JPH0533620Y2 - - Google Patents

Info

Publication number
JPH0533620Y2
JPH0533620Y2 JP1987038648U JP3864887U JPH0533620Y2 JP H0533620 Y2 JPH0533620 Y2 JP H0533620Y2 JP 1987038648 U JP1987038648 U JP 1987038648U JP 3864887 U JP3864887 U JP 3864887U JP H0533620 Y2 JPH0533620 Y2 JP H0533620Y2
Authority
JP
Japan
Prior art keywords
nuts
stringers
hanging frame
hole
holes
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
Application number
JP1987038648U
Other languages
Japanese (ja)
Other versions
JPS63146044U (en
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 filed Critical
Priority to JP1987038648U priority Critical patent/JPH0533620Y2/ja
Publication of JPS63146044U publication Critical patent/JPS63146044U/ja
Application granted granted Critical
Publication of JPH0533620Y2 publication Critical patent/JPH0533620Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Description

【考案の詳細な説明】 「産業上の利用分野」 本考案は、鉄骨造階段室の段裏及び壁上部の仕
上げ用足場として使用する階段用吊足場に係るも
のである。
[Detailed description of the invention] "Industrial Application Field" The present invention relates to a hanging scaffold for stairs that is used as a finishing scaffold for the back of steps and the upper part of walls of a steel-framed staircase.

「従来の技術と考案が解決しようとする問題点」 鉄骨造の建物における階段室は、狭く、かつ、
形状が特殊なため、通常の踏面を反力とした足場
を架設すると、通行の障害となること等から、専
用の吊足場が提案されている(実開昭60−190341
号公報)。
``Problems that conventional technology and ideas are trying to solve'' Staircases in steel-framed buildings are narrow and
Due to the special shape of the scaffold, erecting a scaffold that uses normal treads as a reaction force would cause an obstruction to traffic, so a special suspended scaffold has been proposed (Utility Model 1983-190341)
Publication No.).

この吊足場は、各踊り場の裏面に付設されたリ
ブの適所にそれぞれ係止孔を設け、これらの係止
孔に、それぞれ吊り枠の上端に横設した係合ピン
を係合させて吊り枠を垂設し、これらの吊り枠
に、腕木及び傾斜する布パイプを架設すると共
に、布板をわたして成るものである。
This suspended scaffolding has locking holes at appropriate locations on the ribs attached to the back of each landing, and engaging pins installed horizontally at the upper end of the hanging frame are engaged with these locking holes to secure the hanging frame. are hung vertically, and arms and slanting cloth pipes are installed on these hanging frames, and cloth boards are placed across them.

しかし、この場合、 各踊り場の裏面に付設されたリブの適所にそ
れぞれ係止孔を設けて、吊り枠を垂設するた
め、位置的寸法的制約を受けるだけでなく、組
み立ても容易でない。また、位置的寸法的制約
を受けるため、既成の建枠や鋼製足場板、鋼製
登り桟橋等を利用し難く、コスト高となる。
However, in this case, locking holes are provided at appropriate locations on the ribs attached to the back surface of each landing, and the hanging frame is hung vertically, which not only imposes positional and dimensional constraints, but also makes assembly difficult. In addition, due to positional and dimensional constraints, it is difficult to use existing building frames, steel scaffolding boards, steel climbing piers, etc., resulting in high costs.

吊り枠が高さ調整・幅調整不能のため、作業
員の体格に合わせて足場の高さ・幅を調整でき
ないだけでなく、建物の状況に合わせて調整す
ることもできず、用途が制約される。
Because the hanging frame cannot be adjusted in height or width, it is not only not possible to adjust the height and width of the scaffold to suit the physique of the worker, but also the height and width of the scaffold cannot be adjusted to suit the condition of the building, which limits its use. Ru.

階段の中間部に吊り枠を設けないため、安定
性、安全性の面で劣る。
Because there is no hanging frame in the middle of the stairs, stability and safety are poor.

等の欠点がある。There are drawbacks such as.

本考案は、これらの欠点を除去しようとするも
のである。
The present invention seeks to eliminate these drawbacks.

「問題点を解決するための手段」 上記目的達成のため、本考案は、階段1の両側
のささら桁11の中間部と、該階段の踊り場2の
両側のささら桁21の前後に、それぞれ透孔41
を穿設すると共に、各透孔に合わせてそれぞれナ
ツト42を溶接し、これらのナツトにささら桁内
側から丸環43を着脱自在に螺着し、これらの丸
環に、透孔411を穿設した適宜長さのアングル
材44の一端を、それぞれその透孔441を以て
ボルト・ナツト45により連係し、各アングル材
44の他端にはクランプ47を固定し、これらの
クランプにそれぞれ吊り枠3を締結して垂設し、
これらの吊り枠3に適宜足場部材5を装着したこ
とを特徴とする。
"Means for Solving the Problems" In order to achieve the above object, the present invention provides transparency at the intermediate part of the stringers 11 on both sides of the staircase 1, and at the front and rear of the stringers 21 on both sides of the landing 2 of the stairs. Hole 41
At the same time, nuts 42 are welded in accordance with each through hole, round rings 43 are removably screwed onto these nuts from the inside of the stringer, and through holes 411 are bored in these round rings. One end of the angle members 44 of an appropriate length are connected by a bolt/nut 45 through the through hole 441, a clamp 47 is fixed to the other end of each angle member 44, and the hanging frame 3 is attached to each of these clamps. Fasten and hang it vertically.
A feature is that scaffolding members 5 are appropriately attached to these hanging frames 3.

「作用」 如上の構成であるから、階段1及び踊り場2の
ささら桁11,21は、既成の吊り枠3に適合す
る所定間隔での透孔41の穿設を可能にし、任意
な既成の吊り枠3の使用を可能にする。
"Function" With the above configuration, the stringers 11 and 21 of the stairs 1 and the landing 2 can be used to make it possible to drill through holes 41 at predetermined intervals that fit into the existing hanging frame 3, and to fit any existing hanging frame 3. Enables use of frame 3.

また、斯様に各ささら桁11,21に穿設した
複数の透孔41、これらの透孔に合わせて溶接し
たナツト42、これらのナツトに螺着した丸環4
3、これらの丸環に、一端を透孔441を以てボ
ルト・ナツト45により連係した適宜長さのアン
グル材44の一連の機械的結合関係は、ヒンジの
役割を果たし、吊り枠3の両側での自由な傾きを
可能にし、所定の長さ・幅に設定された既成の鋼
製足場板52、鋼製登り桟橋51等の足場部材5
を使用可能にする。
In addition, there are a plurality of through holes 41 drilled in each of the stringers 11 and 21 in this manner, nuts 42 welded to match these through holes, and round rings 4 screwed onto these nuts.
3. A series of mechanically connected angle members 44 of appropriate lengths connected to these round rings by bolts and nuts 45 with through holes 441 at one end serve as hinges, and the suspension frame 3 is Scaffolding members 5 such as ready-made steel scaffolding boards 52 and steel climbing piers 51 that allow free inclination and are set to predetermined lengths and widths.
enable use.

更に、各アングル材44の下端に固定したクラ
ンプ47は、吊り枠3に対する締結位置の選定に
より高さ調整を可能にする。
Furthermore, the height of the clamp 47 fixed to the lower end of each angle member 44 can be adjusted by selecting the clamping position with respect to the hanging frame 3.

「実施例」 図面は、本考案の実施例を示している。"Example" The drawings show an embodiment of the invention.

図において、1は、階段、2は、該階段の踊り
場、11,21は、階段及び踊り場のささら桁、
3は、これらのささら桁から治具4を以て垂設し
た吊り枠、5は、該吊り枠に装着した足場部材で
ある。
In the figure, 1 is a staircase, 2 is a landing of the staircase, 11 and 21 are stringers of the staircase and landing,
Reference numeral 3 designates a hanging frame suspended from these stringers using jigs 4, and reference numeral 5 designates a scaffolding member attached to the hanging frame.

治具4は、階段1の両側のささら桁11におい
て中間部に、また、踊り場2の両側のささら桁1
2において前後に、それぞれ透孔41を穿設し
て、各透孔に位置させてささら桁外側にナツト4
2を溶接し、これらのナツトにささら桁内側から
丸環43を螺着し、これらの丸環に、両端部に透
孔441を穿設した適宜長さのアングル材44の
一端を、その透孔を以てボルト・ナツト45によ
り連係し、つまり、ヒンジを設けて、階段室の内
寸法の変化に対応できるようにすると共に、壁面
から仕上げ用の間隔を確保できるようにし、各ア
ングル材44の他端に、透孔を以てボルト・ナツ
ト46によりクランプ47を固定し、これらのク
ランプに吊り枠3を連結している。なお、丸環4
3に代えガセツトプレートを用いてもよい。
The jig 4 is installed in the middle part of the stringers 11 on both sides of the staircase 1, and in the middle part of the stringers 11 on both sides of the landing 2.
2, drill through holes 41 at the front and rear, and insert nuts 4 at the outside of the stringer by placing them in each through hole.
2, screw the round rings 43 onto these nuts from the inside of the stringers, and attach one end of an appropriate length angle member 44 with through holes 441 at both ends to these round rings. They are interconnected by bolts and nuts 45 through holes, that is, hinges are provided to accommodate changes in the internal dimensions of the staircase, and to ensure a finishing distance from the wall. Clamps 47 are fixed to the ends with bolts and nuts 46 through holes, and the hanging frame 3 is connected to these clamps. In addition, round ring 4
Instead of 3, a gusset plate may be used.

吊り枠3は、階段1の箇所にあつては、単管3
1,31,32をクランプ33を以てコ字状に組
み、両端を両側の治具4のクランプ47に連結さ
せて成る。また、踊り場2の箇所にあつては、両
側で、それぞれコ字状の建枠34を倒立姿勢にて
対峙させて配して、それぞれ両端部を前後の治具
4のクランプ47に連結させて成る。なお、建枠
34に代えて単管とクランプとで組み立てたもの
を用いてもよい。
The hanging frame 3 is a single pipe 3 in the case of the stairs 1.
1, 31, and 32 are assembled in a U-shape using clamps 33, and both ends are connected to clamps 47 of jigs 4 on both sides. In addition, in the case of the landing 2, U-shaped building frames 34 are arranged facing each other in an inverted position on both sides, and both ends of each are connected to the clamps 47 of the front and rear jigs 4. Become. In addition, instead of the building frame 34, one assembled with a single pipe and a clamp may be used.

足場部材5は、鋼製登り桟橋51と鋼製足場板
52とから成り、該足場板52は、踊り場2の箇
所の吊り枠3をなす対峙する建枠34の相互間に
掛け渡し、登り桟橋51は、下段の足場板52と
階段中間部の吊り枠3、該吊り枠と上段の足場板
52との間にそれぞれ掛け渡している。なお、登
り桟橋51に代え階段枠を用いてもよい。
The scaffolding member 5 consists of a steel climbing pier 51 and a steel scaffolding board 52, and the scaffolding board 52 is spanned between the opposing building frames 34 forming the hanging frame 3 at the landing 2, and is connected to the climbing pier. 51 spans between the lower scaffolding board 52 and the hanging frame 3 at the middle part of the stairs, and between the hanging frame and the upper scaffolding board 52, respectively. Note that a stair frame may be used instead of the climbing pier 51.

「考案の効果」 本考案によれば、足場の取り付け、取り外しが
簡単に行え、通行の支障となることがなく、段裏
及び壁上部の仕上げ作業が容易かつ安全に行える
ことは勿論のこと、階段1及び踊り場2のささら
桁11,21に吊り枠3を垂設するための透孔4
1を穿設したので、既成の吊り枠3に適合する所
定間隔で簡単に透孔41を穿設でき、したがつ
て、任意な既成の吊り枠3を支障なく使用するこ
とができる。
``Effects of the invention'' According to the invention, scaffolding can be easily installed and removed, it does not obstruct traffic, and finishing work behind steps and on the top of walls can be done easily and safely. A through hole 4 for hanging a hanging frame 3 on the stringers 11 and 21 of the stairs 1 and the landing 2
1, the through holes 41 can be easily bored at predetermined intervals that match the existing hanging frame 3, and therefore any existing hanging frame 3 can be used without any problem.

また、各ささら桁11,21に穿設した複数の
透孔41、これらの透孔に合わせて溶接したナツ
ト42、これらのナツトに螺着した丸環43、こ
れらの丸環に、一端を透孔441を以てボルト・
ナツト45により連係した適宜長さのアングル材
44の一連の機械的結合関係がヒンジの役割を果
たすので、吊り枠3には両側で自由に傾かせるこ
とができ、したがつて、所定の長さ・幅に設定さ
れた既成の鋼製足場板52、鋼製登り桟橋51等
の足場部材5を任意に使用できる。
In addition, a plurality of through holes 41 are drilled in each of the stringers 11 and 21, nuts 42 are welded to match these through holes, round rings 43 are screwed onto these nuts, and one end of these round rings is provided with a transparent hole. Bolt through hole 441
Since a series of mechanically connected angle members 44 of appropriate length linked by nuts 45 serve as a hinge, the suspension frame 3 can be tilted freely on both sides, and therefore can be adjusted to a predetermined length. - Scaffolding members 5 such as a steel scaffolding board 52, a steel climbing pier 51, etc., which are set to the width, can be used as desired.

更に、各アングル材44の下端に固定したクラ
ンプ47により、吊り枠3に対する締結位置を任
意に選定でき、したがつて、高さを自由に調整す
ることができる。
Furthermore, the clamp 47 fixed to the lower end of each angle member 44 allows the fastening position to be arbitrarily selected with respect to the hanging frame 3, and therefore the height can be freely adjusted.

よつて、従来のように、取り付けや組み立てに
位置的寸法的制約を受けることはなく、組み立て
は容易であり、既成の建枠や鋼製足場板、鋼製登
り桟橋等を有効に利用できて、コストを低減で
き、また、吊り枠の高さ調整・幅調整が簡単に行
え、作業員の体格に合わせて、或いは、建物の状
況に合わせて、足場の高さ・幅を調整できて、用
途を拡大でき、しかも、階段の中間部に吊り枠を
設けるので、安定性、安全性を高めることができ
る。
Therefore, unlike conventional methods, installation and assembly are not subject to positional and dimensional restrictions, and assembly is easy, and existing building frames, steel scaffolding boards, steel climbing piers, etc. can be used effectively. In addition, the height and width of the hanging frame can be easily adjusted, and the height and width of the scaffold can be adjusted to suit the physique of the worker or the building situation. The use can be expanded, and since a hanging frame is provided in the middle of the stairs, stability and safety can be improved.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は、本考案の実施例で、第1図は、側面
図、第2図は、截断正面図、第3図は、要部の拡
大截断側面図である。 1……階段、2……踊り場、3……吊り枠、4
……治具、5……足場部材、11,21……ささ
ら桁、31,32……単管、33……クランプ、
34……建枠、41……透孔、42……ナツト、
43……丸環、44……アングル材、45,46
……ボルト・ナツト、47……クランプ、51…
…登り桟橋、52……足場板、441……透孔。
The drawings show an embodiment of the present invention; FIG. 1 is a side view, FIG. 2 is a cutaway front view, and FIG. 3 is an enlarged cutaway side view of the main parts. 1...Stairs, 2...Landing, 3...Hanging frame, 4
... jig, 5 ... scaffolding member, 11, 21 ... stringer, 31, 32 ... single pipe, 33 ... clamp,
34...Building frame, 41...Through hole, 42...Natsuto,
43...Round ring, 44...Angle material, 45,46
...Bolt/Nut, 47...Clamp, 51...
...Climbing pier, 52...Scaffolding board, 441...Through hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 階段1の両側のささら桁11の中間部と、該階
段の踊り場2の両側のささら桁21の前後に、そ
れぞれ透孔41を穿設すると共に、各透孔に合わ
せてそれぞれナツト42を溶接し、これらのナツ
トにささら桁内側から丸環43を着脱自在に螺着
し、これらの丸環に、透孔411を穿設した適宜
長さのアングル材44の一端を、それぞれその透
孔441を以てボルト・ナツト45により連係
し、各アングル材44の他端にはクランプ47を
固定し、これらのクランプにそれぞれ吊り枠3を
締結して垂設し、これらの吊り枠3に適宜足場部
材5を装着したことを特徴とする階段用吊足場。
Holes 41 are drilled in the middle of the stringers 11 on both sides of the staircase 1 and at the front and back of the stringers 21 on both sides of the landing 2 of the stairs, and nuts 42 are welded to each hole. Round rings 43 are removably screwed onto these nuts from the inside of the stringers, and one end of an angle member 44 of an appropriate length having a through hole 411 is inserted into each of these round rings through the through hole 441. They are connected by bolts and nuts 45, and a clamp 47 is fixed to the other end of each angle member 44, and hanging frames 3 are fastened to these clamps and hung vertically, and scaffolding members 5 are appropriately attached to these hanging frames 3. A hanging scaffold for stairs characterized by being installed.
JP1987038648U 1987-03-16 1987-03-16 Expired - Lifetime JPH0533620Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987038648U JPH0533620Y2 (en) 1987-03-16 1987-03-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987038648U JPH0533620Y2 (en) 1987-03-16 1987-03-16

Publications (2)

Publication Number Publication Date
JPS63146044U JPS63146044U (en) 1988-09-27
JPH0533620Y2 true JPH0533620Y2 (en) 1993-08-26

Family

ID=30851086

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987038648U Expired - Lifetime JPH0533620Y2 (en) 1987-03-16 1987-03-16

Country Status (1)

Country Link
JP (1) JPH0533620Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2501322Y2 (en) * 1990-03-26 1996-06-19 鹿島建設株式会社 Finishing scaffolding for stairs
KR101031313B1 (en) 2008-10-07 2011-04-29 김송강 The construction workbench for an elevator infrastructure establishment
JP2013151821A (en) * 2012-01-25 2013-08-08 Kumagai Gumi Co Ltd Suspension scaffold

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6090341U (en) * 1983-11-28 1985-06-20 鹿島建設株式会社 Finishing scaffolding for steel stairs

Also Published As

Publication number Publication date
JPS63146044U (en) 1988-09-27

Similar Documents

Publication Publication Date Title
US6003630A (en) Unilateral scaffold system
US8245816B2 (en) Integral safety system which can be used for construction
JPH0533620Y2 (en)
KR20020047071A (en) Rail railing (scaffolding) clamping device in the construction site.
JPH0673243U (en) Steel pipe scaffolding staircase frame
JP2951286B2 (en) Stair unit
KR200288007Y1 (en) Rail railing (scaffolding) clamping device in the construction site.
JPH08199799A (en) Temporary suspension staircase
JPH071428Y2 (en) Temporary safety handrail for steel stairs
JPH0711181B2 (en) Portable walkway for construction
JPH052738Y2 (en)
JPH028993Y2 (en)
JPH0443141B2 (en)
JPH0453397Y2 (en)
JPH1072939A (en) Main rope support and main rope erection method in construction of prestressed concrete building using main rope support
JPH07259462A (en) Folding type temporary staircase
JPH0635063Y2 (en) Scaffolding
JPH076248Y2 (en) Balcony assembly structure
JP2002097800A (en) Continuous installation method of stairsway for temporary scaffold
JPS603881Y2 (en) Structure of handrail attachment part
JPH0428993Y2 (en)
CA2295679C (en) Unilateral scaffold system
JPH0717693Y2 (en) Temporary handrail device for stairs
JPH0628089U (en) Jig for temporary passage
JP2981982B2 (en) Building railing