JPH028993Y2 - - Google Patents
Info
- Publication number
- JPH028993Y2 JPH028993Y2 JP1983183192U JP18319283U JPH028993Y2 JP H028993 Y2 JPH028993 Y2 JP H028993Y2 JP 1983183192 U JP1983183192 U JP 1983183192U JP 18319283 U JP18319283 U JP 18319283U JP H028993 Y2 JPH028993 Y2 JP H028993Y2
- Authority
- JP
- Japan
- Prior art keywords
- scaffolding
- slope
- suspended
- stairs
- workbench
- 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
- 239000000463 material Substances 0.000 claims description 15
- 239000004744 fabric Substances 0.000 claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000012779 reinforcing material Substances 0.000 claims description 5
- 239000002184 metal Substances 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
Description
【考案の詳細な説明】
本考案は、鋼製階段の仕上げ施工に用いられる
足場に関し、更に詳しくは鋼製階段の各階踊り場
床下面から作業台を吊り下げ、該作業台間に足場
板を張設してなる鋼製階段用仕上げ足場に関す
る。[Detailed description of the invention] The present invention relates to scaffolding used for finishing construction of steel stairs, and more specifically, a work platform is suspended from the bottom surface of the landing on each floor of the steel staircase, and scaffolding boards are stretched between the work platforms. This article relates to finished scaffolding for steel stairs.
建物内部の階段室は階段勾配を有しているた
め、仕上げ足場を組むのは容易ではない。 Because the staircase inside the building has a slope, it is not easy to erect finishing scaffolding.
すなわち、従来の複数の脚立間に布板を載架し
た簡易な構造のものでは、足場組みが十分安定し
ないという欠点を有する。 That is, the conventional simple structure in which cloth boards are placed between a plurality of stepladders has the disadvantage that the scaffold assembly is not sufficiently stable.
又、大がかりな階段室専用の枠組み足場は、あ
る程度足場組みが安定した状態で設置できるが、
足場組みをするのに時間、労力が多くかかり、
又、一旦足場を組むと長期に亘つて足場が設置さ
るため上下階への通行の妨げともなつていた。 Also, although large-scale scaffolding specifically for stairwells can be installed with a certain degree of stability in the scaffolding,
It takes a lot of time and effort to set up scaffolding,
Additionally, once the scaffolding was erected, it remained in place for a long period of time, which obstructed access to the upper and lower floors.
しかも、上記の足場はともに、踊り場床、及び
階段部に仮固定されるので、足場の下部に位置す
る床や壁の仕上げ作業時には取り拭わなければな
らないなどの不都合が生じていた。 Furthermore, since both of the above-mentioned scaffolds are temporarily fixed to the landing floor and the stairway, there is an inconvenience that the floors and walls located below the scaffold must be wiped down during finishing work.
本考案は以上の問題点に鑑み案出されたもので
あり、階段室の傾斜に沿つて足場が構成され、組
み立て及び解体作業が簡単で、しかも階段の仕上
げ施工能率を高め、かつ安定性の優れた仕上げ足
場を提供することを目的とする。 The present invention was devised in view of the above problems, and the scaffolding is constructed along the slope of the stairway, making assembly and disassembly work easy, increasing the efficiency of finishing the stairs, and improving stability. Aims to provide superior finishing scaffolding.
以下、図面を参照して本考案の一実施例につい
て説明する。 An embodiment of the present invention will be described below with reference to the drawings.
第1図は、吊り下げられた吊り金物1に腕木4
等が取付けられた状態を示す説明図である。 Figure 1 shows a hanging hardware 1 and an arm 4.
It is an explanatory view showing a state where etc. are attached.
吊り金物1は管材などからなる基柱2、支柱3
から形成されている。基柱2の上端には、基柱2
を踊り場床下面の補強材6から吊り下げるための
固定金具5が取付けられている。 The hanging hardware 1 includes a base column 2 and a support column 3 made of pipe materials, etc.
is formed from. At the upper end of the base pillar 2, the base pillar 2
A fixing fitting 5 is attached for hanging from the reinforcing material 6 on the lower surface of the landing floor.
そして、この基柱2の略中央にはブラケツト7
が溶接され、このブラケツト7に支柱3の上端が
枢着されている。更に基柱2の下端と支柱3の下
端には腕木4を把持するようにクランプ9,9が
それぞれ固定されている。支柱3が基柱2より遠
ざかる状態で開き、そのクランプ9で腕木4を握
持して吊り金物1は略Y字形に構成されている。 And, approximately in the center of this base pillar 2 is a bracket 7.
is welded to the bracket 7, and the upper end of the support column 3 is pivotally connected to the bracket 7. Further, clamps 9, 9 are fixed to the lower ends of the base column 2 and the lower ends of the support column 3, respectively, so as to grip the arm 4. The support 3 is opened in a state where it moves away from the base 2, and the arm 4 is gripped by the clamp 9, so that the hanging hardware 1 is formed into a substantially Y-shape.
第2図は、第1図のX部の拡大図である。 FIG. 2 is an enlarged view of section X in FIG. 1.
鋼製階段の踊り場床8の下面に張設されている
補強材6,6には予め係止孔61,61が穿設さ
れている。そして上記基柱2を踊り場床8から吊
り下げるのは、基柱2上端の固定金具5を補強材
6の係止孔61に挿通することにより行なわれ
る。 Locking holes 61, 61 are pre-drilled in the reinforcing members 6, 6 stretched on the lower surface of the landing floor 8 of the steel staircase. The base column 2 is suspended from the landing floor 8 by inserting the fixing fitting 5 at the upper end of the base column 2 into the locking hole 61 of the reinforcing member 6.
この場合、脱落防止の為、固定金具5の一端に
は係止凸部51が設けられている。固定金具5の
他端には基柱2を貫通し、溶接にて固定されてい
る。 In this case, a locking protrusion 51 is provided at one end of the fixture 5 to prevent it from falling off. The other end of the fixture 5 passes through the base column 2 and is fixed by welding.
又、より強固に固着するため、第3図に示すよ
うに基柱2の上端を偏平状につぶし、固定金具5
の代わりにボルトV、ナツトNを用いて螺着する
こともできる。 In addition, in order to fix it more firmly, the upper end of the base pillar 2 is crushed into a flat shape as shown in Fig. 3, and the fixing metal fitting 5 is
It is also possible to use bolts V and nuts N instead.
尚、第4図に示すように基柱2上端に設けた挿
通孔21に、両端に係止凸部51′,51′を持つ
固定金具5′を補強材6の肉厚分程摺動可能に挿
設し、該固定金具5′を補強材6に穿設した略L
字形状の係止孔61′に掛止することにより吊り
下げることも可能である。この場合、該係止孔を
鍵穴形状としてもよい。 As shown in FIG. 4, a fixing fitting 5' having locking protrusions 51' and 51' at both ends can be slid into the insertion hole 21 provided at the upper end of the base column 2 by the thickness of the reinforcing member 6. and the fixing metal fitting 5' is bored into the reinforcing material 6.
It is also possible to hang it by hanging it in the letter-shaped locking hole 61'. In this case, the locking hole may be shaped like a keyhole.
以上の様にして、更にもう一つの吊り金物も吊
り下げられ、一対の吊り金物1,1となつてい
る。そして、上記吊り金物1,1の腕木4,4間
をつなぎ材12,12にて支持しかつつなぎ材1
2,12間に棚板10が載架される。これにより
1つの作業台Aが形成される。同じように上階又
は下階の踊り場にも作業台Bが構成される。 In the manner described above, yet another hanging hardware is also suspended, forming a pair of hanging hardware 1,1. Then, the arms 4, 4 of the hanging hardware 1, 1 are supported by connecting materials 12, 12, and the connecting materials 1
A shelf board 10 is mounted between 2 and 12. As a result, one workbench A is formed. Similarly, a workbench B is also configured on the landing on the upper or lower floor.
尚、作業台A,Bが階段側に向く場合、すなわ
ち、吊り金物1の支柱3が基柱2より階段側に設
置する場合と、それと逆に設置する場合とがあり
得るが、いずれによるかは踊り場の広さ、階段の
傾斜等から判断して適宜に定める。 It should be noted that there are cases where the workbenches A and B face the stairs, that is, where the support 3 of the hanging hardware 1 is installed closer to the stairs than the base pillar 2, and where it is installed in the opposite direction. shall be determined as appropriate based on the size of the landing, the slope of the stairs, etc.
本実施例では、作業台A,Bがともに階段側を
向いている場合につき説明する。 In this embodiment, a case will be described in which workbenches A and B both face the stairs.
第5図は、吊り下げ配置された仕上げ足場の側
面図である。 FIG. 5 is a side view of the finishing scaffold in a hanging arrangement.
A,B両作業台間には階段勾配とほぼ等しい勾
配で一対の布パイプ11,11が架設され、この
布パイプ11,11をつなぎ材12により支持す
る。そして、これら吊り作業台A,B間でかつつ
なぎ材12,12……上に足場板13を張設す
る。 A pair of cloth pipes 11, 11 are installed between the work benches A and B at a slope substantially equal to the slope of the stairs, and these cloth pipes 11, 11 are supported by a tie material 12. Then, a scaffolding board 13 is stretched between these hanging work platforms A and B and on the connecting materials 12, 12, . . . .
又、この足場板13上には施工者の足場の安定
を図るスベリ止め14が適宜に取付けられてい
る。 Furthermore, a non-slip 14 is appropriately attached to the scaffold board 13 to stabilize the scaffolding of the builder.
尚、第6図の平面図で示すように作業台Aの約
1/2の部分は、作業台Aが吊り下げられた踊り場
より下階にある作業台Bからの布パイプ11,1
1を受け、残りの1/2は上階にある作業台からの
布パイプ11,11を受ける構成となつている。 As shown in the plan view of FIG. 6, approximately 1/2 of the workbench A is connected to cloth pipes 11, 1 from the workbench B, which is located on the lower floor from the landing where the workbench A is suspended.
1, and the remaining 1/2 is configured to receive cloth pipes 11, 11 from the workbench located on the upper floor.
つぎに、本考案の鋼製階段用仕上げ足場の組み
立て並びに解体作業の手順を説明する。 Next, the steps for assembling and dismantling the finishing scaffold for steel stairs of the present invention will be explained.
鋼製階段の踊り場床8の下面に張設された補強
材6には予め係止孔61が穿設されている。 A locking hole 61 is pre-drilled in a reinforcing member 6 stretched on the lower surface of a landing floor 8 of a steel staircase.
そして、基柱2の上端の固定金具5を係止孔6
1に挿通する。 Then, attach the fixing metal fitting 5 at the upper end of the base column 2 to the locking hole 6.
1.
このようにして基柱2は、踊り場床8下面に吊
り下げられる。そして支柱3を基柱2から離すよ
うにして開き、基柱2と支柱3それぞれの下端に
あるクランプ9,9で腕木4を把持することによ
り吊り金物1はY字形に構成され、吊り下げられ
ている。同様にして、もうひとつの吊り金物1も
上記構成にして吊り下げられる。この一対の吊り
金物1,1の腕木4,4に棚板10を載架し、必
要に応じてつなぎ材12が適宜に架け渡される。 In this way, the base pillar 2 is suspended from the lower surface of the landing floor 8. Then, the support 3 is opened so as to be separated from the base 2, and the arm 4 is gripped with the clamps 9, 9 at the lower ends of the base 2 and the support 3, respectively, so that the hanging hardware 1 is formed into a Y-shape and is suspended. ing. Similarly, another hanging hardware 1 is also suspended with the above configuration. A shelf board 10 is mounted on the arms 4, 4 of the pair of hanging hardware 1, 1, and a connecting material 12 is appropriately spanned as needed.
以上により1つの踊り場床8から作業台が吊り
下げられる。他の踊り場床8からも作業台を吊り
下げる。 As described above, the workbench is suspended from one landing floor 8. A workbench is also suspended from the other landing floor 8.
この両作業台間に布パイプ11,11を架け渡
し、その上につなぎ材12を配置して布パイプ1
1,11間を支持する。そして、このつなぎ材1
2上に足場板13を張設する。これにより足場板
13は、作業台が形成された両踊り場間の階段勾
配と略等しい勾配で張設されることになる。更に
該足場板13上には適宜にスベリ止め14を取付
ける。 The cloth pipes 11, 11 are bridged between these two workbenches, the connecting material 12 is placed on top of the cloth pipes 11, and the cloth pipe 1
Supports between 1 and 11. And this binding material 1
Scaffolding board 13 is stretched over 2. As a result, the scaffold board 13 is stretched at a slope substantially equal to the slope of the stairs between both landings on which the work platforms are formed. Furthermore, a non-slip 14 is appropriately installed on the scaffold board 13.
又、第5図の様に作業員の安全性を図る為、必
要に応じて手すり、又は横揺れ防止用の管材1
5,15,15を適宜に組合せ、取付けることも
できる。 In addition, as shown in Figure 5, in order to ensure the safety of workers, handrails or pipes 1 to prevent rolling should be installed as necessary.
5, 15, and 15 can be appropriately combined and attached.
さらに、横揺れ防止の為につなぎ材12を階段
側板16にクランプで固定することもできる。 Furthermore, the tie material 12 can be fixed to the stair side plate 16 with a clamp to prevent horizontal shaking.
以上のような手段で本考案の足場は組立てられ
る。尚、布パイプとつなぎ材及びつなぎ材同志等
の結合は専用クランプや番線を用いて行なうこと
が出来る。 The scaffold of the present invention is assembled by the above-mentioned method. Incidentally, the connection between the cloth pipe, the connecting material, and the connecting materials can be carried out using a special clamp or wire.
上記のように組立てられた足場を解体するに
は、組立てた手順と反対の手順で行なえばよい。 To dismantle the scaffold assembled as described above, it is sufficient to follow the procedure opposite to the assembly procedure.
そして最後に挿通していた固定金具5を補強材
6の係止孔61から外し、解体は完了する。 Then, the fixing metal fitting 5 that was inserted last is removed from the locking hole 61 of the reinforcing member 6, and the disassembly is completed.
以上述べたように、本考案の鋼製階段用仕上げ
足場は従来の足場と異なり、各階の踊り場床下面
に張設される補強材を利用して作業台を強固に吊
り下げている。 As described above, the finished scaffold for steel stairs of the present invention is different from conventional scaffolding in that the work platform is firmly suspended by using reinforcing materials stretched under the landing floor of each floor.
しかも、作業台間に足場板を張設して足場を形
成するため、この足場組みが安定し、仕上げ作業
員の安全性を高めるものである。 Moreover, since the scaffolding is formed by stretching scaffolding boards between the workbenches, the scaffolding is stable and the safety of finishing workers is increased.
さらに、足場板は階段の勾配と略等しい勾配に
て張設される為、踊り場下面及び階段スラブの仕
上げ施工を容易に行なうことができ、型枠の組立
て及び解体作業も簡易であり転用の便に供し、そ
の上仕上げ施工工程にも優れた実用的効果を発揮
するものである。 Furthermore, since the scaffolding boards are installed at a slope that is approximately the same as the slope of the stairs, it is easy to finish the bottom surface of the landing and the stair slab, and the assembly and dismantling of the formwork is also simple, making it convenient for diversion. Furthermore, it has excellent practical effects in the finishing construction process.
第1図は吊り金物1が踊り場床8下面の補強材
6と固定金具5を介して吊り下げられている状態
の側面図、第2図は、第1図のX部の拡大図、第
3図は、固定金具5の代りにボルトV、ナツトN
を用いて螺着した他の実施例の一部省略側面図、
第4図は、基柱2と補強材6の係着部の更に他の
実施例の一部省略斜視図。第5図は、階段室内に
吊り下げ配置された仕上げ足場の側面図。第6図
は、階段室内に吊り下げ配置された仕上げ足場の
一部省略平面図である。
1……吊り金物、2……基柱、3……支柱、4
……腕木、5,5′……固定金具、6……補強材、
61,61′……係止孔、8……踊り場床、10
……棚板、13……足場板、16……階段側板、
A,B……吊り作業台。
Fig. 1 is a side view of the hanging hardware 1 suspended via the reinforcing material 6 on the lower surface of the landing floor 8 and the fixing fittings 5, Fig. 2 is an enlarged view of the X part in Fig. 1, and Fig. The figure shows bolts V and nuts N instead of fixing metal fittings 5.
A partially omitted side view of another embodiment screwed using
FIG. 4 is a partially omitted perspective view of still another embodiment of the engagement portion between the base column 2 and the reinforcing member 6. FIG. 5 is a side view of the finished scaffold suspended inside the staircase. FIG. 6 is a partially omitted plan view of the finished scaffold suspended inside the staircase. 1... Hanging hardware, 2... Base pillar, 3... Support column, 4
...Brace, 5,5'...Fixing metal fittings, 6...Reinforcement material,
61, 61'... Locking hole, 8... Landing floor, 10
... Shelf board, 13 ... Scaffolding board, 16 ... Stair side board,
A, B... Hanging workbench.
Claims (1)
り場の下部に各々作業台を形成し、該作業台間に
足場板を架設して成る鋼製階段用仕上げ足場であ
つて、 前記作業台は、前記両踊り場の床下面に張設さ
れた補強材の係止孔に基柱の上端に設けた固定金
具を押通して吊り下げるとともに、前記基柱の下
端と該基柱の略中央に枢着した支柱の下端とで腕
木を把持して一対の吊り金物を構成し、該吊り金
物の腕木間をつなぎ材を支持するとともに棚板を
載架して各々形成され、 前記両作業台間に一対の布パイプを架設すると
ともに両布パイプ間をつなぎ材にて支持し、該つ
なぎ材上にて足場板を、前記両踊り場間に設けら
れた階段の勾配と略等しい勾配にて張設したこと
を特徴とする鋼製階段用足場。[Scope of Claim for Utility Model Registration] Finished scaffolding for steel stairs consisting of work platforms formed at the bottom of the landing and at the bottom of the landings on the upper or lower floors, and scaffolding boards erected between the work platforms. The workbench is suspended by pushing a fixing fitting provided at the upper end of the base column through a locking hole of a reinforcing material stretched on the lower surface of the floor of both landings, and the workbench is suspended from the lower end of the base column. A pair of hanging hardware is formed by gripping the arms with the lower ends of the pillars pivoted approximately at the center of the base pillar, and each is formed by supporting a connecting material and mounting a shelf between the arms of the hanging hardware. , A pair of cloth pipes is installed between the two work platforms, and the two cloth pipes are supported by a connecting material, and a scaffold board is placed on the connecting material at a slope approximately equal to the slope of the stairs provided between the two landings. Scaffolding for steel stairs characterized by being installed at an equal slope.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18319283U JPS6090341U (en) | 1983-11-28 | 1983-11-28 | Finishing scaffolding for steel stairs |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18319283U JPS6090341U (en) | 1983-11-28 | 1983-11-28 | Finishing scaffolding for steel stairs |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6090341U JPS6090341U (en) | 1985-06-20 |
JPH028993Y2 true JPH028993Y2 (en) | 1990-03-05 |
Family
ID=30396535
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18319283U Granted JPS6090341U (en) | 1983-11-28 | 1983-11-28 | Finishing scaffolding for steel stairs |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6090341U (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0533620Y2 (en) * | 1987-03-16 | 1993-08-26 | ||
JP2501322Y2 (en) * | 1990-03-26 | 1996-06-19 | 鹿島建設株式会社 | Finishing scaffolding for stairs |
JP2013151821A (en) * | 2012-01-25 | 2013-08-08 | Kumagai Gumi Co Ltd | Suspension scaffold |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5727035B2 (en) * | 1976-10-12 | 1982-06-08 |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS54157419U (en) * | 1978-04-25 | 1979-11-01 | ||
JPS5918023Y2 (en) * | 1980-07-18 | 1984-05-25 | 岡部株式会社 | Hanging scaffold mounting parts |
-
1983
- 1983-11-28 JP JP18319283U patent/JPS6090341U/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5727035B2 (en) * | 1976-10-12 | 1982-06-08 |
Also Published As
Publication number | Publication date |
---|---|
JPS6090341U (en) | 1985-06-20 |
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