[go: up one dir, main page]

JPH0112906B2 - - Google Patents

Info

Publication number
JPH0112906B2
JPH0112906B2 JP57152569A JP15256982A JPH0112906B2 JP H0112906 B2 JPH0112906 B2 JP H0112906B2 JP 57152569 A JP57152569 A JP 57152569A JP 15256982 A JP15256982 A JP 15256982A JP H0112906 B2 JPH0112906 B2 JP H0112906B2
Authority
JP
Japan
Prior art keywords
scaffolding
horizontal
scaffold
furnace
boiler furnace
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.)
Expired
Application number
JP57152569A
Other languages
Japanese (ja)
Other versions
JPS5944504A (en
Inventor
Yasuji Kamoshita
Shigeyoshi Kawaguchi
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.)
Hitachi Ltd
Original Assignee
Hitachi Plant Engineering and Construction Co 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 Hitachi Plant Engineering and Construction Co Ltd filed Critical Hitachi Plant Engineering and Construction Co Ltd
Priority to JP15256982A priority Critical patent/JPS5944504A/en
Publication of JPS5944504A publication Critical patent/JPS5944504A/en
Publication of JPH0112906B2 publication Critical patent/JPH0112906B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Description

【発明の詳細な説明】 本発明はボイラ火炉内の仮設足場に係り、特に
火力発電所等の大型の循環ボイラの建設に際して
好適な仮設足場に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a temporary scaffold in a boiler furnace, and particularly to a temporary scaffold suitable for construction of a large circulation boiler such as a thermal power plant.

火力発電所等に備えられる循環ボイラの火炉
は、直方体状に周囲が構成される。これらの周面
は、その大部分が火炉内側の水管壁と火炉外側の
ケーシングによる二重構造とされ、水管壁とケー
シングの間隙部には耐火断熱材が充填されてい
る。火炉全体は、運転時の数十cmに達する熱膨張
を吸収するために、吊り下げ構造とされる。すな
わち、ボイラ火炉をその外周に設けた鉄骨架構か
ら吊り下げ、熱膨張による火炉の伸びは下方に逃
げるようにされる。ボイラの火炉の据付に当つて
は、まず、鉄骨架構を据付けたのち、この鉄骨架
構の天梁から水管壁を吊り下げるようにして、上
方から下方に向けて水管壁を取付けていく。水管
壁の現地取付は溶接作業が主であり、多大な工数
と危険な高所作業を伴う。全周面の水管壁の取付
が完了した段階で、水管壁の水圧テストを行い、
溶接個所の点検を行う。
The furnace of a circulation boiler installed in a thermal power plant or the like has a rectangular parallelepiped-shaped surrounding area. Most of these peripheral surfaces have a double structure consisting of a water tube wall inside the furnace and a casing outside the furnace, and the gap between the water tube wall and the casing is filled with a fireproof heat insulating material. The entire furnace has a suspended structure to absorb the thermal expansion, which reaches several tens of centimeters, during operation. That is, the boiler furnace is suspended from a steel frame provided around its outer periphery, so that the elongation of the furnace due to thermal expansion escapes downward. When installing a boiler furnace, first, a steel frame is installed, and then the water pipe walls are hung from the ceiling beams of the steel frame, and the water pipe walls are installed from the top to the bottom. On-site installation of water pipe walls mainly involves welding, which requires a large amount of man-hours and involves dangerous work at heights. Once the installation of the water pipe wall around the entire circumference has been completed, we will conduct a water pressure test on the water pipe wall.
Inspect welding points.

水圧テストが完了したのち、水管壁に囲まれた
火炉内の気密テストを行う。気密テストが完了し
たのち、水管壁の外側から耐火断熱材およびケー
シングを取付ける。また、他の構造のボイラにお
いては、水管壁には気密性を持たせずに、耐火断
熱材とケーシングに気密性を持たせる。この場合
には、ケーシングの取付けが完了後、火炉内の気
密テストを行う。
After the water pressure test is completed, an airtightness test will be conducted inside the furnace, which is surrounded by water pipe walls. After the airtightness test is completed, install fireproof insulation and casing from the outside of the water pipe wall. In addition, in boilers with other structures, the water pipe walls are not airtight, but the fireproof insulation material and the casing are made airtight. In this case, after completing the installation of the casing, conduct an airtightness test inside the furnace.

火炉内は空洞であるから、前記水管壁の取付け
に際しては、取付作業のための仮設足場を火炉内
の側壁(この側壁は施工の初期には存在しない。
水管壁が順次取付けられることによつて、水管壁
自体が側壁の一部を構成することになる。)に沿
つて設ける必要がある。仮設足場は、建設現場に
分割して搬入された水管壁を所定の取付位置に設
定するための足場、水管壁を相互に溶接するため
の足場、水管壁の水圧テストのための足場として
用いられる。この仮設足場は火炉の全高および全
巾に合せて設けられるから、大型の循環ボイラに
おいては大掛りなものとなり、高さが50m、一辺
の長さが20m程度に達する。したがつて、ボイラ
火炉の建設に当つては、仮設足場の計画の良し悪
しが本体工事の施工性を左右するのみならず、仮
設足場自体の組立、解体に要する費用、日数も重
要な問題となる。
Since the inside of the furnace is hollow, when installing the water pipe wall, a temporary scaffold for the installation work is installed on the side wall of the furnace (this side wall does not exist at the beginning of construction).
By sequentially attaching the water pipe walls, the water pipe walls themselves form part of the side wall. ). Temporary scaffolding is used to set water pipe walls that have been delivered in pieces to the construction site at the specified mounting positions, scaffolding to weld water pipe walls together, and scaffolding for hydraulic pressure tests of water pipe walls. used as. This temporary scaffolding is installed to match the total height and width of the furnace, so it is quite large for large circulation boilers, reaching approximately 50m in height and 20m in length on each side. Therefore, when constructing a boiler furnace, not only does the quality of the plan for the temporary scaffolding affect the workability of the main construction, but also the cost and number of days required to assemble and dismantle the temporary scaffolding are also important issues. Become.

従来、上記ボイラ火炉内の仮設足場は、パイプ
足場もしくは鋼製のユニツト足場を下方(例えば
地上)から上方へと組立てる、いわゆる組上げ方
式が慣用されていた。組上げ方式が慣用されてい
た理由としては、第1に仮設足場として最も一般
的であること、第2に過去の実績による最も手慣
れた方式であり、施工技術が一応確立されている
こと、第3に他に有効な代替え方式が見当らなか
つたことなどの理由による。しかしながら、この
組上げ方式は下記の問題を有していた。すなわ
ち、第1に組立およびその解体に日数を要し、ボ
イラの建設工程に与える影響が大きいこと、第2
に組立、解体の作業に必要な工数が多大であり、
そのための費用が多大となること、第3に組立・
解体に際して高所作業が多く、作業安全上好まし
くないこと、第4に下方から組上げるため、火炉
底部(この底部は石炭焚きボイラにおいては耐火
材および水管群で構成された灰ホツパ部となり、
石油またはガス焚きボイラにおいては耐火材およ
び水管群で構成された底面となる場合が多い。)
の施工工程の調整が難しいことなどである。
Conventionally, the so-called assembly method has been used for temporary scaffolding in the boiler furnace, in which pipe scaffolding or steel unit scaffolding is assembled from the bottom (for example, above ground) to the top. The reasons why the assembling method was commonly used were: firstly, it was the most common method for temporary scaffolding, secondly, it was the most familiar method based on past results, and the construction technology was already established. This is due to the fact that no other effective alternative method was found for 3. However, this assembly method had the following problems. Firstly, it takes many days to assemble and dismantle the boiler, which has a large impact on the boiler construction process.
The number of man-hours required for assembly and disassembly is enormous;
Thirdly, the cost of doing so would be enormous, and the third problem was the assembly and
There is a lot of work to be done at height during disassembly, which is not desirable for work safety.Fourthly, because it is assembled from below, the bottom of the furnace (in coal-fired boilers, this bottom becomes the ash hopper section consisting of refractory material and a group of water pipes,
In oil or gas-fired boilers, the bottom is often made of refractory material and a group of water tubes. )
For example, it is difficult to adjust the construction process.

特に前記第4の問題は重要であり、仮設足場を
地上から組上げる場合には、足場が障害物となつ
て火炉底部の施工が実質上不可能となる。このた
め火炉底部を先に施工したのち、この底部から足
場を組上げることが一般に行われる。しかし、こ
の方法は前述のように吊り上げ構造とされるボイ
ラにおいて、その最下端に位置する底部を先に施
工せざるを得ない結果を招き、火炉の建設手段と
しては不自然であり、そのための余分の段取りが
必要となる。
The fourth problem is particularly important, and when temporary scaffolding is assembled from the ground, the scaffolding becomes an obstacle, making it virtually impossible to construct the bottom of the furnace. For this reason, it is common practice to construct the bottom of the furnace first and then assemble the scaffolding from this bottom. However, as mentioned above, in a boiler with a suspended structure, this method results in having to construct the bottom section first, which is unnatural as a means of constructing a furnace. Extra steps are required.

本発明の目的は上記従来技術に係る組上げ方式
の仮設足場の欠点を解消し、組立および解体が容
易であり、かつ、吊り下げ構造とされるボイラ火
炉の施工工程に適合するボイラ火炉内の仮設足場
を提供することにある。
The purpose of the present invention is to solve the disadvantages of the above-mentioned prior art temporary scaffolding of the assembly method, and to provide a temporary scaffolding in a boiler furnace that is easy to assemble and disassemble, and is compatible with the construction process of a boiler furnace having a suspended structure. It's about providing a foothold.

この目的を達成するために、本発明の仮設足場
は、全体がボイラ構造体の上方位置から吊り下げ
られること、およびその構造が複数本の水平棒と
垂直棒とを滑節に連結し、水平位置に隣り合う水
平棒間に足場板を掛け渡したものであることを特
徴とする。
To achieve this objective, the temporary scaffold of the present invention is entirely suspended from a position above the boiler structure, and its structure connects a plurality of horizontal bars and vertical bars with slides, It is characterized by scaffolding boards spanning between horizontal bars adjacent to each other.

以下、本発明の実施例を図面に基いて説明す
る。第1図に循環ボイラの概略構成を示す。図に
おいて、鉄骨架構10の頂部には天梁12が設け
られており、ボイラ全体がこの天梁12から吊り
下げられる。ボイラは主として上屋14と、図中
2点鎖線で囲まれた火炉16と、エリア18とか
ら構成され、上屋14には汽水分離器などが配置
され、エリア18には過熱器、再熱器、節炭器が
配置される。また、エリア18の下方20には空
気予熱器、送風機およびこれらを連絡する風道、
煙道などが配置される。本発明に係る仮設足場は
火炉16内の側壁に沿つて、通常は四周囲に設け
られるものであり、全体が吊り部材22によつ
て、天梁12から直接または間接的に吊り下げら
れる。この仮設足場は第2図に示すように、水平
棒24と垂直棒26とを滑節に連結し、水平位置
に隣合う水平棒間に足場板28を掛け渡した構造
とされる。その連結機構の詳細を第3図に示す。
水平棒24の両端には、それぞれ2枚の鍔30,
32が設けられ、また、垂直棒26の両端には鍵
穴34を有する連結板36が設けられている。こ
の連結板36を前記水平棒24の鍔30と32の
間に差し込むことによつて、水平棒24と垂直棒
26とは滑節に連結される。第2図に示されるよ
うに、吊り部材22と各垂直棒26を接続するた
めには、水平剛部材38を介在させる。この水平
剛部材は吊り部材22と垂直棒26の位置関係を
調整するとともに、足場の水平度を保持するのに
役立つ。水平剛部材の水平度を確保するためには
例えば、吊り部材22にターンバツクルを設けて
調整すればよい。各垂直棒26および各水平棒2
4は、同一の形状寸法で製作されているので、こ
れらを連結することによつて足場を組立てても、
足場板28の水平度は保持される。足場を構成す
る各部材の寸法上の製作誤差によつて、一部の垂
直棒にのみ引張荷重が作用することが想定される
場合には、例えば垂直棒にもターンバツクルを設
けて、足場の水平度および荷重分布を調整できる
ようにすればよい。
Embodiments of the present invention will be described below with reference to the drawings. Figure 1 shows the schematic configuration of a circulation boiler. In the figure, a ceiling beam 12 is provided at the top of a steel frame 10, and the entire boiler is suspended from this ceiling beam 12. The boiler mainly consists of a shed 14, a furnace 16 surrounded by a two-dot chain line in the figure, and an area 18. The shed 14 is equipped with a brackish water separator, and the area 18 is equipped with a superheater and a reheating device. Containers and economizers will be placed. Further, in the lower part 20 of the area 18, there is an air preheater, a blower, and a wind duct that connects these.
A flue etc. will be placed. The temporary scaffolding according to the present invention is usually installed around the four sides of the furnace 16 along the side walls thereof, and the entire structure is directly or indirectly suspended from the ceiling beam 12 by hanging members 22. As shown in FIG. 2, this temporary scaffolding has a structure in which a horizontal rod 24 and a vertical rod 26 are connected to a sliding joint, and a scaffold board 28 is spanned between horizontal rods adjacent to each other in a horizontal position. The details of the connection mechanism are shown in FIG.
At both ends of the horizontal bar 24, there are two tsuba 30,
32 is provided, and a connecting plate 36 having a keyhole 34 is provided at both ends of the vertical bar 26. By inserting this connecting plate 36 between the flanges 30 and 32 of the horizontal rod 24, the horizontal rod 24 and the vertical rod 26 are connected to each other in a sliding joint. As shown in FIG. 2, a horizontal rigid member 38 is interposed to connect the hanging member 22 and each vertical bar 26. As shown in FIG. This horizontal rigid member adjusts the positional relationship between the hanging member 22 and the vertical rod 26, and serves to maintain the levelness of the scaffold. In order to ensure the levelness of the horizontal rigid member, for example, a turnbuckle may be provided on the suspension member 22 for adjustment. Each vertical bar 26 and each horizontal bar 2
4 are manufactured with the same shape and dimensions, so even if the scaffold is assembled by connecting them,
The horizontality of the scaffold board 28 is maintained. If it is assumed that tensile loads will only act on some of the vertical bars due to manufacturing errors in the dimensions of each member that makes up the scaffold, for example, turnbuckles may also be provided on the vertical bars to ensure that the scaffold is horizontal. What is necessary is to be able to adjust the degree and load distribution.

第4図に本実施例に係る足場を多段階に、かつ
2方向に組立てた状態を示す。足場の組立に当つ
ては、先づ図中左側に示す足場Aを組立てたの
ち、右側に示す足場Bを組立てる。足場Aおよび
足場Bにはそれぞれ最上部の水平剛部材38以外
に、複数段毎の中間位置に中間水平剛部材40が
設けられており、両足場A,Bの組立が完了した
のち、これらの水平剛部材38および中間水平剛
部材40を相互に連結する。必要に応じて、これ
らの水平剛部材に筋かい42,44を渡して、両
足場の結合を強める。上記の組立てをボイラ火炉
内の四周囲に行うことによつて、仮設足場の組立
が完成する。足場の各段への昇降には階段が必要
なので、前四周囲に設けた各面の足場のうち、少
くとも1つの面の足場には、第5図に示すように
垂直棒26と水平棒24とを連結した骨組みを2
列に並列して設ける。そして一側の骨組みには、
階段足場46を設けるとともに、両骨組みの間隙
部分には、中間足場板48を掛け渡す。
FIG. 4 shows a state in which the scaffold according to this embodiment is assembled in multiple stages and in two directions. When assembling the scaffolding, first assemble scaffold A shown on the left side of the figure, and then assemble scaffold B shown on the right side. In addition to the horizontal rigid member 38 at the top of each of Scaffold A and Scaffold B, an intermediate horizontal rigid member 40 is provided at an intermediate position between every multiple stages, and after the assembly of both Scaffolds A and B is completed, these The horizontal rigid member 38 and the intermediate horizontal rigid member 40 are interconnected. If necessary, braces 42 and 44 are provided across these horizontal rigid members to strengthen the connection between both scaffolds. By performing the above assembly around the four peripheries of the boiler furnace, the assembly of the temporary scaffolding is completed. Since stairs are required to go up and down each step of the scaffold, at least one of the four scaffolds provided on each side has a vertical bar 26 and a horizontal bar as shown in Figure 5. 24 and the skeleton connected to 2
Provided in parallel in rows. And on one side of the frame,
A stair scaffold 46 is provided, and an intermediate scaffold board 48 is spanned over the gap between both frames.

本実施例に係る足場はその組立に際しては上方
から下方に向けて一段毎に組立可能であり、解体
に際しては下方から上方に向けて一段毎に解体可
能である構造とされている。したがつて、組立に
際しては、上方位置に取付けるべき各足場部材を
作業性のよい、地上位置で組立てし、この足場を
順次一段毎に吊り上げつつ、同じく地上位置で後
段の足場部材を連結していけばよい。解体に際し
ては上記とは逆に、足場全体を吊り降しつつ、下
方から上方に向けて、同じく地上位置で各足場部
材を解体することができる。このため足場の組
立、解体に際して高所作業が少なくてすみ、安全
かつ容易に作業が行える。また、足場全体がボイ
ラの鉄骨架構から直接または間接的に吊り下げら
れる構造であるので、ボイラ火炉の底部の施工状
況とは無関係に足場を組立てることができる。こ
のため、上方から下方に向けて施工されるボイラ
火炉の施工工程に適合する。本足場の組立、解体
に当つては、火炉の施工状況が密接に関係する。
まず、組立に際しては、火炉の天上面に位置する
水管壁の施工が完了していることがきわめて好ま
しい。この天上面水管壁は第1図に示されるよう
に、火炉16と上屋14を仕切る。この天井面水
管壁15の施工前に、足場を組立てた場合には、
足場を吊るための吊り部材22が天井面水管壁1
5の施工に際して障害となる。すなわち、吊り部
材22は必要に応じて数10本吊り下げられるの
で、これらの吊り部材の位置を避けて、天井面水
管壁15を施工することは多くの困難を伴う。特
に、近年のボイラは数10本の水管を並列して一体
にしたパネル状のものを溶接する方法が多用され
ており、このようなパネル状の水管壁を用いる場
合には、吊り部材の存在は、天井面水管壁の施工
を実質上不可能にする。天上面水管壁15の施工
が完了したのちに、足場を組立てる場合には、水
管が延在する位置を避けて、吊り部材22の位置
を選択することができる。天井面がパネル状の水
管壁で構成される場合には、パネルの水管が位置
しないフイン部に切欠き穴を設け、この切欠き穴
に吊り部材15を貫通させる。切欠き穴は、パネ
ルを工場で内作する際に、または、現地で天井面
水管壁の施工が完了した際に、いずれの段階で設
けてもよい。換言するならば、本発明は従来、天
上面水管壁が存在するためにまつたく考えが及ば
なかつた吊り足場を、天上面水管の間を縫つて、
吊り部材を貫通させるという発想によつて技術的
実現性のあるものに高めたものであるともいえ
る。また、解体に際しては、足場を構成する個々
の部材が所定の寸法以内に分解可能であることが
きわめて好ましい。すなわち、火炉内に設ける足
場は少くとも火炉の気密テストが完了するまでは
設置される必要がある。この段階では、火炉はほ
ぼ密閉構造とされており、火炉の下部位置に設け
たマンホールが唯一の開口部となる。したがつ
て、足場を構成する各部材は、解体後このマンホ
ールから搬出可能な形状寸法であることが好まし
い。さもなければ、足場部材を搬出するための特
別の開口部を火炉の施工中または施工後に確保す
ることが必要となる。上記実施例に係る足場は、
第2図に示されるように、水平棒24、垂直棒2
6、足場板28を基本構成とするものであり、こ
れらの部材は直状の単純な形状のものであるか
ら、マンホールから容易に搬出できる。上記の観
点から、水平剛部材38や中間水平剛部材40も
ボルト締めなどの構造によつて分割可能であるこ
とが好ましい。
The scaffold according to this embodiment has a structure that can be assembled step by step from above to below, and disassembled step by step from below to above. Therefore, when assembling, each scaffolding member to be attached to an upper position is assembled at a position on the ground where workability is good, and while this scaffolding is lifted one stage at a time, connecting the scaffolding members of the subsequent stage at the same position on the ground. Just go. At the time of dismantling, contrary to the above, each scaffold member can be dismantled from below to above while suspending the entire scaffold, also at the ground position. Therefore, there is less need to work at heights when assembling and dismantling scaffolding, and the work can be done safely and easily. Furthermore, since the entire scaffold is suspended directly or indirectly from the steel frame of the boiler, the scaffold can be assembled regardless of the construction status of the bottom of the boiler furnace. Therefore, it is suitable for the construction process of a boiler furnace, which is constructed from the top to the bottom. The construction status of the furnace is closely related to the assembly and disassembly of this scaffolding.
First, when assembling, it is extremely preferable that the construction of the water pipe wall located on the top surface of the furnace is completed. This ceiling water pipe wall partitions the furnace 16 and the shed 14, as shown in FIG. If scaffolding is assembled before construction of this ceiling water pipe wall 15,
A hanging member 22 for hanging a scaffold is attached to the ceiling water pipe wall 1
It becomes an obstacle during the construction of 5. That is, since several dozen hanging members 22 are hung as necessary, it is difficult to construct the ceiling water pipe wall 15 while avoiding the positions of these hanging members. In particular, modern boilers often use a method of welding a panel-like structure in which several dozen water pipes are arranged in parallel and integrated, and when using such a panel-like water pipe wall, it is necessary to Their presence makes the construction of ceiling water pipe walls virtually impossible. When assembling the scaffolding after the construction of the ceiling water pipe wall 15 is completed, the position of the hanging member 22 can be selected to avoid the position where the water pipe extends. When the ceiling surface is composed of a panel-shaped water pipe wall, a cutout hole is provided in the fin portion of the panel where the water pipe is not located, and the hanging member 15 is passed through the cutout hole. The cutout holes may be provided at any stage, either when the panels are manufactured in-house at a factory or when construction of the ceiling water pipe wall is completed on-site. In other words, the present invention replaces the suspended scaffolding, which was conventionally inconceivable due to the presence of ceiling water pipe walls, by sewing between the ceiling water pipes.
It can be said that the idea of penetrating the hanging member has made it more technically viable. Furthermore, when disassembling the scaffold, it is extremely preferable that the individual members constituting the scaffold can be disassembled within predetermined dimensions. In other words, the scaffolding inside the furnace needs to be in place at least until the airtightness test of the furnace is completed. At this stage, the furnace has a nearly sealed structure, and the only opening is a manhole located at the bottom of the furnace. Therefore, it is preferable that each member constituting the scaffold has a shape and size that allows it to be carried out from this manhole after being dismantled. Otherwise, it will be necessary to provide special openings for the removal of the scaffolding elements during or after the construction of the furnace. The scaffolding according to the above example is
As shown in FIG. 2, a horizontal bar 24, a vertical bar 2
6. The scaffolding board 28 is the basic structure, and since these members have a straight and simple shape, they can be easily carried out from the manhole. From the above point of view, it is preferable that the horizontal rigid member 38 and the intermediate horizontal rigid member 40 are also separable by a structure such as bolt tightening.

以上述べたように、本発明に係るボイラ火炉内
の仮設足場は、組立および解体が容易であり、か
つ、吊り下げ構造とされるボイラ火炉の施工工程
に適合するものであるから、ボイラの建設に際し
て好適である。
As described above, the temporary scaffolding inside a boiler furnace according to the present invention is easy to assemble and dismantle, and is compatible with the construction process of a suspended structure of a boiler furnace. It is suitable for

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

第1図は循環ボイラに本発明に係る仮設足場を
適用した場合の概略構成を示す側面図、第2図は
本発明に係る仮設足場の基本構成を示す斜視図、
第3図は本発明に係る水平棒と垂直棒の連結機構
を説明するための分解斜視図、第4図は本発明に
係る仮設足場を2方向に組立てた状態を示す部分
斜視図、第5図は本発明に係る階段足場の構造を
例示する部分斜視図である。 10……鉄骨架構、12……天梁、16……火
炉、22……吊り部材、24……水平棒、26…
…垂直棒、28……足場板、38……水平剛部
材、40……中間水平剛部材。
FIG. 1 is a side view showing a schematic configuration when the temporary scaffolding according to the present invention is applied to a circulation boiler, and FIG. 2 is a perspective view showing the basic configuration of the temporary scaffolding according to the present invention.
FIG. 3 is an exploded perspective view for explaining the connection mechanism between the horizontal rod and the vertical rod according to the present invention, FIG. 4 is a partial perspective view showing the temporary scaffold according to the present invention assembled in two directions, and FIG. The figure is a partial perspective view illustrating the structure of the stair scaffolding according to the present invention. 10... Steel frame, 12... Sky beam, 16... Furnace, 22... Hanging member, 24... Horizontal bar, 26...
... Vertical rod, 28 ... Scaffolding board, 38 ... Horizontal rigid member, 40 ... Intermediate horizontal rigid member.

Claims (1)

【特許請求の範囲】 1 ボイラ火炉内の四周囲の側壁に添つて鉛直面
状に多階段に設けられる仮設足場において、 ボイラの四周囲の天梁から、吊り部材によつて
吊り下げられると共に、両端面が互いに連結さ
れ、最上層の足場となる水平剛部材と、 該水平剛部材に着脱自在に連結された2対以上
の垂直棒と、 両端に鍔付き突起を有し前記対になつた垂直棒
間に着脱自在に架け渡された水平棒と、 前記水平棒間に着脱自在に架橋された第二層の
足場板とから構成され、 第三層以下の足場を前記第二層と同様に垂直棒
と水平棒と足場板とから形成し、垂直棒を上層の
水平棒に着脱自在に連結したことを特徴としたボ
イラ火炉内の仮設足場。 2 前記足場はボイラ火炉内の四周囲に設けら
れ、相互に連結されると共に、少なくとも1つの
面の足場には、階段足場が設けられていることを
特徴とする特許請求の範囲第1項に記載のボイラ
火炉内の仮設足場。 3 前記ボイラ火炉内の四周囲に設けられた足場
は、各面の足場の同一高さの1または2以上の位
置に水平剛部材を有し、これらの水平剛部材が相
互に連結されたものであることを特徴とする特許
請求の範囲第2項に記載のボイラ火炉内の仮設足
場。
[Scope of Claims] 1. Temporary scaffolding installed vertically in multiple steps along the side walls around the four sides of the boiler furnace, which is suspended by hanging members from the ceiling beams around the four sides of the boiler, and A horizontal rigid member whose both end surfaces are connected to each other and serves as a scaffold for the top layer; two or more pairs of vertical bars removably connected to the horizontal rigid member; and the pairs of vertical rods having flanged protrusions at both ends. It is composed of a horizontal rod removably spanned between vertical rods, and a second layer of scaffolding boards removably bridged between the horizontal rods, and the third and subsequent layers of scaffolding are constructed in the same way as the second layer. Temporary scaffolding inside a boiler furnace, characterized in that it is formed from vertical rods, horizontal rods, and scaffolding boards, and the vertical rods are detachably connected to the horizontal rods on the upper layer. 2. According to claim 1, the scaffolds are provided around the four peripheries of the boiler furnace and are interconnected, and a step scaffold is provided on at least one side of the scaffold. Temporary scaffolding inside the boiler furnace described. 3 The scaffolding provided around the four peripheries of the boiler furnace has horizontal rigid members at one or more positions at the same height of the scaffolding on each side, and these horizontal rigid members are interconnected. Temporary scaffolding in a boiler furnace according to claim 2, characterized in that:
JP15256982A 1982-09-03 1982-09-03 Temporarily installed scaffold in boiler furnace Granted JPS5944504A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15256982A JPS5944504A (en) 1982-09-03 1982-09-03 Temporarily installed scaffold in boiler furnace

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15256982A JPS5944504A (en) 1982-09-03 1982-09-03 Temporarily installed scaffold in boiler furnace

Publications (2)

Publication Number Publication Date
JPS5944504A JPS5944504A (en) 1984-03-13
JPH0112906B2 true JPH0112906B2 (en) 1989-03-02

Family

ID=15543340

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15256982A Granted JPS5944504A (en) 1982-09-03 1982-09-03 Temporarily installed scaffold in boiler furnace

Country Status (1)

Country Link
JP (1) JPS5944504A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60170507U (en) * 1984-04-16 1985-11-12 バブコツク日立株式会社 Boiler vertical strap connection structure
JPS6114362A (en) * 1984-06-30 1986-01-22 バブコツク日立株式会社 Scaffold apparatus for work in furnace
JPH07113270B2 (en) * 1988-11-04 1995-12-06 日立プラント建設株式会社 Integrated hoisting method for scaffolding in boiler furnace
JPH0285202U (en) * 1988-12-12 1990-07-04
JP3154503B2 (en) * 1991-04-16 2001-04-09 三菱電機株式会社 Internal combustion engine control device
JP4154534B2 (en) 2005-09-20 2008-09-24 株式会社日立プラントテクノロジー Construction method for inspection of large boiler parts

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH077487U (en) * 1993-07-09 1995-02-03 株式会社寺田製作所 Mainspring dryer

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH077487U (en) * 1993-07-09 1995-02-03 株式会社寺田製作所 Mainspring dryer

Also Published As

Publication number Publication date
JPS5944504A (en) 1984-03-13

Similar Documents

Publication Publication Date Title
CN106013454A (en) Building based on large-space structure body and freestanding type external envelope structure as well as construction method
US8191257B2 (en) Method for assembling a steam generator
JP2007315732A (en) Installation method of boiler furnace wall
CN111894307A (en) Fully-assembled standardized temporary support structure and construction method
JPH0112906B2 (en)
JPH10266602A (en) Method of constructing plant building and module structure used for the construction
CN111335679A (en) A prefabricated heat-insulating steel bar processing plant and its construction method
JP3703096B2 (en) Temporary scaffolding for structure and construction method thereof
CN110748135B (en) Temporary operation platform system and construction method thereof
US20240328154A1 (en) Primary Shell Structure Consisting of Plane Load-bearing Modules Made of Elements and Assembly Methods
JP2002213077A (en) Construction method of set form for concrete wall and steel-made form used therefor
KR101220129B1 (en) Platform System for the Boiler Furnace Maintenance
JP6755102B2 (en) Construction method of the outer wall panel base and outer wall material
CN108914956A (en) Scaffold assembled support platform in a kind of rectangular open caisson of more piece
CN108824791A (en) Scaffold assembled support platform in a kind of more piece circular open caisson
CN115467534A (en) Method for constructing steel beams and floor slabs at positions of all-steel ultra-high-rise structure across post-cast strip in advance
JP2019112904A (en) Building construction method
JPS6320985B2 (en)
JP3022043B2 (en) Umbrella scaffold
JP7363523B2 (en) Beam end reinforcement structure
CN205875402U (en) Building based on big spatial structure body and free -standing outer protective structure
JP7363873B2 (en) How to renovate a building
SU806828A1 (en) Three-dimensional framework of prefabricated detachable low building
JP3845492B2 (en) Inspection method of furnace wall in boiler furnace hopper and construction method of work floor
SU1008391A1 (en) Method for erecting building with cantilevered floors