JPH031954Y2 - - Google Patents
Info
- Publication number
- JPH031954Y2 JPH031954Y2 JP13676185U JP13676185U JPH031954Y2 JP H031954 Y2 JPH031954 Y2 JP H031954Y2 JP 13676185 U JP13676185 U JP 13676185U JP 13676185 U JP13676185 U JP 13676185U JP H031954 Y2 JPH031954 Y2 JP H031954Y2
- Authority
- JP
- Japan
- Prior art keywords
- members
- pillars
- pillar
- horizontal
- scaffold
- 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
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 5
- 238000010586 diagram Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
この考案は、階段上に複数連ねて配置される階
段室内足場に関するものである。[Detailed Description of the Invention] [Industrial Application Field] This invention relates to a plurality of scaffolds arranged in a stairway on a staircase.
「従来の技術」
従来、この種の階段室内足場は、多数の棒材を
現場の階段上にて縦、横に組み合わせによつて構
成されていた。棒材の組み合わせに当たつては、
それらの多数の接合箇所をクランプ止めし、そし
て足場自体が階段の段差に合う形態となるよう
に、多数の接合箇所におけるクランプ位置を調整
しながら組み上げている。``Prior Art'' Conventionally, this type of scaffolding for staircases has been constructed by assembling a large number of rods vertically and horizontally on the stairs at the site. Regarding the combination of bars,
The many joints are clamped together, and the scaffolding itself is assembled by adjusting the clamp positions at the many joints so that it conforms to the steps of the stairs.
「考案が解決しようとする問題点」
上記のような従来の階段室内足場は、棒材の多
数の接合箇所をクランプ止めするため組立、およ
び解体に手間が掛かり、また長い棒材を階段上に
て振り回すことになるために、周囲の仕上げ面を
傷付けることがあつた。``Problems that the invention aims to solve'' Conventional scaffolding for staircases as described above takes time to assemble and dismantle because the many joints of the bars are clamped, and it is difficult to assemble and disassemble long bars on the stairs. Because they had to be swung around, they could damage the surrounding finished surfaces.
この考案は、このような従来の問題を解決する
ものである。 This invention solves these conventional problems.
「問題点を解決するための手段」
この考案の階段室内足場は、階段上に複数連ね
て配置される階段室内足場であつて、前後2本の
脚柱の間に、相対回転自在の結合によつて少なく
とも2本の横材を掛け渡し、脚柱と横材との結合
部に、それらの相対回転角度を調整して固定する
角度調整機構を備え、横材の中間部相互間に、相
対回転自在の結合によつて垂直材を掛け渡し、か
つこれら脚柱と横材と角度調整機構と垂直材とに
よつて成る結合体を左右2組対向させて、それら
2組の結合体を連結材によつて連結してユニツト
化してなることを特徴としている。``Means for solving the problem'' The indoor staircase scaffold of this invention is an indoor staircase scaffold that is arranged in multiple rows on the staircase, and has a relatively rotatable connection between the two pillars, front and back. Therefore, at least two horizontal members are spanned, and an angle adjustment mechanism is provided at the joint between the pillar and the horizontal member to adjust and fix their relative rotation angles, and a relative rotation angle is provided between the middle parts of the horizontal members. The vertical members are spanned by a rotatable connection, and two sets of joined bodies consisting of the pillars, horizontal members, angle adjustment mechanism, and vertical members are made to face each other on the left and right, and these two sets of joined bodies are connected. It is characterized by being made into a unit by connecting them with materials.
「作用」
この考案による階段室内足場は、ユニツト体と
しての傾き角度が階段の段差に合わせて調整され
て、その階段上に並べられることにより、その階
段上に簡単にセツトされて所期の足場としての機
能を果たす。``Function'' The indoor staircase scaffold according to this invention has its inclination angle as a unit adjusted to match the steps of the stairs, and by being lined up on the stairs, it can be easily set on the stairs to create the desired scaffolding. It fulfills the function of
「実施例」
以下この考案の実施例を図面に基いて説明す
る。"Example" An example of this invention will be described below based on the drawings.
第1図ないし第3図はこの考案の第1実施例を
表す。 1 to 3 represent a first embodiment of this invention.
本実施例において1は前後左右の計4本の脚柱
であり、第1図の側面図にて右側のものを前の脚
柱、同図中にて左側のものを後ろの脚柱、第2図
の正面図にて右側のものを右側の脚柱、同図中に
て左側のものを左側の脚柱という。これら4本の
脚柱1は、それぞれ下側、中間、上側の3本の脚
柱1a,1b,1cの継ぎ合わせ構造となつてい
る。下側脚柱1aは中間脚柱1bの下端にねじ付
けられるようになつていて、そのねじ合い量の調
整によつて脚柱1全体の長さが調整される。中間
脚柱1bの上端にはジヨイント金具1dが取り付
けられていて、そのジヨイント金具1dが上側脚
柱1cの下端に差し込まれることによつて、これ
ら中間脚柱1bと上側脚柱1cが連結される。 In this embodiment, reference numeral 1 indicates a total of four pillars on the front, rear, left, and right sides. In the side view of FIG. 1, the right side is the front pillar, the left side in the figure is the rear pillar, and The one on the right in the front view of Figure 2 is called the right pedestal, and the one on the left in the figure is called the left pedestal. These four pillars 1 have a joint structure of three pillars 1a, 1b, and 1c on the lower side, middle, and upper side, respectively. The lower pedestal 1a is screwed to the lower end of the intermediate pedestal 1b, and the length of the entire pedestal 1 is adjusted by adjusting the amount of screw engagement. A joint metal fitting 1d is attached to the upper end of the intermediate pillar 1b, and by inserting the joint metal fitting 1d into the lower end of the upper pillar 1c, the intermediate pillar 1b and the upper pillar 1c are connected. .
前後の脚柱1の相互間には、第1図に表すよう
に計4本の横材2,3,4,5が掛け渡されてい
る。下側2本の横材2,3は、それぞれ2つの部
材2a,2bおよび3a,3bをピン2c,3c
によつて折曲自在に連結した構成となつている。
そして、これら2本の横材2,3の端部は、前後
の脚柱1における中間脚柱1bの定位置間にピン
2d,3dによつて結合されている。これらのピ
ン2d,3dは、脚柱1と横材2,3を相対回転
自在に結合している。横材2,3の中間部のピン
2c,3cの間には垂直材6が掛け渡されてい
る。下から3つ目の横材4は、前側左右の脚柱1
の相互間と、後側左右の脚柱1の相互間のそれぞ
れに掛け渡された中間連結材7の間に掛け渡され
ている。この中間連結材7については後述する。
横材4は、その両端部に備えたフツク4aを上方
から中間連結材7に引つ掛けることによつて取り
外し可能に掛け渡される。このフツク4aによつ
て、脚柱1と横材4は相対回転自在に結合されて
いる。また、この横材4上には、足場板用の滑り
止め4bが取り付けられている。最上位の横材5
は、脚柱1における上側脚柱1cの相互間にピン
5aによつて掛け渡されており、それらの結合箇
所は相対回転自在となつている。この最上位の横
材5は手摺枠となつている。 As shown in FIG. 1, a total of four cross members 2, 3, 4, and 5 are stretched between the front and rear pillars 1. The lower two cross members 2 and 3 respectively connect two members 2a and 2b and 3a and 3b to pins 2c and 3c.
The structure is such that they are bendably connected.
The ends of these two cross members 2 and 3 are connected by pins 2d and 3d between fixed positions of the intermediate pillar 1b in the front and rear pillars 1. These pins 2d and 3d connect the pillar 1 and the cross members 2 and 3 so as to be relatively rotatable. A vertical member 6 is stretched between pins 2c and 3c at the intermediate portions of the cross members 2 and 3. The third horizontal member 4 from the bottom is the front left and right pillars 1.
and between the rear left and right pillars 1, respectively, and between the intermediate connecting members 7, which are stretched between each other. This intermediate connecting member 7 will be described later.
The cross member 4 is removably spanned by hooks 4a provided at both ends of the cross member 4 being hooked onto the intermediate connecting member 7 from above. By this hook 4a, the pillar 1 and the cross member 4 are coupled so as to be relatively rotatable. Moreover, on this horizontal member 4, a non-slip member 4b for a scaffolding board is attached. Top horizontal member 5
is spanned between the upper pillars 1c of the pillar 1 by means of pins 5a, and the joints thereof are relatively rotatable. This uppermost horizontal member 5 serves as a handrail frame.
このようにして、前後の脚柱1の相互間には計
4本の横材2,3,4,5が掛け渡され、これら
はいわゆる平行リンクを構成する。したがつて、
横材2,3,4,5は、脚柱1との結合箇所にお
ける相対回転に応じて、前後の脚柱1を互いに平
行に保つたまま傾斜角が変化することになる。こ
のような平行リンクは角度調整機構によつて固定
される。本実施例の場合は前後の対の緊張材8
a,8bによつて固定される。これらの緊張材8
a,8bは、それぞれターンバツクル8cを有し
ていて長さが調整可能となつている。前側の緊張
材8aは横材3の中間部のピン3cと前の脚柱1
との間に水平に掛け渡され、一方、後側の緊張材
8bは横材3の中間部のピン3cと後ろ側の脚柱
1との間に水平に掛け渡される。そして、これら
の緊張材8a,8bの緊張によつて平行リンクが
固定される。 In this way, a total of four cross members 2, 3, 4, and 5 are spanned between the front and rear pillars 1, and these constitute so-called parallel links. Therefore,
The inclination angles of the cross members 2, 3, 4, and 5 change depending on the relative rotation at the joints with the pillars 1 while keeping the front and rear pillars 1 parallel to each other. Such parallel links are fixed by an angle adjustment mechanism. In this embodiment, the front and rear tension members 8
It is fixed by a and 8b. These tendons 8
a, 8b each has a turnbuckle 8c, and its length can be adjusted. The front tension member 8a is connected to the pin 3c in the middle of the cross member 3 and the front pillar 1.
On the other hand, the tension member 8b on the rear side is stretched horizontally between the pin 3c at the intermediate portion of the cross member 3 and the pillar 1 on the rear side. The parallel links are fixed by the tension of these tension members 8a and 8b.
このようにして前後の脚柱1、横材2,3,
4,5、垂直材6、および緊張材8a,8bによ
つて成る構成体は、同様のものが左右に並んで前
出した中間連結材7と、下側連結材9と、上側連
結材10とによつて連結されて、ユニツト化され
ている。下側の連結材9は、前側左右と後側左右
の脚柱1における中間脚柱1bの相互間に1本ず
つ計2本掛け渡されている。中間連結材7は足場
板支持材となるものであつて、前側左右と後側左
右の脚柱1における中間脚柱1bの相互間に1本
ずつ計2本掛け渡されている。上側連結材10は
前側左右と後側左右の脚柱1における上側脚柱1
cの相互間に1本ずつ計2本掛け渡されている。
上側連結材10は必要に応じて掛け渡されて手摺
枠となる。前側における中間連結材7と下側連結
材9との間には、タラツプ11が掛け渡されてい
る。 In this way, the front and rear pillars 1, cross members 2, 3,
4, 5, the vertical members 6, and the tension members 8a, 8b, the structure consists of an intermediate connecting member 7, a lower connecting member 9, and an upper connecting member 10, in which similar members are lined up on the left and right and are brought forward. They are connected and made into a unit. A total of two lower connecting members 9 are strung across, one between the intermediate pillars 1b of the front left and right pillars 1 and the rear left and right pillars 1. The intermediate connecting members 7 serve as scaffold board supporting members, and two intermediate connecting members 7, one each extending between the intermediate pillars 1b of the front left and right pillars 1 and the rear left and right pillars 1, are provided. The upper connecting member 10 connects the upper pillars 1 in the front left and right pillars 1 and the rear left and right pillars 1.
A total of two wires are strung across, one between each other.
The upper connecting member 10 is stretched across as necessary to form a handrail frame. A ramp 11 is spanned between the intermediate connecting member 7 and the lower connecting member 9 on the front side.
しかして、このようにユニツト化された足場を
使用するに際しては、階段の段差の程度に合わせ
て横材2,3,4,5の傾きを調整し、そして前
後の緊張材8a,8bをターンバツクル8cによ
つて緊張させ、これにより足場を適する形態に固
定する。このような足場を階段上に複数並べて連
続化させる。そして、足場板支持材としての中間
連結材7上に足場板を取り付け、その足場板の上
にて作業を行う。その際、最上位の横材5を手摺
枠として利用し、また昇降時にはタラツプ11を
利用する。 Therefore, when using such a unitized scaffold, the inclinations of the cross members 2, 3, 4, and 5 are adjusted according to the level of the step, and the front and rear tension members 8a, 8b are connected to the turnbuckles. 8c, thereby fixing the scaffold in the appropriate configuration. A plurality of such scaffolds are arranged consecutively on the stairs. Then, a scaffold board is attached on the intermediate connecting member 7 as a scaffold board support material, and the work is performed on the scaffold board. At that time, the uppermost horizontal member 5 is used as a handrail frame, and the ramp 11 is used when going up and down.
本実施例においては、それぞれの脚柱1が3本
の脚柱1a,1b,1cの継ぎ合わせ構造となつ
ていると共に、横材2,3がそれぞれ中間部にて
折曲可能となつており、かつ横材4,5が着脱可
能に掛け渡されているため、足場の撤去時はそれ
を第3図に表すように小さく分解することが可能
である。すなわち、脚柱1を脚柱1a,1b,1
cの3つに分けると共に、横材4,5と緊張材8
a,8bを外し、横材2,3の中間部を折曲させ
る。 In this embodiment, each pedestal 1 has a structure in which three pedestals 1a, 1b, and 1c are joined together, and the cross members 2 and 3 can be bent at their intermediate portions. , and because the cross members 4 and 5 are removably spanned, it is possible to disassemble the scaffold into smaller pieces as shown in FIG. 3 when the scaffold is removed. That is, the pillar 1 is replaced by the pillars 1a, 1b, 1
In addition to dividing into three parts c, cross members 4, 5 and tension members 8
Remove a and 8b and bend the middle part of the cross members 2 and 3.
第4図ないし第6図はこの考案の第2実施例を
表す。 Figures 4 to 6 represent a second embodiment of this invention.
本実施例においては、前後左右の4本の脚柱1
が下側脚柱1eと上側脚柱1fとの結合による伸
縮自在の構造となつている。下側脚柱1eにはそ
の長手方向に沿つて複数の穴が形成されており、
これらの穴の内の適宜のものの中にピン12を差
し込むことによつて、脚柱1の長さが調節できる
ようになつている。前後の脚柱1の間には計4本
の横材13,14,15,16が掛け渡されて、
平行リンクを成している。下側の横材13は下側
脚柱1eの間に取り外し可能の掛け渡されてい
る。中央の2本の横材14,15は上側脚柱1f
の間に掛け渡され、それらの中間部は折曲自在と
なつている。それらの折曲部分間には垂直材17
が掛け渡されている。また、横材14の折曲部分
には、その折曲部分が延ばされたときに向かい合
う対のパイプ14a,14bが設けられており、
その対のパイプ14a,14b内にピン14cを
通して止めることによつて、横材14を第4図に
表すような直線状態に固定するようになつてい
る。横材15の折曲部分にも同様のパイプ15
a,15bとピン15cが備わつている。最上位
の横材16は、必要に応じて掛け渡されて手摺枠
となる。 In this embodiment, there are four pillars 1 on the front, rear, left and right sides.
It has a structure that can be expanded and contracted by combining the lower pillar 1e and the upper pillar 1f. A plurality of holes are formed in the lower pillar 1e along its longitudinal direction,
By inserting pins 12 into appropriate holes, the length of the pillar 1 can be adjusted. A total of four cross members 13, 14, 15, 16 are stretched between the front and rear pillars 1,
form a parallel link. The lower cross member 13 is removably spanned between the lower pillars 1e. The two central horizontal members 14 and 15 are the upper pillar 1f.
The middle part is bendable. There is a vertical member 17 between the bent parts.
is being passed over. In addition, a pair of pipes 14a and 14b are provided at the bent portion of the cross member 14, and the pair of pipes 14a and 14b face each other when the bent portion is extended.
By passing the pin 14c into the pair of pipes 14a and 14b, the cross member 14 is fixed in a straight line as shown in FIG. A similar pipe 15 is also installed at the bent part of the cross member 15.
A, 15b and pin 15c are provided. The uppermost horizontal member 16 is stretched across as necessary to form a handrail frame.
このようにして、前後の脚柱1の相互間には計
4本の横材13,14,15,16が掛け渡さ
れ、これらはいわゆる平行リンクを構成する。し
たがつて、横材13,14,15,16は、脚柱
1との結合箇所における相対回転に応じて、前後
の脚柱1を互いに平行に保つたまま傾斜角が変化
することになる。このような平行リンクは角度調
整機構によつて固定される。本実施例の場合は、
伸縮式の斜材18によつて固定される。この斜材
18は、2つの部材18a,18bのピン結合の
位置を変えることによつて、斜材18自体の長さ
が調節できるようになつている。この斜材17の
張設によつて平行リンクが固定される。 In this way, a total of four cross members 13, 14, 15, 16 are spanned between the front and rear pillars 1, and these constitute so-called parallel links. Therefore, the inclination angles of the cross members 13, 14, 15, and 16 change depending on the relative rotation at the joints with the pillars 1 while keeping the front and rear pillars 1 parallel to each other. Such parallel links are fixed by an angle adjustment mechanism. In this example,
It is fixed by a telescoping diagonal member 18. The length of the diagonal member 18 itself can be adjusted by changing the position of the pin connection between the two members 18a and 18b. By tensioning the diagonal members 17, the parallel links are fixed.
このようにして前後の脚柱1、横材13,1
4,15,16、垂直材17、および斜材18に
よつて成る構成体は、同様のものが左右に並んで
計4本の連結材18,19,20,21よつて連
結されて、ユニツト化されている。下側の連結材
18は、前側左右と後側左右の脚柱1における下
側脚柱1eの相互間に1本ずつ計2本掛け渡さ
れ、他の連結材19,20,21は、前側左右と
後側左右の脚柱1における中間脚柱1eの相互間
に2本ずつ計6本掛け渡されている。最上位の連
結材21は必要に応じて掛け渡されて、手摺枠と
なるものである。 In this way, the front and rear pillars 1, cross members 13, 1
4, 15, 16, vertical members 17, and diagonal members 18, similar members are lined up on the left and right and connected by a total of four connecting members 18, 19, 20, 21 to form a unit. has been made into The lower connecting members 18 are stretched between the lower pillars 1e of the front left and right pillars 1 and the lower pillars 1e of the rear left and right pillars 1 in total, and the other connecting members 19, 20, 21 are connected to the front side. Two of the intermediate pillars 1e in the left and right pillars 1 and the rear left and right pillars 1e are strung across, six in total. The uppermost connecting member 21 is spanned as necessary to form a handrail frame.
しかして、このようにユニツト化された足場を
使用するに際しては、階段の段差の程度に合わせ
て斜材18の長さを調節することにより、足場を
適する形態に固定する。このような足場を階段上
に複数並べて連続化させて足場板を取り付け、そ
の足場板の上にて作業を行う。第5図中の右半分
は脚柱1を最大に延ばしたとき状態を表し、同図
中の左半分は脚柱1を縮めたときの状態を表す。 Therefore, when using such a unitized scaffold, the length of the diagonal member 18 is adjusted according to the level of the step, thereby fixing the scaffold in a suitable form. A plurality of such scaffolds are arranged consecutively on the stairs, a scaffold board is attached, and work is performed on the scaffold board. The right half of FIG. 5 represents the state when the pedestal 1 is extended to the maximum, and the left half of the figure represents the state when the pedestal 1 is retracted.
本実施例においては、それぞれの脚柱1が伸縮
自在の構造となつていると共に、横材14,15
がそれぞれ中間部にて折曲可能となつており、か
つ横材13,16が取り外し可能に掛け渡されて
いるため、足場の撤去時はそれを第6図に表すよ
うに小さくすることが可能である。すなわち、下
側脚柱1eを上側脚柱1f内に退縮させると共
に、横材13,16と斜材18とピン14c,1
5cを外し、横材14,15の中間部を折曲させ
る。 In this embodiment, each pillar 1 has a telescopic structure, and the horizontal members 14, 15
can be bent at the middle part, and the cross members 13 and 16 are removably hung over each other, so when the scaffold is removed, it can be made smaller as shown in Figure 6. It is. That is, the lower pillar 1e is retracted into the upper pillar 1f, and the cross members 13, 16, the diagonal member 18, and the pins 14c, 1
5c and bend the middle part of the cross members 14 and 15.
「考案の効果」
以上説明したように、この考案による階段室内
足場は、傾き角度の調整が可能な平行リンクを成
すユニツト構成であるから、そのユニツト体の傾
き角度を階段の段差に合わせて調整することによ
り、その階段上に簡単にセツトすることができて
作業性が大幅に向上する。``Effect of the invention'' As explained above, the scaffolding in the stairwell according to this invention has a unit configuration that forms parallel links whose inclination angle can be adjusted, so the inclination angle of the unit can be adjusted to match the steps of the stairs. By doing so, it can be easily set on the stairs and work efficiency is greatly improved.
また、横材の内の最上位のものを手摺枠とする
ことにより、作業の安全性が確保される。 Furthermore, by using the uppermost horizontal member as a handrail frame, work safety is ensured.
また、横材の中間部を折曲自在とすることによ
り、足場の撤去時の形態を小さくすることが可能
となる。 Furthermore, by making the middle part of the cross member bendable, it is possible to reduce the size of the scaffold when it is removed.
第1図ないし第3図はこの考案の第1実施例を
表し、第1図は側面図、第2図は正面図、第3図
は足場の撤去時における状態図、第4図ないし第
6図はこの考案の第2実施例を表し、第4図は側
面図、第5図は正面図、第6図は足場の撤去時に
おける状態図である。
1……脚柱、2,3,4,5;13,14,1
5,16……横材、6,17……垂直材、7,
9,10;18,19,20,21……連結材、
8a,8b……緊張材(角度調整機構)、18…
…斜材(角度調整機構)。
Figures 1 to 3 show the first embodiment of this invention, with Figure 1 being a side view, Figure 2 being a front view, Figure 3 being a state diagram when the scaffolding is removed, and Figures 4 to 6 being The figures show a second embodiment of this invention, with FIG. 4 being a side view, FIG. 5 being a front view, and FIG. 6 being a state diagram when the scaffolding is removed. 1... Pillar, 2, 3, 4, 5; 13, 14, 1
5,16...Horizontal member, 6,17...Vertical member, 7,
9, 10; 18, 19, 20, 21... connecting material,
8a, 8b... tension material (angle adjustment mechanism), 18...
...Diagonal member (angle adjustment mechanism).
Claims (1)
であつて、前後2本の脚柱の間に、相対回転自
在の結合によつて少なくとも2本の横材を掛け
渡し、脚柱と横材との結合部に、それらの相対
回転角度を調整して固定する角度調整機構を備
え、横材の中間部相互間に、相対回転自在の結
合によつて垂直材を掛け渡し、かつこれら脚柱
と横材と角度調整機構と垂直材とによつて成る
結合体を左右2組対向させて、それら2組の結
合体を連結材によつて連結してユニツト化して
なることを特徴とする階段室内足場。 (2) 前記横材の内の最上位のものが手摺枠となつ
ていることを特徴とする実用新案登録請求の範
囲第1項に記載の階段室内足場。 (3) 前記横材は、その中間部が折曲自在となつて
いることを特徴とする実用新案登録請求の範囲
第1項または第2項に記載の階段室内足場。[Scope of Claim for Utility Model Registration] (1) A staircase interior scaffold that is arranged in series on a staircase, with at least two horizontal scaffolds connected between the two front and rear pillars by a relatively rotatable connection. An angle adjustment mechanism is provided at the joint between the pedestal and the cross member to adjust and fix the relative rotation angle of the material, and a relatively rotatable connection is provided between the intermediate parts of the cross member. The vertical members are spanned, and two sets of joined bodies made up of the pillars, horizontal members, angle adjustment mechanism, and vertical members are placed opposite each other on the left and right, and these two sets of joined bodies are connected by a connecting member. Indoor staircase scaffolding characterized by being made into units. (2) The indoor staircase scaffold according to claim 1, wherein the uppermost one of the horizontal members is a handrail frame. (3) The indoor staircase scaffolding according to claim 1 or 2, wherein the horizontal member is bendable at its intermediate portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13676185U JPH031954Y2 (en) | 1985-09-06 | 1985-09-06 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13676185U JPH031954Y2 (en) | 1985-09-06 | 1985-09-06 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6246738U JPS6246738U (en) | 1987-03-23 |
JPH031954Y2 true JPH031954Y2 (en) | 1991-01-21 |
Family
ID=31040178
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13676185U Expired JPH031954Y2 (en) | 1985-09-06 | 1985-09-06 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH031954Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0754458Y2 (en) * | 1992-05-22 | 1995-12-18 | 大喜商事株式会社 | Scaffolding for stairs that can connect the transfer work floor |
JP5303986B2 (en) * | 2008-03-27 | 2013-10-02 | 三菱電機ビルテクノサービス株式会社 | Escalator work scaffold |
-
1985
- 1985-09-06 JP JP13676185U patent/JPH031954Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6246738U (en) | 1987-03-23 |
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