JPH0631043Y2 - Scaffolding board for construction - Google Patents

Scaffolding board for construction

Info

Publication number
JPH0631043Y2
JPH0631043Y2 JP3694889U JP3694889U JPH0631043Y2 JP H0631043 Y2 JPH0631043 Y2 JP H0631043Y2 JP 3694889 U JP3694889 U JP 3694889U JP 3694889 U JP3694889 U JP 3694889U JP H0631043 Y2 JPH0631043 Y2 JP H0631043Y2
Authority
JP
Japan
Prior art keywords
side plates
plate
pieces
scaffolding
rear side
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
JP3694889U
Other languages
Japanese (ja)
Other versions
JPH02129549U (en
Inventor
肇 村上
Original Assignee
明興金属工業株式会社
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 明興金属工業株式会社 filed Critical 明興金属工業株式会社
Priority to JP3694889U priority Critical patent/JPH0631043Y2/en
Publication of JPH02129549U publication Critical patent/JPH02129549U/ja
Application granted granted Critical
Publication of JPH0631043Y2 publication Critical patent/JPH0631043Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、主として多層階建築物の建設または補修の際
に使用れる鋼板製の建築用足場板に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a scaffolding plate made of steel plate, which is mainly used when constructing or repairing a multi-storey building.

〔従来の技術〕[Conventional technology]

近年、多層階構築物の建設または補修時に使用される足
場装置として、金属パイプ製の複数組の脚柱ユニットを
上方に継ぎ足し、或はジョイント部材を介して伸長及び
折畳み可能に連結することにより建枠を形成し、この建
枠を構築物外面に沿って所定間隔毎に立設して、これら
建枠間に足場板を上下多段に架設してなるものが開発さ
れており、組立、分解が迅速に行える上、繰り返し使用
できて長寿命であるため、広く使用されるに至ってい
る。
In recent years, as a scaffolding device used when constructing or repairing a multi-story building, a plurality of sets of pedestal units made of metal pipes are added upwards or are connected by joint members so as to be extendable and foldable, thereby constructing a building frame. A structure has been developed in which the building frames are erected at predetermined intervals along the outer surface of the structure, and scaffolding boards are erected between these building frames in a vertical multi-stage manner. Since it can be used and can be used repeatedly and has a long life, it has been widely used.

従来、このような足場装置に使用される鋼板製足場板と
しては、例えば第6図及び第7図に示すように、比較的
厚い一枚の鋼板を折曲げて形成された長尺の主部材(P)
の前後両端開放部にそれぞれ鋼板をコ字状に折曲げてな
る前後側板部材(Q)(Q)を溶接すると共に、長さ方向の両
端部にそれぞれ建枠の水平支持杆に係合されるフック金
具(06)(06)を一対ずつ取付けてなるものが知られてい
る。
Conventionally, as a steel plate scaffolding plate used for such a scaffolding device, for example, as shown in FIGS. 6 and 7, a long main member formed by bending a relatively thick steel plate. (P)
The front and rear side plate members (Q) and (Q), which are made by bending steel plates into U-shaped shapes, are welded to the open ends of the front and rear ends of each, and are engaged with the horizontal support rods of the building frame at both ends in the longitudinal direction. It is known that hook metal fittings (06) and (06) are attached one by one.

ところで、このような従来の足場装置の作製にあたって
は、所定寸法の長方形状に裁断された鋼板の幅方向中央
部を長尺の表面板(01)とし、この表面板(01)の左右両側
を下方に直角に折曲げ、更に、左右の折曲げ部分の下端
部を内側に直角に折曲げて、所定高さの左右側板(02)(0
3)と左右底面片(08)(09)とを形成することにより主部材
(P)を作製する一方、前記鋼板とは別部材である一対の
方形状鋼板をそれぞれコ字状に折曲げて、前後側板(04)
(05)と、該側板(04)(05)の下端に連設される前後底面片
(010)(011)と、前後側板(04)(05)の上端に連設される接
合片(04a)(05a)とからなる前後側板部材(Q)(Q)を作製し
た上で、前記足場板主体の表面板(01)の上面両端部に接
合片(04a)(05a)を、また、左右底面片(08)(09)の外底面
両端部に前後底面片(010)(011)をそれぞれ重ね合わせて
溶接すると共に、前後側板部材(Q)(Q)の外方となる所定
箇所にフック金具(06)(06)を取付けるようにしていた。
By the way, in the production of such a conventional scaffolding device, the central portion in the width direction of a steel sheet cut into a rectangular shape of a predetermined size is a long surface plate (01), and both left and right sides of this surface plate (01) are Bend downward at a right angle, and further bend the lower ends of the left and right bent parts inward at a right angle to form left and right side plates (02) (0
By forming 3) and left and right bottom pieces (08) (09)
While manufacturing (P), a pair of rectangular steel plates, which are separate members from the steel plate, are each bent into a U-shape, and front and rear side plates (04)
(05) and the front and rear bottom pieces connected to the lower ends of the side plates (04) and (05)
(010) (011), the front and back side plate member (Q) (Q) consisting of the joining pieces (04a) (05a) continuously provided at the upper ends of the front and back side plates (04) (05), The joining pieces (04a) (05a) are attached to both ends of the upper surface of the surface plate (01) mainly composed of scaffolding plates, and the front and rear bottom pieces (010) (011) are attached to both ends of the outer bottom surface of the left and right bottom pieces (08) (09). Each of them was overlapped and welded, and the hook metal fittings (06) and (06) were attached to predetermined positions on the outer sides of the front and rear side plate members (Q) and (Q).

〔考案が解決しようとする課題〕[Problems to be solved by the device]

しかしながら、上記従来構成の足場板を作製するにあた
っては、剛性を付与するため比較的厚い鋼板が使用され
ており、これに伴って重量も大きくなり取扱い上、不便
を来していた。
However, in manufacturing the scaffolding plate having the above-described conventional structure, a relatively thick steel plate is used to impart rigidity, and accordingly, the weight becomes large, which is inconvenient in handling.

また、鋼板により形成された主部材(P)と側板部材(Q)
(Q)とを所定形状に組立てる必要があると同時に、更
に、各部材(P)(Q)(Q)間の高精度な位置合わせ作業が必
要となるため、組立作業に多大な手間を要して著しく効
率が悪い上、これら部材(P)(Q)(Q)どうしの接合時には
表面板(01)と接合片(04a)(05a)間と左右底面片(08)(09)
と前後底面片(010)(011)間の都合大別して4箇所の溶接
が必要となるため、製造コストが著しく高価につくな
ど、製造上の問題点が大きい。
Also, the main member (P) and the side plate member (Q) formed of steel plates
It is necessary to assemble (Q) with a predetermined shape, and at the same time, highly precise alignment work between each member (P) (Q) (Q) is required, so assembly work requires a lot of labor. In addition, it is extremely inefficient, and when joining these members (P) (Q) (Q) together, between the face plate (01) and the joining pieces (04a) (05a) and the left and right bottom pieces (08) (09)
Since it is necessary to weld at four places, which are roughly divided between the front and rear bottom pieces (010) (011), the manufacturing cost is extremely high, which is a serious problem in manufacturing.

また、構造的にも表面板(01)の長さ方向の両端部分に接
合片(04a)(05a)の接合による段差(a)が生じるため、高
所での作業中のため僅かな段差(a)も可及的になくする
ことが安全性の観点より望まれ、該段差(a)に靴先が当
たってけつまづく虞れがあり、高所作業における高度の
安全性が要請されるこの種の足場板として安全性の確保
に問題が残るものであった。
Further, structurally, since a step (a) is generated at the both ends of the surface plate (01) in the length direction due to the joining of the joining pieces (04a) (05a), a slight step ( It is desirable to eliminate a) as much as possible from the viewpoint of safety, and there is a risk that the shoe tip may hit the step (a) and get stuck, and a high degree of safety is required when working in high places. As a scaffolding board of this kind, there remains a problem in ensuring safety.

本考案は、このような従来の問題点に鑑みてなされたも
ので、製造工程を簡略化し得て、且つ、従来品に比べて
薄い鋼板を使用しながら強度的に優れ、また、軽量化に
伴い取扱い上も便利となり、しかも良好な精度を有する
ものとすることができ、更に、高所作業における安全性
を十分に確保できると共に著しくコストダウンのできる
建築用足場板の提供を目的とするものである。
The present invention has been made in view of such conventional problems, can simplify the manufacturing process, and is excellent in strength while using a thin steel plate as compared with the conventional product, and is also lightweight. Accordingly, the object is to provide a scaffolding board for construction, which is convenient in handling, can be made to have good accuracy, and can sufficiently secure safety in work at high places and can significantly reduce the cost. Is.

〔課題を解決するための手段〕 上記目的を達成するために本考案の建築用足場板は、実
施例の図面に示すように、一枚の鋼板から形成される長
方形状表面板(1)の四方縁に所定高さの左右側板(2)(3)
と前後側板(4)(5)とを一体に設けてなる建築用足場板に
おいて、前記左右側板(2)(3)と前後側板(4)(5)とは表面
板(1)に対して直角に折曲げることにより形成され、且
つ、左右側板(2)(3)と前後側板(4)(5)の下端部にはこれ
ら側板(11)(12)(13)(14)に対して内側に直角に折曲げて
なる左右底面片(8)(9)と前後底面片(10)(11)とが連設さ
れており、前記前後底面片(10)(11)を前記左右底面片
(8)(9)に重合溶接し、更に、前記左右底面片(8)(9)の長
さ方向に亙って適宜間隔置きに複数枚の固定板(14)(14)
…(14)を架着してなることを特徴とするものである。
(Means for Solving the Problems) In order to achieve the above-mentioned object, the scaffolding board for construction of the present invention, as shown in the drawings of the embodiment, has a rectangular surface plate (1) formed of a single steel plate. Left and right side plates with a certain height on all sides (2) (3)
In the scaffolding board for construction, which is integrally provided with the front and rear side plates (4) (5), the left and right side plates (2) (3) and the front and rear side plates (4) (5) with respect to the surface plate (1) It is formed by bending at a right angle, and the lower ends of the left and right side plates (2) (3) and the front and rear side plates (4) (5) with respect to these side plates (11) (12) (13) (14) Left and right bottom pieces (8) (9) and front and back bottom pieces (10) (11) bent at a right angle to the inside are continuously provided, and the front and back bottom pieces (10) (11) are connected to the left and right bottom pieces.
(8) Polymerization welding to (9), and further, a plurality of fixing plates (14) (14) at appropriate intervals over the length direction of the left and right bottom pieces (8) (9).
... (14) is mounted and characterized.

〔作用〕[Action]

左右側板(2)(3)と前後側板(4)(5)は共に一枚の鋼板から
なり表面板(1)の四方縁から一体に連設されて折曲げに
より形成されたものであるから、表面板(1)に対して左
右及び前後の側板(2)〜(5)を溶接により接合する必要が
なく、従って強度的にも従来品に比して薄鋼板が使用で
きる上、強度的にも優れたものとなり運搬、取扱いも便
益となり、しかも、これらの側板(2)〜(5)と表面板(1)
とは足場板を構成する鋼板の型抜き時に位置関係が正確
に設定されるものであるから、これら側板(2)〜(5)と表
面板(1)間は全く位置ずれが生じない。
The left and right side plates (2) (3) and the front and rear side plates (4) (5) are both made of a single steel plate and are formed by bending them by being integrally connected from the four edges of the surface plate (1). Since it is not necessary to join the left and right and front and rear side plates (2) to (5) to the surface plate (1) by welding, thin steel plates can be used as compared with conventional products in terms of strength and It is also excellent in transportation and handling, and these side plates (2) to (5) and surface plate (1) are also
Since the positional relationship is accurately set when the steel plates constituting the scaffold plate are stamped out, there is no positional deviation between the side plates (2) to (5) and the surface plate (1).

また、製造に際しては、所要の寸法、形状に型抜きされ
た鋼板の所定の箇所をそれぞれ直角に折曲げた後、左右
底面片(8)(9)と前後底面片(10)(11)との重合部分のみを
溶接すれば済み、また、強度的にも従来品に比べ剛性が
強化され、しかの製造工程が著しく簡略化されるもので
ある。
Further, in manufacturing, after bending predetermined portions of the steel plate stamped into the required size and shape at right angles, left and right bottom surface pieces (8) (9) and front and rear bottom surface pieces (10) (11) and It suffices to weld only the superposed portion, and in terms of strength, the rigidity is strengthened as compared with the conventional product, and the manufacturing process of the measles is significantly simplified.

更に、表面板(1)上には側板(2)〜(5)との接合による段
差が生じないため、作業者の通行安全性が著しく確保で
きるものである。
Further, since there is no step on the surface plate (1) due to the connection with the side plates (2) to (5), the safety of the passage of the operator can be remarkably secured.

〔実施例〕〔Example〕

以下、本考案の実施例を図面に基づき詳細に説明する。
第1図〜第5図はこの実施例に係る建築用足場板を示し
ている。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
1 to 5 show a scaffolding board for construction according to this embodiment.

第1図〜第4図に示すように、この実施例の足場板は1
枚の鋼板からなり、長尺の長方形表面板(1)の四方縁に
所定高さの左右側板(2)(3)と、これよりも鋼板の厚さ分
だけ高い前後側板(4)(5)とを一体に設けると共に、前後
両端部に足場装置の建枠に設けた支持杆に係合させる周
知のフック金具(6)(7)を一対ずつ取付けてなるものであ
る。
As shown in FIG. 1 to FIG. 4, the scaffolding board of this embodiment is 1
It consists of a number of steel plates, the left and right side plates (2) (3) of a predetermined height on the four edges of a long rectangular surface plate (1), and the front and rear side plates (4) (5) higher than this by the thickness of the steel plate. ) Are integrally provided, and well-known hook metal fittings (6) and (7) for engaging with supporting rods provided on the building frame of the scaffolding device are attached to the front and rear end portions one by one.

即ち、前記左右側板(2)(3)と前後側板(4)(5)とは表面板
(1)に対して直角に折曲げることにより形成され、これ
ら各側板(2)〜(5)の下端部には、該側板(2)〜(5)に対し
て内側に直角に折曲げてなる細幅な左右底面片(8)(9)と
前後底面片(10)(11)とが連設されており、左右底面片
(8)(9)の外底面に前後側板(4)(5)の両端部を重ね合わせ
状態で、こられ重合部分を溶接により一体結合して足場
板主体(A)が形成される。また、前後側板(4)(5)の幅は
表面板(1)の幅よりもやや短く形成され、これによって
形成された左右側板(2)(3)の両端と前後側板(4)(5)との
隙間に前記フック金具(6)(7)が挿入され、リベットやボ
ルト、或は溶接により固着されることにより、足場板主
体(A)の両端に一対ずつのフック金具(6)(7)を突設して
なる足場板が形成されるものである。
That is, the left and right side plates (2) (3) and the front and rear side plates (4) (5) are surface plates.
Formed by bending at a right angle to (1), at the lower end of each of these side plates (2) to (5), bend at a right angle to the inside of the side plates (2) to (5). The left and right bottom surface pieces (8) (9) and the front and back bottom surface pieces (10) (11) are connected in series.
(8) The scaffolding plate main body (A) is formed by integrally joining the overlapping portions by welding in a state where both ends of the front and rear side plates (4) and (5) are superposed on the outer bottom surface of the (8) and (9). Further, the width of the front and rear side plates (4) (5) is formed to be slightly smaller than the width of the surface plate (1), and both ends of the left and right side plates (2) (3) and the front and rear side plates (4) (5) formed by this are formed. The hook metal fittings (6) and (7) are inserted into the gap between the hook metal fittings (6) and (7) and fixed by rivets, bolts, or welding, so that a pair of hook metal fittings (6) (6) ( A scaffolding plate formed by protruding 7) is formed.

尚、このように構成された足場板は足場板装置建枠間に
連続的に架設されるものであるため、隣合う足場板の一
端部のフック金具(6)(6)と他端部のフック金具(7)(7)が
一つの支持杆を共有する状態で係合されるため、両方の
足場板のフック金具(6)(7)どうしが支持杆上の同一箇所
で干渉し合わないように、前後のフック金具(6)(7)は位
置をずらして配設されている。また、前記表面板(1)の
上面には長さ方向に亙って複数本の浅い補強用平行突条
(12)(12)(12)及び滑り止め用のパンチ孔(13)(13)…(13)
が多数設けられている。
Since the scaffolding board configured in this way is continuously installed between the scaffolding board device building frames, the hook metal fittings (6) (6) at one end of the adjacent scaffolding board and the other end Since the hook metal fittings (7) (7) are engaged in a state of sharing one support rod, the hook metal fittings (6) (7) of both scaffold plates do not interfere with each other at the same position on the support rod. As described above, the front and rear hook fittings (6) and (7) are arranged so as to be displaced from each other. In addition, a plurality of shallow parallel reinforcing ridges are provided on the upper surface of the surface plate (1) in the longitudinal direction.
(12) (12) (12) and non-slip punch holes (13) (13)… (13)
Are provided in large numbers.

更に、前記左右底面片(8)(9)間には長さ方向に亙って適
宜間隔置きに複数枚の固定板(14)(14)…(14)を架設する
と共に、各固定板(14)(14)…(14)の両端部を左右底面片
(8)(9)に溶接してあり、これによって左右側板(2)(3)の
両側方への拡開変形を阻止している。
Further, between the left and right bottom surface pieces (8) and (9), a plurality of fixing plates (14), (14), ... (14) are installed at appropriate intervals over the length direction, and each fixing plate ( 14) (14)… Besides both ends of (14)
It is welded to (8) and (9), which prevents the lateral deformation of the left and right side plates (2) and (3).

前記足場板主体(A)は、例えば第5図に示すように一枚
の鋼板(C)を展開パターンに型抜きしたものから構成さ
れる。
The scaffolding plate main body (A) is composed of, for example, one steel plate (C) punched out in a development pattern as shown in FIG.

即ち、該鋼板(C)は中央部に表面板(1)のパターン(1a)を
配設し、該表面板パターン(1a)の左右両端縁に折曲げ線
(a1)(a2)を介して左右側板(2)(3)のパターン(2a)(3a)を
形成し、更に、該左右側板パターン(2a)(3a)の外端縁に
折曲げ線(b1)(b2)を介して左右底面片(8)(9)のパターン
(8a)(9a)を形成する一方、前記表面板パターン(1a)の前
後両端縁に折曲げ線(c1)(c2)を介して前後側板(4)(5)の
パターン(4a)(5a)を形成すると共に、該前後側板パター
ン(4a)(5a)の外端縁に折曲げ線(d1)(d2)を介して前後底
面片(10)(11)のパターン(10a)(11a)を形成してなるもの
で、全体として変形十字状に型抜き成形されており、自
動機等を用いて前記各折曲げ線(a1)〜(d2)に沿って全て
直角に山折りして、左右底面片(8)(9)の外底面と、これ
に重なる前後底面片(10)(11)とを周知の手法で溶接する
ことにより足場板主体(A)が作製されるものである。
That is, the steel plate (C) is provided with the pattern (1a) of the surface plate (1) in the central portion, and bending lines are formed on both left and right edges of the surface plate pattern (1a).
Form the patterns (2a) (3a) of the left and right side plates (2) (3) via (a 1 ) (a 2 ), and further fold them to the outer edge of the left and right side plate patterns (2a) (3a). Pattern of left and right bottom strips (8) (9) via lines (b 1 ) (b 2 )
While forming the (8a) (9a), the front and rear side plates (4) (5) pattern (4a) via bending lines (c 1 ) (c 2 ) at the front and rear edges of the surface plate pattern (1a) (5a) to form a, fold lines to the outer edges of the front rear side plate pattern (4a) (5a) (d 1) before and after the bottom piece via the (d 2) (10) ( 11) of the pattern (10a ) (11a) is formed, which is die-molded in the shape of a deformed cross as a whole, and is all right angled along each of the folding lines (a 1 ) to (d 2 ) using an automatic machine or the like. The scaffolding board main body (A) is produced by mountain-folding and welding the outer bottom surface of the left and right bottom surface pieces (8) (9) and the front and back bottom surface pieces (10) (11) overlapping with this by a known method. It is what is done.

このように構成されたこの実施例の足場板は、表面板
(1)の上面に、従来のような接合片の溶接による段差が
形成されないので、該段差につまづく危険性が解消さ
れ、安全性が著しく向上するものである。
The scaffolding plate of this embodiment configured as described above is a surface plate.
Since no step is formed on the upper surface of (1) due to welding of the joining piece as in the conventional case, the risk of getting stuck in the step is eliminated and the safety is significantly improved.

〔考案の効果〕[Effect of device]

以上説明したように本考案によるときは、一枚の鋼板か
ら構成され、左右側板(2)(3)と前後側板(4)(5)は共に表
面板(1)の四方縁から一体に連設されて折曲げにより形
成することができるので、表面板(1)に対し、これらの
側板(2)〜(5)の位置関係が正確に設定され、位置ずれを
確実になくすことができる。従って、該足場板の製造に
際しては、従来のような3枚の鋼板の位置ずれによる不
良品の発生が確実に防止されて、高精度な足場板を効率
よく生産することができる。
As described above, according to the present invention, it is composed of one steel plate, and the left and right side plates (2) (3) and the front and rear side plates (4) (5) are integrally connected from the four edges of the face plate (1). Since it is provided and can be formed by bending, the positional relationship of the side plates (2) to (5) with respect to the surface plate (1) is accurately set, and the positional deviation can be surely eliminated. Therefore, when manufacturing the scaffolding plate, it is possible to reliably prevent generation of defective products due to the positional displacement of the three steel plates as in the conventional case, and it is possible to efficiently produce a highly accurate scaffolding plate.

また、各部の折曲げた状態から左右底面片(8)(9)と、こ
れの外底面に重合した前後底面片(10)(11)との溶接を施
すだけで製造できるので、高価につく溶接を施す箇所を
大幅に削減でき、製造コストダウンの効果が著しく大き
い。
In addition, it can be manufactured by simply welding the left and right bottom surface pieces (8) (9) and the front and back bottom surface pieces (10) (11) superposed on the outer bottom surface of the bent parts of each part, so it is expensive. The number of places to be welded can be greatly reduced, and the effect of reducing the manufacturing cost is extremely large.

更に、表面板(1)上には側板(2)〜(5)との接合による段
差が全く生じないため、作業者の通行安全性を飛躍的に
向上させることができる上、従来品に比較した薄鋼板で
も充分な強度が得られ、軽量化されると共に運搬・取扱
いにも便益となり、特に高所での取扱に優れた効果を発
揮し、強度的にも優れた製品が得られるなど、使用上、
製造上の両面で従来にない優れた効果を奏するものとな
った。
Furthermore, since there is no step on the surface plate (1) due to the connection with the side plates (2) to (5), it is possible to dramatically improve the passage safety of workers and compare with the conventional product. Even with thin steel sheets, sufficient strength can be obtained, weight can be reduced, and transportation and handling can be beneficial. Especially, it is possible to obtain an excellent effect in handling at high places and to obtain a product with excellent strength. In use,
It has achieved excellent effects that were unprecedented in terms of both manufacturing aspects.

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

第1図〜第5図は本考案に係る建築用足場板の一実施例
を示すもので、第1図は外観斜視図、第2図は要部拡大
横断平面図、第3図は要部拡大縦断正面図、第4図は要
部拡大縦断側面図、第5図は該足場板の構成材料である
鋼板の型抜きパターンの一例を示す展開図である。第6
図及び第7図は従来例を示すもので、第6図は要部拡大
縦断正面図、第7図は要部拡大縦断側面図である。 (1)……表面板、(2)……左側板、(3)……右側板、(4)…
…前側板、(5)……後側板、(8)……左底面片、(9)……
右底面片、(10)……前底面片、(11)……後底面片、(14)
……固定板。
1 to 5 show an embodiment of a scaffolding board for construction according to the present invention. FIG. 1 is an external perspective view, FIG. 2 is an enlarged cross-sectional plan view of an essential part, and FIG. 3 is an essential part. FIG. 4 is an enlarged vertical front view, FIG. 4 is an enlarged vertical side view of a main part, and FIG. 5 is a development view showing an example of a die-cutting pattern of a steel plate which is a constituent material of the scaffold plate. Sixth
FIG. 7 and FIG. 7 show a conventional example, FIG. 6 is an enlarged vertical sectional front view of an essential part, and FIG. 7 is an enlarged longitudinal side view of an essential part. (1) …… Surface plate, (2) …… Left side plate, (3) …… Right side plate, (4)…
… Front plate, (5) …… Rear plate, (8) …… Left bottom plate, (9) ……
Right bottom piece, (10) …… Front bottom piece, (11) …… Rear bottom piece, (14)
...... Fixing plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】一枚の鋼板から形成される長方形状表面板
(1)の四方縁に所定高さの左右側板(2)(3)と前後側板(4)
(5)とを一体に設けてなる建築用足場板において、前記
左右側板(2)(3)と前後側板(4)(5)とは表面板(1)に対し
て直角に折曲げることにより形成され、且つ、左右側板
(2)(3)と前後側板(4)(5)の下端部にはこれら側板(11)(1
2)(13)(14)に対して内側に直角に折曲げてなる左右底面
片(8)(9)と前後底面片(10)(11)とが連設されており、前
記前後底面片(10)(11)を前記左右底面片(8)(9)に重合溶
接し、更に、前記左右底面片(8)(9)の長さ方向に亙って
適宜間隔置きに複数枚の固定板(14)(14)…(14)を架着し
てなることを特徴とする建築用足場板。
1. A rectangular surface plate formed from a single steel plate.
Left and right side plates (2) (3) and front and rear side plates (4) of a certain height on the four edges of (1)
(5) In the scaffolding board for construction integrally provided with, by bending the right and left side plates (2) (3) and the front and rear side plates (4) (5) at right angles to the surface plate (1) Formed and left and right side plates
(2) (3) and the front and rear side plates (4) (5) at the lower ends of these side plates (11) (1
2) Left and right bottom pieces (8) (9) and front and bottom bottom pieces (10) (11) bent at right angles to the inside of (13) (14) are connected in series. (10) (11) is superposed and welded to the left and right bottom pieces (8) and (9), and further fixed to the left and right bottom pieces (8) and (9) at appropriate intervals by fixing a plurality of sheets. A scaffolding board for construction, characterized by being constructed by installing boards (14) (14) ... (14).
JP3694889U 1989-03-29 1989-03-29 Scaffolding board for construction Expired - Lifetime JPH0631043Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3694889U JPH0631043Y2 (en) 1989-03-29 1989-03-29 Scaffolding board for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3694889U JPH0631043Y2 (en) 1989-03-29 1989-03-29 Scaffolding board for construction

Publications (2)

Publication Number Publication Date
JPH02129549U JPH02129549U (en) 1990-10-25
JPH0631043Y2 true JPH0631043Y2 (en) 1994-08-22

Family

ID=31543629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3694889U Expired - Lifetime JPH0631043Y2 (en) 1989-03-29 1989-03-29 Scaffolding board for construction

Country Status (1)

Country Link
JP (1) JPH0631043Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4791150B2 (en) * 2005-11-08 2011-10-12 日鐵住金建材株式会社 Cloth frame with floor and frame scaffold

Also Published As

Publication number Publication date
JPH02129549U (en) 1990-10-25

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