JPH1030335A - Scaffold plate for construction - Google Patents

Scaffold plate for construction

Info

Publication number
JPH1030335A
JPH1030335A JP18471096A JP18471096A JPH1030335A JP H1030335 A JPH1030335 A JP H1030335A JP 18471096 A JP18471096 A JP 18471096A JP 18471096 A JP18471096 A JP 18471096A JP H1030335 A JPH1030335 A JP H1030335A
Authority
JP
Japan
Prior art keywords
bottom edge
scaffold plate
construction
nonslip material
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.)
Granted
Application number
JP18471096A
Other languages
Japanese (ja)
Other versions
JP3863946B2 (en
Inventor
Tsuyoshi Onoe
強 尾上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nikko Co Ltd
Nikko KK
Original Assignee
Nikko Co Ltd
Nikko KK
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 Nikko Co Ltd, Nikko KK filed Critical Nikko Co Ltd
Priority to JP18471096A priority Critical patent/JP3863946B2/en
Publication of JPH1030335A publication Critical patent/JPH1030335A/en
Application granted granted Critical
Publication of JP3863946B2 publication Critical patent/JP3863946B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Ladders (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent a nonslip material from peeling off, by boring a pair of leakage holes for a nonslip material at the bottom edge of a scaffold plate with a specified distance from each other, in a metallic scaffold plate for construction work used for scaffolds of temporary erection. SOLUTION: Both side edges of a thin steel plate are bent to form a reinforcing edge 2 and a bottom edge 3 and form a unit section plate 4 for scaffolds. Two unit section plates 4 for scaffolds are arranged and caps are fitted to both ends and fixed thereto to form a scaffold plate 1 for construction works. A pair of leakage holes 7, 7 of a nonslip material are opened at the bottom edge 3 with an appropriate distance. A nonslip material S made of synthetic resin having a specified thickness is applied on the bottom edge 3. The nonslip material S penetrates from the leakage holes 7, 7 into the inside of the bottom edge 3 and joins together at the back of the bridging part 8 between the leakage holes 7, 7 to hold the bridging part 8 and firmly fix the nonslip material S at the bottom edge 3. Accordingly, the nonslip material applied on the bottom edge 3 of the scaffold plate 1 is effectively prevented from peeling off.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、仮設用足場として
用いられる建設用足場板に関し、特に、底面に滑止め材
による滑止めを施した建設用足場板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffold for construction used as a temporary scaffold, and more particularly, to a construction scaffold having a bottom surface slip-proofed by a non-slip material.

【0002】[0002]

【従来の技術】金属製の建設用足場板を建枠の横架材に
掛け渡すときに建枠が金属製であると滑り易いために、
足場板の底面に滑止めが施されている。この滑止めとし
て足場板の底面の長手方向にホットメルトやシーリング
材等の合成樹脂よりなる滑止め材を所定の厚みで塗布し
て接着させたものがある。
2. Description of the Related Art When a construction frame made of metal is made of metal, it is easy to slip when a metal construction scaffolding plate is laid on a horizontal member of the construction frame.
The bottom of the scaffold is slip-proof. As a non-slip material, a non-slip material made of a synthetic resin such as a hot melt or a sealing material having a predetermined thickness is applied and adhered in the longitudinal direction of the bottom surface of the scaffold plate.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
ように滑止め材の接着力を利用して足場板の底面平部に
塗布するだけでは剥れることも多々あり、不都合を生じ
ていた。
However, as described above, application of the anti-slip member to the flat bottom of the scaffold plate using the adhesive force of the anti-slip member often causes the scaffold plate to be peeled off, resulting in inconvenience.

【0004】本発明は上記の点に鑑み、滑止め材が剥れ
にくいように工夫した建設用足場板を提供することを目
的とする。
[0004] In view of the above, it is an object of the present invention to provide a scaffold for construction that is devised so that the non-slip material is not easily peeled off.

【0005】[0005]

【課題を解決するための手段】本発明は上記の目的を達
成するために、薄鋼板の両側縁を折曲して補強縁を形成
し、該補強縁を更に内側に折曲して底縁部を形成した建
設用足場板において、前記底縁部に滑止め材漏出孔を足
場板の長手方向に沿って少なくとも一対ずつ隣接させな
がら所定間隔で穿設すると共に、底縁部に滑止め材を所
定の厚みで塗布したことを特徴としている。
According to the present invention, in order to achieve the above-mentioned object, a reinforcing edge is formed by bending both side edges of a thin steel sheet, and the reinforcing edge is further bent inward to form a bottom edge. In the construction scaffold plate formed with a portion, a non-slip material leakage hole is formed in the bottom edge portion at predetermined intervals while adjoining at least one pair at a time along the longitudinal direction of the scaffold plate, and a non-slip material is formed at the bottom edge portion. Is applied with a predetermined thickness.

【0006】[0006]

【発明の実施の形態】本発明の建設用足場板にあって
は、足場板の底縁部の長手方向に沿ってホットメルトや
シーリング材等の合成樹脂よりなる滑止め材を所定の厚
みにて塗布していくと、塗布された滑止め材の一部は底
縁部に穿設された滑止め材漏出孔より内側に漏れ、隣接
する滑止め材漏出孔の橋絡部の背面で接着して一体とな
って橋絡部を抱持するような形となり、滑止め材は足場
板から剥れにくいものとなる。
BEST MODE FOR CARRYING OUT THE INVENTION In a scaffold for construction according to the present invention, a non-slip material made of a synthetic resin such as a hot melt or a sealing material is formed to a predetermined thickness along a longitudinal direction of a bottom edge of the scaffold. When applied, a part of the applied non-slip material leaks inside the non-slip material leak hole drilled at the bottom edge and adheres to the back of the bridge of the adjacent non-slip material leak hole As a result, it becomes a shape that embraces the bridging part integrally, and the non-slip material is difficult to peel off from the scaffold plate.

【0007】[0007]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0008】図1は本発明の金属製の建設用足場板1の
底面を示す底面図であり、図2はその要部付近を切り欠
いて拡大した斜視図であって、所定長さの薄鋼板の両側
縁を図2に示すように折り曲げて補強縁2を形成し、更
に補強縁2の端部を折り曲げて底縁部3を形成して足場
板単体4を形成している。そしてこの足場板単体4を2
つ並べると共に、その両端部にプレス加工により成形し
たキャップ5を嵌め入れて固着すると共に、補強材6を
足場板単体4に掛け渡して固着し、建設用足場板1を構
成している。
FIG. 1 is a bottom view showing a bottom surface of a metal construction scaffold plate 1 of the present invention, and FIG. 2 is a perspective view in which the vicinity of the main part is cut away and enlarged. As shown in FIG. 2, both side edges of the steel plate are bent to form the reinforcing edge 2, and further, the ends of the reinforcing edge 2 are bent to form the bottom edge portion 3, thereby forming the scaffold plate unit 4. And this scaffold plate unit 4 is 2
The cap 5 formed by press working is fitted and fixed to both ends thereof, and the reinforcing material 6 is wrapped around and fixed to the scaffold plate unit 4 to form the scaffold plate 1 for construction.

【0009】また、底縁部3にはホットメルトやシーリ
ング材等の合成樹脂より成る滑止め材Sを漏出させる滑
止め材漏出孔7を一対ずつ足場板の長手方向に沿って適
宜間隔で穿設してあり、これら一対の滑止め材漏出孔7
の間にはそれぞれ橋を掛け渡したような橋絡部8を形成
している。
In the bottom edge portion 3, a pair of non-slip material leak holes 7 for releasing a non-slip material S made of a synthetic resin such as a hot melt or a sealing material are formed at appropriate intervals along the longitudinal direction of the scaffold plate. The pair of non-slip material leakage holes 7
Between them, a bridging portion 8 is formed like a bridge.

【0010】この底縁部3に合成樹脂より成る滑止め材
Sを所定の厚みで塗布すると、一対の滑止め材漏出孔7
より底縁部3の内側に滑止め材が漏出して行き、図3に
示すように橋絡部8の背面で接着して一体となし、滑止
め材Sが橋絡部8を抱持する形となって底縁部3に強固
に接着される。
When a non-slip material S made of synthetic resin is applied to the bottom edge 3 at a predetermined thickness, a pair of non-slip material leak holes 7 are formed.
The non-slip material leaks further into the inside of the bottom edge portion 3, and is bonded and integrated on the back surface of the bridging portion 8 as shown in FIG. 3, and the non-slip material S holds the bridging portion 8. The shape is firmly adhered to the bottom edge 3.

【0011】また、図4、図5に示すように底縁部3の
滑止め材漏出孔を一対ずつ切り落とし込んだ切り込み孔
9とすると、滑止め材Sを塗布して切り込み孔9から内
側に漏出させるとき、図6に示すように落とし込み部分
がガイドとなって一対の切り込み孔9の間に形成される
橋絡部8の背面に向かって滑止め材Sが回り込み易くな
り、滑止め材Sが橋絡部8を効果的に抱持して更に剥れ
にくいものとなる。
Further, as shown in FIGS. 4 and 5, when the slippery material leaking holes in the bottom edge 3 are cut into pairs of cutouts 9, a slippery material S is applied to inwardly extend from the cutout holes 9. When leaking, as shown in FIG. 6, the non-slip material S becomes easy to turn toward the back surface of the bridging portion 8 formed between the pair of cut holes 9, and the non-slip material S serves as a guide. Can effectively hold the bridging portion 8 and become more difficult to peel off.

【0012】[0012]

【発明の効果】以上のように本発明の建設用足場板にあ
っては、前記底縁部に滑止め材漏出孔を足場板の長手方
向に沿って少なくとも一対ずつ隣接させながら所定間隔
で穿設すると共に、底縁部に滑止め材を所定の厚みで塗
布したので、滑止め材が滑止め材漏出孔を通して底縁部
の内側に漏出して隣接する滑止め材漏出孔の橋絡部の背
面で接着して橋絡部を抱え込むようにして強固に固着さ
れ、剥れにくいものとできる。
As described above, in the construction scaffold plate of the present invention, at least a pair of anti-slip material leakage holes are drilled at predetermined intervals along the longitudinal direction of the scaffold plate at the bottom edge. In addition, since the anti-slip material is applied to the bottom edge at a predetermined thickness, the anti-slip material leaks through the anti-slip material leak hole to the inside of the bottom edge, and the bridging portion of the adjacent anti-slip material leak hole It is firmly adhered to the back side of the bridge so as to hold the bridging part, and can be hardly peeled off.

【0013】また、滑止め材漏出孔を切り落とし込んで
切り込み孔としたので、滑止め材が塗布されると落とし
込み部分がガイドとなって隣接する滑止め材漏出孔の橋
絡部背面に回り込み易くなり、更に剥れにくいものとで
きる。
Further, since the non-slip material leakage hole is cut off to form a notch hole, when the non-slip material is applied, the cut-in portion serves as a guide, so that the non-slip material leaks easily into the bridge portion back surface of the adjacent non-slip material leakage hole. And can be made more difficult to peel off.

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

【図1】本発明に係る建設用足場板の一部を省略した底
面図である。
FIG. 1 is a bottom view in which a part of a construction scaffold according to the present invention is omitted.

【図2】図1の要部を拡大した斜視図である。FIG. 2 is an enlarged perspective view of a main part of FIG. 1;

【図3】図1のA−A線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 1;

【図4】本発明に係る別の建設用足場板の一部を省略し
た底面図である。
FIG. 4 is a bottom view in which a part of another construction scaffold according to the present invention is omitted.

【図5】図4の要部を拡大した斜視図である。FIG. 5 is an enlarged perspective view of a main part of FIG. 4;

【図6】図4のB−B線断面図である。FIG. 6 is a sectional view taken along line BB of FIG. 4;

【符合の説明】 1…建設用足場板 2…補強縁 3…底縁部 7…滑止め材漏出孔 8…橋絡部 9…切り込み孔[Description of References] 1 ... Scaffolding plate for construction 2 ... Reinforcement edge 3 ... Bottom edge 7 ... Slipper leakage hole 8 ... Bridge 9 ... Cut-in hole

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】薄鋼板の両側縁を折曲して補強縁を形成
し、該補強縁を更に内側に折曲して底縁部を形成した建
設用足場板において、前記底縁部に滑止め材漏出孔を足
場板の長手方向に沿って少なくとも一対ずつ隣接させな
がら所定間隔で穿設すると共に、底縁部に滑止め材を所
定の厚みで塗布したことを特徴とする建設用足場板。
1. A construction scaffold plate in which a reinforcing edge is formed by bending both side edges of a thin steel sheet, and the reinforcing edge is further bent inward to form a bottom edge portion. A scaffold plate for construction characterized in that a stopper leaking hole is perforated at a predetermined interval while adjoining at least one pair at a time along the longitudinal direction of the scaffold plate, and a slipper is applied at a predetermined thickness to a bottom edge portion. .
【請求項2】前記滑止め材漏出孔は、底縁部を切り落と
し込んだ切り込み孔であることを特徴とする請求項1記
載の建設用足場板。
2. The scaffold plate for construction according to claim 1, wherein said anti-skid material leakage hole is a cut-out hole having a bottom edge cut off.
JP18471096A 1996-07-15 1996-07-15 Construction scaffolding board Expired - Fee Related JP3863946B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18471096A JP3863946B2 (en) 1996-07-15 1996-07-15 Construction scaffolding board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18471096A JP3863946B2 (en) 1996-07-15 1996-07-15 Construction scaffolding board

Publications (2)

Publication Number Publication Date
JPH1030335A true JPH1030335A (en) 1998-02-03
JP3863946B2 JP3863946B2 (en) 2006-12-27

Family

ID=16158021

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18471096A Expired - Fee Related JP3863946B2 (en) 1996-07-15 1996-07-15 Construction scaffolding board

Country Status (1)

Country Link
JP (1) JP3863946B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013249719A (en) * 2012-05-31 2013-12-12 Kyc Machine Industry Co Ltd Temporary scaffolding board
CN103938851A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Skid resistance scaffold floor with specially-strengthened structure
CN103938848A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure
CN103938846A (en) * 2014-05-04 2014-07-23 江苏博林机械制造有限公司 Skid resistance scaffold floor with strengthened structure
CN103938850A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Anti-slipping, reinforcing, load resisting and ponding preventing scaffold floor
CN103938847A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Load-resisting, anti-skidding and water-accumulation-preventing scaffold plate
CN103938849A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Particularly load resistant, skid resistant and water accumulation resistant foot plank

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013249719A (en) * 2012-05-31 2013-12-12 Kyc Machine Industry Co Ltd Temporary scaffolding board
CN103938846A (en) * 2014-05-04 2014-07-23 江苏博林机械制造有限公司 Skid resistance scaffold floor with strengthened structure
CN103938846B (en) * 2014-05-04 2016-07-06 江苏博林机械制造有限公司 Structural strengthening non-slip feet palm
CN103938851A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Skid resistance scaffold floor with specially-strengthened structure
CN103938848A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure
CN103938850A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Anti-slipping, reinforcing, load resisting and ponding preventing scaffold floor
CN103938847A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Load-resisting, anti-skidding and water-accumulation-preventing scaffold plate
CN103938849A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Particularly load resistant, skid resistant and water accumulation resistant foot plank
CN103938847B (en) * 2014-05-05 2016-07-06 江苏博林机械制造有限公司 The anti-skidding anti-hydrops scaffold board of anti-load
CN103938850B (en) * 2014-05-05 2016-08-24 江苏博林机械制造有限公司 The anti-load of anti-skidding reinforcement anti-ponding scaffold board

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