JPH0554745U - Temporary scaffolding - Google Patents

Temporary scaffolding

Info

Publication number
JPH0554745U
JPH0554745U JP11279591U JP11279591U JPH0554745U JP H0554745 U JPH0554745 U JP H0554745U JP 11279591 U JP11279591 U JP 11279591U JP 11279591 U JP11279591 U JP 11279591U JP H0554745 U JPH0554745 U JP H0554745U
Authority
JP
Japan
Prior art keywords
building
scaffold
vertical
scaffolds
vertical member
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
JP11279591U
Other languages
Japanese (ja)
Other versions
JP2573998Y2 (en
Inventor
弘太 上野
善雄 佐藤
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.)
Shimizu Corp
Original Assignee
Shimizu Corp
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 Shimizu Corp filed Critical Shimizu Corp
Priority to JP1991112795U priority Critical patent/JP2573998Y2/en
Publication of JPH0554745U publication Critical patent/JPH0554745U/en
Application granted granted Critical
Publication of JP2573998Y2 publication Critical patent/JP2573998Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

(57)【要約】 【目的】 利用者に不安感を与えることがなく、設置が
安定する仮設足場を提供する。 【構成】 上下に位置しているバルコニーWa,Wbに
足場1,1aをそれぞれ取付け、両足場の垂直材13間
を建地2で連結すると共に、建地間をふれ止め材4によ
り連結するものである。各足場1,1aは、水平材1
1,11aの一端に設けてある吊り材12,12aと他
端に設けてある垂直材13とを備えている。
(57) [Summary] [Purpose] To provide temporary scaffolding that is stable and does not give the user a feeling of anxiety. [Structure] Scaffolds 1 and 1a are attached to the balconies Wa and Wb located above and below, respectively, and the vertical members 13 of both scaffolds are connected by the building site 2, and the building sites are connected by the anti-sway member 4. Is. Each scaffold 1, 1a is a horizontal member 1
The hanging members 12 and 12a provided at one end of the vertical members 1 and 11a and the vertical member 13 provided at the other end are provided.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial application]

この考案は、躯体の張り出し部分に取り付ける仮設足場に関するものである。 The present invention relates to a temporary scaffold attached to a projecting portion of a body.

【0002】[0002]

【従来の技術】[Prior Art]

従来より、バルコニーのように躯体に張り出し部分をもつ建物の外装仕上げ用 の仮設足場として、吊り枠足場があり、手すり材を設けたものがある。 Conventionally, as a temporary scaffold for exterior finishing of a building that has a projecting part on the body such as a balcony, there are hanging frame scaffolds and handrails.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

従来例によると、手すり材がバルコニーから見ると低く、足場の利用者に不安 感を与える問題があった。 According to the conventional example, the handrail material is low when viewed from the balcony, and there is a problem that the users of the scaffold feel uneasy.

【0004】 この考案の目的は、利用者に不安感を与えることがなく、設置が安定する仮設 足場を提供することにある。An object of the present invention is to provide a temporary scaffolding which is stable in installation without giving the user a feeling of anxiety.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

この考案に係る仮設足場は、建物躯体の上下に間隔を置いて位置している張り 出し部分にそれぞれ取り付けてある足場と、上下の足場を連結している建地と、 建地間を連結するふれ止め材とを具備しているものである。上記各足場は、水平 材の一端に設けてある吊り材と他端に設けてある垂直材とを組合わせて構成され ている。上記建地は、下端でピンなどのような連結部材を介して上記下方の足場 の垂直材と離脱可能に連結され、上端で上方の足場の垂直材の下端と離脱可能に 連結されている。 The temporary scaffold according to the present invention connects the scaffolds that are respectively attached to the overhanging portions located above and below the building frame, the building that connects the upper and lower scaffolds, and the building sites. It is equipped with an anti-sway material. Each of the above-mentioned scaffolds is constructed by combining a suspension member provided at one end of a horizontal member and a vertical member provided at the other end. The building is detachably connected at its lower end to a vertical member of the lower scaffold via a connecting member such as a pin, and is detachably connected to an upper end of the vertical member of the upper scaffold at its upper end.

【0006】[0006]

【作用】[Action]

上下に位置している足場の垂直材間は建地により結合され、また建地間はふれ 止め材により連結され、縦横に部材が結合されることになり、張り出し部分の外 側に仮設足場が安定した状態で設置されることになる。 The vertical materials of the scaffolds located above and below are connected by the building site, and the building sites are connected by the anti-sway material, and the members are connected vertically and horizontally, and the temporary scaffolding is located outside the overhanging part. It will be installed in a stable state.

【0007】[0007]

【実施例】【Example】

以下この考案の実施例を図面を参照して説明する。 An embodiment of the present invention will be described below with reference to the drawings.

【0008】 図1において、躯体Wから張り出したバルコニーWa,Wbが上下において間 隔を置いて位置し、バルコニーWa,Wbの各先端部に足場1,1aを取り付け ている。In FIG. 1, balconies Wa and Wb projecting from a skeleton W are located at intervals in the vertical direction, and scaffolds 1 and 1a are attached to the tip ends of the balconies Wa and Wb.

【0009】 下方の足場1の構成を説明すると、この足場はそれぞれ鋼管からなる水平材1 1と吊り材12と垂直材13とを組合わせたものである。水平材11の一端(図 1右端)にこれと直交する方向に吊り材12を取り付けてあって、この吊り材の 下端と水平材11の中間とを補強材14で連結している。また吊り材12の下端 に斜め材15の下端を結合して、両者を補強材16で結合している。吊り材12 及び斜め材15の上端部に吊りジョイント17を取り付けてあり、各吊りジョイ ントは、バルコニーWaの下面にインサート18を介して取り付けられている。 垂直材13は、水平材11の他端にこれと直交するように設けられている。垂直 材13の中間部に中さん用のロープ通し材19を設けている。The structure of the lower scaffold 1 will be described. This scaffold is a combination of a horizontal member 11 made of steel pipes, a hanging member 12 and a vertical member 13. A suspending member 12 is attached to one end (the right end in FIG. 1) of the horizontal member 11 in a direction orthogonal to this, and the lower end of this suspending member and the middle of the horizontal member 11 are connected by a reinforcing member 14. Further, the lower end of the slant member 15 is connected to the lower end of the suspending member 12, and the both are connected by the reinforcing member 16. Suspending joints 17 are attached to the upper ends of the suspending members 12 and the diagonal members 15, and each suspending joint is attached to the lower surface of the balcony Wa via an insert 18. The vertical member 13 is provided on the other end of the horizontal member 11 so as to be orthogonal to it. In the middle of the vertical member 13, a rope threading member 19 for the middle man is provided.

【0010】 上方の足場1aの構成は、上記足場1のそれと実質的に同一であり、構成部分 を示す符号には足場1と対応する部分の符号に「a」を付している。The configuration of the upper scaffold 1 a is substantially the same as that of the above-mentioned scaffold 1, and the reference numerals indicating the constituent parts are denoted by “a” in the reference numerals of the parts corresponding to the scaffold 1.

【0011】 下方の足場1と上方の足場1aとの間は建地2によって連結されている。建地 2は、図1及び図2に示すように鋼管からなり、上記建地の下部には対向的にプ レス加工によって突起状のストッパ21,21を形成してある。建地2の中間部 にクランプ3を取り付けてある。クランプ3は、建地2と図1紙面に垂直方向に 隣接している建地とを連結している単管パイプからなるふれ止め材4を把持して いる。The lower scaffold 1 and the upper scaffold 1a are connected by a building 2. The building 2 is made of a steel pipe as shown in FIGS. 1 and 2, and projecting stoppers 21 and 21 are formed on the lower part of the building by a press process so as to face each other. A clamp 3 is attached to the middle of the building 2. The clamp 3 holds the anti-vibration material 4 made of a single pipe that connects the building 2 and the building adjacent in the direction perpendicular to the plane of FIG.

【0012】 ここで建地2と足場1,1aの垂直材13,13aとの連結状態を説明する。[0012] Here, the connection between the building 2 and the vertical members 13, 13a of the scaffolds 1, 1a will be described.

【0013】 建地2の下端部と足場1の垂直材13とは連結部材である連結部材5を介して 連結されている。連結部材5は、図1及び図3に示すようにパイプ本体の中央部 にカラー51を取り付け、このカラーにはカラーを貫通しているピン状のハンド ル52を固着してある。連結部材5には、その上下両端部側に長孔状の取付け孔 53を開けてある。連結部材5のカラー51の下方部は垂直材13に挿入され、 垂直材の上端部はカラー51に当接されている。連結部材5の取付け孔53と垂 直材13の取付け孔(図示せず。)とを固定ピン6が貫通して連結部材5が垂直 材13から抜け出ないようにしている。連結部材5のカラー51の上方部は建地 2の下部に挿入されて、建地2の下端面はカラーに当接されている。The lower end of the building 2 and the vertical member 13 of the scaffold 1 are connected via a connecting member 5 which is a connecting member. As shown in FIGS. 1 and 3, the connecting member 5 has a collar 51 attached to the center of the pipe body, and a pin-shaped handle 52 penetrating the collar is fixed to this collar. The connecting member 5 is provided with elongated mounting holes 53 on both upper and lower ends thereof. The lower part of the collar 51 of the connecting member 5 is inserted into the vertical member 13, and the upper end of the vertical member is in contact with the collar 51. The fixing pin 6 penetrates the mounting hole 53 of the connecting member 5 and the mounting hole (not shown) of the vertical member 13 to prevent the connecting member 5 from coming out of the vertical member 13. The upper part of the collar 51 of the connecting member 5 is inserted in the lower part of the building 2, and the lower end surface of the building 2 is in contact with the collar.

【0014】 また建地2の上端部に結合部材7を接続してある。結合部材7の上部は上方の 足場1aの垂直材13aの下部に挿入されている。A connecting member 7 is connected to the upper end of the building 2. The upper part of the coupling member 7 is inserted into the lower part of the vertical member 13a of the upper scaffold 1a.

【0015】 次に仮設足場の組立てを説明する。 まず下方のバルコニーWaの先端に足場1を取り付ける。ついで、垂直材13 に連結部材5の下部を挿入し、ハンドル52によって連結部材5を回し、取付け 孔53を通じて、固定ピン6により垂直材と連結部材を固定する。その後、連結 部材5の上部に建地2の下部を挿入し、建地を垂直材13上に起立させる。そし てクランプ3を利用して、ふれ止め材4で建地間を連結する。その後、上方のバ ルコニーWbに足場1aを取り付け、垂直材13aを建地2の結合部材7に挿入 して、組立を終える。Next, the assembly of the temporary scaffold will be described. First, the scaffold 1 is attached to the tip of the lower balcony Wa. Then, the lower portion of the connecting member 5 is inserted into the vertical member 13, the connecting member 5 is rotated by the handle 52, and the vertical member and the connecting member are fixed by the fixing pin 6 through the mounting hole 53. Then, the lower part of the building 2 is inserted into the upper part of the connecting member 5, and the building is erected on the vertical member 13. Then, the clamps 3 are used to connect the building sites with the anti-sway material 4. After that, the scaffold 1a is attached to the upper balcony Wb, the vertical member 13a is inserted into the joining member 7 of the building 2, and the assembly is completed.

【0016】 解体作業は、建地2,下方の足場1及び上方の足場1aの順に解体する。In the dismantling work, the building 2, the lower scaffold 1 and the upper scaffold 1a are disassembled in this order.

【0017】[0017]

【考案の効果】[Effect of the device]

この考案によれば、上下の足場の垂直材間を建地で連結し、ふれ止め材で建地 間を連結しているので、使用者の不安感の解消を図れ、足場の設置が安定する。 According to this invention, the vertical timbers of the upper and lower scaffolds are connected by the building site, and the building blocks are connected by the anti-sway material, so that the user's anxiety can be eliminated and the scaffolding can be installed stably. ..

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

【図1】使用状態を示す正面図である。FIG. 1 is a front view showing a usage state.

【図2】建地の拡大正面図である。FIG. 2 is an enlarged front view of a building site.

【図3】連結部材の取付け状態を示し、(A)は拡大平
面図、(B)は拡大正面図、(C)はカラーと本体との
位置関係を示す拡大断面図である。
3A and 3B show an attached state of a connecting member, FIG. 3A is an enlarged plan view, FIG. 3B is an enlarged front view, and FIG. 3C is an enlarged sectional view showing a positional relationship between a collar and a main body.

【符号の説明】[Explanation of symbols]

W 躯体 Wa 張り出し部分(バルコニー) Wb 張り出し部分(バルコニー) 1 足場 1a 足場 11 水平材 11a 水平材 12 吊り材 12a 吊り材 13 垂直材 13a 垂直材 2 建地 4 ふれ止め材 5 連結部材 W Body Wa Overhanging part (balcony) Wb Overhanging part (balcony) 1 Scaffolding 1a Scaffolding 11 Horizontal material 11a Horizontal material 12 Hanging material 12a Hanging material 13 Vertical material 13a Vertical material 2 Building area 4 Anti-slip material 5 Connecting member

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 躯体の上下に位置している張り出し部分
にそれぞれ取り付けてある足場と、上下の足場を連結し
ている建地と、建地間を連結するふれ止め材とを具備し
ており、 上記各足場は、水平材の一端に設けてある吊り材と他端
に設けてある垂直材とを備えており、 上記建地は、下端で連結部材を介して上記下方の足場の
垂直材と離脱可能に連結され、上端で上方の足場の垂直
材の下端と離脱可能に連結されていることを特徴とする
仮設足場。
1. A scaffold attached to each of the overhanging portions located above and below the skeleton, a building site connecting the upper and lower scaffolds, and an anti-sway material connecting the building sites. , Each of the scaffolds includes a suspension member provided at one end of a horizontal member and a vertical member provided at the other end thereof, and the building site has a vertical member of the lower scaffold through a connecting member at the lower end. A temporary scaffolding characterized in that it is detachably connected to the lower end of the vertical member of the upper scaffold at the upper end.
JP1991112795U 1991-12-27 1991-12-27 Temporary scaffold Expired - Lifetime JP2573998Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991112795U JP2573998Y2 (en) 1991-12-27 1991-12-27 Temporary scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991112795U JP2573998Y2 (en) 1991-12-27 1991-12-27 Temporary scaffold

Publications (2)

Publication Number Publication Date
JPH0554745U true JPH0554745U (en) 1993-07-23
JP2573998Y2 JP2573998Y2 (en) 1998-06-04

Family

ID=14595712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991112795U Expired - Lifetime JP2573998Y2 (en) 1991-12-27 1991-12-27 Temporary scaffold

Country Status (1)

Country Link
JP (1) JP2573998Y2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5314927A (en) * 1976-07-27 1978-02-10 Koyo Kikai Sangiyou Kk Method of executing overhang
JPS6229667A (en) * 1985-07-29 1987-02-07 株式会社竹中工務店 Formation of cantilevered concrete structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5314927A (en) * 1976-07-27 1978-02-10 Koyo Kikai Sangiyou Kk Method of executing overhang
JPS6229667A (en) * 1985-07-29 1987-02-07 株式会社竹中工務店 Formation of cantilevered concrete structure

Also Published As

Publication number Publication date
JP2573998Y2 (en) 1998-06-04

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