JPS6062365A - Building method of suspension scaffold and hanger used therein - Google Patents

Building method of suspension scaffold and hanger used therein

Info

Publication number
JPS6062365A
JPS6062365A JP16998883A JP16998883A JPS6062365A JP S6062365 A JPS6062365 A JP S6062365A JP 16998883 A JP16998883 A JP 16998883A JP 16998883 A JP16998883 A JP 16998883A JP S6062365 A JPS6062365 A JP S6062365A
Authority
JP
Japan
Prior art keywords
scaffold
hanging
suspended
scaffolding
support beam
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
JP16998883A
Other languages
Japanese (ja)
Inventor
神谷 泰彰
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.)
IHI Corp
Original Assignee
Ishikawajima Harima Heavy Industries 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 Ishikawajima Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP16998883A priority Critical patent/JPS6062365A/en
Publication of JPS6062365A publication Critical patent/JPS6062365A/en
Pending legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明はボイラー建設用足場とボイラー構造検査等を行
う足場どを兼用′し得るようにした吊足場の建造jr法
及び該り法にfil、: Ill !Jる吊L」に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to construction methods and methods for suspending scaffolding that can be used both as a scaffold for boiler construction and as a scaffold for inspecting boiler structures, etc.: Ill! Regarding "Juru Hanging L".

例えば事業用ボイラーにi13い((J、火炉側の据イ
」−[事のため仮設足場が必要である。而しC1゜従来
の据(=J工車用の仮設庁場は、予め炉壁管1′Xピー
スを溶接しておき、該ピースに1−1ツドやず1−ンを
介して足場を取付GJでいる1、シかしイ^から、斯か
る従来の仮設用足場では、炉壁の溶接等所定の作業が終
了しlζら′、、C場を外し、構造検査のためにピース
をガスにより切断、除ムし、新たに構造検査用の足場を
げ造する必要がある。
For example, a temporary scaffolding is required for a commercial boiler. The wall pipe 1' Once the prescribed work such as welding the furnace walls has been completed, it is necessary to remove the C field, cut the pieces with gas for structural inspection, remove the metal, and build a new scaffold for structural inspection. be.

従って、仮設足場の建造、撤去に多大の時間と手間を要
し、■IIの長期化やM 3m ::IスI−アップの
原因になっている。
Therefore, it takes a lot of time and effort to construct and remove the temporary scaffolding, which causes a prolonged period of ■II and an increase in M3m::IsuI-up.

本発明は、」−記観魚に鑑み、ボイラー建設用足場とボ
イラー構造検査等を行う足場とを兼用し得るようにし、
工期のり、0縮、高所での足場掛は作業と危険作業の軽
減、建設コストの低減等を図ることを目的としてなした
ものである。
The present invention is designed to be able to serve as both a scaffold for boiler construction and a scaffold for inspecting the boiler structure, in view of the above-mentioned fish watching.
The construction period, zero reduction, and scaffolding at high places were designed to reduce work and dangerous work, and to reduce construction costs.

本発明によれば、吊揚げるべき部材に取(=lけた吊金
具に犀場取付部伺を吊下げ、該足場取付部材に足場受梁
を介して足場を取(=Iけ、前記部材及び足場取イー1
部材を所定昂土冒させて該足場取付部材に下段の足場取
付部材を吊下げると共に該下段の足場取(1部材に足場
受梁を介して下段の足場を取付【プ、これを適宜繰返し
て吊足場1A問を建込しCいる1、従つC1溶接作業と
検査で別の足場を組む必要がないから、工期期間の短縮
、足場の掛り直しによる危険作業の軽減、建設コストの
低減等を図り得られる。
According to the present invention, a rhinoceros enclosure mounting part is hung from a hanging fitting that is attached to a member to be lifted, and a scaffold is attached to the scaffold mounting member via a scaffold support beam. Scaffold taker 1
The lower scaffold mounting member is suspended from the scaffold mounting member after the members are inflated to a predetermined level, and the lower scaffold is attached to the lower scaffold via the scaffold support beam. Since there is no need to erect a suspended scaffold 1A and separate scaffolding for C1 welding and inspection, the construction period is shortened, dangerous work is reduced by rehanging the scaffolding, construction costs are reduced, etc. It can be obtained by trying.

以下、本発明の実施例を図面を参照しつつ説明する。Embodiments of the present invention will be described below with reference to the drawings.

先ず、本発明の吊足場の建造/J法に使用りる火炉側壁
用の吊具Aについ−C第1図及び第2図により説明りる
First, the suspension tool A for the furnace side wall used in the hanging scaffold construction/J method of the present invention will be explained with reference to FIGS. 1 and 2.

垂直のガイド部材1の1端に一体的にブラケット2を固
着し、該ブラノノツ!・2に、軸心が水平方向に延びる
ピン3を介してit’ll l” Aを枢ン゛iし、ブ
ラケッ1−2の下端に固着した別の1ラケツ1〜5に前
記ピン3ど平行にビン穴6をη′説し、1ラケット2ど
ガーrト部4AIの連結部の近辺に。
The bracket 2 is integrally fixed to one end of the vertical guide member 1, and the bracket 2 is fixed to one end of the vertical guide member 1.・It'll l'' A is pivoted through the pin 3 whose axis extends in the horizontal direction, and the pin 3 is attached to another racket 1 to 5 fixed to the lower end of the bracket 1-2. The bottle holes 6 are parallel to each other and placed near the connecting part of the racket 2 and the guard part 4AI.

下方l\向(ノてIt!i斜さt! lyブ”ノ9ツ1
〜7をへの字状に固着し、該1ラクツトlに、6rr記
ビン3と平行に配設したピン8を介しC引張(49を枢
着し、前記ガイド部材1に4降自白な摺!II材10を
10;合せしめるど」しに摺動材10が力、イド部材1
から脱落しないよう、ガイド部4A1にストッパ4Gを
取付り、1と肋材10に平面的に!n−Cn−C前記ワ
ラクツ1同一方向へ突出さけたブラケツ1−11を固る
し、該プラケツ1−11に前記ピン8と平(jなピン1
2を介して圧縮材13を枢着し、該圧t16祠13の先
端と前記引張材9の先端をピン8,12と平行なピン1
4にJ、り枢着し、引張材9と圧縮材13の連結部に固
着したブラケッ+−1Sに、前記ピン14に対し交叉り
る方向へ向いたピン16を取付番ノ、該ピン16に、長
f方向が前記ピン14と箪行で且つ垂直平面内を回動し
得るJ:うにしたアーム17を枢着し、アーム11の両
端に、ピン14と平行な頭(’Jピン状の保合部材18
を取付1ノ、該係合部材18に足場取付部材19を吊り
下げ得るようにする。
Downward l\direction (not it! i diagonal t!
- 7 are fixed in the shape of a square, and C tension (49 is pivotally connected to the guide member 1 through a pin 8 arranged parallel to the bottle 3 marked 6rr) is applied to the 1 rack l. !When the II material 10 is put together, the sliding material 10 is applied with force, and the ID member 1 is
Attach a stopper 4G to the guide part 4A1 so that it does not fall off, and attach it to the ribs 10 and 1 in a flat manner! n-Cn-C A bracket 1-11 protruding in the same direction as the wall 1 is fixed, and a flat (j-shaped pin 1) is attached to the bracket 1-11 with the pin 8.
A compression material 13 is pivotally connected through a pin 12, and the tip of the compression material 13 and the tip of the tension material 9 are connected to a pin 1 parallel to the pins 8 and 12.
A pin 16, which faces in a direction intersecting with the pin 14, is attached to the bracket +-1S, which is pivoted to J and is fixed to the joint between the tension member 9 and the compression member 13. An arm 17 whose length f direction is parallel to the pin 14 and is rotatable in a vertical plane is pivotally mounted, and a head parallel to the pin 14 ('J pin shape) is attached to both ends of the arm 11. Retaining member 18
1, the scaffolding attachment member 19 can be suspended from the engagement member 18.

天井パネル20に溶接されたビーム21上に吊具ホルダ
ー22を取(”I tノ、該吊具ホルダー22にワイヤ
ーローブ23固定用のピン24を配設り−ると共にピン
25を介して前記滑車4と平行な滑車26を枢着し、吊
具ホルダー22の下部にピン25と平行に穿設孔を設け
、足場を吊揚げる場合には、ピン27を介して前記吊具
Δのブラケット5を吊具ホルダー22の穿設孔にピン2
1を介して吊下げ得るようにし、足場撤去時には、一端
をウィンチドラム等に固縛したワイヤー6−123を滑
車2G、4に巻掛け、(の他端をピン2+1に連結し得
るJ、うにする。
A hanging tool holder 22 is mounted on the beam 21 welded to the ceiling panel 20. A pin 24 for fixing the wire lobe 23 is provided on the hanging tool holder 22, and the A pulley 26 parallel to the pulley 4 is pivotally mounted, and a hole is provided in the lower part of the hanging tool holder 22 in parallel with the pin 25. When hoisting a scaffold, the bracket 5 of the lifting tool Δ is attached via the pin 27. Insert pin 2 into the hole in the hanging tool holder 22.
When the scaffolding is removed, a wire 6-123 with one end tied to a winch drum or the like is wound around the pulleys 2G and 4 (the other end can be connected to the pin 2+1 with a wire 6-123). do.

足場の吊揚げ+v1或いは撤去I1.7のl1iJれの
場合(・も、吊具Aは、第′1図に示づように、摺動材
10がガイド部材1の下端まで王降しくスI−ツバ4G
に当接し旦つ引張+A 9はへの°?状に聞き、圧縮材
13は横方向に向【ノ(突出しくいる。圧縮+AI3は
、ビン12側がピン14側よりも低い逆ハの字の状態に
41っているため、摺動伺10にはド向さの力が作用し
、従って使用中に圧縮材13亡引張材9が折り畳まれる
こと番よ/、1い。面しで、吊具△は、使用されない場
合は、第2図(二示づことく1;q肋材10がガイド部
(41に治−ン(L限まで18動せしめられ、引張材9
及びル綿4A13は傘のJ、うに折り畳まれ、アーム1
7は回動されでlj ii’j状態に位置している。
In the case of scaffold lifting +v1 or removal I1.7 l1iJ, the lifting tool A is used to lower the sliding material 10 down to the lower end of the guide member 1, as shown in Fig.'1. -Tsuba 4G
Once in contact with +A 9 °? When listening to the shape, the compressed material 13 protrudes in the horizontal direction. Compression + AI3 is in an inverted V-shaped state where the bottle 12 side is lower than the pin 14 side, so the sliding gap 10 A force is applied in the opposite direction, so that the compressive material 13 and the tensile material 9 are folded during use. 2.1: The q rib 10 is moved to the guide part (41) by 18 to the L limit, and the tension member 9
and le cotton 4A13 is the umbrella J, folded into the sea urchin, arm 1
7 has been rotated and is located in the lj ii'j state.

次に、本発明め吊足場の建込、lJ FM、LL−、使
用りる火炉萌後壁用の吊具A′について第3図により説
明すると、基本的な構造は吊L1△ど同じで・あり、引
張材9、圧縮材13、アーム17及びこれらを枢着する
各ビンの向きが第1図のものに対して90度向きがずれ
□ている。
Next, the hanging fixture A' for the rear wall of the furnace used for the erection of the hanging scaffold of the present invention, lJ FM, LL-, will be explained with reference to Fig. 3.The basic structure is the same for the hanging L1△. - Yes, the orientation of the tension member 9, compression member 13, arm 17, and each bin that pivotally connects them is shifted by 90 degrees from that shown in FIG.

又、本発明に使用するノーズ部(傾斜部)に使用する吊
具A“にプいて第4図及び第5図により説明りると、構
造は第1図に示す吊具Δ′と全く同じである。ただ、吊
具ホルダー22を取付【ノる場所が人11パネルに設け
たビームではなく、ノーズ28の部分に設けたビーム2
9上であるため、吊具A IIのブラケッ1〜2等がノ
ーズ28ど干渉し、従ってブラケット5を直接吊具ホル
ダー22に吊下げることができない。そこで、木吊具A
 JLの場合は、吊具ホルダー22にビン27を介して
ロッド30を吊下げ、該ロッド30の下端にビン31を
介してブラケット5を吊下げるようにしている。
Furthermore, when explaining the suspension tool A" used for the nose part (slanted part) used in the present invention with reference to FIGS. 4 and 5, the structure is exactly the same as the suspension tool Δ' shown in FIG. 1. However, the hanging tool holder 22 is attached to the beam 2 installed at the nose 28, not the beam installed at the person 11 panel.
9, the brackets 1 and 2 of the hanging tool A II interfere with the nose 28, and therefore the bracket 5 cannot be directly hung on the hanging tool holder 22. Therefore, wooden hanging tool A
In the case of JL, a rod 30 is suspended from the hanging tool holder 22 via a bottle 27, and a bracket 5 is suspended from the lower end of the rod 30 via a bottle 31.

尚、第1図〜第5図中同一のものには同一の符号が付し
である。
In addition, the same reference numerals are given to the same parts in FIGS. 1 to 5.

続いて、上記吊具△、ΔJ 、 A /lに吊下げられ
る足場取付部材19及び足場の詳細を第6図及び第7図
を−b参照しつつ説明する。
Next, details of the scaffold attachment member 19 and the scaffold suspended from the above-mentioned hanging tools Δ, ΔJ, and A/l will be explained with reference to FIG. 6 and FIG. 7 -b.

足場取付?i111J 19は例えば平鋼を加I L 
’U製作し、上下り向に適宜の間隔で取付穴33が設け
である。該取f]穴33は、下側は足場受梁34の係合
部類15接続ビン35の頭が入るよ・う、これら頭部の
径より人さくしCあり、L側は足場受梁34の保合部類
や接続ビン35の頭が1友けないよう、これら頭部の径
より小径で1′〕足場受梁34の係合部つ接続ビン35
の係合部より多少大1¥にしでdうる。又足場37には
複数のフック3Gが取イ11ノられ、該フック3Gが足
場受梁34に係合しiりる。」:うになっている。更に
手摺パイプ38はクランプ39を介し、足場受梁34と
同様にして足場取イ4部材19にIR付1ノ得るJ、う
にな・、)Cいる。
Installing scaffolding? i111J 19, for example, adds flat steel I L
It is manufactured by U and has mounting holes 33 at appropriate intervals in the vertical direction. The lower side of the hole 33 has a guard C from the diameter of these heads so that the head of the engagement part 15 of the scaffolding support beam 34 can be inserted, and the L side has a hole 33 that allows the head of the engagement part 15 of the scaffolding support beam 34 to enter. In order to prevent the heads of the retaining parts and the connecting bins 35 from becoming loose, the connecting parts of the scaffold support beams 34 and the connecting bins 35 are made with a diameter 1' smaller than the diameter of these heads.
It costs 1 yen a little more than the engaging part. Further, a plurality of hooks 3G are provided on the scaffold 37, and the hooks 3G engage with the scaffold support beams 34. ”: The sea urchin is turning. Furthermore, the handrail pipe 38 is attached to the scaffolding member 4 member 19 via the clamp 39 in the same way as the scaffold support beam 34.

次いで、吊足場の建造方法を第8図(イ)(ロ) (ハ
)をも参照しつ゛つ説明づる。
Next, the method for constructing a suspended scaffold will be explained with reference to Figures 8 (a), (b), and (c).

吊揚げるべさ天井パネル20をII!11所定位置に置
いて該天井パネル20に第81′X+ (−()に示号
J、うな吊揚げ用滑車ブ11ツク40を連結゛すると共
に所要数の出兵ホルダー22を人11バンル20のビー
ム21に取(=l Gブ、吊場げ用滑車711Jツク4
0にJ:り天井パネル20を地上から所定の高ざまで上
昇させ、吊具A、A’を開いて該吊具A、A’のブラケ
ット5のピン穴〇を吊具ホルダー22の穿設孔に合わせ
、ビン27を穿設孔及びビン穴6に挿入して吊RA、A
’を吊具ホルダー22に吊下げ、該吊具A、A’のアー
ム17両側部の保合部材18に足場取付部材19の最上
端部の取付穴33を嵌合せしめて該足場取付部材19を
吊具A、A’のアーム11に吊下げ、該足場取付部材1
9の穴33の所要位置に足場受梁34を嵌合せしめ、該
足場受梁34に足場37のフック36を係合せしめて足
場37を足場受梁34に取イ1け、又足場取イ]部材1
90足場37取付位四より:b上方の穴33にクランプ
39を嵌合せしめ、該クランプ39にf摺パイプ38を
取付ける(第6図、第7図、第8図(イ)参照)。
Hanging besa ceiling panel 20 II! 11 placed in a predetermined position and connected to the ceiling panel 20 with the 81' Take it to the beam 21 (=l Gb, hanging pulley 711J Tsuk 4
0J: Raise the ceiling panel 20 from the ground to a predetermined height, open the hanging tools A and A', and drill the pin holes of the brackets 5 of the hanging tools A and A' into the hanging tool holder 22. Insert the bottle 27 into the drilled hole and the bottle hole 6 according to the hole and hang it RA, A.
' is hung on the hanging tool holder 22, and the mounting holes 33 at the uppermost end of the scaffolding attachment member 19 are fitted into the retaining members 18 on both sides of the arms 17 of the hanging tools A and A'. The scaffold attachment member 1 is suspended from the arms 11 of the hanging tools A and A'.
Fit the scaffold support beam 34 into the required position of the hole 33 of 9, engage the hook 36 of the scaffold 37 to the scaffold support beam 34, and attach the scaffold 37 to the scaffold support beam 34. Part 1
90 Scaffolding 37 attachment position 4: Fit the clamp 39 into the hole 33 above b, and attach the f sliding pipe 38 to the clamp 39 (see Figs. 6, 7, and 8 (a)).

足場37及び手1習38は吊具A、A’の直下部だけで
なく吊具Δ、Δ間、A’ 、A’間、A、A’間にも取
イ]りるため、足場37及びf1習38は無端状に配設
される。
The scaffold 37 and the handle 38 are installed not only directly below the hanging tools A and A' but also between the hanging tools Δ and Δ, between A' and A', and between A and A'. and f1 38 are arranged in an endless manner.

最上端の足場取イ4部材19に足場37や手摺パイプ3
8を取付【ノたら、吊揚げ用H’l中ブ[1ツク40に
より天井パネル20、吊具A、A’ 、!上段の足場取
付部材Δ19、足場37、手摺パイプ38を所定の高さ
まで吊揚げ、1)0記足場取f4部(イ19のト端に接
続ビン35を介して第2段口の足場111! (=J部
材19を吊下げ、又前述と同様にして第2段目の足場取
付部vU19ニ足場受梁34、足J411 :S 7、
丁IB! ハイノ38等ヲ取付ケル(第8図<a>参!
s、>。
Scaffolding 37 and handrail pipe 3 are attached to the topmost scaffolding 4 member 19.
8 installed [notara, H'l middle block for lifting] [1 piece 40 allows ceiling panel 20, hanging tools A, A',! Lift the upper scaffolding attachment member Δ19, the scaffolding 37, and the handrail pipe 38 to a predetermined height. (=Hang the J member 19, and in the same way as above, attach the second stage scaffolding attachment part vU19 to the scaffold support beam 34, foot J411: S7,
Ding IB! Installing the Hyno 38 etc. (see Figure 8 <a>)!
s,>.

第2段目の足場取付部4419に足場受梁34や。The scaffold support beam 34 is attached to the second stage scaffold attachment part 4419.

足場37、手摺パイ138を取イづ番プたら、吊揚げm
Kl車ブ「Jツク40に、」、り更に吊11Δ、A′を
所定の高さまで吊上げ、上述と同様(、こして足場取付
部材19、足場受梁34、足場371丁1;11パーイ
ブ38 p、pを取付ける。而して、吊具A、A’の下
部に足場取付部′4A19、足jjA受梁34、足場3
7、丁1”! /< (138を所定の数串取伺IJる
と、吊具A、Δ′は最上方に達する1、にで、大月バン
ル20の仙のビーム41に、建屋天フ1から吊1・(J
られ゛(いイ)吊棒42を連結し、而しC1人月バンル
20及び吊足場の吊棒42に吊Tげ、最ト段の足楊取f
=J部材19、足場受梁34、足場37、手摺バイ13
8の取付けを行い、以上で吊足場×1は完成する(第8
図(ハ)参照)。
When the scaffolding 37 and the handrail pie 138 are lifted, hoist them up m
Kl car bar ``J Tsuk 40'', further hoist 11Δ, A' to a predetermined height, and as above (, Scaffold mounting member 19, scaffold support beam 34, scaffold 371 1; 11 perve 38 Attach p and p. Then, attach the scaffolding attachment part '4A19, the foot jjA support beam 34, and the scaffolding 3 to the lower part of the hanging tools A and A'.
7, 1"! / Hanging 1 from F1 (J
Connect the hanging rod 42, and then hang it to the hanging rod 42 of the C1 mangetsu bunru 20 and the hanging scaffolding T, and attach the topmost foot holder F.
=J member 19, scaffold support beam 34, scaffold 37, handrail by 13
8 installation is completed, and the hanging scaffold x 1 is completed (8th
(See figure (c)).

天井パネル20を吊場げることにより吊足場×1が完成
したら、吊場げ用滑川ブロック等により第6図に承り各
管壁43,44.45を吊場げ、作業員が足場31に乗
って溶接作業等を行う。
Once the hanging scaffold x 1 is completed by hanging the ceiling panel 20, each pipe wall 43, 44, 45 is hung as shown in Fig. 6 using Namegawa blocks for hanging, and the worker stands on the scaffold 31. Riding on it and doing welding work etc.

次にノーズ28の部分の吊足場のt mh法を第9図に
より説明すると、ノーズ28の部分に吊場げ用滑車ブロ
ック(図示せず)を連結り“るど共にノーズ28の部分
に突設したビーム29に所要数の吊具ホルダー22を取
(ql、J、吊場げ用滑車ブロックによりノーズ28の
部分を地上から所定高さまで1胃さけ、吊具A″を聞い
て、該r、〕貝Δ″をロッド30を介して吊具ホルダー
22に吊下げ、該吊具Δ″のアーム17両側部の係合部
材18に足場取付部材19を吊下げ、該足場取(=1部
材19に足場受梁34を取イ]【プるど共に該足場受!
234に足場31をフック36を介して取イづけ、又足
場31取伺位置よりも上方に手摺パイプ38をクランプ
39を介して取(=Jす、吊18げ用滑車ブ[l・ンク
にJ、リノーズ28の部分、吊具A″、最上段の足場取
付部月19、足場37等を所定高さまで1−弄さけ、し
かる後、第2段目の足場31取伺+A19、足場37、
手摺バイブ38等を取(jl IJ 、再びノーズ28
部、出口A LL等を1冒させ、上述した手順に従って
順次足場取イ]部材19、足場37、手摺パイ138等
を取(dける。而して、ノーズ28の部分が所定高ざま
で吊場げられ、最下段の足場取付部+A19、足場31
、手摺バrブ38等を取(=t fブれば、吊足場X。
Next, the tmh method of the suspended scaffolding at the nose 28 part will be explained with reference to FIG. 9. Attach the required number of hanging tool holders 22 to the installed beam 29 (ql, J). ,] suspend the shell Δ'' from the hanging tool holder 22 via the rod 30, hang the scaffolding attachment members 19 from the engaging members 18 on both sides of the arm 17 of the hanging tool Δ'', and attach the scaffolding (=1 member). Take the scaffolding support beam 34 to 19] [Purudo and the scaffolding support!
Attach the scaffold 31 to the 234 via the hook 36, and attach the handrail pipe 38 above the lifting position of the scaffold 31 via the clamp 39. J, Re-nose 28 part, hanging tool A'', top tier scaffold mounting part 19, scaffold 37, etc., are lowered to the specified height, and then the second tier scaffold 31 is removed + A19, scaffold 37,
Take the handrail vibrator 38 etc. (jl IJ, nose 28 again
1, exit A LL, etc., and remove the scaffolding member 19, scaffolding 37, handrail pipe 138, etc. in sequence according to the procedure described above.Then, the nose 28 part is suspended to a predetermined height. Scaffolding installation part + A19, scaffolding 31
, remove the handrail bar 38, etc. (=t f), then suspend the scaffolding X.

の建造は終了し、作業L1は吊足場×2に東−〕でノー
ズ28の下方に取(d IJられる管の溶接等の作業を
行うことができる。
Construction has been completed, and work L1 can be performed such as welding the pipes that will be installed below the nose 28 on the suspended scaffold x2.

なお、吊足場X+ 、Xlの1「υの足場と上段の足場
間には、図示しU<iいが 部に階段が設けであるから
、溶接部! ”:’;に際しCの作業員の界+aには何
等支FOが4゛い。
In addition, since there is a staircase between the suspended scaffold X+, Xl's 1"υ scaffold and the upper scaffold at the part U<i" in the diagram, the welding part! There are 4 branches FO in the field +a.

溶接作業等所定の作業が終?L’U立会い検査9jう場
合にも、上記吊足場X1.X、・を利用して8笛の溶接
部の目視による検査雪を行う。
Has the prescribed work such as welding work been completed? Also in the case of L'U witness inspection 9j, the suspended scaffolding X1. Perform a visual inspection of the welded parts of the 8 pipes using X and ·.

吊昆j只の解体を行う場合には、次のJ:うな手順で作
業を行う。すなわち、吊具A、A’の場合には、先ずウ
ンイヂから繰出しlζワイA?−ロープ23を滑車26
,4に巻掛けたうえその端部をピン24に固定し、ピン
27を抜いて用具A、A’ のプラケッ1へ5を吊具ボ
ルダ−22から外し、ワイA7−ロープ23を繰出づ゛
。このため、吊具A、Δ′が下降して吊足場X1全体が
F降し、最下段の足場37が地」:に接近リ−る。そこ
で、作業員が最下段の手摺パイプ38、足場37、足場
受梁34、足場取付部材19を外して撤去し、ワイA7
−ロープ23を繰出して吊足場XIを更にト降させ、下
から2段目の手摺パイプ38、足場37、足場受梁34
、足場取付部材19を外して撤去し、更に又ワイA7−
ロープ23を繰出して吊足場×1を下降させ、以下前述
と同様の手順で手摺パイプ38、足場37、足場受梁3
4、足場取付部月19を外づ。而して、吊足場×1が最
下部まで下降したらビン24を抜き、ワイヤーロープ2
3を滑車4がら外し、吊具A、A’ を折り畳んで下部
マンボール等がら外部へ搬出Jる。
When dismantling a suspended structure, follow the steps below. That is, in the case of hanging tools A and A', first let out from the unwidth lζW A? - rope 23 to pulley 26
, 4, fix the end to the pin 24, pull out the pin 27, attach it to the placket 1 of tools A and A', remove 5 from the hanging tool boulder 22, and let out wire A7-rope 23. . Therefore, the hanging tools A and Δ' are lowered, and the entire suspended scaffolding X1 is lowered, and the lowest scaffolding 37 approaches the ground. Therefore, a worker removed and removed the lowest handrail pipe 38, scaffold 37, scaffold support beam 34, and scaffold attachment member 19, and
- Let out the rope 23 to further lower the suspended scaffolding
, remove and remove the scaffolding attachment member 19, and then remove it again.
Let out the rope 23 to lower the suspended scaffold x 1, and then follow the same procedure as above to attach the handrail pipe 38, scaffold 37, and scaffold support beam 3.
4. Remove the scaffold mounting part 19. Then, when the suspended scaffold x 1 descends to the lowest position, remove the bottle 24 and attach the wire rope 2.
3 from the pulley 4, fold up the hanging tools A and A', and transport the lower man ball etc. to the outside.

吊足場×2を解体する場合には滑車26,4にワイヤー
ロープ23を川・【Jた後、ピン31を吊1遍Δ″のブ
ラケッ1〜5J:り抜ぎ、用足J″AX+の場合と同様
にしく解(ホイ′1′2を行う1゜定期点検時には吊具
A、A’、A″をマンボールJ、リボイラー内に持込み
、大月パネル20やノーズ28の所定の位置に予め穴を
あけC吊具ホルダー22に滑車26,4どワイ′17−
ローノ23を111・GJ、吊具A、A’、A″を吊手
げ、該吊具A、A’。
When dismantling 2 suspended scaffolds, connect the wire rope 23 to the pulleys 26 and 4, hang the pins 31 once, and then attach the brackets 1 to 5J: Hollow out and use the foot J''AX+. In the same manner as in the case (1) When performing periodic inspections (hoi'1'2), bring the hanging tools A, A', and A'' into the man-ball J and reboiler, and place them in the designated positions on the Otsuki panel 20 and nose 28. Drill a hole in advance and attach the pulley 26 and 4 to the C hanging tool holder 22.
111・GJ for Rono 23, hang the hanging tools A, A', A'', and the hanging tools A, A'.

A″に前述と同様に順次吊足場を11゛1揚げながら、
所定の足場を建造し、ビン27を吊具A、A’ のブラ
/7ツト5のビン穴6に差込むことにより吊具ホルダー
22に固定しC吊足場を1n干げ、吊足場の足場に乗っ
て種々の作5″′、を(1つことかでさる。
While hoisting the suspended scaffolds 11゛1 to A'' in the same way as above,
Build a specified scaffold, fix it to the hanging tool holder 22 by inserting the bottle 27 into the bottle hole 6 of the bracket 5 of hanging tools A and A', dry 1n of hanging scaffolding C, and remove the scaffold of the hanging scaffold. Riding on the train, he performed various works 5'' (one thing or two).

なお、本発明は[述の実施例に限定される(Jのではな
く、本発明の要旨を逸1B2 t、ない範囲内で種々変
更を加え(7ることは勿論(:d9る。。
It should be noted that the present invention is not limited to the embodiments described above, and that various changes may be made without departing from the gist of the present invention.

本発明の吊足場の建造り法及び該り法を二使用する吊具
によれば、下肥のごとき種々の優れた効果を奏し得る。
According to the hanging scaffold construction method of the present invention and the hanging tool that uses both the hanging method, various excellent effects such as fertilization can be achieved.

(D 足場は吊具に取付けているため、炉壁の溶接作業
も官庁の立会い検査ら同じ吊足場で行うことができ、一
旦組立てた溶接作業の用の足場を検査用の足場と組替え
る必要がない。
(D) Since the scaffolding is attached to a hanging tool, welding work on the furnace wall can be carried out on the same suspended scaffolding as well as inspections attended by government offices, and it is necessary to replace the scaffolding used for welding work once assembled with the scaffolding used for inspection. There is no.

従って高所での危険な組替作深を無くし、工期の短縮、
建設コストの低減等を図ることができる。
Therefore, dangerous recombination depth at high places is eliminated, construction period is shortened,
It is possible to reduce construction costs.

<ff) 吊具は折り畳みが可能であるからボイラー内
外への搬入、搬出を容易に行うことができ、作業性が良
好になる。又、運搬性にJj tJる、ハンドリング及
び輸送効率も向上し輸送費の低減を図ることができる。
<ff) Since the hanging tool is foldable, it can be easily carried into and out of the boiler, improving work efficiency. In addition, transportability, handling and transportation efficiency are improved, and transportation costs can be reduced.

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

第1図は本発明の方法に使用する吊具の説明図、第2図
は第1図の吊具を折り畳んだ状態を示す説明図、第3図
は本発明の方法におい′C笹1図の吊具を使用する面と
は向きが90度異なる面に使用する吊具の説明図、第4
図は本発明の方法においてノーズ部に使用する吊具の説
明図、第5図は第4図のv−v方向矢視図、第6図は本
発明の方法に使用する吊足場の全体斜視図、第7図は第
6図の吊足場の足場取付部材の部分の拡大斜視図、第8
図(イ)(ロ) (ハ)は第6図に示す吊足場を建造す
る場合の本発明の詳細な説明図、第9図はノーズ部の吊
足場を建造する場合の本発明の詳細な説明図である。 図中1はガイド部材、4は滑車、9は引張材、10は摺
動材、13は圧縮材、17はアーム、18は係合部月、
19は足場取付部材、20Iよ天井パネル、21はビー
ム、22は吊具ホルダー、26は滑車、28はノーズ、
30はロッド、34は足場受梁、36はフック、31は
足場、38は手摺パイプ、A、A’ 。 A LLは吊具、X+ 、X2は吊足場装置を示゛す。 第3m 22 第8 (イ) (ロ) J / 37 37 図 (ハ) /
Fig. 1 is an explanatory diagram of the hanging tool used in the method of the present invention, Fig. 2 is an explanatory diagram showing the hanging tool in Fig. 1 in a folded state, and Fig. 3 is an explanatory diagram of the hanging tool used in the method of the present invention. Explanatory diagram of the hanging tool used on a surface that is 90 degrees different from the surface on which the hanging tool is used, Part 4
The figure is an explanatory diagram of the hanging tool used for the nose part in the method of the present invention, Figure 5 is a view taken along the v-v direction of Figure 4, and Figure 6 is an overall perspective view of the hanging scaffold used in the method of the present invention. 7 is an enlarged perspective view of the scaffold attachment member of the suspended scaffold shown in FIG. 6, and FIG.
Figures (A), (B), and (C) are detailed explanatory diagrams of the present invention when constructing a suspended scaffold shown in Figure 6, and Figure 9 is a detailed explanatory diagram of the present invention when constructing a suspended scaffold for the nose section. It is an explanatory diagram. In the figure, 1 is a guide member, 4 is a pulley, 9 is a tension member, 10 is a sliding member, 13 is a compression member, 17 is an arm, 18 is an engaging portion,
19 is a scaffold mounting member, 20I is a ceiling panel, 21 is a beam, 22 is a hanging tool holder, 26 is a pulley, 28 is a nose,
30 is a rod, 34 is a scaffold support beam, 36 is a hook, 31 is a scaffold, 38 is a handrail pipe, A, A'. ALL indicates a hanging tool, and X+ and X2 indicate a hanging scaffolding device. 3rd m 22 8th (a) (b) J / 37 37 Figure (c) /

Claims (1)

【特許請求の範囲】 1)吊場げるべき部)4に所要の吊具を介して吊下げら
れた垂直に延びる足場取付部材に足場受梁を介して足場
を取付りた後、吊場げるべき部材を所定用上昇させるこ
とにより前記足場取付部材及び足場を所定量上昇さけ、
該足場取付部材の°F部にF段の足場取付部材を吊下げ
るど共に該下段の足場取イ」部材に足場受梁を介して下
段の足場を取付けることを特徴とする吊足場の建造方法
。 2) 吊場げるべき部材に吊下げ得るようにした垂直部
材の上方に、上下へ揺動し得る一対の第1の部材を、問
いた場合に略への字状になるよう枢着すると共に、前妃
垂直部伺に上下へ摺動し得るよう嵌合せしめた金物に、
開いた場合に略への字状になるよう第2の部材を上下に
揺動し得るよう枢着し、該第2の部材の先端ど第1の部
Hの先端と4・41ス若し、該第1の部材と第2の部材
との(ゼロ部の近傍に。 平面的に見−(第1の部(4及び第2の部材にi−“」
交する方向へ延びるアームを上トに回動し得るj:う枢
着し、該アームの両端に足場取(−17jII祠を吊ト
げ得るよう係合部を設置プたことを特徴どりる吊足場の
建造に使用りる吊[!、。
[Scope of Claims] 1) Part to be hung) After attaching the scaffold via the scaffold support beam to the vertically extending scaffold attachment member suspended from 4 via the necessary hanging tools, the hanging area is attached. Avoid raising the scaffold attachment member and the scaffold by a predetermined amount by raising the member to be lifted by a predetermined amount,
A method for constructing a suspended scaffold, characterized in that a scaffold mounting member of the F stage is suspended from the °F part of the scaffold mounting member, and at the same time, a lower stage scaffold is attached to the lower stage scaffolding member via a scaffold support beam. . 2) A pair of first members that can swing up and down are pivotally mounted above a vertical member that can be suspended from the member to be hung, so that they form a substantially rectangular shape when asked. At the same time, there is a metal fitting fitted to the front vertical part so that it can slide up and down.
The second member is pivotally mounted so as to be able to swing up and down so that it takes on a substantially U-shape when opened, and the tip of the second member is connected to the tip of the first part H by 4.41 squares or , of the first member and the second member (in the vicinity of the zero part. In plan view, the first part (4 and the second member i-")
It is characterized by the fact that the arms extending in the intersecting directions are pivotally attached to the top and that engaging parts are installed at both ends of the arms so that the shrine can be hung. Hanging used for construction of suspended scaffolding [!,.
JP16998883A 1983-09-14 1983-09-14 Building method of suspension scaffold and hanger used therein Pending JPS6062365A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16998883A JPS6062365A (en) 1983-09-14 1983-09-14 Building method of suspension scaffold and hanger used therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16998883A JPS6062365A (en) 1983-09-14 1983-09-14 Building method of suspension scaffold and hanger used therein

Publications (1)

Publication Number Publication Date
JPS6062365A true JPS6062365A (en) 1985-04-10

Family

ID=15896512

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16998883A Pending JPS6062365A (en) 1983-09-14 1983-09-14 Building method of suspension scaffold and hanger used therein

Country Status (1)

Country Link
JP (1) JPS6062365A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010090633A (en) * 2008-10-09 2010-04-22 Nikken Fence & Metal:Kk Prefabricated work platform for cylindrical concrete structure
EP4063588A1 (en) * 2021-03-26 2022-09-28 Peri Ag Connecting member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010090633A (en) * 2008-10-09 2010-04-22 Nikken Fence & Metal:Kk Prefabricated work platform for cylindrical concrete structure
EP4063588A1 (en) * 2021-03-26 2022-09-28 Peri Ag Connecting member

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