JP3080203B2 - Construction method of suspension scaffolding in steel frame construction - Google Patents
Construction method of suspension scaffolding in steel frame constructionInfo
- Publication number
- JP3080203B2 JP3080203B2 JP05034377A JP3437793A JP3080203B2 JP 3080203 B2 JP3080203 B2 JP 3080203B2 JP 05034377 A JP05034377 A JP 05034377A JP 3437793 A JP3437793 A JP 3437793A JP 3080203 B2 JP3080203 B2 JP 3080203B2
- Authority
- JP
- Japan
- Prior art keywords
- unit
- girder
- suspension
- frame
- hardware
- 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 - Fee Related
Links
Landscapes
- Movable Scaffolding (AREA)
Description
【0001】[0001]
【産業上の利用分野】鉄骨建方に於ける吊足場の施工法
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a suspension scaffold in a steel frame.
【0002】[0002]
【従来の技術】鉄骨建方は柱,大梁の架構建方を優先さ
せる手順をふむ。すなわち、先ず柱鉄骨,大梁鉄骨のみ
を先行して建方しておいてから、大梁架構グリッド面に
残してきた小梁架構の建方をとり行なう。この小梁架構
建方は、該グリッドに吊足場(安全ネット付)を設置し
ておいて行なわれる。従来の吊足場の設置は、既述の如
く柱鉄骨,大梁鉄骨が先行建方されている関係から、地
組み足場を揚重することは不可能なために現場で組立て
ねばならない。つまり、大梁鉄骨に吊り用チェーンを掛
け渡たしておいて、当該チェーン両端のフックに足場枠
材の単管を架け渡して空中にて枠組みをなし、この枠上
にネット、足場板を敷設する。また、払しは逆手順で行
なわれるもので、該チェーンで吊られた状態のもとで、
足場板、ネット、次いで単管が解体されるものとなって
いる。2. Description of the Related Art Steel frame construction involves a procedure of giving priority to frame construction of columns and girders. That is, first, only the column steel frame and the girder steel frame are erected first, and then the small beam frame left on the girder frame grid surface is erected. This small beam frame construction is performed with a suspension scaffold (with safety net) installed on the grid. The installation of the conventional suspension scaffold must be assembled at the site because it is impossible to lift the timber scaffolding because the pillar steel beam and the girder steel frame are pre-constructed as described above. In other words, a hanging chain is hung over a steel girder, a single tube of scaffolding frame material is hung over hooks at both ends of the chain to form a frame in the air, and a net and a scaffold plate are laid on this frame. I do. In addition, the payment is performed in a reverse procedure, and under the state of being suspended by the chain,
Scaffolds, nets, and single tubes are then dismantled.
【0003】[0003]
【発明が解決しようとする課題】叙上の従来の吊足場の
施工法にあっては、安全な作業足場を提供されない状態
での危険作業があまりにも多すぎる。すなわち、大梁上
での吊り用チェーンの掛け渡し取り付け、大梁から身を
のり出しての当該チェーン両端のフックへの単管の架け
渡し並びに単管交点の結合、この単管上でのネット、足
場板の敷設等であり、これは逆手順でなされる払し時に
も伴なう。尚、上記の吊り用チェーンの大梁への掛け渡
しは、掛け姿勢が悪い場合には吊り不整が生じるので、
慎重を要し手間がかかる。本発明は、従来の技術の有す
るこのような問題点に鑑みてなされたものであり、その
目的とするところは、安全な足場提供のもとで作業がな
し得て安全化がなされると共に作業が簡素化し得、しい
ては省人化された鉄骨建方に於ける吊足場の施工法を提
供しようとするものである。In the above-described conventional method of constructing a hanging scaffold, there is too much dangerous work without providing a safe working scaffold. That is, the hanging and attaching of the hanging chain on the girder, the hanging of the single pipe to the hooks at both ends of the chain after the body is protruded from the girder, and the connection of the single pipe intersection, the net and the scaffold on this single pipe Laying of a board, etc., which also accompany the payment in the reverse order. In addition, the suspension of the above-mentioned suspension chain to the girder may cause irregular suspension if the suspension posture is poor.
It takes time and effort. The present invention has been made in view of the above-mentioned problems of the related art, and an object of the present invention is to make it possible to perform work under the provision of a safe scaffold, thereby achieving safety and The present invention aims to provide a method for constructing a suspended scaffold in a steel frame erection which can be simplified, and thus laborsaving.
【0004】[0004]
【課題を解決するための手段】上記目的を達成するため
に、本発明における施工法は、大梁架構グリッドを覆う
大きさの吊足場(安全ネット付)を吊り込み可能な大き
さの分割ユニットからなるものに構成し、当該ユニット
を地組みすると共にこれに鉄骨取付吊金物に掛け通した
ところの所定の吊りチェーンを組付け、大梁架構完了で
直ちになされるこのユニットの吊り込み中に作業員を乗
り移らせて該金物の大梁鉄骨下フランジへの取付けをし
て各ユニットの設置をなし、各ユニットの払しは、ユニ
ットに止着したロープを該金物に掛け通して下階の打設
コンクリートスラブ上の作業員にもたせて支持した状態
のもとで、該金物を取りはずし、しかる後、該下階の作
業員のロープの繰り出し操作にてユニットを下階スラブ
上に降ろし、解体するとしたものである。In order to achieve the above object, a construction method according to the present invention comprises a dividing unit having a size capable of suspending a suspension scaffold (with a safety net) large enough to cover a girder frame grid. The unit is grounded, and a predetermined suspension chain that has been passed through a steel-framed mounting bracket is attached to this unit, and workers are suspended during the suspension of this unit immediately after the completion of the girder frame. Transfer and attach the hardware to the lower flange of the girder steel frame to install each unit, and pay for each unit by passing the rope fixed to the unit through the hardware and placing concrete on the lower floor. Remove the hardware while supporting it on the slab worker, and then lower the unit on the lower slab by pulling out the rope of the lower worker, and disassemble. Those were suppose.
【0005】[0005]
【作用】吊足場を形成する分割ユニットは地組みされる
ので、吊足場形成に際して何の危険もなくなる。そし
て、地組みしたユニットは上階の柱、大梁架構が建方さ
れる前に吊り込まれるので揚重持ち込みが可能となる。
この揚重支持のもとユニットに乗り移った作業員は楽な
姿勢のもとで鉄骨取付吊金物を大梁鉄骨下フランジに取
付けることで設置を完了してしまう。叙上の如く上階の
柱、大梁架構建方前に吊足場が設置されることになるこ
とは、落下養生ネットを設置したことになるので、いま
まで許容されることのなかった鉄骨建方中の下部作業が
可能となり、工事進行を著しく促がす。ユニットの払し
はロープの支持のもと金物を取りはずして下階スラブ上
に降ろし、ここで解体するので、全く安全であると共に
迅速になし得る。グリッドが同一である場合が多い等の
事情から地組みされるユニットは同形となる場合が多
く、地組み作業を合理的に行なうことができる。The divided units forming the suspension scaffold are grounded, so that there is no danger in forming the suspension scaffold. The erected units are suspended before the upper-floor pillars and girders are built, so that they can be lifted and carried.
The worker who has transferred to the unit under the lifting support completes the installation by attaching the steel-frame mounting suspension to the lower flange of the girder under a comfortable posture. As described above, the installation of the suspended scaffolding in front of the upper floor pillars and the girders frame construction means that the fall curing net was installed, so the steel frame construction which was not allowed until now The lower part of the work can be done, which greatly accelerates the construction. The removal of the unit, with the support of the rope, removes the hardware and lowers it on the lower slab, where it is dismantled, so that it can be done completely safely and quickly. Due to the fact that the grid is often the same, the units to be laid are often of the same shape, and laying work can be performed rationally.
【0006】[0006]
【実施例】実施例について図1〜図6を参照して説明す
ると、大梁架構グリッドを覆う大きさの吊足場(安全ネ
ット11付)を吊り込み可能な大きさに分割したところ
のユニット1は、地組みされると吊りチェーン2,…が
組付けられる。当該チェーンは予じめ鉄骨取付吊金物
3,…に掛け通されている。当該吊金物3は図6に詳示
されており、断面コの字形の基部3aの天板に締結用ボ
ルト3bを取り付けると共に底板に掛け通しリング3c
を一体設したもので、図示の如く該基部3aをH型鋼の
フランジに嵌入させたうえ、該締結用ボルト3bの締め
付けに由って組付くものである。該リング3cにはチェ
ーン4等が掛け通される。しかして、大梁5の架構が完
了したところで、レッカー6を介して前記のユニット1
が大梁架構グリッド内に吊り込まれてくると、大梁5上
の作業員7はユニット1上に乗り移り、吊金物3を大梁
5の下フランジに取付ける(図1,図2)。この際、吊
りチェーン2は地組み中に取付くべき大梁の種類に応じ
た長さのものが選定されているので、吊り不整は生じな
い。ユニット1の吊り込みでグリッドを覆い終えたとこ
ろでこの足場上で小梁8の吊り込み取合がなされる(図
3)。次いで、その本締めもとり行なう(図4)。払し
は、ロープ9をユニット1に止着し、他端を下階スラブ
10上の作業員7に支持させ、かかる作業員7の支持の
もとで吊金具3の取りはずし、次いでロープ9の繰り出
し操作にてゆっくりと降ろす(図5)。解体はスラブ1
0上で安全に行なえる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment will be described with reference to FIGS. 1 to 6. A unit 1 in which a suspension scaffold (with a safety net 11) large enough to cover a girder frame grid is divided into a size that can be suspended. , The suspension chains 2,... Are assembled. The chain is hung in advance on the steel-frame-mounted hanging hardware 3,. The hanging hardware 3 is shown in detail in FIG. 6, and a fastening bolt 3b is attached to a top plate of a base 3a having a U-shaped cross section, and a hanging ring 3c is hung on a bottom plate.
The base 3a is fitted into an H-shaped steel flange as shown in the figure and assembled by tightening the fastening bolts 3b. A chain 4 and the like are passed through the ring 3c. When the frame of the girder 5 is completed, the unit 1 is connected via the tow truck 6.
Is suspended in the girder frame grid, the worker 7 on the girder 5 moves onto the unit 1 and attaches the hanging hardware 3 to the lower flange of the girder 5 (FIGS. 1 and 2). At this time, since the length of the hanging chain 2 is selected in accordance with the type of the girder to be mounted in the groundwork, irregular hanging does not occur. When the unit 1 is completely covered with the grid, the beams 8 are suspended on the scaffold (FIG. 3). Next, the final tightening is performed (FIG. 4). In the wiping, the rope 9 is fixed to the unit 1, the other end is supported by the worker 7 on the lower slab 10, the hanging metal 3 is removed under the support of the worker 7, and then the rope 9 is removed. Lower slowly by the feeding operation (Fig. 5). Demolition is Slab 1
You can do it safely on 0.
【0007】[0007]
【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。足
場の組立、解体作業が大幅に簡素化、安全化するのみで
なく、作業工程が鉄骨建方完了後、吊足場落下防止養生
が完了するまで他の工程にかかれなかったものが、下部
作業が許容されることとなるために無駄の無い合理的工
程を組むことが可能となる。また、従来の吊りチェーン
は大梁に巻き付いて上面に載るデッキプレート等の支障
となっていたものが、本発明ではかかる不都合が解消さ
れるので、有利である。Since the present invention is configured as described above, it has the following effects. Not only does the assembling and dismantling of the scaffolding be greatly simplified and made safer, but the work process was not completed until the completion of the steel frame construction, and other processes were not carried out until the suspension scaffolding prevention prevention curing was completed. It is possible to set up a reasonable process without waste because it is allowed. Further, the conventional suspension chain, which has been hindered by a deck plate or the like wrapped around a girder and placed on the upper surface, is advantageous in the present invention since such inconvenience is solved.
【図1】本発明施工法の手順説明図である。FIG. 1 is an explanatory view of a procedure of the construction method of the present invention.
【図2】本発明施工法の手順説明図である。FIG. 2 is an explanatory view of a procedure of the construction method of the present invention.
【図3】本発明施工法の手順説明図である。FIG. 3 is an explanatory view of a procedure of the construction method of the present invention.
【図4】本発明施工法の手順説明図である。FIG. 4 is an explanatory view of a procedure of the construction method of the present invention.
【図5】本発明施工法の手順説明図である。FIG. 5 is an explanatory view of a procedure of the construction method of the present invention.
【図6】本発明が採用の吊金物の使用要領説明図であ
る。FIG. 6 is an explanatory view of how to use a hanging metal employed by the present invention.
1 ユニット 2 吊りチェーン 3 鉄骨取付吊金物 基部3a 基部3a 締結用ボルト3b 締結用ボルト3b 掛け通しリング3c 掛け通しリング3c 4 チェーン 5 大梁 6 レッカー 7 作業員 8 小梁 9 ロープ 10 下階スラブ 11 安全ネット DESCRIPTION OF SYMBOLS 1 Unit 2 Suspension chain 3 Steel frame mounting base 3a Base 3a Fastening bolt 3b Fastening bolt 3b Hanging ring 3c Hanging ring 3c 4 Chain 5 Large beam 6 Wrecker 7 Worker 8 Small beam 9 Rope 10 Lower floor slab 11 Safety Net
フロントページの続き (56)参考文献 実開 平4−59238(JP,U) 実開 平2−58547(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04G 3/10 Continuation of the front page (56) References JP-A-4-59238 (JP, U) JP-A-2-58547 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E04G 3 / Ten
Claims (1)
(安全ネット付)を吊り込み可能な大きさの分割ユニッ
トからなるものに構成し、当該ユニットを地組みすると
共に、これに断面コの字形の天板に締結用ボルトを取り
付けると共に底板に掛け通しリングを一体設したもの
で、H型鋼のフランジに嵌入させたうえ、該締結用ボル
トの締め付けに由って組付くとした鉄骨取付吊金物に掛
け通したところの所定の吊りチェーンを組付け、大梁架
構完了で直ちになされるこのユニットの吊り込み中に作
業員を乗り移らせて該金物の大梁鉄骨下フランジへの取
付けをして各ユニットの設置をなし、各ユニットの払し
は、ユニットに止着したロープを該金物に掛け通して下
階の打設コンクリートスラブ上の作業員にもたせて支持
した状態のもとで、該金物を取りはずし、しかる後、該
下階の作業員のロープを繰り出し操作にてユニットを下
階スラブ上に降ろし、解体するとしたことを特徴とする
鉄骨建方に於ける吊足場の施工法。1. A split scaffold (with a safety net) large enough to cover a girder frame grit is constituted by a divided unit which can be hung, and the unit is ground-structured and has a cross section having a cross section. Take the fastening bolts on the top plate
Attached with a ring through the bottom plate
Then, after fitting into the flange of the H-shaped steel,
Assemble the specified suspension chain that has been passed through the steel mounting suspension that was assembled by tightening the girder, and transfer the workers during the suspension of this unit immediately after the completion of the girder frame Each unit is installed by attaching the hardware to the lower flange of the girder steel frame, and each unit is laid out by hanging a rope fixed to the unit through the hardware and working on the concrete slab on the lower floor. The hardware is removed in a state where it is supported by a worker, and after that, the unit is lowered onto the lower slab by pulling out the rope of the lower floor worker, and disassembled. Construction method of suspension scaffolding in steel frame construction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05034377A JP3080203B2 (en) | 1993-01-29 | 1993-01-29 | Construction method of suspension scaffolding in steel frame construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05034377A JP3080203B2 (en) | 1993-01-29 | 1993-01-29 | Construction method of suspension scaffolding in steel frame construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06229116A JPH06229116A (en) | 1994-08-16 |
JP3080203B2 true JP3080203B2 (en) | 2000-08-21 |
Family
ID=12412484
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP05034377A Expired - Fee Related JP3080203B2 (en) | 1993-01-29 | 1993-01-29 | Construction method of suspension scaffolding in steel frame construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3080203B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009084920A (en) * | 2007-10-01 | 2009-04-23 | Ohbayashi Corp | Steel frame erection method and suspended scaffolding unit |
-
1993
- 1993-01-29 JP JP05034377A patent/JP3080203B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH06229116A (en) | 1994-08-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5097313B2 (en) | Suspended scaffold and its installation method | |
GB2112440A (en) | Scaffolding | |
CN105951599B (en) | High column mould bases integrated construction technique | |
JP3080203B2 (en) | Construction method of suspension scaffolding in steel frame construction | |
CN111519891A (en) | Anchor ring buckling type rigid outer frame wall connecting piece and construction method thereof | |
JPH0828068A (en) | Demolishing method for steel structured building | |
JP2001115422A (en) | Dismantling method of supporting for form fixed to concrete slab | |
JP3049300B2 (en) | Construction method of beam truss in building with overhead traveling crane | |
JPH1150653A (en) | Supporting frame of scaffold plate and fitting and removing method therefor and construction for reinforced concrete wall by use thereof | |
JPS6320985B2 (en) | ||
JP4027170B2 (en) | External scaffold device and construction method of external scaffold device | |
JP2893339B1 (en) | Perimeter scaffold of building | |
JP3452816B2 (en) | Temporary construction method of work scaffold for tower structure | |
JPS6322269Y2 (en) | ||
CN221119143U (en) | Safety operation platform for elevator well | |
CN212271577U (en) | Anchor ring fastening type rigid outer frame wall connecting piece | |
JP3100574B2 (en) | Suspended scaffold and its erection method | |
JP2961299B2 (en) | Inner scaffold for caisson, erection method and dismantling method | |
JP2551192B2 (en) | Integrated lifting method for piping | |
CN106382001A (en) | Parapet wall mold supporting frame capable of being moved and revolved | |
JP2779258B2 (en) | Roof lift-up method | |
JPH0881918A (en) | Pipe and construction method thereof | |
JP2876991B2 (en) | Steel frame method for high-rise buildings | |
JP2843042B2 (en) | Steel framing unit scaffolding method | |
JPS6137426B2 (en) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |