JPH07305497A - In-furnace scaffolding - Google Patents

In-furnace scaffolding

Info

Publication number
JPH07305497A
JPH07305497A JP9734594A JP9734594A JPH07305497A JP H07305497 A JPH07305497 A JP H07305497A JP 9734594 A JP9734594 A JP 9734594A JP 9734594 A JP9734594 A JP 9734594A JP H07305497 A JPH07305497 A JP H07305497A
Authority
JP
Japan
Prior art keywords
furnace
central section
load
scaffold
scaffolding
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.)
Granted
Application number
JP9734594A
Other languages
Japanese (ja)
Other versions
JP2999118B2 (en
Inventor
Kinjiro Kobayashi
金次郎 小林
Kouichirou Ootsubo
浩一朗 大坪
Yukio Iwamoto
幸夫 岩元
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP9734594A priority Critical patent/JP2999118B2/en
Publication of JPH07305497A publication Critical patent/JPH07305497A/en
Application granted granted Critical
Publication of JP2999118B2 publication Critical patent/JP2999118B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

PURPOSE:To mount an in-furnace scaffolding easily, and to prevent the damage of the inside of a furnace by installing a load bearing material, a diagonal member bearing a central section and a safety bearing material to an umbrella rib-shaped beam in a rockable manner and suspending the central section and folding the beam in a rod shape. CONSTITUTION:Load bearing materials 7b bearing a beam 7a formed at a central section in a manner that the beam 7a can be folded in an umbrella rib shape are set up at both ends of the beam 7a, and diagonal members 7 bearing the central section and a safety bearing material 7d at the central section are mounted a rockable manner respectively with holding pins 8. When the beam 7a is mounted into a furnace, the central section of the beam 7a is hung up by a wire, the beam 7a is folded approximately integrally, and inserted into the furnace, both ends of the beam 7a are suspended by a wire, a framework is opened, the load bearing materials 7b are fast stuck completely to the tilting pipes 6 of the bottom of the furnace, and the beam 7a is adjusted so that load on a stage l is transmitted uniformly. The angles of inclination of the load bearing materials 7b are adjusted by controlling the length of diagonal members 7c by an adjusting device 11. A scaffolding is carried out by hanging up the central section by the wire and folding the beam 7a.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、発電用ボイラなどの炉
底部ステージに適用されるボイラ炉内足場に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffold in a boiler furnace applied to a bottom stage of a power generation boiler or the like.

【0002】[0002]

【従来の技術】図5は発電用ボイラなどの炉底部ステー
ジに使用されている従来のボイラ炉内足場の説明図であ
る。図において、発電用ボイラなどの炉底部ステージ1
は橋梁状足場4を炉内で組立てて炉内の炉底部の傾斜管
6に沿って取付け、その上に設置されるようになってい
る。
2. Description of the Related Art FIG. 5 is an explanatory view of a conventional boiler in-core scaffold used in a furnace bottom stage of a power generation boiler or the like. In the figure, a furnace bottom stage 1 such as a boiler for power generation
The bridge scaffold 4 is assembled in the furnace, installed along the inclined pipe 6 at the bottom of the furnace in the furnace, and installed on it.

【0003】[0003]

【発明が解決しようとする課題】上記のように、発電用
ボイラなどの炉底部ステージ1は橋梁状足場4を炉内で
組立てて炉内の炉底部の傾斜管6に沿って取付け、その
上に設置されるようになっている。橋梁状足場4は一部
が梁状に組立てられているので部品数は少なくなってい
るが、炉底部の傾斜管6に沿って取付ける際に橋梁状足
場4側の傾斜と炉底部の傾斜管6との間に角度の誤差が
あると橋梁状足場4の荷重を均一に支持するように取付
けることが難しい。また、組立てて架設した後、炉底部
ステージ1上に上方の足場や作業用機材等を積載すると
橋梁状足場4に撓みを生じて点線で示すように橋梁状足
場4上方の支点Aは炉底部の傾斜管6から離れる方向
に、また下方の支点Cは逆に炉底部の傾斜管6に押し付
けられる。炉底部ステージ1上の荷重は支点A,B,C
でそれぞれ均等に3等分されて支持されるべきである
が、支点Cだけに荷重が掛かるために炉底部の傾斜管6
が損傷することがある。
As described above, in the furnace bottom stage 1 of a power generation boiler or the like, the bridge-like scaffold 4 is assembled in the furnace and installed along the inclined pipe 6 at the furnace bottom, and It is supposed to be installed in. Since the bridge-like scaffold 4 is partially assembled into a beam shape, the number of parts is small. However, when the bridge-like scaffold 4 is attached along the inclined pipe 6 at the bottom of the furnace, the inclination of the bridge-like scaffold 4 and the inclined pipe at the bottom of the furnace are reduced. If there is an angle error between the bridge and the scaffold 6, it is difficult to mount the bridge scaffold 4 so as to uniformly support the load. Further, after assembling and erection, when loading an upper scaffold, work equipment, etc. on the furnace bottom stage 1, the bridge-like scaffold 4 bends and the fulcrum A above the bridge-like scaffold 4 is the furnace bottom part as shown by the dotted line. In the direction away from the inclined pipe 6 and the fulcrum C on the lower side is pressed against the inclined pipe 6 at the bottom of the furnace. The load on the furnace bottom stage 1 is fulcrum A, B, C
Should be equally divided into three equal parts and supported, but since the load is applied only to the fulcrum C, the inclined pipe 6 at the bottom of the furnace
May be damaged.

【0004】[0004]

【課題を解決するための手段】本発明に係る炉内足場は
上記課題の解決を目的にしており、傘骨状に央部で折り
畳み可能に形成され炉内に張り渡される梁と、該梁の両
端に揺動可能に装着され炉底部の傾斜に沿って設置され
て上記梁の両端を支える荷重支持材と、該荷重支持材と
上記梁との間に上記梁とともに折り畳み可能に介装され
上記梁の央部を支える部材とを備えた構成を特徴とす
る。
The in-furnace scaffold according to the present invention is intended to solve the above-mentioned problems, and a beam that is foldably formed in a central portion in an umbrella frame shape and stretched in the furnace, and the beam. A load supporting member that is swingably attached to both ends of the load supporting member and that is installed along the inclination of the bottom of the furnace to support both ends of the beam, and is interposed between the load supporting member and the beam so as to be foldable together with the beam. And a member that supports the central portion of the beam.

【0005】[0005]

【作用】即ち、本発明に係る炉内足場においては、傘骨
状に央部で折り畳み可能に形成され炉内に張り渡される
梁の両端に梁の両端を支える荷重支持材が揺動可能に装
着され炉底部の傾斜に沿って設置されるとともに荷重支
持材と梁との間に梁の央部を支える部材が梁とともに折
り畳み可能に介装されており、本足場を炉内へ搬入、搬
出する場合は梁の央部をワイヤーで吊り揚げることによ
り本足場の骨組みを折り畳み略一体に棒状に縮めて炉内
上方から炉内へ挿入、或いは引き上げる。また、炉内に
設置する場合は梁の両端をワイヤーで吊り揚げることに
より本足場の骨組みを開いて炉底部の傾斜に沿って設置
する。このようにして極めて容易に炉内に設置すること
ができる。また、炉内に張り渡される梁の両端に梁の両
端を支える荷重支持材が揺動可能に装着され炉底部の傾
斜に沿って設置されるとともに荷重支持材と梁との間に
梁の央部を支える部材が介装されていることにより梁が
撓むことなく梁上の荷重が炉底部に均等に掛かる。
That is, in the in-reactor scaffold according to the present invention, the load supporting members that support both ends of the beam are oscillated at both ends of the beam that is formed to be foldable in the center part in the shape of an umbrella and stretched in the furnace. It is installed along the inclination of the bottom of the furnace, and a member supporting the center of the beam between the load support material and the beam is foldably interposed with the beam, and the main scaffold is carried in and out of the furnace. In this case, the central part of the beam is hoisted with a wire to fold the frame of the main scaffold and shrink it into a rod shape almost integrally, and insert or pull up from the inside of the furnace into the furnace. When installing in the furnace, both ends of the beam will be hung by wires to open the framework of the main scaffold and install along the slope of the bottom of the furnace. In this way it can be installed very easily in the furnace. In addition, a load support material that supports both ends of the beam is swingably attached to both ends of the beam stretched in the furnace, and is installed along the inclination of the furnace bottom, and the beam center is between the load support material and the beam. Since the member supporting the section is interposed, the beam is not bent and the load on the beam is evenly applied to the bottom of the furnace.

【0006】[0006]

【実施例】図1乃至図4は本発明の一実施例に係るボイ
ラ炉内足場の説明図である。図において、本実施例に係
るボイラ炉内足場は発電用ボイラなどの炉底部ステージ
に使用されるもので、図1に示すように発電用ボイラな
どの炉底部ステージ1は図1に示すように本ボイラ炉内
足場を炉内で組立てて炉内の炉底部の傾斜管6に沿って
取付け、その上に設置されるようになっている。本ボイ
ラ炉内足場は発電用ボイラ内に張り渡されて炉底部ステ
ージ1を支持する梁7aと、炉底部の傾斜管6に沿って
設置され炉底部ステージ1上の荷重を支える荷重支持材
7bと、梁7aと荷重支持材7bとの間に介装されて梁
7aを支える斜材7cと、斜材7cの間に挿入されて斜
材7cを荷重支持材7bに固定する安全支持材7dなど
から構成されており、図2に示すように梁7aは央部を
止めピン8を介して傘骨状に折り畳み可能になってい
る。また、斜材7cの一端は梁7aの中間部に止めピン
8で連結され、他端は炉底部の傾斜管6に沿わせる荷重
支持材7bにスライド可能なモノレールローラ12を介
して連結されている。また、安全支持材7aは中央部を
止めピン8により折り込み可能に結合するとともに、長
さを調整可能に調整装置11を組込んでおくことにより
自動的に装着することが可能になっている。
1 to 4 are explanatory views of a scaffold in a boiler furnace according to an embodiment of the present invention. In the figure, the scaffolding in the boiler furnace according to the present embodiment is used for a furnace bottom stage of a power generation boiler or the like. As shown in FIG. 1, the furnace bottom stage 1 of a power generation boiler or the like is shown in FIG. The boiler inner scaffold of the present boiler is assembled in the furnace, attached along the inclined pipe 6 at the bottom of the furnace, and installed on it. The scaffolding in the boiler core of the present boiler is stretched over the power generation boiler to support the beam 7a for supporting the furnace bottom stage 1, and the load support 7b for supporting the load on the furnace bottom stage 1 installed along the inclined pipe 6 at the furnace bottom. A diagonal member 7c interposed between the beam 7a and the load supporting member 7b to support the beam 7a, and a safety supporting member 7d inserted between the diagonal members 7c to fix the diagonal member 7c to the load supporting member 7b. As shown in FIG. 2, the beam 7a can be folded into a canopy shape at the central portion via a stop pin 8. Further, one end of the diagonal member 7c is connected to the middle portion of the beam 7a by a stopper pin 8, and the other end is connected to a load supporting member 7b along the inclined pipe 6 at the bottom of the furnace via a slidable monorail roller 12. There is. Further, the safety support member 7a can be automatically attached by connecting the central portion thereof with a stop pin 8 so as to be able to be folded and incorporating an adjusting device 11 capable of adjusting the length.

【0007】このように、本ボイラ炉内足場は発電用ボ
イラにおける炉底部の傾斜管6の任意の傾斜に自由に沿
って設置できるように斜材7cの長さが調整可能に設け
られているとともに、各部材間が止めピン8を介して折
り畳み可能に連結されており、発電用ボイラの炉内に挿
入する際は各連結部の止めピン8で折り畳まれて略一体
に棒状となり、さらに梁7aの中央が折節でき、この梁
7a中央と荷重支持材7bとを連結する斜材7cの荷重
支持材7bとの結合部はモノレールローラ12を介して
荷重支持材7b上を摺動させて移動することができるよ
うになっている。これにより、足場骨組みの各部材間を
止めピン8で連結し、炉内への搬入、排出時は梁7aな
どの各部材を止めピン8部で折込んで一体に縮め、炉内
上方からワイヤー9で吊り揚げ、搬入後は順次拡開して
各部材間に止めピン8等をセットすることにより足場骨
組みが出来上る。さらに、斜材7cの止めピン8穴の位
置が実寸法に合わせて斜材7cの止めピン8による接合
位置が調整されるように斜材7c及び安全支持材7dに
長さ調整装置11が装備されている。これにより、足場
ステージ1の荷重支持材7bが炉底部の傾斜管6の傾斜
に沿って正確にセットすることができる。
In this way, the scaffold in the boiler of the present boiler is provided so that the length of the diagonal member 7c can be adjusted so that it can be freely installed along any inclination of the inclined pipe 6 at the bottom of the furnace in the power generation boiler. At the same time, the respective members are foldably connected to each other via the stop pins 8, and when the members are inserted into the furnace of the power generation boiler, they are folded by the stop pins 8 of the respective connection parts to form a rod-like substantially integrated body. The center of 7a can be bent, and the connecting portion of the diagonal member 7c connecting the center of the beam 7a and the load supporting member 7b with the load supporting member 7b slides on the load supporting member 7b via the monorail roller 12 and moves. You can do it. With this, the members of the scaffolding frame are connected by the stop pins 8, and at the time of loading and unloading into the furnace, the members such as the beam 7a are folded at the stop pins 8 and contracted together, and the wires 9 are inserted from above the furnace. The scaffolding skeleton can be completed by hoisting at, and after being loaded, it is gradually opened and the retaining pins 8 and the like are set between the respective members. Further, a length adjusting device 11 is provided to the diagonal member 7c and the safety support member 7d so that the position of the retaining pin 8 hole of the diagonal member 7c is adjusted to the actual size and the joining position of the diagonal member 7c by the retaining pin 8 is adjusted. Has been done. Thereby, the load supporting member 7b of the scaffolding stage 1 can be accurately set along the inclination of the inclined pipe 6 at the bottom of the furnace.

【0008】本ボイラ炉内足場を炉内へ搬入する場合
は、図3に示すように梁7aなどの各部材を止めピン8
部で折り畳んで略一体に棒状に縮め、炉内上方からワイ
ヤー9で吊り揚げて炉内に挿入する。足場骨組みの主要
部材が略一体となっているので、炉内で開放して組立て
ることが容易にできる。即ち、炉内への挿入時はワイヤ
ー9を梁7aの両端部に締結して2点吊り方式とし、こ
のワイヤー9を一本のワイヤーで吊り揚げる。そして、
炉底部へ吊り降ろした後、梁7aの中間部をワイヤーで
引き上げ、両端部のワイヤー9を緩めていくと梁7aが
直線状になる。斜材7cの一端は梁7aの中間部に止め
ピン8で連結され、他端は炉底部の傾斜管6に沿わせる
荷重支持材7bにスライド可能なモノレールローラ12
を介して連結されており、梁7aの中間部を引上げて梁
7aが直線状になるのにつれてモノレールローラ12が
荷重支持材7bの上方向に自動的に移動して足場骨組み
は実線で示す形状から点線で示す形状へ順次移行し、図
4(b)に示す足場骨組みが形成される。
When the scaffolding inside the furnace of the boiler is carried into the furnace, as shown in FIG. 3, each member such as the beam 7a is fixed with a pin 8.
It is folded at a portion and contracted into a rod shape substantially integrally, and the wire 9 is hung from above the furnace and inserted into the furnace. Since the main members of the scaffolding frame are substantially integrated, they can be easily opened and assembled in the furnace. That is, when the wire 9 is inserted into the furnace, the wire 9 is fastened to both ends of the beam 7a to form a two-point suspension system, and the wire 9 is suspended by one wire. And
After hanging down to the bottom of the furnace, the middle part of the beam 7a is pulled up with a wire, and the wires 9 at both ends are loosened, whereby the beam 7a becomes a straight line. One end of the diagonal member 7c is connected to a middle portion of the beam 7a by a stopper pin 8, and the other end is slidable on a load supporting member 7b along the inclined pipe 6 at the bottom of the furnace and slidable to a monorail roller 12
The monorail roller 12 automatically moves upward in the load supporting member 7b as the beam 7a becomes straight and the intermediate portion of the beam 7a is pulled up, and the scaffolding frame has a shape shown by a solid line. To the shape indicated by the dotted line, the scaffolding skeleton shown in FIG. 4B is formed.

【0009】ここで、モノレールローラ12を荷重支持
材7bに止め金物10を介して固定し、さらに荷重支持
材7bが炉底部の傾斜管6の傾斜角に沿うように調整装
置11で斜材7cの長さを調整する。その後、安全支持
材7dを斜材7c間に取付けることにより、足場ステー
ジ1を支持する本足場の組立てが完了する。この安全支
持材7dは中央部を止めピン8により折り込み可能に結
合するとともに、長さを調整可能に最初から調整装置1
1を安全支持材7dに組込んでおくことにより自動的に
装着される。同様にして複数の梁7aを炉底部に間隔を
空けて並べてセットし、別途準備された炉底部ステージ
1を梁7a上に配置することにより、炉内ステージ1が
全く簡単に安全に組み立てられる。
Here, the monorail roller 12 is fixed to the load supporting member 7b via the stopper metal 10, and the adjusting member 11 is used to adjust the load supporting member 7b along the inclination angle of the inclined pipe 6 at the bottom of the furnace. Adjust the length of. After that, the safety support member 7d is attached between the diagonal members 7c to complete the assembly of the main scaffold that supports the scaffold stage 1. The safety support member 7d is foldably connected to the central portion by a stopper pin 8 and the length can be adjusted from the beginning so that the adjusting device 1
It is automatically installed by incorporating 1 into the safety support member 7d. Similarly, a plurality of beams 7a are set side by side on the bottom of the furnace at intervals, and the separately prepared furnace bottom stage 1 is arranged on the beam 7a, whereby the in-core stage 1 can be assembled quite simply and safely.

【0010】従来の橋梁状足場においては一部が梁状に
組立てられているので部品数は少なくなっているが、炉
底部の傾斜管に沿って取付ける際に橋梁状足場側の傾斜
と炉底部の傾斜管との間に角度の誤差があると橋梁状足
場の荷重を均一に支持するように取付けることが難し
い。また、組立てて架設した後、炉底部ステージ上に上
方の足場や作業用機材等を積載すると橋梁状足場に撓み
を生じて橋梁状足場上方の支点Aは炉底部の傾斜管から
離れる方向に、また下方の支点Cは逆に炉底部の傾斜管
に押し付けられる。炉底部ステージ上の荷重は支点A,
B,Cでそれぞれ均等に3等分されて支持されるべきで
あるが、支点Cだけに荷重が掛かるために炉底部の傾斜
管6が損傷することがある。これに対して本ボイラ炉内
足場においては、調整装置11、モノレールローラ12
などにより炉底部の傾斜管6に荷重支持材7bが完全に
密着するように容易に調整が可能となり、ステージ1上
の荷重が炉底部の傾斜管6に均等に伝達されて支持され
ることにより傾斜管6が損傷しなくなる。また、足場骨
組みを折り畳み可能な構造にすることにより炉内への搬
入および組み立て設置が極めて容易に、また安全になる
とともに組み立て設置に要する日数が短縮される。
The conventional bridge-like scaffold has a small number of parts because it is partially assembled in the shape of a beam. However, when the bridge-like scaffold is attached along the inclined pipe at the bottom of the furnace, the inclination of the bridge-like scaffold side and the furnace bottom If there is an error in the angle between the inclined pipe and the inclined pipe, it is difficult to mount the bridge-like scaffold so as to uniformly support the load. Also, after assembling and erection, when loading an upper scaffold or work equipment on the furnace bottom stage, the bridge-like scaffold bends, and the fulcrum A above the bridge-like scaffold is away from the inclined pipe at the bottom of the furnace. The lower fulcrum C is, on the contrary, pressed against the inclined pipe at the bottom of the furnace. The load on the furnace bottom stage is fulcrum A,
It should be equally divided into three parts by B and C, respectively, but the tilt pipe 6 at the bottom of the furnace may be damaged because the load is applied only to the fulcrum C. On the other hand, in the boiler scaffolding inside the boiler, the adjusting device 11 and the monorail roller 12 are used.
The load supporting member 7b can be easily adjusted so that the load supporting member 7b is completely adhered to the inclined tube 6 at the bottom of the furnace, and the load on the stage 1 is evenly transmitted to and supported by the inclined tube 6 at the bottom of the furnace. The inclined tube 6 will not be damaged. Further, by making the scaffolding frame foldable, it is extremely easy to carry it into the furnace and assemble and install it, and it becomes safe and the number of days required for assemble and install is shortened.

【0011】[0011]

【発明の効果】本発明に係る炉内足場は前記のように構
成されており、極めて容易に炉内に設置することができ
るので、設置に要する日数が短縮される。また、梁上の
荷重が炉底部に均等に掛かるので、炉底部の傾斜管が損
傷しない。
Since the scaffolding in the furnace according to the present invention is constructed as described above and can be installed in the furnace extremely easily, the number of days required for the installation can be shortened. Further, since the load on the beam is evenly applied to the bottom of the furnace, the inclined pipe at the bottom of the furnace is not damaged.

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

【図1】図1(a)は本発明の一実施例に係るボイラ炉
内足場の正面図、同図(b)は同図(a)におけるB−
B矢視図である。
FIG. 1 (a) is a front view of a scaffold in a boiler furnace according to an embodiment of the present invention, and FIG. 1 (b) is B- in FIG. 1 (a).
FIG.

【図2】図2はその要部詳細図である。FIG. 2 is a detailed view of a main part thereof.

【図3】図3はその作用説明図である。FIG. 3 is an explanatory diagram of its operation.

【図4】図4もその作用説明図である。FIG. 4 is also an explanatory view of its operation.

【図5】図5(a)は従来のボイラ炉内足場の正面図、
同図(b)はその作用説明図である。
FIG. 5 (a) is a front view of a conventional boiler furnace scaffold,
FIG. 7B is an explanatory diagram of its operation.

【符号の説明】[Explanation of symbols]

1 炉底部ステージ 6 傾斜管 7a 梁 7b 荷重支持材 7c 斜材 7d 安全支持材 8 止めピン 9 ワイヤー 10 止め金物 11 調整装置 12 モノレールローラ 1 Furnace Bottom Stage 6 Inclined Tube 7a Beam 7b Load Support Material 7c Oblique Material 7d Safety Support Material 8 Stop Pin 9 Wire 10 Stopper 11 Adjuster 12 Monorail Roller

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 傘骨状に央部で折り畳み可能に形成され
炉内に張り渡される梁と、該梁の両端に揺動可能に装着
され炉底部の傾斜に沿って設置されて上記梁の両端を支
える荷重支持材と、該荷重支持材と上記梁との間に上記
梁とともに折り畳み可能に介装され上記梁の央部を支え
る部材とを備えたことを特徴とする炉内足場。
1. A beam that is formed in a canopy shape so as to be foldable in the central portion and stretched over the inside of the furnace; and a beam that is swingably attached to both ends of the beam and that is installed along the slope of the bottom of the furnace. An in-reactor scaffold, comprising: a load supporting member that supports both ends, and a member that is foldably interposed with the beam between the load supporting member and the beam and that supports a central portion of the beam.
JP9734594A 1994-05-11 1994-05-11 Furnace scaffold Expired - Fee Related JP2999118B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9734594A JP2999118B2 (en) 1994-05-11 1994-05-11 Furnace scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9734594A JP2999118B2 (en) 1994-05-11 1994-05-11 Furnace scaffold

Publications (2)

Publication Number Publication Date
JPH07305497A true JPH07305497A (en) 1995-11-21
JP2999118B2 JP2999118B2 (en) 2000-01-17

Family

ID=14189899

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9734594A Expired - Fee Related JP2999118B2 (en) 1994-05-11 1994-05-11 Furnace scaffold

Country Status (1)

Country Link
JP (1) JP2999118B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103410305A (en) * 2013-08-22 2013-11-27 璩晶天 Boiler maintenance gray supporting platform and building method thereof
CN105926918A (en) * 2016-03-17 2016-09-07 中国冶集团有限公司 Foldable elevator shaft operation steel platform device and erecting method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103410305A (en) * 2013-08-22 2013-11-27 璩晶天 Boiler maintenance gray supporting platform and building method thereof
CN103410305B (en) * 2013-08-22 2016-04-27 珠海市蓝海工业技术有限公司 Boiler maintenance ash mouth support platform and building method thereof
CN105926918A (en) * 2016-03-17 2016-09-07 中国冶集团有限公司 Foldable elevator shaft operation steel platform device and erecting method
CN105926918B (en) * 2016-03-17 2019-06-25 中国一冶集团有限公司 A kind of collapsible hoistway operation steel platform device and erection method

Also Published As

Publication number Publication date
JP2999118B2 (en) 2000-01-17

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