の足場21aを支柱26aと共に上昇させる。次いで、同図(D)に示すように、上昇させた最上段の足場21aの支柱26aに別の支柱26bを連結し、最上段の足場21aの下方部に別の足場21bを構築する。次いで、同図(E)に示すように、最上段の足場21aの支柱26aと昇降部材29との連結を解除する。次いで、同図(F)に示すように、昇降部材29を元の位置に下降させた後、最上段の足場21aの支柱26aと昇降部材29とを連結部材30により連結する。次いで、同図(G)に示すように、昇降部材29を再度、上昇させて、足場21aと足場21bとを支柱26a、26bと共に上昇させる。次いで、同図(H)に示すように、足場21bの支柱26bにさらに別の支柱26cを連結し、足場21bの下方部にさらに別の足場21cを構築する。   Next, as shown in FIG. 5B, the support 26a of the uppermost scaffold 21a and the elevating member 29 are connected by a connecting member 30. Next, as shown in FIG. 3C, the elevating member 29 is raised to raise the uppermost scaffold 21a together with the support 26a. Next, as shown in FIG. 4D, another strut 26b is connected to the strut 26a of the raised uppermost scaffold 21a, and another scaffold 21b is constructed below the uppermost scaffold 21a. Next, as shown in FIG. 5E, the connection between the support 26a of the uppermost scaffold 21a and the elevating member 29 is released. Next, as shown in FIG. 5F, after the elevating member 29 is lowered to the original position, the support 26a of the uppermost scaffold 21a and the elevating member 29 are connected by the connecting member 30. Next, as shown in FIG. 5G, the elevating member 29 is raised again to raise the scaffold 21a and the scaffold 21b together with the columns 26a and 26b. Next, as shown in FIG. 6H, another support 26c is connected to the support 26b of the scaffold 21b, and another scaffold 21c is constructed below the scaffold 21b.

以下、上記工程を繰り返し行うことによって、ボイラ本体22内に、ボイラ内足場21を上下多段に構築することができる。   Hereinafter, the boiler internal scaffold 21 can be constructed in multiple stages in the boiler body 22 by repeatedly performing the above steps.

上述の従来足場構築法1によれば、ボイラ内足場を確実に構築することはできるが、足場21を上下多段に設置する必要があるので、ボイラ内足場の構築に長い工期を要するという問題があった。   According to the above-described conventional scaffold construction method 1, it is possible to reliably construct the scaffold in the boiler, but since it is necessary to install the scaffold 21 in multiple stages, there is a problem that it takes a long construction period to construct the scaffold in the boiler. there were.

ボイラ内足場の工期を短縮する目的で、ボイラ内足場をボイラ本体内にジャッキ装置により昇降可能に吊り下げる足場構築法がある(特許文献2参照)。ジャッキ装置は、上端部がボイラ本体の頂部のボイラ鉄骨に固定され、ボイラ本体内に垂下されるストランドと、ストランドに沿って足場を間欠的に昇降させるジャッキ本体とからなっている。以下、この足場構築法を従来足場構築法2という。   For the purpose of shortening the construction period of the boiler internal scaffold, there is a scaffold construction method in which the boiler internal scaffold is suspended in a boiler body so as to be lifted and lowered by a jack device (see Patent Document 2). The jack device is composed of a strand whose upper end is fixed to a boiler steel frame at the top of the boiler body, suspended from the boiler body, and a jack body that raises and lowers the scaffold intermittently along the strand. Hereinafter, this scaffold construction method is referred to as conventional scaffold construction method 2.

従来足場構築法2によれば、足場を上下多段に設置する必要がないので、ボイラ内足場の工期を短縮することはできるが、ボイラの構造によっては、ストランドをボイラ本体の頂部から吊り下げられない場合がある。例えば、ボイラ本体内の上部にボイラ水管が張り出して配されている場合である(図1参照)。   According to the conventional scaffold construction method 2, since it is not necessary to install scaffolds in upper and lower stages, the work period of the scaffold in the boiler can be shortened, but depending on the boiler structure, the strand can be suspended from the top of the boiler body. There may not be. For example, it is a case where the boiler water pipe is overhanging and arranged in the upper part in a boiler body (refer to Drawing 1).

また、図15に示すように、ボイラ本体22内の上部には、水管ノーズ部31がボイラ本体22内に突出して形成されている場合がある。水管ノーズ部31が形成されていると、上述した従来足場構築法1では、水管ノーズ部31の直下までしか足場21を構築することができない。   Further, as shown in FIG. 15, a water tube nose portion 31 may be formed to protrude into the boiler body 22 at the upper part in the boiler body 22. If the water tube nose portion 31 is formed, the scaffold 21 can be constructed only up to just below the water tube nose portion 31 in the above-described conventional scaffold construction method 1.

そこで、水管ノーズ部31より上方部のボイラ本体22内に設置されている過熱器32等の保守点検用足場は、図15に示すように、例えば、従来足場構築法1により下部作業床24上に下部足場33を、水管ノーズ部31の直下まで構築した後、下部足場33上に中間作業床34を構築し、そして、中間作業床34上に上部足場35を構築することにより行っていた。   Accordingly, the maintenance inspection scaffold such as the superheater 32 installed in the boiler body 22 above the water pipe nose 31 is formed on the lower work floor 24 by the conventional scaffold construction method 1, for example, as shown in FIG. The lower scaffold 33 is constructed up to just below the water pipe nose portion 31, the intermediate work floor 34 is constructed on the lower scaffold 33, and the upper scaffold 35 is constructed on the intermediate work floor 34.

しかしながら、この方法では、下部作業床24を構築した後、中間作業床34を構築してからでないと上部足場35を構築することができないので、ボイラ内足場の工期に長期間を要していた。   However, in this method, after the lower work floor 24 is constructed, the upper scaffold 35 can be constructed only after the intermediate work floor 34 is constructed. Therefore, it takes a long period of time to construct the scaffold in the boiler. .

そこで、この問題を解決すべくなされた、ボイラ内足場の別の構築法の一例が、特許文献3に開示されている。以下、このボイラ内足場の構築法を従来足場構築法3といい、図面を参照しながら説明する。   Therefore, Patent Document 3 discloses an example of another method for constructing a boiler internal scaffold, which has been made to solve this problem. Hereinafter, the construction method of the scaffold in the boiler is referred to as a conventional scaffold construction method 3 and will be described with reference to the drawings.

図16は、従来足場構築法3により上部足場が構築されたボイラ本体を示す概略断面図である。   FIG. 16: is a schematic sectional drawing which shows the boiler main body by which the upper scaffold was constructed | assembled by the conventional scaffold construction method 3. FIG.

図16において、36は、水平梁である。水平梁36は、ボイラ本体22の外側で構築され、ボイラ本体22の側壁に形成された開口22aからボイラ本体22内に張り出し可能に構成されている。水平梁36上に上部足場35が構築される。   In FIG. 16, 36 is a horizontal beam. The horizontal beam 36 is constructed outside the boiler body 22, and is configured to be able to project into the boiler body 22 from an opening 22 a formed on the side wall of the boiler body 22. An upper scaffold 35 is constructed on the horizontal beam 36.

従来足場構築法3により上部足場35を構築するには、水平梁36をボイラ本体22の外側で構築し、次いで、水平梁36をボイラ本体22の側壁に形成された開口22aからボイラ本体22内に張り出し、そして、水平梁36上に上部足場35を構築する。   In order to construct the upper scaffold 35 by the conventional scaffold construction method 3, the horizontal beam 36 is constructed outside the boiler body 22, and then the horizontal beam 36 is installed in the boiler body 22 from the opening 22 a formed in the side wall of the boiler body 22. And the upper scaffold 35 is constructed on the horizontal beam 36.

特公昭63−122863号公報Japanese Examined Patent Publication No. 63-122863 特開2012−52305号公報JP 2012-52305 A 特開2011−80668号公報JP 2011-80668 A 特許第2828430号公報Japanese Patent No. 2828430

従来足場構築法3によれば、上部足場35の構築作業が中間作業床34より下のレベルの足場を構築しなくても行えるので、上部足場35の工期を短縮することができるが、炉内足場全体の工期については、以下のような問題があった。   According to the conventional scaffold construction method 3, since the construction work of the upper scaffold 35 can be performed without constructing a scaffold at a level below the intermediate work floor 34, the construction period of the upper scaffold 35 can be shortened. Regarding the construction period of the entire scaffold, there were the following problems.

従来足場構築法3により、水平梁36上に上部足場35を構築している間は、工具や構築部材等が落下する危険性があるので、上部足場35の構築が他の作業と独立して行えるとはいっても、実際は、上部足場35を構築している間は、下部足場33の構築や下部足場33によるボイラの保守点検作業は行えない。   While the upper scaffold 35 is being constructed on the horizontal beam 36 by the conventional scaffold construction method 3, there is a risk that tools, construction members, etc. may fall, so the construction of the upper scaffold 35 is independent of other operations. Although it can be done, in reality, while the upper scaffold 35 is being constructed, the construction of the lower scaffold 33 and the maintenance and inspection work for the boiler using the lower scaffold 33 cannot be performed.

中間作業床34を従来足場構築法3のように、水平梁36をボイラ本体22内に水平に張り出し、その上に足場板を設置することも提案されているが、この場合も同様に、中間作業床34の構築中は、中間作業床34より下方の作業は行えないので、ボイラ内足場全体の工期短縮にはならない。また、中間作業床34あるいは水平梁36の構築作業は、下方に何もない梁の上での高所作業となるので、下部作業床24のような全面床上で組み立てる場合に比べて作業効率が大きく低下し、しかも、組み立てに日数を要する。さらに、水平梁36の張り出し用の開口22aおよび水平梁36の張り出し装置をボイラの耐圧部やその近傍の炉壁に複数、設ける必要があるので、特に、既設ボイラの場合には、設備の改造に時間と手間がかかる。   It has also been proposed that the intermediate work floor 34 is horizontally projected into the boiler body 22 and a scaffold plate is installed thereon as in the conventional scaffold construction method 3, but in this case as well, While the work floor 34 is being constructed, work below the intermediate work floor 34 cannot be performed, and therefore the construction period of the entire boiler scaffolding is not shortened. In addition, the construction work of the intermediate work floor 34 or the horizontal beam 36 is a work at a high place on a beam that has nothing below, so that the work efficiency is higher than that when assembled on the entire floor such as the lower work floor 24. It is greatly reduced, and it takes days to assemble. Furthermore, since it is necessary to provide a plurality of openings 22a for extending the horizontal beam 36 and a device for extending the horizontal beam 36 on the pressure-resistant portion of the boiler and the furnace wall in the vicinity thereof, particularly in the case of an existing boiler, modification of the equipment Takes time and effort.

従って、この発明の目的は、ボイラの構造上、ストランドをボイラ本体の頂部からボイラ本体内に垂下できない場合であっても、ボイラ本体の側壁に形成した開口からストランドをボイラ本体内に垂下させることによって、吊り下げ式昇降足場をボイラ本体内に確実に構築することができる。ボイラ内足場の構築方法を提供することにある。   Accordingly, an object of the present invention is to suspend a strand from the opening formed in the side wall of the boiler body into the boiler body even when the strand cannot hang from the top of the boiler body into the boiler body due to the structure of the boiler. Thus, the suspended lifting scaffold can be reliably constructed in the boiler body. The object is to provide a method for constructing a scaffold in a boiler.

また、この発明の他の目的は、水管ノーズ部が形成されているボイラにおいて、水管ノーズ部より下方の下部足場と、水管ノーズ部の直下より上方の上部足場との同時構築を容易かつ安全に行うことができるようにすることによって、ボイラ内足場全体としての工期を短縮することができる、ボイラ内足場の構築方法を提供することにある。   Another object of the present invention is to easily and safely simultaneously construct a lower scaffold below the water pipe nose and an upper scaffold just below the water pipe nose in the boiler in which the water pipe nose is formed. It is in providing the construction method of the scaffold in a boiler which can shorten the construction period as the whole scaffold in a boiler by enabling it to perform.

この発明は、上記目的を達成するためになされたものであって、下記を特徴とするものである。   The present invention has been made to achieve the above object, and is characterized by the following.

請求項1に記載の発明は、ボイラのボイラ本体内にボイラ内足場を構築する、ボイラ内足場の構築方法であり、前記ボイラ本体の下部に構築されたボイラホッパ上に下部作業床を構築し、次いで、前記下部作業床上に吊り下げ式昇降足場を構築し、次いで、前記ボイラ本体の上部側壁の開口から前記ボイラ本体内に垂下したストランドに前記吊り下げ式昇降足場を固定し、かくして、前記ストランドを前記ボイラ本体外に設置したジャッキ本体により間欠的に引き上げあるいは引き下げて、前記吊り下げ式昇降足場を間欠的に昇降可能とする、ボイラ内足場の構築方法において、前記吊り下げ式昇降足場を前記ジャッキ本体により前記ボイラ本体の水管ノーズ部の直下まで吊り上げ、次いで、前記下部作業床と前記吊り下げ式昇降足場との間に下部足場を構築し、前記下部足場の構築と同時に、前記吊り下げ式昇降足場上に上部足場を構築することに特徴を有するものである。 Invention of Claim 1 is a construction method of a boiler internal scaffold that constructs a boiler internal scaffold in the boiler main body of the boiler, and constructs a lower work floor on a boiler hopper constructed at the lower part of the boiler main body, Next, a suspended lifting platform is constructed on the lower working floor, and then the suspended lifting platform is fixed to the strand suspended in the boiler body from the opening of the upper side wall of the boiler body, and thus the strand In the method for constructing a scaffold in the boiler, the suspension type lifting scaffold can be intermittently lifted or lowered by a jack body installed outside the boiler body to intermittently lift and lower the suspension type lifting scaffold. Lifted by the jack body to just below the water tube nose of the boiler body, and then between the lower working floor and the suspended lifting platform It constructs a lower scaffold, simultaneously with the construction of the lower scaffold, and has a particular feature to build an upper scaffold on the hanging lifting scaffold.

請求項2に記載の発明は、請求項1に記載の発明において、前記下部足場と前記上部足場の少なくとも一方は、ラック付きマストと、前記ラックに噛み合うピニオンと、前記ピニオンを回転させる駆動手段とからなる昇降装置により構築することに特徴を有するものである。 The invention according to claim 2 is the invention according to claim 1, wherein at least one of the lower scaffold and the upper scaffold is a mast with a rack, a pinion that meshes with the rack, and a driving means that rotates the pinion. It has the characteristic in constructing | assembling by the raising / lowering apparatus which consists of.

請求項3に記載の発明は、請求項1または2に記載の発明において、前記下部足場の構築終了後、前記下部足場と前記吊り下げ式昇降足場とを連結することに特徴を有するものである。 The invention according to claim 3 is characterized in that, in the invention according to claim 1 or 2, after the construction of the lower scaffold is completed, the lower scaffold and the suspended lifting scaffold are connected. .

請求項4に記載の発明は、請求項1から3の何れか1つに記載の発明において、前記ストランドの巻取装置を設けたことに特徴を有するものである。 The invention described in claim 4 is characterized in that, in the invention described in any one of claims 1 to 3, a winding device for the strand is provided .

この発明によれば、吊り下げ式昇降足場を吊り下げるストランドを、ボイラ本体の側壁に形成された開口からボイラ本体内に垂下することによって、ボイラの構造上、ストランドをボイラ本体の頂部から吊り下げられない場合であっても、吊り下げ式昇降足場をボイラ本体内に確実に構築することができるので、ボイラ内足場の工期を短縮することができる。   According to this invention, the strand is suspended from the top of the boiler body due to the structure of the boiler by suspending the strand that suspends the suspension type lifting scaffold from the opening formed in the side wall of the boiler body into the boiler body. Even if it is not possible, the suspension type lifting scaffold can be reliably constructed in the boiler body, so the construction period of the boiler scaffold can be shortened.

また、この発明によれば、下部作業床上に吊り下げ式昇降足場を構築し、吊り下げ式昇降足場を水管ノーズ部の直下まで上昇させ、この後、下部作業床上に下部足場を構築すると同時に、吊り下げ式昇降足場上に上部足場を構築することによって、ボイラ内足場を安全に構築することができ、しかも、工期を大幅に短縮することができる。   In addition, according to the present invention, a suspended lifting platform is constructed on the lower working floor, the suspended lifting platform is raised to just below the water tube nose part, and thereafter, the lower scaffold is constructed on the lower working floor, By constructing the upper scaffold on the suspension type lifting scaffold, the scaffold in the boiler can be constructed safely, and the construction period can be greatly shortened.

この発明によりボイラ本体内に構築された吊り下げ式昇降足場を示す断面図である。It is sectional drawing which shows the suspension type raising / lowering scaffold constructed | assembled in the boiler main body by this invention. 図1のA−A線断面図である。It is the sectional view on the AA line of FIG. 図1のB部拡大図である。It is the B section enlarged view of FIG. ジャッキ本体を示す拡大図である。It is an enlarged view which shows a jack main body. この発明によりボイラ本体内に構築された下部足場および上部足場を示す断面図である。It is sectional drawing which shows the lower scaffold constructed | assembled in the boiler main body by this invention, and an upper scaffold. ボイラホッパ内に構築された下部作業床を示す断面図である。It is sectional drawing which shows the lower work floor constructed | assembled in the boiler hopper. ボイラ本体に設置したジャッキ本体とストランドを示す断面図である。It is sectional drawing which shows the jack main body and strand which were installed in the boiler main body. ストランドに固定した吊り下げ式昇降足場を示す断面図である。It is sectional drawing which shows the hanging type lifting scaffold fixed to the strand. ジャッキ本体により水管ノーズ部の直下まで上昇させた吊り下げ式昇降足場を示す断面図である。It is sectional drawing which shows the suspension type raising / lowering scaffold raised to the just under water pipe nose part with the jack main body. 下部作業床上に構築中の下部足場と、吊り下げ式昇降足場上に構築中の上部足場とを示す断面図である。It is sectional drawing which shows the lower scaffold currently constructed | assembled on a lower work floor, and the upper scaffold currently constructed | assembled on a suspension type raising / lowering scaffold. 下部足場の下部を示す拡大図である。It is an enlarged view which shows the lower part of a lower scaffold. 上部足場を示す拡大図である。It is an enlarged view which shows an upper scaffold. 従来足場構築法1によりボイラ本体内に構築されたボイラ内足場を示す概略斜視図である。It is a schematic perspective view which shows the boiler internal scaffold constructed | assembled in the boiler main body by the conventional scaffold construction method 1. 従来足場構築法1を示す工程図のうち、最上段の足場を構築した図である。It is the figure which constructed | assembled the uppermost scaffold among the process drawings which show the conventional scaffold construction method 1. FIG. 従来足場構築法1を示す工程図のうち、最上段の足場の支柱とジャッキ本体の昇降部材とを連結した図である。It is the figure which connected the support | pillar of the uppermost step scaffold and the raising / lowering member of the jack main body among the process drawings which show the conventional scaffold construction method 1. 従来足場構築法1を示す工程図のうち、ジャッキ本体の昇降部材を上昇させて最上段の足場を上昇させた図である。It is the figure which raised the raising / lowering member of the jack main body among the process drawings which show the conventional scaffold construction method 1, and raised the uppermost scaffold. 従来足場構築法1を示す工程図のうち、最上段の足場の支柱に別の支柱を連結し、最上段の足場より一段下の足場を構築した図である。In the process diagram showing the conventional scaffold construction method 1, it is a diagram in which another strut is connected to the strut of the uppermost scaffold to construct a scaffold one step lower than the uppermost scaffold. 従来足場構築法1を示す工程図のうち、最上段の足場の支柱とジャッキ本体の昇降部材との連結を解除した図である。It is the figure which canceled the connection with the support | pillar of the uppermost step scaffold, and the raising / lowering member of a jack main body among the process drawings which show the conventional scaffold construction method 1. 従来足場構築法1を示す工程図のうち、ジャッキ本体の昇降部材を基の位置に下降させ、最上段の足場の支柱と連結した図である。It is the figure which lowered | hung the raising / lowering member of the jack main body to the base position among the process drawings which show the conventional scaffold construction method 1, and connected with the support | pillar of the uppermost scaffold. 従来足場構築法1を示す工程図のうち、ジャッキ本体の昇降部材を上昇させて、最上段の足場と一段下の足場とを上昇させた図である。It is the figure which raised the raising / lowering member of the jack main body among the process drawings which show the conventional scaffold construction method 1, and raised the uppermost stage scaffold and the lower stage scaffold. 従来足場構築法1を示す工程図のうち、一段下の足場の支柱にさらに別の支柱を連結した図である。It is the figure which connected another support | pillar to the support | pillar of the lower step among process drawings which show the conventional scaffold construction method 1. FIG. 水管ノーズ部が形成されたボイラ本体を示す断面図である。It is sectional drawing which shows the boiler main body in which the water pipe nose part was formed. 従来足場構築法3により上部足場が構築されたボイラ本体を示す概略断面図である。It is a schematic sectional drawing which shows the boiler main body by which the upper scaffold was constructed | assembled by the conventional scaffold construction method 3.

この発明の、ボイラ内足場の構築方法の一実施態様を、図面を参照しながら説明する。   An embodiment of a method for constructing a boiler internal scaffold according to the present invention will be described with reference to the drawings.

図1は、この発明によりボイラ本体内に構築された、ボイラ内足場としての吊り下げ式昇降足場を示す断面図、図2は、図1のA−A線断面図、図3は、図1のB部拡大図、図4は、ジャッキ本体を示す拡大図である。   FIG. 1 is a sectional view showing a suspended lifting scaffold as a scaffold in a boiler constructed in the boiler body according to the present invention, FIG. 2 is a sectional view taken along line AA in FIG. 1, and FIG. FIG. 4 is an enlarged view showing a jack body.

図1から図4において、1は、ボイラ本体、2は、ボイラ本体1内に、後述するジャッキ装置により昇降可能に設置された、ボイラ内足場としての吊り下げ式昇降足場、3は、吊り下げ式昇降足場2を昇降させるジャッキ装置、4は、ボイラ本体1内の上部に張り出して配されたボイラ水管である。   1 to 4, 1 is a boiler main body, 2 is a suspension type lifting scaffold as a boiler internal scaffold, which is installed in the boiler main body 1 so as to be movable up and down by a jack device described later, and 3 is a suspension A jack device 4 for raising and lowering the lift type lifting scaffold 2 is a boiler water pipe that projects from the upper part of the boiler body 1.

ジャッキ装置3は、ボイラ本体1の上部側壁に形成された開口5の外側に設置されたジャッキ本体6(図4参照)と、ジャッキ本体6により間欠的に引き上げあるいは引き下げられるストランド7とからなっている。ストランド7は、若干内側に傾斜したジャッキ本体6から開口5部分に設けられた複数個のガイドローラ8によりほぼ垂直にガイドされて、ジャッキ本体6内に垂下され、下端が吊り下げ式昇降足場2に固定されている。   The jack device 3 includes a jack body 6 (see FIG. 4) installed outside an opening 5 formed on the upper side wall of the boiler body 1 and a strand 7 that is intermittently pulled up or down by the jack body 6. Yes. The strand 7 is guided substantially vertically by a plurality of guide rollers 8 provided in the opening 5 portion from the jack body 6 slightly inclined inward, and is suspended in the jack body 6, and the lower end is suspended from the lifting type lifting scaffold 2. It is fixed to.

なお、ストランド7は、ボイラ本体1外に設置された巻取装置(図示せず)により巻き取り、あるいは、巻き戻されるので、ジャッキ装置3の設置スペースが限られていてもストランド7の巻き取り、あるいは、巻き戻しは容易に行える。   Since the strand 7 is wound or unwound by a winding device (not shown) installed outside the boiler body 1, the strand 7 can be wound even if the installation space of the jack device 3 is limited. Alternatively, rewinding can be performed easily.

このように、ストランド7をボイラ本体1の開口5からガイドローラ8を介してジャッキ本体6内に垂下させることによって、例えば、ボイラ本体1内の上部にボイラ水管4が張り出して配され、これにより、ストランド7をボイラ本体1の頂部から吊り下げられない場合であっても、ストランド7により吊り下げ式昇降足場2を確実に吊り下げることができる。   In this way, by dropping the strand 7 from the opening 5 of the boiler body 1 into the jack body 6 via the guide roller 8, for example, the boiler water pipe 4 extends over the upper portion of the boiler body 1, thereby Even when the strand 7 cannot be suspended from the top of the boiler body 1, the suspended lifting scaffold 2 can be reliably suspended by the strand 7.

ジャッキ装置3としては、例えば、特許文献4に開示されたセンターホール式ジャッキ装置を使用する。このジャッキ装置の概略は、以下の通りである。   As the jack apparatus 3, for example, a center hole type jack apparatus disclosed in Patent Document 4 is used. The outline of this jack apparatus is as follows.

重量物を吊り下げたストランドの把持と開放が可能な一対のグリップを有し、一方のグリップによりストランドを把持した後、一方のグリップをジャッキにより引き上げて重量物をジャッキの1ストローク分、吊り上げる。次いで、他方のグリップによりストランドを把持した後、一方のグリップの把持を開放する。そして、他方のグリップをジャッキにより引き上げて重量物をジャッキの1ストローク分、吊り上げる。この操作を繰り返し行って重量物を間欠的に吊り上げる。重量物を吊り下ろす場合は、この逆の操作を行う。   A pair of grips capable of gripping and releasing a strand from which a heavy object is suspended are provided. After the strand is gripped by one grip, one grip is lifted by a jack to lift the heavy object by one stroke of the jack. Next, after the strand is gripped by the other grip, the grip of one grip is released. Then, the other grip is lifted by the jack, and the heavy object is lifted by one stroke of the jack. This operation is repeated to lift the heavy object intermittently. When suspending heavy objects, reverse this operation.

この発明により、ボイラ内足場としての吊り下げ式昇降足場2を構築するには、先ず、ボイラ本体1の下部に構築されたボイラホッパ9上に下部作業床10を構築する(図6参照)。   In order to construct the suspension type lifting scaffold 2 as a scaffold in the boiler according to the present invention, first, the lower work floor 10 is constructed on the boiler hopper 9 constructed at the lower part of the boiler body 1 (see FIG. 6).

次いで、下部作業床10上に吊り下げ式昇降足場2を構築する(図8参照)。   Next, the suspended lifting scaffold 2 is constructed on the lower work floor 10 (see FIG. 8).

次いで、ボイラ本体1の上部側壁の開口5の外側にジャッキ本体6を設置し、ジャッキ本体6を通してボイラ本体1内に垂下したストランド7に吊り下げ式昇降足場2を固定する。   Next, the jack body 6 is installed outside the opening 5 on the upper side wall of the boiler body 1, and the suspended lifting scaffold 2 is fixed to the strand 7 that is suspended in the boiler body 1 through the jack body 6.

かくして、ストランド7をジャッキ本体6により間欠的に引き上げあるいは引き下げて、吊り下げ式昇降足場2を間欠的に昇降可能とする。   Thus, the strand 7 is intermittently lifted or pulled down by the jack body 6 so that the hanging type lifting scaffold 2 can be lifted and lowered intermittently.

このように、ストランド7をボイラ本体1の開口5からガイドローラ8を介してジャッキ本体6内に垂下させることによって、例えば、ボイラ本体1内の上部にボイラ水管4が張り出して配され、これにより、ストランド7をボイラ本体1の頂部から吊り下げられない場合であっても、吊り下げ式昇降足場2を確実に構築することができる。   In this way, by dropping the strand 7 from the opening 5 of the boiler body 1 into the jack body 6 via the guide roller 8, for example, the boiler water pipe 4 extends over the upper portion of the boiler body 1, thereby Even when the strand 7 cannot be suspended from the top of the boiler body 1, the suspended lifting scaffold 2 can be reliably constructed.

なお、大型ボイラには、防爆用の強固なバックステイがあるので、このバックステイにジャッキ本体6を設置すれば、容易に反力を受けることができる。   In addition, since the large boiler has a strong explosion-proof backstay, if the jack body 6 is installed on this backstay, the reaction force can be easily received.

次に、水管ノーズ部が形成されているボイラにおいて、水管ノーズ部より下方の下部足場と、水管ノーズ部の直下より上方の上部足場との同時構築を容易かつ安全に行うことができるようにすることによって、ボイラ内足場の工期を短縮することができる、ボイラ内足場の構築方法を、図5から図12を参照しながら説明する。   Next, in the boiler in which the water tube nose part is formed, it is possible to easily and safely perform simultaneous construction of the lower scaffold below the water pipe nose part and the upper scaffold directly below the water pipe nose part. The construction method of the boiler internal scaffolding which can shorten the construction period of the boiler internal scaffolding will be described with reference to FIGS.

図5から図12において、11は、ボイラ本体1の上部に、ボイラ本体1の内側に突出して形成された水管ノーズ部、12は、下部作業床10上に構築された下部足場、13は、吊り下げ式昇降足場2上に構築した上部足場である。   5 to 12, 11 is a water pipe nose portion formed on the upper portion of the boiler body 1 and protruding from the inside of the boiler body 1, 12 is a lower scaffold constructed on the lower work floor 10, This is an upper scaffold constructed on the suspended lift platform 2.

下部足場12は、下部足場本体14と昇降手段15とから構成されている。昇降手段15は、下部作業床10上に設置した複数本のラック(図示せず)付きマスト16と、前記ラックに噛み合うピニオン(図示せず)と、前記ピニオンを回転させる駆動手段17(図11参照)とから構成されている。下部足場本体14は、駆動手段17により前記ピニオンを回転させることによって、マスト16に沿って昇降する。   The lower scaffold 12 is composed of a lower scaffold body 14 and lifting means 15. The elevating means 15 includes a mast 16 with a plurality of racks (not shown) installed on the lower work floor 10, a pinion (not shown) meshing with the rack, and a driving means 17 (FIG. 11) for rotating the pinion. Reference). The lower scaffold body 14 moves up and down along the mast 16 by rotating the pinion by the driving means 17.

次に、この発明による、ボイラ内足場としての下部足場と上部足場の同時構築方法について説明する。   Next, the simultaneous construction method of the lower scaffold and the upper scaffold as the boiler internal scaffold according to the present invention will be described.

先ず、図6に示すように、ボイラホッパ9の上部に下部作業床10を構築する。   First, as shown in FIG. 6, a lower work floor 10 is constructed on the top of the boiler hopper 9.

次いで、図7に示すように、ジャッキ装置3を設置した後、図8に示すように、下部作業床10上に吊り下げ式昇降足場2を構築する。すなわち、ボイラ本体1の開口5の外側にジャッキ本体6を設置し、ストランド7をジャッキ本体6に挿通する。なお、ジャッキ装置3と吊り下げ式昇降足場2の構築順序は、逆あるいは同時でも良い。   Next, as shown in FIG. 7, after the jack device 3 is installed, the suspended lifting scaffold 2 is constructed on the lower work floor 10 as shown in FIG. 8. That is, the jack body 6 is installed outside the opening 5 of the boiler body 1, and the strand 7 is inserted into the jack body 6. Note that the construction order of the jack device 3 and the suspended lifting platform 2 may be reversed or simultaneous.

次いで、図9に示すように、ジャッキ本体6によりストランド7を引き上げて、吊り下げ式昇降足場2を水管ノーズ部11の直下まで吊り上げる。   Next, as shown in FIG. 9, the strand 7 is pulled up by the jack body 6, and the suspended lifting scaffold 2 is lifted up to just below the water tube nose portion 11.

次いで、図10に示すように、下部作業床10上にラック付きマスト16を設置し、マスト16に駆動手段を17と共に下部足場本体14を取り付けて下部足場12を組み立てる。そして、マスト16を順次、継ぎ足して行きながら下部足場本体14を上昇させて行く。この操作を繰り返し行って、下部足場12を吊り下げ式昇降足場2と下部作業床10との間のボイラ本体1内に構築する(図5参照)。   Next, as shown in FIG. 10, the mast 16 with a rack is installed on the lower work floor 10, and the lower scaffold body 12 is assembled to the mast 16 by attaching the driving means 17 and the lower scaffold body 14. Then, the lower scaffold body 14 is raised while the mast 16 is sequentially added. By repeating this operation, the lower scaffold 12 is constructed in the boiler body 1 between the suspended lifting scaffold 2 and the lower work floor 10 (see FIG. 5).

そして、下部足場12の構築と同時に、吊り下げ式昇降足場2上に上部足場13を構築する。上部足場13としては、図12に示すように、単管を組み立てて構築する単管足場であっても良いし、上述した下部足場12と同様な足場であっても良い。   Then, simultaneously with the construction of the lower scaffold 12, the upper scaffold 13 is constructed on the hanging type lifting scaffold 2. As shown in FIG. 12, the upper scaffold 13 may be a single pipe scaffold constructed by assembling single pipes, or may be a scaffold similar to the lower scaffold 12 described above.

なお、吊り下げ式昇降足場2と下部足場12の構築終了後、吊り下げ式昇降足場2と下部足場12のマスト16とを連結すれば(図5参照)、これらの剛性が飛躍的に向上するので、安全性と耐震性が向上する。さらに、互いの作業床の強度を補完することができるので、その分、部材の最小化を図ることができる。   In addition, if the suspension type lifting scaffold 2 and the mast 16 of the lower scaffold 12 are connected after the construction of the suspension type lifting scaffold 2 and the lower scaffolding 12 is completed (see FIG. 5), their rigidity is dramatically improved. So safety and earthquake resistance are improved. Furthermore, since the strength of each other's work floor can be complemented, the number of members can be minimized accordingly.

上述したように、この発明によれば、吊り下げ式昇降足場2を吊り下げるストランド7を、ボイラ本体1の側壁に形成された開口5からボイラ本1体内に垂下することによって、ボイラの構造上、ストランド7をボイラ本体1の頂部から吊り下げられない場合であっても、吊り下げ式昇降足場2をボイラ本体1内に確実に構築することができるので、ボイラ内足場の工期を短縮することができる。   As described above, according to the present invention, the strand 7 that suspends the hanging type lifting scaffold 2 is suspended from the opening 5 formed in the side wall of the boiler body 1 into the boiler main body 1. Even when the strand 7 cannot be suspended from the top of the boiler body 1, the suspension type lifting scaffold 2 can be reliably constructed in the boiler body 1, so that the construction period of the boiler scaffold is shortened. Can do.

また、この発明によれば、下部作業床10上に吊り下げ式昇降足場2を構築し、吊り下げ式昇降足場2を水管ノーズ部11の直下まで吊り上げ、この後、下部作業床10上に下部足場12を構築すると同時に、吊り下げ式昇降足場2上に上部足場13を構築することによって、ボイラ内足場を安全に構築することができ、しかも、工期を大幅に短縮することができる。   In addition, according to the present invention, the suspension type lifting scaffold 2 is constructed on the lower work floor 10, and the suspension type lifting scaffold 2 is lifted to a position directly below the water pipe nose portion 11. By constructing the upper scaffold 13 on the suspension type lifting scaffold 2 at the same time as constructing the scaffold 12, the scaffold in the boiler can be constructed safely, and the construction period can be greatly shortened.

1:ボイラ本体
2:吊り下げ式昇降足場
3:ジャッキ装置
4:ボイラ水管
5:開口
6:ジャッキ本体
7:ストランド
8:ガイドローラ
9:ボイラホッパ
10:下部作業床
11:水管ノーズ部
12:下部足場
13:上部足場
14:下部足場本体
15:昇降手段
16:マスト
17:駆動手段
21:ボイラ内足場
22:ボイラ本体
23:ボイラホッパ
24:下部作業床
25:手摺
26:支柱
27:階段
28:ジャッキ本体
29:昇降部材
30:連結部材
31:水管ノーズ部
32:過熱器
33:下部足場
34:中間作業床
35:上部足場
36:水平梁
1: Boiler body 2: Suspended lifting scaffold 3: Jack device 4: Boiler water pipe 5: Opening 6: Jack body 7: Strand 8: Guide roller 9: Boiler hopper 10: Lower work floor 11: Water pipe nose part 12: Lower scaffold 13: Upper scaffolding 14: Lower scaffolding body 15: Lifting means 16: Mast 17: Driving means 21: Boiler scaffolding 22: Boiler body 23: Boiler hopper 24: Lower work floor 25: Handrail 26: Prop 27: Stair 28: Jack body 29: Lifting member 30: Connecting member 31: Water pipe nose part 32: Superheater 33: Lower scaffold 34: Intermediate work floor 35: Upper scaffold 36: Horizontal beam

Claims (4)

ボイラのボイラ本体内にボイラ内足場を構築する、ボイラ内足場の構築方法であり、前記ボイラ本体の下部に構築されたボイラホッパ上に下部作業床を構築し、次いで、前記下部作業床上に吊り下げ式昇降足場を構築し、次いで、前記ボイラ本体の上部側壁の開口から前記ボイラ本体内に垂下したストランドに前記吊り下げ式昇降足場を固定し、かくして、前記ストランドを前記ボイラ本体外に設置したジャッキ本体により間欠的に引き上げあるいは引き下げて、前記吊り下げ式昇降足場を間欠的に昇降可能とする、ボイラ内足場の構築方法において、
前記吊り下げ式昇降足場を前記ジャッキ本体により前記ボイラ本体の水管ノーズ部の直下まで吊り上げ、次いで、前記下部作業床と前記吊り下げ式昇降足場との間に下部足場を構築し、前記下部足場の構築と同時に、前記吊り下げ式昇降足場上に上部足場を構築することを特徴とする、ボイラ内足場の構築方法。
It is a construction method of a boiler internal scaffolding that builds a boiler internal scaffolding in the boiler body of the boiler, and constructs a lower working floor on a boiler hopper constructed at the lower part of the boiler body, and then hangs on the lower working floor A jack in which the suspended lifting platform is fixed to a strand suspended in the boiler body from the opening of the upper side wall of the boiler body, and thus the strand is installed outside the boiler body. In the construction method of the scaffold in the boiler, which can be lifted or lowered intermittently by the main body to enable the suspension type lifting scaffold to be lifted intermittently ,
The suspended lifting platform is lifted by the jack body to directly below the water tube nose of the boiler body, and then a lower scaffold is constructed between the lower work floor and the suspended lifting platform, A method for constructing a scaffold in a boiler, characterized in that, simultaneously with construction, an upper scaffold is constructed on the suspended lifting scaffold .
前記下部足場と前記上部足場の少なくとも一方は、ラック付きマストと、前記ラックに噛み合うピニオンと、前記ピニオンを回転させる駆動手段とからなる昇降装置により構築することを特徴とする、請求項1に記載の、ボイラ内足場の構築方法。 The at least one of the lower scaffold and the upper scaffold is constructed by a lifting device including a mast with a rack, a pinion that meshes with the rack, and a driving unit that rotates the pinion. The construction method of the scaffold in the boiler. 前記下部足場の構築終了後、前記下部足場と前記吊り下げ式昇降足場とを連結することを特徴とする、請求項1または2に記載の、ボイラ内足場の構築方法。 The method for constructing a scaffold in a boiler according to claim 1 or 2 , wherein after the construction of the lower scaffold is completed, the lower scaffold and the suspended lifting scaffold are connected . 前記ストランドの巻取装置を設けたことを特徴とする、請求項1から3の何れか1つに記載の、ボイラ内足場の構築方法。 The method for constructing a boiler internal scaffold according to any one of claims 1 to 3, wherein a winding device for the strand is provided .
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JP6432854B1 (en) * 2017-10-20 2018-12-05 株式会社日立プラントコンストラクション Boiler work scaffold, boiler water wall replacement device and replacement method thereof

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JP6432854B1 (en) * 2017-10-20 2018-12-05 株式会社日立プラントコンストラクション Boiler work scaffold, boiler water wall replacement device and replacement method thereof

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