JPH11131819A - Surrounding plate for construction site - Google Patents
Surrounding plate for construction siteInfo
- Publication number
- JPH11131819A JPH11131819A JP29422297A JP29422297A JPH11131819A JP H11131819 A JPH11131819 A JP H11131819A JP 29422297 A JP29422297 A JP 29422297A JP 29422297 A JP29422297 A JP 29422297A JP H11131819 A JPH11131819 A JP H11131819A
- Authority
- JP
- Japan
- Prior art keywords
- construction site
- plate
- surrounding
- crank
- shroud
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 239000000463 material Substances 0.000 claims description 5
- 238000003780 insertion Methods 0.000 description 21
- 230000037431 insertion Effects 0.000 description 21
- 238000005452 bending Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000956 alloy Substances 0.000 description 2
- 229910045601 alloy Inorganic materials 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Landscapes
- Fencing (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は工事現場の周囲を囲繞す
る囲い板に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shroud surrounding a construction site.
【0002】[0002]
【従来の技術】工事現場の周囲を囲繞する囲い板は一般
に鋼板、アルミニウムやその合金もしくは合成樹脂材料
で縦長に形成された板材の両側縁部を平面視でコの字状
に折り曲げて形成してある。そして、かかる囲い板は工
事現場の周囲に枠組みされた固定フレームの横桟部分に
隣合う囲い板のコの字状の端縁同士を当接させた状態で
並べて工事現場の周囲を囲繞するとともに、先端部分に
フックを有する“U”形金具をその“U”形部分が固定
フレームの横枠部材に跨がせた状態で先端のフック部分
を固定フレームの横枠部材に係合させた後、ボルト等に
より先端部分のフックに係合させた囲い板の端縁部分を
固定フレームの横枠部材側に引き寄せて固定して工事現
場の周囲を囲い板で囲繞するようになっている。2. Description of the Related Art In general, a surrounding plate surrounding a construction site is formed by bending both side edges of a vertically long plate made of a steel plate, aluminum, an alloy thereof, or a synthetic resin material into a U-shape in plan view. It is. And such a surrounding plate surrounds the periphery of the construction site by arranging the U-shaped edges of the surrounding plate adjacent to the horizontal rail portion of the fixed frame framed around the construction site in a state where they are in contact with each other. After engaging the hook portion at the tip with the horizontal frame member of the fixed frame with the "U" shaped metal fitting having the hook at the distal end portion straddling the horizontal frame member of the fixed frame. The edge of the shroud, which is engaged with the hook at the tip end by bolts or the like, is drawn toward the horizontal frame member side of the fixed frame and fixed to surround the construction site with the shroud.
【0003】ところが、上記従来の平面視でコの字状に
折り曲げ形成された両側縁部同士をつい合わせた状態で
連結された囲い板ではその両側縁部同士間に隙間が生じ
易いと言う問題があった。また、囲い板を固定フレーム
の横桟部分に囲い板とは別個に作成された専用の“U”
形金具で固定するために高価になるうえ、“U”形金具
を紛失したりしてその数が不足したりすると、取り付け
不能になったり、不安定な状態でしか取り付けられない
と言う問題があった。[0003] However, in the above-mentioned conventional enclosing plate which is connected in a state where two side edges bent in a U-shape in plan view are connected to each other, a gap is easily formed between the two side edges. was there. In addition, a special “U” created separately from the shroud is attached to the side of the fixed frame.
In addition to being expensive to fix with the shape fittings, if the "U" shape fittings are lost or the number is insufficient, it becomes impossible to mount or can only be mounted in an unstable state. there were.
【0004】そこで斯かる問題に対処するために例え
ば、特許第2640711号公報に示されるように、囲
い板の両側縁部を互いに嵌合可能なクランク状に折り曲
げて嵌合部を形成するとともに、この嵌合部に連結具挿
通孔を穿設したものが提案されている。このかかる囲い
板では並設したときに隣接する囲い板の連結具挿通孔に
亙ってワイヤ等を挿通し、挿通したワイヤ等を固定フレ
ームの横桟部分に巻き付けることにより囲い板を固定す
るものである。To cope with such a problem, for example, as shown in Japanese Patent No. 2640711, both side edges of an enclosing plate are bent into a crank shape that can be fitted to each other to form a fitting portion. A connector in which a connector insertion hole is formed in the fitting portion has been proposed. In such a surrounding plate, when the wires are arranged side by side, a wire or the like is inserted through a connector insertion hole of an adjacent surrounding plate, and the inserted wire or the like is wound around a horizontal rail portion of a fixed frame to fix the surrounding plate. It is.
【0005】[0005]
【発明が解決しようとする課題】ところが、上記公報に
記載された囲い板では連結具挿通孔がクランク状に折り
曲げられた嵌合部に穿設されていることから、工事現場
側(囲い板の裏面側)に立って操作する作業者からはこ
の連結具挿通孔が見にくく、現実は手さぐりの状態で連
結具挿通孔を確認し、ワイヤを挿通しなくてはならず、
面倒であり、多大な手間が掛かってしまうだけでなく、
手さぐりの時にシャーリングやプレスで切り落とした鋭
いエッジ部分で手が傷つく危険性も高いという問題があ
った。However, in the case of the shroud described in the above-mentioned publication, the connector insertion hole is formed in a fitting portion which is bent in a crank shape, so that it is located on the construction site side (the shroud of the shroud). It is difficult for workers who stand and operate this connector to see this connector insertion hole, and in reality, it is necessary to check the connector insertion hole in the state of holding a hand and insert the wire,
Not only is it troublesome and takes a lot of time,
There has been a problem that there is a high risk that a hand may be damaged by a sharp edge portion cut off by shearing or pressing during hand gesture.
【0006】更に、囲い板を並設する地面部分が傾斜し
ているようにな場合には、隣接する囲い板に形成された
連結具挿通孔同士がずれて、互いに蓋してしまい連結具
挿通孔が使用することができなくなってしまうという問
題もあった。そこで、本発明は上記問題点に鑑み提案さ
れたもので、傾斜地に囲い板が設置されて使用される場
合でも、連結具挿入孔を容易に視認でき、連結具を簡単
にしかも安全に挿入して囲い板を固定することができる
工事現場用囲い板を提供できるようにすることを目的と
するものである。Further, when the ground portion on which the shrouds are juxtaposed is inclined, the through holes of the joints formed in the adjacent shrouds are displaced from each other and are covered with each other so that the through holes of the joints can be inserted. There was also a problem that the holes could not be used. In view of the above, the present invention has been proposed in view of the above problems. Even when a shroud is installed and used on a slope, the connector insertion hole can be easily visually recognized, and the connector can be easily and safely inserted. It is an object of the present invention to provide a construction site shroud capable of fixing a shroud.
【0007】[0007]
【課題を解決するための手段】上記目的を達成するため
に本発明にかかる工事現場用囲い板は、縦長の板材の両
端縁部分に敷設された時に隣接する囲い板の端縁部同志
が互いに嵌合するような平面視でクランク状の嵌合接続
部を形成し、クランク状の嵌合接続部同士を当接させて
囲い板を工事現場の周囲に連設するようにした工事現場
用囲い板において、クランク状の嵌合接続部の先端部を
囲い板と平行となるように中央部に向けて折り曲げ、該
平行折り曲げ部に連結具挿入孔を穿設したことを特徴と
するものである。SUMMARY OF THE INVENTION In order to achieve the above object, a construction site shroud according to the present invention, when laid at both end portions of a vertically long plate material, has the edges of adjacent shrouds that are adjacent to each other. A construction site enclosure in which a crank-shaped engagement connection portion is formed in a plan view so as to fit, and the crank-shaped engagement connection portion is brought into contact with each other so that an enclosure plate is continuously provided around the construction site. In the plate, the distal end portion of the crank-shaped fitting connection portion is bent toward the center portion so as to be parallel to the enclosing plate, and a connector insertion hole is formed in the parallel bent portion. .
【0008】[0008]
【発明の実施の形態】以下、本発明の工事現場用囲い板
にかかる実施の形態を図面に基づいて説明する。図1は
工事現場の周囲を囲繞する状態で設置された囲い板の一
部を示す平面図であって、図中符号1は多数並設された
各囲い板を示す。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a construction site shroud according to the present invention. FIG. 1 is a plan view showing a part of an enclosing plate installed so as to surround the periphery of a construction site. In the figure, reference numeral 1 indicates a number of enclosing enclosing plates.
【0009】この囲い板1は工事現場の周囲を囲繞する
状態にパイプ等で枠組みされた固定フレーム2の横枠部
材3に側縁同士が当接する状態で複数個並べられワイヤ
等からなる連結具4で固定されている。A plurality of the surrounding plates 1 are arranged in a state where their side edges abut against a horizontal frame member 3 of a fixed frame 2 framed by a pipe or the like so as to surround the periphery of the construction site. It is fixed at 4.
【0010】この各囲い板1は、略矩形に形成された薄
鋼板、アルミニウムやその合金もしくは合成樹脂材料か
らなる板材5の表面に例えば接着剤または焼き付けによ
り合成樹脂層6を形成してカラフルに仕上げてある。
囲い板1の両側縁部は図2に示すように平面視において
先ず、裏面1a側にクランク状に折り曲げた後、その先
端より部を囲い板1の裏面と平行になるように内方に折
り曲げた平行折り曲げ部7が形成される。Each of the enclosing plates 1 is formed into a colorful shape by forming a synthetic resin layer 6 on the surface of a plate 5 made of a substantially rectangular thin steel plate, aluminum, an alloy thereof, or a synthetic resin material by, for example, an adhesive or baking. Finished.
As shown in FIG. 2, both side edges of the enclosing plate 1 are first bent in a crank shape toward the back surface 1 a side in a plan view, and then bent inward from the end thereof so as to be parallel to the back surface of the enclosing plate 1. The parallel bent portion 7 is formed.
【0011】次に、平行折り曲げ部7の端縁部8をさら
に裏面1aに近づく方向に折り曲げ、上記両側縁部のク
ランク状に折り曲げられた部分同士は互いに嵌合できる
嵌合接続部9に形成されている。Next, the edge portion 8 of the parallel bent portion 7 is further bent in a direction approaching the back surface 1a, and the crank-shaped portions of the both side edges are formed into a fitting connection portion 9 which can be fitted to each other. Have been.
【0012】そして、囲い板1の両側縁部の平行折り曲
げ部7には、連結具4を挿通するための連結具挿入孔1
0が穿設されている。この連結具挿入孔10は、板材5
の平行折り曲げ部7となる場所に予め長孔をプレスによ
り等間隔置きに打ち抜き、端縁部8、平行折り曲げ部
7、クランク状の嵌合接続部9が順に折り曲げられて形
成してあるが、囲い板1の完成後にドリル等の穿孔具で
連結具挿入孔10を穿設することもできる。A connecting part insertion hole 1 for inserting the connecting part 4 is formed in the parallel bent part 7 on both side edges of the surrounding plate 1.
0 is drilled. This connecting tool insertion hole 10 is
A long hole is previously punched out at equal intervals by a press at a position to be the parallel bent portion 7, and the edge portion 8, the parallel bent portion 7, and the crank-shaped fitting connection portion 9 are formed by being bent in order. After the enclosure plate 1 is completed, the connector insertion hole 10 can be formed with a punch such as a drill.
【0013】また、連結具挿入孔10の形状は長孔に限
らず、四角形や三角形、丸や楕円等種々の形状にするこ
とができるのは勿論のことである。Further, the shape of the connector insertion hole 10 is not limited to a long hole, but may be various shapes such as a square, a triangle, a circle, and an ellipse.
【0014】上記のように構成された工事現場用囲い板
1を用い、工事現場を囲繞する手順を次に説明する。先
ず、工事現場の周囲に囲い板1を固定するための固定フ
レーム2を組み立る。次に、固定フレーム2の横桟部分
3に沿って囲い板1をその側縁部の嵌合接続部9同士が
当接する状態で立てかける。A procedure for surrounding the construction site using the construction site enclosure plate 1 configured as described above will be described below. First, a fixing frame 2 for fixing the surrounding plate 1 around the construction site is assembled. Next, the enclosing plate 1 is set up along the horizontal rail portion 3 of the fixed frame 2 in a state where the fitting connection portions 9 on the side edges thereof abut against each other.
【0015】然る後、作業者は囲い板1の裏面側から図
3に示すようにワイヤ等からなる連結具4を、当接する
各嵌合接続部9の先端側の両平行折り曲げ部7に穿設さ
れた連結具挿入孔10と固定フレーム2の横桟部分3を
絡めた状態にかけわたして三者を確りと固定すると、囲
い板1は固定フレーム2の横桟部分3に固定されるので
ある。Thereafter, as shown in FIG. 3, the worker attaches the connecting member 4 made of a wire or the like from the back side of the enclosing plate 1 to the biparallel bent portion 7 on the distal end side of each fitting connection portion 9 to be abutted. When the connection tool insertion hole 10 and the horizontal bar portion 3 of the fixed frame 2 are entangled and the three members are securely fixed, the shroud plate 1 is fixed to the horizontal bar portion 3 of the fixed frame 2. is there.
【0016】尚、囲い板1で囲繞する工事現場に起伏が
有る場合には、図4に示すように、固定フレーム2の横
桟部分3が工事現場の起伏に沿って傾斜する形状にな
り、垂直に並設される囲い板1・1・1・・・はその上
端部が階段状になるが、こうした場合にも上記と同様
に、ワイヤ等からなる連結具4を横桟部分3とその近傍
の連結具挿入孔10・10とにかけわたして三者を確り
と固定すると、囲い板1は固定フレーム2の横桟部分3
に確実に固定されるのである。When the construction site surrounded by the surrounding plate 1 has undulations, as shown in FIG. 4, the horizontal bar portion 3 of the fixed frame 2 has a shape inclined along the undulations of the construction site. Are vertically stepped, but in such a case as well, the connecting member 4 made of a wire or the like is connected to the cross bar portion 3 and the When the three members are securely fixed by being hooked to the adjacent connector insertion holes 10 and 10, the shroud 1
It is fixed securely.
【0017】尚、この場合連結具挿入孔10は、現場に
て平行折り曲げ部7にドリル等で追加することもでき
る。In this case, the connector insertion hole 10 can be added to the parallel bent portion 7 on site by a drill or the like.
【0018】[0018]
【発明の効果】本発明にかかる工事現場用囲い板は以上
に説明したように、縦長の板材の両端縁部分を平面視で
クランク状に曲成して嵌合接続部を形成し、このクラン
ク状の嵌合接続部の先端部を囲い板と平行となるように
中央部に向けて折り曲げるとともに、この平行折り曲げ
部に連結具挿入孔を穿設するようにしてある。As described above, the shroud for a construction site according to the present invention forms a fitting connection by bending both end edges of a vertically long plate material into a crank shape in plan view. The distal end of the fitting connection portion is bent toward the center so as to be parallel to the surrounding plate, and a connector insertion hole is formed in the parallel bent portion.
【0019】従って、本発明の囲い板では連結具挿通孔
が常に囲い板の裏面と平行な平行折り曲げ部に露出して
いることから、工事現場側(囲い板の裏面側)に立って
操作する作業者は一瞥するだけで連結具挿通孔の位置を
確認することができる。Therefore, in the shroud of the present invention, since the connector insertion hole is always exposed to the parallel bent portion parallel to the back of the shroud, the operation is performed while standing on the construction site side (the back of the shroud). The operator can confirm the position of the connector insertion hole at a glance.
【0020】これにより、従来のように手さぐりの状態
で連結具挿通孔を確認してワイヤを挿通したり、この手
さぐりの時に鋭いエッジ部分で手が傷つく危険性もな
く、簡単で且つ安全にワイヤ等の連結具を連結具挿通孔
に挿通して囲い板を固定することができるという利点が
ある。[0020] Thus, there is no danger that the hand will be damaged by the sharp edge portion when the connecting tool insertion hole is confirmed in the state of holding the hand as in the prior art. There is an advantage that the surrounding plate can be fixed by inserting a connecting tool such as the above into the connecting tool insertion hole.
【0021】更に、囲い板を並設する地面部分が傾斜し
ている場合でも、従来のように隣接する囲い板に形成さ
れた連結具挿通孔同士がずれて、互いに蓋してしまうこ
ともなく、起伏のある工事現場にも囲い板を簡単に設置
することができ、囲い板の並設場所の自由度が高くなる
という利点もある。Further, even when the ground portion on which the shrouds are juxtaposed is inclined, the connector insertion holes formed in the adjacent shrouds as in the related art do not shift and are not covered with each other. In addition, the shroud plate can be easily installed even on an uneven construction site, and there is an advantage that the degree of freedom of juxtaposition of the shroud plate is increased.
【図1】工事現場の周囲を囲い板で囲繞した状態の一部
切欠き平面図である。FIG. 1 is a partially cutaway plan view showing a construction site surrounded by a surrounding plate.
【図2】囲い板の裏面側の斜視図である。FIG. 2 is a perspective view of a back surface side of an enclosing plate.
【図3】囲い板を並設した時の接合部分の平面図であ
る。FIG. 3 is a plan view of a joint portion when enclosure plates are juxtaposed.
【図4】囲い板を傾斜部分に敷設した時の裏面図であ
る。FIG. 4 is a rear view when an enclosing plate is laid on an inclined portion.
1・・・囲い板 7・・・平行折り曲げ部 9・・・嵌合接続部 10・・・連結具挿入孔 DESCRIPTION OF SYMBOLS 1 ... Enclosure board 7 ... Parallel bending part 9 ... Fitting connection part 10 ... Connector insertion hole
Claims (1)
隣接する囲い板の端縁部同志が互いに嵌合するような平
面視でクランク状の嵌合接続部を形成し、クランク状の
嵌合接続部同士を当接させて囲い板を工事現場の周囲に
連設するようにした工事現場用囲い板において、クラン
ク状の嵌合接続部の先端部を囲い板と平行となるように
中央部に向けて折り曲げ、該平行折り曲げ部に連結具挿
入孔を穿設したことを特徴とする工事現場用囲い板。1. A crank-shaped fitting connection portion is formed in a plan view such that edges of adjacent enclosing plates are fitted to each other when laid on both end portions of a vertically long plate material. In a construction site enclosure plate in which the fitting connection portions are brought into contact with each other and the enclosure plate is continuously provided around the construction site, the distal end of the crank-shaped engagement connection portion is parallel to the enclosure plate. A shroud for a construction site, wherein the shroud is bent toward a central portion and a connecting hole is formed in the parallel bent portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29422297A JPH11131819A (en) | 1997-10-27 | 1997-10-27 | Surrounding plate for construction site |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29422297A JPH11131819A (en) | 1997-10-27 | 1997-10-27 | Surrounding plate for construction site |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11131819A true JPH11131819A (en) | 1999-05-18 |
Family
ID=17804925
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29422297A Pending JPH11131819A (en) | 1997-10-27 | 1997-10-27 | Surrounding plate for construction site |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11131819A (en) |
-
1997
- 1997-10-27 JP JP29422297A patent/JPH11131819A/en active Pending
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