JPH0528285Y2 - - Google Patents
Info
- Publication number
- JPH0528285Y2 JPH0528285Y2 JP12879887U JP12879887U JPH0528285Y2 JP H0528285 Y2 JPH0528285 Y2 JP H0528285Y2 JP 12879887 U JP12879887 U JP 12879887U JP 12879887 U JP12879887 U JP 12879887U JP H0528285 Y2 JPH0528285 Y2 JP H0528285Y2
- Authority
- JP
- Japan
- Prior art keywords
- building
- landing
- frame
- scaffolding
- rows
- 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 - Lifetime
Links
Landscapes
- Steps, Ramps, And Handrails (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、例えば既設建物の補修や改修工事を
行う場合等に用いるもので、詳しくは、枠組足場
に、昇降用の斜路部分とその斜路部分の長手方向
の端部に連なる踊場とを備えた登り桟橋を組付け
てある仮設昇降路に関する。[Detailed explanation of the invention] [Industrial application field] The invention is used, for example, when repairing or renovating an existing building. This invention relates to a temporary hoistway in which a climbing pier is installed which has a landing connected to the longitudinal end of the section.
従来のこの種の仮設昇降路は、第6図に示すよ
うなものであつた。
A conventional temporary hoistway of this type was as shown in FIG.
つまり、複数の建枠6を上下に連結した建枠列
7の3つを横方向に並べて連結した枠組足場1を
設け、この枠組足場1の建枠列7のうち中央のも
のと一側のものとの間に、登り桟橋のうち隣接す
る層間にわたる斜路部分2の夫々を、それらの下
端が中央の建枠列7側に位置する状態で架設する
とともに、下側の斜路部分2の上端から上側の斜
路部分2の下端への折返し用の布枠5を架設し、
前記中央の建枠列7と他側の建枠列7との間に踊
場3用の布枠5′を架設していた。 In other words, a frame scaffolding 1 is provided in which three building frame rows 7 in which a plurality of building frames 6 are connected vertically are arranged and connected in the horizontal direction, and among the building frame rows 7 of this framework scaffolding 1, the central one and one side erect each of the ramp sections 2 between adjacent floors of the climbing pier with their lower ends located on the central building frame row 7 side, and from the upper end of the lower ramp section 2. A fabric frame 5 for folding back to the lower end of the upper slope portion 2 is erected,
A cloth frame 5' for the landing 3 was constructed between the center row of building frames 7 and the row of building frames 7 on the other side.
しかし、前記従来の仮設昇降路によるときは、
枠組足場として、少なくとも3つの建枠を横方向
に並置した2スパン以上の幅のものが必要とな
り、例えば既設建物の外側に並置するにあたつて
その既設建物周りに植込み等があつた場合、枠組
足場の設置スペースを確保することがむずかし
い。
However, when using the conventional temporary hoistway,
Frame scaffolding requires at least three building frames placed side by side in the horizontal direction, with a width of two or more spans.For example, when placing the scaffolding on the outside of an existing building, if there are shrubbery etc. around the existing building, It is difficult to secure space for installing frame scaffolding.
しかも、斜路部分の上端部と布枠上との間での
往来が折返しであるため、使い勝手が非常に悪
い。しかし、だからといつて、第6図の2点鎖線
で示すように、斜路部分2の上端を取付ける側の
建枠列7の隣にもう1つ建枠列7′を追加して設
け、この追加した建枠列7′と一側の建枠列7と
の間に踊場3用の布枠5′を架設することは、枠
組足場が3スパン以上の幅となり、一層、設置ス
ペース面で汎用性に欠けることになる。 Moreover, since the movement between the upper end of the ramp portion and the top of the cloth frame is back and forth, it is very inconvenient to use. However, as shown by the two-dot chain line in FIG. By erecting the fabric frame 5' for the landing 3 between the added building frame row 7' and the building frame row 7 on one side, the frame scaffold will have a width of 3 spans or more, making it even more versatile in terms of installation space. It will lack sex.
本考案の目的は、設置スペースの縮少化と、使
い勝手の向上とを図る点にある。 The purpose of the present invention is to reduce the installation space and improve usability.
本考案による仮設昇降路の特徴構成は、前記枠
組足場の横方向で並置する建枠のうち並置方向の
端に位置するものに前記踊場をその並置方向で外
方に突出する状態に取付けてある点にあり、その
作用・効果は次の通りである。
The characteristic feature of the temporary elevator of this invention is that the landing is attached to the end of the building frames arranged side by side in the horizontal direction of the framework scaffolding in a state in which it protrudes outward in the direction of the arrangement, and its functions and effects are as follows.
枠組足場に踊場を張出し物として設けてあるか
ら、踊場を設けることにより昇降を安全、容易に
行わせて使い勝手を良くしながらも、その踊場を
設けるためのスペースを枠組足場内に確保する必
要がなく、昇降のみを考えた場合、枠組足場とし
て、2つの建枠列を並べた1スパンの幅のもので
済む。
Since the landing is provided as an overhang on the framework scaffolding, while the landing allows for safe and easy lifting and improves usability, it is necessary to secure space within the framework scaffold for the installation of the landing. If only the lifting and lowering of the scaffolding is considered, a frame scaffolding with a width of one span consisting of two rows of building frames will suffice.
従つて、本考案は、踊場付きの使い勝手の良い
ものがありながらも、設置スペースが小さくて済
む仮設昇降路を提供できるようになつた。
Therefore, the present invention has become able to provide a temporary hoistway that is easy to use and has a landing that requires a small installation space.
次に本考案の実施例を示す。 Next, an example of the present invention will be shown.
仮設昇降路は、第1図・第2図に示すように、
枠組足場1に、登り桟橋の一例である階段を組付
けて構成されている。 The temporary hoistway is as shown in Figures 1 and 2.
It is constructed by assembling a staircase, which is an example of a climbing pier, to a framework scaffolding 1.
前記枠組足場1は、複数の建枠6を上下に連結
した建枠列7の2つを横方向に並置し、それら2
つの建枠列7どうしを交差筋違8で連結し、横方
向に並置する建枠6の上端間に布枠5を架設して
構成されている。 The framework scaffolding 1 has two building frame rows 7 in which a plurality of building frames 6 are vertically connected, which are arranged side by side in the horizontal direction.
Two rows of building frames 7 are connected to each other by cross braces 8, and a cloth frame 5 is constructed between the upper ends of the building frames 6 arranged side by side in the horizontal direction.
前記階段は、前記枠組足場1の各層間F1〜Fn
の夫々にわたる階段部分2(斜路部分の一例)
と、その階段部分2の長手方向の端部に連なる踊
場3と、階段用手摺4とからなる。 The steps are provided between each of the layers F 1 to Fn of the framework scaffolding 1.
A staircase section 2 (an example of a ramp section) extending from each of the above
The staircase is made up of a landing 3 connected to an end of the staircase portion 2 in the longitudinal direction, and a staircase handrail 4.
前記階段部分2は、前記建枠6の幅の半分の幅
のもので、正面視において、隣り合う層間FU,
FLのうち上側の層間FUにわたる階段部分2の下
端と下側の層間FLにわたる階段部分2の上端と
を同じ建枠列7に取付けさせるジグザグ状の配置
で、かつ、奇数層間Foにわたる階段部分2と偶
数層間Feにわたる階段部分2とを上下に重なら
せないように奇数層間Foにわたる階段部分2を
幅方向の一方側に、偶数層間Feにわたる階段部
分2を幅方向の他方側に片寄らせる配置で2つの
建枠列7間に架設されている。 The stair portion 2 has a width that is half the width of the building frame 6, and when viewed from the front, there are gaps between adjacent floors F U ,
A zigzag arrangement in which the lower end of the staircase part 2 spanning the upper story F U of F L and the upper end of the staircase part 2 spanning the lower story F L are attached to the same building frame row 7, and spanning the odd numbered stories Fo. In order to prevent the stair portion 2 and the stair portion 2 spanning even-numbered layers Fe from overlapping vertically, the stair portion 2 spanning odd-numbered layers Fo is placed on one side in the width direction, and the stair portion 2 spanning even-numbered layers Fe is placed on the other side in the width direction. It is constructed between two rows of building frames 7 in an offset arrangement.
前記踊場3は、前記建枠6の幅とほぼ等しい幅
のもので、前記枠組足場1の各層の夫々に下側層
間FLにわたる階段部分2と上側層間FUにわたる
階段部分2との間での往来路を建枠列7の並置方
向の外方に形成するように、建枠列7に並置方向
で外方に突出する状態で取付けられている。具体
的には、第2図・第3図に示すように、前記建枠
6に着脱自在な鋼管フレーム3Aに、エキスパン
ドメタル利用の路面形成部材3Bを取付けた構造
のものであつて、前記鋼管フレーム3Aは、前記
建枠6の一対の支柱6Aの上端同士を連結する連
結材6Bおよび補強用の横桟6Cに上方から係合
自在なフツク3aを下側部分に備え、前記建枠6
の支柱6Aに着脱自在なクランプ3bを上側部分
に備え、手摺り3cを備えている。 The landing 3 has a width that is approximately equal to the width of the building frame 6, and has a width that is approximately equal to the width of the building frame 6, and a staircase portion 2 that spans the lower floor space F L and a staircase section 2 that spans the upper floor space F U in each layer of the framework scaffold 1. It is attached to the building frame row 7 in a state of protruding outward in the juxtaposition direction so as to form a traffic path outward in the juxtaposition direction of the building frame row 7. Specifically, as shown in FIGS. 2 and 3, it has a structure in which a road surface forming member 3B made of expanded metal is attached to a steel pipe frame 3A that is detachable from the building frame 6. The frame 3A is provided with a hook 3a in its lower part that can be freely engaged with a connecting member 6B connecting the upper ends of the pair of columns 6A of the building frame 6 and a reinforcing horizontal beam 6C from above.
A clamp 3b which can be freely attached to and detached from the support column 6A is provided at the upper part, and a handrail 3c is provided.
前記布枠5は、建枠6の幅の半分の幅のもの
で、各層夫々において建枠6の連結材6B間に架
設されている。 The cloth frame 5 has a width that is half the width of the building frame 6, and is constructed between the connecting members 6B of the building frame 6 in each layer.
上記の実施例によれば、階段部分2がジグザグ
状に配置されているため、階段部分2間の往来の
ために各層に設ける踊場3が1つづつで済む。 According to the above-mentioned embodiment, since the stair portions 2 are arranged in a zigzag pattern, only one landing 3 is required for each level for traffic between the stair portions 2.
以下、本考案の実施例を示す。 Examples of the present invention will be shown below.
〔1〕 第4図・第5図に示すように、上記実施
例で示した枠組足場1の建枠列7間に、各層間
F1〜Fnのそれぞれにわたる階段部分2を全て
同一の姿勢で架設するとともに、通路形成用の
布枠5を架設し、前記階段部分2と布枠5との
間での往来路を形成するように踊場3を建枠列
7に並置方向で外方に突出する状態で取付けて
実施する。[1] As shown in FIGS. 4 and 5, between the rows of frames 7 of the framework scaffolding 1 shown in the above example,
The stair portions 2 spanning each of F 1 to Fn are all constructed in the same posture, and a cloth frame 5 for forming a passage is constructed so as to form a passageway between the stair portions 2 and the cloth frame 5. The landing 3 is attached to the building frame row 7 so as to protrude outward in the juxtaposed direction.
〔2〕 上記の実施例において、前記踊場3を、
建枠列7から離脱した状態で折り畳み自在また
は分解自在に構成する。[2] In the above embodiment, the landing 3 is
It is configured to be freely foldable or disassembleable in a state separated from the building frame row 7.
〔3〕 上記実施例では、登り桟橋として階段を
示したが、登り桟橋としては、歩み板や、すべ
り止め用の桟木付の歩み板であつても良い。[3] In the above embodiment, a staircase is shown as the climbing pier, but the climbing pier may be a footboard or a footboard with a non-slip pier.
〔4〕 上記実施例では、枠組足場1として、2
つの建枠列7を並置したものに適用したが、本
考案は、3つ以上の建枠列7を並置した枠組足
場1を備えたものにも適用できる。尚、実用新
案登録請求の範囲の項に図面との対照を便利に
する為に符号を記すが、該記入により本考案は
添付図面の構造に限定されるものではない。[4] In the above example, as the framework scaffolding 1, 2
Although the present invention is applied to a structure in which two building frame rows 7 are arranged side by side, the present invention can also be applied to a structure having a framework scaffold 1 in which three or more building frame rows 7 are arranged in parallel. Note that although reference numerals are written in the claims section of the utility model registration for convenience of comparison with the drawings, the present invention is not limited to the structure of the attached drawings by such entry.
第1図ないし第3図は本考案の実施例を示し、
第1図は正面図、第2図は要部の分解斜視図、第
3図は要部の縦断正面図であり、第4図と第5図
は本考案の別実施例を示す正面図と平面図であ
る。第6図は従来例を示す正面図である。
1……枠組足場、2……斜路部分、3……踊
場、6……建枠、7……建枠列。
1 to 3 show embodiments of the present invention,
Fig. 1 is a front view, Fig. 2 is an exploded perspective view of the main part, Fig. 3 is a vertical sectional front view of the main part, and Figs. 4 and 5 are front views showing another embodiment of the present invention. FIG. FIG. 6 is a front view showing a conventional example. 1...Frame scaffolding, 2...Slope part, 3...Landing, 6...Building frame, 7...Building frame row.
Claims (1)
に、昇降用の斜路部分2とその斜路部分2の長
手方向の端部に連なる踊場3とを備えた登り桟
橋を組付けてある仮設昇降路であつて、前記枠
組足場1の建枠6のうち並置方向の端に位置す
るものに前記踊場3をその並置方向で外方に突
出する状態に取付けてある仮設昇降路。 2 前記枠組足場1が、複数の建枠6を上下に連
結した建枠列7の2つを横方向に並べて連結し
たものである実用新案登録請求の範囲第1項に
記載の仮設昇降路。 3 前記斜路部分2が、隣り合う層間FU,FLの
うち上側の層間FUにわたる斜路部分2の下端
と下側の層間FLにわたる斜路部分2の上端と
を同じ建枠列7に取付けさせるジグザグ状の配
置で建枠列7間に架設されている実用新案登録
請求の範囲第2項に記載の仮設昇降路。[Scope of claims for utility model registration] 1 Frame scaffolding 1 in which multiple building frames 6 are arranged side by side in the horizontal direction
The temporary hoistway is equipped with a climbing pier having a ramp portion 2 for lifting and lowering and a landing 3 connected to the longitudinal end of the ramp portion 2, and is a temporary hoistway in which a climbing pier is installed, which has a ramp portion 2 for lifting and lowering, and a landing 3 connected to the longitudinal end of the ramp portion 2. A temporary hoistway in which the landing 3 is attached to the one located at the end in the juxtaposition direction so as to protrude outward in the juxtaposition direction. 2. The temporary hoistway according to claim 1, wherein the framework scaffolding 1 is formed by horizontally arranging and connecting two rows of building frames 7 in which a plurality of building frames 6 are connected vertically. 3 The slope portion 2 is attached to the same building frame row 7, with the lower end of the slope portion 2 spanning the upper story F U of the adjacent stories F U and FL and the upper end of the slope portion 2 spanning the lower story F L The temporary hoistway according to claim 2 of the utility model registration claim, which is constructed between the rows of building frames 7 in a zigzag arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12879887U JPH0528285Y2 (en) | 1987-08-25 | 1987-08-25 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12879887U JPH0528285Y2 (en) | 1987-08-25 | 1987-08-25 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6433852U JPS6433852U (en) | 1989-03-02 |
| JPH0528285Y2 true JPH0528285Y2 (en) | 1993-07-20 |
Family
ID=31382476
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12879887U Expired - Lifetime JPH0528285Y2 (en) | 1987-08-25 | 1987-08-25 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0528285Y2 (en) |
-
1987
- 1987-08-25 JP JP12879887U patent/JPH0528285Y2/ja not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6433852U (en) | 1989-03-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP5647514B2 (en) | Stadium with auditorium | |
| JP4801857B2 (en) | Unit building and expansion unit | |
| JP2004353345A (en) | Joint structure for existing building and hoistway structure | |
| JP2013133695A (en) | Extension method for existent building and extension structure | |
| JP3243725B2 (en) | Multistory building | |
| JP3732888B2 (en) | Temporary staircase with landing | |
| JPH08199799A (en) | Temporary suspension stairs | |
| JP2963507B2 (en) | Residential units for skip floors | |
| JPH078717Y2 (en) | Rolling tower | |
| JPH024969Y2 (en) | ||
| JPH0458866B2 (en) | ||
| JP2860499B2 (en) | Skip floor type building | |
| JP2004353250A (en) | Construction of outdoor stairs and outdoor stairs | |
| JPH0439948Y2 (en) | ||
| JP3115908B2 (en) | How to build steel stairs | |
| JP3984247B2 (en) | Temporary staircase with landing | |
| JPH06323003A (en) | Temporarily installed staircase | |
| JP3239321B2 (en) | Construction method of unit building | |
| JPS5912340Y2 (en) | Mounting structure for handrail retaining pillars around the tower building | |
| JPH07292966A (en) | Work scaffolding | |
| JP4387600B2 (en) | Support work | |
| JPH027135Y2 (en) | ||
| JP2025069545A (en) | building | |
| JPH09242329A (en) | Folding continuous suspended scaffolding | |
| JPH04130650U (en) | ascending pier |