JP3074235B2 - Method of constructing temporary scaffold for steel stairs and support fitting used for the method - Google Patents

Method of constructing temporary scaffold for steel stairs and support fitting used for the method

Info

Publication number
JP3074235B2
JP3074235B2 JP05280145A JP28014593A JP3074235B2 JP 3074235 B2 JP3074235 B2 JP 3074235B2 JP 05280145 A JP05280145 A JP 05280145A JP 28014593 A JP28014593 A JP 28014593A JP 3074235 B2 JP3074235 B2 JP 3074235B2
Authority
JP
Japan
Prior art keywords
piece
attached
tip
temporary scaffold
steel
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 - Fee Related
Application number
JP05280145A
Other languages
Japanese (ja)
Other versions
JPH07109829A (en
Inventor
美浩 井
正夫 橋本
慎也 宮川
Original Assignee
丸井産業株式会社
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 丸井産業株式会社 filed Critical 丸井産業株式会社
Priority to JP05280145A priority Critical patent/JP3074235B2/en
Publication of JPH07109829A publication Critical patent/JPH07109829A/en
Application granted granted Critical
Publication of JP3074235B2 publication Critical patent/JP3074235B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、鋼製階段の仮設足場
の構築方法及びその構築方法に使用する支持金具に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a temporary scaffold for a steel staircase and a support fitting used for the method.

【0002】[0002]

【従来の技術】従来、鋼製階段は、構造物の所望の位置
に据え付けた後に、踏面部に所望の高さのコンクリート
を打設して仕上げるために、踏面部は蹴上げ部よりコン
クリートの打設高さ分だけ低く製作されている。すなわ
ち、蹴上げ部の上端が踏面部より上方に突出した状態で
あるために、作業者はその踏面部上の通行が非常に困難
であり、安全性も欠けるために、その段差をなくすため
に現場で適宜大きさに加工した型枠や桟木等を敷設した
り、あるいは蹴上げ部を被覆する共に、段差を無くなる
ようにした形状の養生材が開示されている。
2. Description of the Related Art Conventionally, a steel stair has been installed at a desired position on a structure, and then concrete having a desired height has been cast on the tread. It is made lower by the installation height. That is, since the upper end of the riser protrudes above the tread, it is very difficult for the worker to pass through the tread, and the safety is lacking. There is disclosed a curing material having a shape in which a formwork, a pier, or the like, which is appropriately processed in size, is laid, or a riser portion is covered and a step is eliminated.

【0003】[0003]

【発明が解決しようとする課題】上記従来の方法では、
型枠や桟木等を踏面部の大きさに合わせて現場で加工す
ること、また、それら加工した型枠等をそれぞれ蹴上げ
部に鉄線等により結束して取り付ける作業は非常に手間
であり、かなりの作業時間が必要となる。型枠や桟木
等、あるいは、上記記載の養生材であってもコンクリー
ト打設時には一度蹴上げ部から取り外さなければなら
ず、しかも、打設時、養生期間は通行ができないなどの
問題点を有する。
In the above conventional method,
It is extremely troublesome to process formwork, piers, etc. on site according to the size of the tread, and to bind and attach each of the processed formwork to the riser with iron wire etc. Work time is required. Even when using a formwork, a pier or the like, or the above-mentioned curing material, it must be once removed from the riser at the time of placing concrete, and at the time of placing, there is a problem that it is not allowed to pass during the curing period.

【0004】[0004]

【課題を解決するための手段】この発明は上記従来の課
題に鑑みなされたもので、その目的は、鋼製階段に沿っ
て容易に仮設足場を構築することができると共に、踏面
部にコンクリートを打設する際に撤去することなく、打
設養生中も作業者が安全に通行することができる仮設足
場を構築する手段の創出が望まれていた。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and an object of the present invention is to make it possible to easily construct a temporary scaffold along a steel staircase and to add concrete to a tread portion. It has been desired to create a means for constructing a temporary scaffolding that allows workers to pass safely even during casting and curing without casting.

【0005】その手段として、L型の金具本体の垂直片
の上端に形成した突出片を踏面部の基端の蹴上げ部の上
端に取付けると共に、水平片の先端に形成した掛止片を
該踏面部の先端の蹴上げ部の上端に取付けた支持金具
を、少なくとも2体以上適宜間隔で並設し、それら支持
金具の水平片に足場板を架設した状態で取付けて、同じ
手順で各踏面部に連続して取付けたことを特徴とする鋼
製階段用仮設足場の構築方法及び、L型の金具本体の垂
直片の上端に外方に突出する突出片を、水平片の先端に
上方に突出する足場板の固定片をそれぞれ形成すると共
に、その水平片の先端の下面に下方に開放したほぼコの
字型の掛止片を、水平片が掛止片に取り付ける蹴上げ部
の上端より上方に配置するように形成したことを特徴と
し、さらに、前記固定片の適所に釘孔を穿設したことを
特徴とする鋼製階段用仮設足場の支持金具を提供するこ
とにより前記従来の課題を解消するものである。
As means for this, a projecting piece formed at the upper end of the vertical piece of the L-shaped bracket main body is attached to the upper end of the kick-up section at the base end of the tread surface, and the hooking piece formed at the tip of the horizontal piece is treaded. At least two or more support brackets attached to the upper end of the riser at the end of the surface are arranged side by side at appropriate intervals, and a scaffold is mounted on a horizontal piece of these support brackets. A method of constructing a temporary scaffold for steel stairs, characterized by being continuously attached, and a projecting piece projecting outward at an upper end of a vertical piece of an L-shaped bracket main body, projecting upward at a tip of a horizontal piece. Each of the fixing pieces of the scaffolding plate is formed, and a substantially U-shaped hooking piece which is opened downward on the lower surface of the tip of the horizontal piece is arranged above the upper end of the kick-up part which the horizontal piece attaches to the hooking piece. Characterized in that the It is intended to solve the conventional problems by providing a support fitting steel stairs temporary scaffolding, characterized in that bored a nail hole in place of the pieces.

【0006】[0006]

【実施例】この発明の実施例を図面に基づいて詳細に説
明する。まず、鋼製階段用仮設足場の支持金具の構成に
ついて説明する。第1図は本発明の実施例を示す斜視
図、第2図は本発明の実施例を示す側面図であり、1は
適宜幅、厚さの鋼板をL型に形成した金具本体であり、
垂直片11の上端に外方に適宜長さ突出する突出片12
を一体に形成し、一方、水平片13の先端には上方に突
出する足場板の固定片14を一体に形成して、その固定
片14の適所に釘止め用の透孔15、16を穿設する。
次に、水平片13の先端の下面に下方に開放したほぼコ
の字型の掛止片17を設けるが、その際、水平片13の
端部を下方に突出した状態に屈曲させ、その屈曲した部
分に掛止片17を設けることにより、水平片13が掛止
片17に取り付ける蹴上げ部の上端より上方に配置する
ことができる。
An embodiment of the present invention will be described in detail with reference to the drawings. First, a description will be given of a configuration of a metal support for a temporary scaffold for steel stairs. FIG. 1 is a perspective view showing an embodiment of the present invention, FIG. 2 is a side view showing an embodiment of the present invention, and 1 is a bracket main body in which a steel plate having an appropriate width and thickness is formed into an L shape.
A protruding piece 12 that protrudes outward from the upper end of the vertical piece 11 as appropriate
On the other hand, a fixing piece 14 of a scaffold plate protruding upward is integrally formed at the end of the horizontal piece 13, and through holes 15 and 16 for nailing are formed in appropriate places of the fixing piece 14. Set up.
Next, a substantially U-shaped latching piece 17 which is opened downward is provided on the lower surface of the tip of the horizontal piece 13. At this time, the end of the horizontal piece 13 is bent so as to project downward, and the bending is performed. By providing the hooking piece 17 in the portion that has been set, the horizontal piece 13 can be disposed above the upper end of the kick-up section attached to the hooking piece 17.

【0007】第3図、及び第4図は本発明の別の実施例
を示す斜視図、及び側面図であり、L型に形成した金具
本体2は突出片22、固定片24、及び掛止片27を一
体に形成したものであり、鋳造や射出成形等の加工方法
で鋼製、あるいは、樹脂製により形成してもよい。
FIGS. 3 and 4 are a perspective view and a side view, respectively, showing another embodiment of the present invention. The metal body 2 formed in an L-shape includes a protruding piece 22, a fixing piece 24, and a hook. The piece 27 is integrally formed, and may be formed of steel or resin by a processing method such as casting or injection molding.

【0008】次にこの支持金具を使用した鋼製階段用仮
設足場の構築方法について詳細に説明する。第5図、第
6図は本発明に係る仮設足場の構築方法の実施例を示す
斜視図、及び、断面図である。まず、鋼製階段Aの踏面
部Bの基端の蹴上げ部Cの上端に本発明の支持金具の金
具本体1の垂直片11の上端の突出片12を、該踏面部
Bの先端の蹴上げ部Dの上端に水平片13の先端の掛止
片17を共に係止した状態で取付け、同様にして適宜間
隔で並設し、それら支持金具1、1の水平片13、13
上に足場板Eを架設した状態で載置する。次に足場板E
が支持金具1の水平片13から外れて落ちないように、
水平片13の先端に形成した固定片14に穿設した透孔
15、16から釘を打ちつけて固定して、同様の手順で
各踏面部に支持金具、足場板を連続して取付けて仮設足
場を構築する。その後、踏面部BにコンクリートGを打
設し、養生後、仮設足場の撤去の際に支持金具を取り外
すが、その場合、打設したコンクリート表面に支持金具
1のコの字型の掛止片17の内側の一片はコンクリート
に埋まっているためにそれらの跡をモルタルで充填して
仕上げる。
Next, a method of constructing a temporary scaffold for a steel stair using the support metal will be described in detail. 5 and 6 are a perspective view and a sectional view showing an embodiment of the method for constructing a temporary scaffold according to the present invention. First, the projecting piece 12 at the upper end of the vertical piece 11 of the metal fitting main body 1 of the support fitting of the present invention is attached to the upper end of the riser C at the base end of the tread B of the steel stair A, and the riser at the tip of the tread B. D is attached to the upper end of the horizontal piece 13 with the locking piece 17 at the tip end of the horizontal piece 13, and is similarly juxtaposed at appropriate intervals in the same manner.
The scaffolding plate E is placed on top of it. Next, scaffold E
So that it does not fall off the horizontal piece 13 of the support bracket 1,
Temporary scaffolds are fixed by hitting nails through through holes 15 and 16 formed in the fixing piece 14 formed at the tip of the horizontal piece 13 and continuously attaching a support bracket and a scaffold plate to each tread in the same procedure. To build. After that, concrete G is cast on the tread portion B, and after curing, the supporting bracket is removed when the temporary scaffold is removed. In this case, the U-shaped hooking piece of the supporting bracket 1 is attached to the surface of the cast concrete. Since the inside piece of 17 is buried in concrete, those marks are filled with mortar and finished.

【0009】[0009]

【発明の効果】以上詳細に説明したようにこの発明の鋼
製階段用仮設足場の構築方法及びその構築方法に使用す
る支持金具によれば、鋼製階段に沿って容易に、しか
も、確実に仮設足場を構築することができるために作業
能率の向上、作業者の安全が確保できる。また、コンク
リートの打設、養生期間中も仮設足場を撤去することが
なく作業性に優れるなど実用上有益な鋼製階段用仮設足
場の構築方法及びその構築方法に使用する支持金具を得
ることができる。
As described above in detail, according to the method for constructing a temporary staging for steel stairs of the present invention and the support fitting used for the method, it is possible to easily and reliably follow the steel stairs. Since a temporary scaffold can be constructed, work efficiency can be improved and worker safety can be ensured. In addition, it is possible to obtain a practically useful method of constructing a temporary scaffold for steel stairs, which is excellent in workability without removing the temporary scaffold even during the curing and curing period, and a supporting bracket used for the construction method. it can.

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

【図1】本発明に係る支持金具の実施例を示す斜視図FIG. 1 is a perspective view showing an embodiment of a support fitting according to the present invention.

【図2】本発明に係る支持金具の実施例を示す側面図FIG. 2 is a side view showing an embodiment of a support fitting according to the present invention.

【図3】本発明に係る支持金具の別の実施例を示す斜視
FIG. 3 is a perspective view showing another embodiment of the support fitting according to the present invention.

【図4】本発明に係る支持金具の別の実施例を示す側面
FIG. 4 is a side view showing another embodiment of the support fitting according to the present invention.

【図5】本発明に係る仮設足場の構築方法の実施例を示
す斜視図
FIG. 5 is a perspective view showing an embodiment of a method for constructing a temporary scaffold according to the present invention.

【図6】本発明に係る仮設足場の構築方法の実施例を示
す断面図
FIG. 6 is a sectional view showing an embodiment of a method for constructing a temporary scaffold according to the present invention.

【符号の説明】[Explanation of symbols]

1、2 金具本体 11 垂直片 12、22 突出片 13 水平片 14、24 固定片 15 透孔 16 透孔 17、27 掛止片 A 鋼製階段 B 踏面部 C 蹴上げ部 D 足場板 E 釘 F メッシュ筋 G コンクリート 1, 2 bracket main body 11 vertical piece 12, 22 projecting piece 13 horizontal piece 14, 24 fixing piece 15 through hole 16 through hole 17, 27 hanging piece A steel stairs B tread portion C riser portion D scaffold plate E nail F mesh Bar G Concrete

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04G 1/36 E04F 11/12 E04F 11/16 - 11/16 501 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04G 1/36 E04F 11/12 E04F 11/16-11/16 501

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 L型の金具本体の垂直片の上端に形成し
た突出片を階段の踏面部基端の蹴上げ部上端に取付ける
と共に、水平片の先端に形成した掛止片を該踏面部の先
端の蹴上げ部上端に取付けた支持金具を少なくとも2体
以上適宜間隔で並設し、それら支持金具の水平片の上に
足場板を架設した状態で載置して、同じ手順で各踏面部
に連続して取付けたことを特徴とする鋼製階段用仮設足
場の構築方法。
1. A projecting piece formed at an upper end of a vertical piece of an L-shaped bracket main body is attached to an upper end of a riser at a base end of a tread portion of a stair, and a latching piece formed at a tip of a horizontal piece is attached to the tread portion. At least two or more support fittings attached to the upper end of the riser at the tip are juxtaposed at appropriate intervals, placed on a horizontal piece of the support fittings with a scaffolding plate erected, and placed on each tread in the same procedure. A method of constructing a temporary scaffold for steel stairs, which is attached continuously.
【請求項2】 L型の金具本体の垂直片の上端に外方に
突出する突出片を、水平片の先端に上方に突出する足場
板の固定片をそれぞれ形成すると共に、その水平片の先
端の下面に下方に開放したほぼコの字型の掛止片を、水
平片が掛止片に取り付ける蹴上げ部の上端より上方に配
置するように形成したことを特徴とする鋼製階段用仮設
足場の支持金具。
2. An L-shaped metal fitting body having a vertical piece at the upper end of a vertical piece and a fixing piece of a scaffold plate projecting upward at the tip of the horizontal piece, and a tip of the horizontal piece. A temporary scaffold for a steel staircase, characterized in that a substantially U-shaped hooking piece opened downward on the lower surface of the staircase is formed so that the horizontal piece is disposed above the upper end of a riser portion attached to the hooking piece. Support bracket.
【請求項3】 前記固定片の適所に釘孔を穿設したこと
を特徴とする請求項2に記載の鋼製階段用仮設足場の支
持金具。
3. The supporting bracket for a steel staircase according to claim 2, wherein a nail hole is formed at an appropriate position of the fixing piece.
JP05280145A 1993-10-12 1993-10-12 Method of constructing temporary scaffold for steel stairs and support fitting used for the method Expired - Fee Related JP3074235B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05280145A JP3074235B2 (en) 1993-10-12 1993-10-12 Method of constructing temporary scaffold for steel stairs and support fitting used for the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05280145A JP3074235B2 (en) 1993-10-12 1993-10-12 Method of constructing temporary scaffold for steel stairs and support fitting used for the method

Publications (2)

Publication Number Publication Date
JPH07109829A JPH07109829A (en) 1995-04-25
JP3074235B2 true JP3074235B2 (en) 2000-08-07

Family

ID=17620959

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05280145A Expired - Fee Related JP3074235B2 (en) 1993-10-12 1993-10-12 Method of constructing temporary scaffold for steel stairs and support fitting used for the method

Country Status (1)

Country Link
JP (1) JP3074235B2 (en)

Also Published As

Publication number Publication date
JPH07109829A (en) 1995-04-25

Similar Documents

Publication Publication Date Title
US20060260238A1 (en) Refinement to the construction systems for structures in reinforced concrete or some other material of high-precision intergral modular forms
TW542868B (en) A stair structure and construction method thereof
US3994113A (en) Stairs and railing system for multi-floored buildings and method of constructing same
JP3682588B2 (en) Building member connection structure of H-shaped steel continuous foundation beam
JPH08312090A (en) Construction method of concrete stair with stepped form left, and stepped form
JP3074235B2 (en) Method of constructing temporary scaffold for steel stairs and support fitting used for the method
WO1998036141A1 (en) Safety guardrail apparatus
JP2992881B2 (en) Skirting clasp for opening curing
US4050203A (en) Stairs and railing system for multi-floored buildings and method of constructing same
JP3180246B2 (en) Construction method and construction member for reinforced concrete structure
KR200209007Y1 (en) Handrail temporary support
JPH0572503B2 (en)
JPS5930122Y2 (en) handrail post
US2150586A (en) Concrete stair
TWI818860B (en) Safety railing for building structure, building structure with safety railing and construction method thereof
JP2960572B2 (en) Handrail tipping method for overhanging parts such as balconies
JP3356853B2 (en) Formwork equipment
KR200326093Y1 (en) Railing of concrete sheeting for building
JP3104755B2 (en) Advance construction method and construction tools for overhanging parts such as balconies
JPH03194093A (en) Elevating step for erecting steel frame
TW202430764A (en) Safety railing for building structure, building structure with safety railing and construction method thereof
JP3798856B2 (en) Construction method of concrete structure using PCa wall formwork
JPS631718Y2 (en)
JPH0988348A (en) Method for constructing foundation beam
KR960008844Y1 (en) Safety railing for constructing a building

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090602

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees