JPS5927487Y2 - Rebar safety cap - Google Patents

Rebar safety cap

Info

Publication number
JPS5927487Y2
JPS5927487Y2 JP5899280U JP5899280U JPS5927487Y2 JP S5927487 Y2 JPS5927487 Y2 JP S5927487Y2 JP 5899280 U JP5899280 U JP 5899280U JP 5899280 U JP5899280 U JP 5899280U JP S5927487 Y2 JPS5927487 Y2 JP S5927487Y2
Authority
JP
Japan
Prior art keywords
reinforcing bars
reinforcing bar
cap
reinforcing
safety cap
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
Application number
JP5899280U
Other languages
Japanese (ja)
Other versions
JPS56159555U (en
Inventor
弘行 畑
Original Assignee
日本プロジエクト株式会社
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 日本プロジエクト株式会社 filed Critical 日本プロジエクト株式会社
Priority to JP5899280U priority Critical patent/JPS5927487Y2/en
Publication of JPS56159555U publication Critical patent/JPS56159555U/ja
Application granted granted Critical
Publication of JPS5927487Y2 publication Critical patent/JPS5927487Y2/en
Expired legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 本考案は鉄筋の安全キャップに関するものである。[Detailed explanation of the idea] The present invention relates to a safety cap for reinforcing bars.

従来、鉄筋コンクリート建築等において、その工事過程
で露出した状態の鉄筋が重大な人身事故をひき起こすこ
とが多かった。
BACKGROUND ART Conventionally, in reinforced concrete construction, exposed reinforcing bars during the construction process often caused serious accidents.

たとえば、打撲傷程度ですむ筈の墜落事故が、鉄筋に突
き刺さって死傷事故に至ったり、鉄筋先端が目に当たっ
て失明に至ったりすることか゛多かったので゛ある。
For example, many crashes that would have resulted in only bruises ended up with people getting stuck in the rebar, resulting in death or injury, or the tip of the rebar hitting the eye, resulting in blindness.

そこで゛一般には、安全のために露出鉄筋を折り曲げて
おき、コンクリート打設特等必要に応じてその折り曲は
部分を元通りに曲げ戻すようにしている。
Therefore, for safety reasons, the exposed reinforcing bars are generally bent, and then bent back to their original position if necessary, such as during concrete pouring.

しかるところ、とくに鉄筋使用量の多い現場ではか・る
作業に非常な手間を要し、施工能率が著しく悪化してい
た。
However, especially at sites where a large amount of reinforcing bars are used, the work required a great deal of effort, and construction efficiency was significantly reduced.

そのうえ、鉄筋の折り曲げ、曲げ戻しによって折曲点が
極端に劣化する問題もあった。
Furthermore, there was also the problem that bending and unbending of reinforcing bars caused extreme deterioration of the bending points.

また、主として大径の構造鉄筋は、普通、溶接によって
継ぎ足されるが、この溶接までの間が長いと、露出鉄筋
が錆びつくため、溶接に際してグラインダー等にて錆落
ししなければならず、この作業が厄介であった。
In addition, large-diameter structural reinforcing bars are usually joined by welding, but if the welding takes a long time, the exposed reinforcing bars will rust, so the rust must be removed using a grinder, etc. before welding, and this work is difficult. It was troublesome.

一方、細径の配筋を接続する場合は、普通、両配筋の端
部を所定長さ所謂かぶらせた状態でそのかぶり部分を結
束線で結束固定するが、この作業に非常な手間と労力を
要していた。
On the other hand, when connecting small-diameter reinforcements, the ends of both reinforcements are usually overlapped for a predetermined length, and the overlapping portion is tied and fixed with binding wire, but this process is extremely time-consuming and time-consuming. It required a lot of effort.

本考案はか・る点に鑑み、上記の如き露出鉄筋による重
大事故を防止でき、かつ、同鉄筋の防錆効果を得ること
ができるとともに、配筋の接続をも簡単に行なうことが
できる鉄筋の安全キャップを得んとするものである。
In view of these points, the present invention has developed a reinforcing bar that can prevent serious accidents caused by exposed reinforcing bars as described above, can obtain the rust-preventing effect of the reinforcing bars, and can easily connect the reinforcing bars. The purpose is to obtain a safety cap.

以下、本考案の実施例を図に依拠して説明する。Embodiments of the present invention will be described below with reference to the drawings.

なお、本考案は主として鉄筋に使用されるが、鉄筋と同
様の問題を抱えた突起物全般、たとえば足場等仮設ハイ
フの端部や、ガードレール、フェンスの連結ボルト等に
も適用することができる。
Although the present invention is mainly used for reinforcing bars, it can also be applied to all kinds of protrusions that have the same problems as reinforcing bars, such as the ends of temporary high floors such as scaffolding, guardrails, connecting bolts for fences, etc.

従って、ここでいう鉄筋は、鉄筋そのものとその類似物
を指すものである。
Therefore, the term "reinforcing bar" here refers to the reinforcing bar itself and its analogues.

本考案にか\るキャップ1は、ゴムまたはプラスチック
等の弾性材料にて図示の如き大略算盤球状で、しかも全
体にエツジのない丸味を帯びた形状に形成している。
The cap 1 according to the present invention is made of an elastic material such as rubber or plastic and is formed into a roughly abacus-spherical shape as shown in the figure, and has a rounded shape with no edges as a whole.

また、同キャップ1には、底部中心部に鉄筋に対する取
付孔2を設けるとともに周辺部−個所に、該取付孔2の
軸方向に沿って貫通し、かつ外周方向に開口する切欠状
の鉄筋係合孔3を設けている。
In addition, the cap 1 is provided with a mounting hole 2 for the reinforcing bars at the center of the bottom, and a cutout-shaped reinforcing bar that penetrates along the axial direction of the mounting hole 2 and opens toward the outer circumference at a peripheral portion. A matching hole 3 is provided.

このキャップ1は、鉄筋コンクリート建築等の工事現場
において、第3,4図に示すように露出した鉄筋Aの先
端部に取付孔2を介して被着する。
This cap 1 is attached to the tip of an exposed reinforcing bar A through a mounting hole 2 at a construction site such as a reinforced concrete construction site, as shown in FIGS. 3 and 4.

同キャップ1は、大径の構造筋および細径の配筋のいず
れにも使用することができ、取付孔2はその使用対象と
しての鉄筋に応じた径寸法をもって形成しておく。
The cap 1 can be used for both large-diameter structural reinforcement and small-diameter reinforcement, and the mounting hole 2 is formed to have a diameter that corresponds to the reinforcement to be used.

この場合において、第3,4図に示す如き異形鉄筋Aに
対しては、取付孔2の孔径d1を該鉄筋Aの小径部径寸
法D1と同等程度に形成しておき、同鉄筋Aの所謂ふし
による大径部分をキャップ1の弾性を利用して取付孔2
に圧嵌させるようにすれば、キャップ1を鉄筋1に対し
て不測に脱落するおそれなく確固と取付けることができ
る。
In this case, for the deformed reinforcing bar A as shown in Figs. 3 and 4, the hole diameter d1 of the attachment hole 2 is formed to be approximately equal to the diameter dimension D1 of the small diameter part of the reinforcing bar A, so that the so-called so-called Use the elasticity of cap 1 to connect the large diameter part of the clasp to the mounting hole 2.
By press-fitting the cap 1 to the reinforcing bar 1, the cap 1 can be securely attached to the reinforcing bar 1 without fear of accidentally falling off.

また、鉄筋Aのキャップ1による防錆効果の点でも一層
有利となる。
Moreover, the rust prevention effect of the cap 1 of the reinforcing bar A is further advantageous.

一方、普通鉄筋に対しては、取付孔2の孔径を鉄筋径よ
り小さ目に形成するか、あるいは取付孔2を若干上すぼ
まりのテーパ状に形成しておくことによって上記同様の
効果が得られる。
On the other hand, for ordinary reinforcing bars, the same effect as described above can be obtained by making the diameter of the mounting holes 2 smaller than the diameter of the reinforcing bars, or by forming the mounting holes 2 in a tapered shape that tapers slightly upward. It will be done.

このようにキャップ1を露出鉄筋Aの先端部に被せてお
くことにより、たとえば墜落時に鉄筋Aに串刺しとなっ
たり、鉄筋先端部で目を突いて失明したりする等、剥き
出し状態の鉄筋による重大な人身事故を防ぐことができ
る。
By covering the tip of the exposed reinforcing bar A with the cap 1 in this way, it is possible to prevent serious injuries caused by the exposed reinforcing bar, such as being skewered by the reinforcing bar A in the event of a fall, or causing blindness due to being poked in the eye by the tip of the reinforcing bar. This can prevent serious personal injuries.

とくに、このキャップ1はゴム、プラスチック等の弾性
材料にて形成しているため、人体に対する緩衝効果が得
られ、そのうえ全体にエツジのない丸味を帯びた形状を
有しているため、怪我防止効果が一層高いものとなる。
In particular, since the cap 1 is made of an elastic material such as rubber or plastic, it has a cushioning effect on the human body, and since it has a rounded shape with no edges, it is effective in preventing injuries. becomes even higher.

従って、本キャップ1を使用すれば、従来のように安全
のために鉄筋をいちいち折り曲げておく面倒もなく、勿
論、この折り曲げ、曲げ戻しによる鉄筋劣化もなくなる
Therefore, if this cap 1 is used, there is no need to bend the reinforcing bars one by one for safety as in the conventional case, and of course there is no deterioration of the reinforcing bars due to bending and unbending.

また、このキャップ1は、上記した基本的な安全上の機
能に加うるに、細径の配筋に使用する場合には、配筋の
接続具としての機能をも発揮させることができる。
Moreover, in addition to the above-mentioned basic safety function, this cap 1 can also function as a connecting tool for reinforcing bars when used for narrow-diameter reinforcing bars.

すなわち、第3,4図に示すように、鉄筋Aに鉄筋Bを
接続する場合において、キャップ1を元部としての鉄筋
Aに被着した状態で、継ぎ足し筋としての鉄筋Bの下端
部を、鉄筋Aに対し規格によって定められた所謂かぶり
代(ラップ長さ)を保った位置で、キャップ1の鉄筋係
合孔3にその仲周側開口部31を介して径方向に係合さ
せる。
That is, as shown in FIGS. 3 and 4, when connecting reinforcing bar B to reinforcing bar A, with the cap 1 attached to reinforcing bar A as the original part, the lower end of reinforcing bar B as additional reinforcing bar is connected to The reinforcing bar A is engaged with the reinforcing bar engaging hole 3 of the cap 1 in the radial direction through the opening 31 on the middle circumferential side thereof at a position where the so-called covering allowance (wrap length) determined by the standard is maintained for the reinforcing bar A.

これによって、鉄筋Aに対し鉄筋Bを簡単に接続でき、
従来の結束線による接続法と比較して鉄筋(配筋)の接
続作業を著しく簡便化することができる。
This allows reinforcing bar B to be easily connected to reinforcing bar A.
Compared to the conventional connection method using binding wires, the work of connecting reinforcing bars (bar arrangement) can be significantly simplified.

この場合、確実な鉄筋接続状態を得るために、鉄筋Bを
鉄筋保合孔3に対して圧嵌させるようにする。
In this case, in order to obtain a reliable reinforcing bar connection state, the reinforcing bars B are press-fitted into the reinforcing bar retaining holes 3.

その手段として、基本的には、鉄筋係合孔3の孔径d2
を、取付孔2同様、異形鉄筋Bの小径部径寸法D1と同
等程度に形成する。
As a means for this, basically, the hole diameter d2 of the reinforcing bar engagement hole 3 is
Similarly to the attachment hole 2, it is formed to be approximately the same as the small diameter portion diameter D1 of the deformed reinforcing bar B.

また、同係合孔3の開口部31の幅mについては、上記
孔径d2つまり小径部径寸法D1と同等でもよいし、図
示の如く若干小さ目に形成してもよい。
Further, the width m of the opening 31 of the engagement hole 3 may be equal to the hole diameter d2, that is, the diameter dimension D1 of the small diameter portion, or may be formed to be slightly smaller as shown in the drawing.

このように開口幅mを小径部径寸法d1よりもなお小さ
目に形成した場合でも、この係合孔3が外周方向に開口
形成されていて、取付孔2よりもさらに弾性変形し易い
ため、キャップ1の弾力により該係合孔3が充分大きく
拡開して鉄筋Bを圧入保合させることができる。
Even when the opening width m is formed to be smaller than the diameter dimension d1 of the small diameter portion, the engagement hole 3 is opened in the outer circumferential direction and is more easily deformed elastically than the attachment hole 2, so that the cap 1, the engagement hole 3 expands sufficiently to allow the reinforcing bar B to be press-fitted and secured.

また、鉄筋保持力を高めるうえで、鉄筋B全体を係合孔
3内に嵌入させるのが望ましい。
Further, in order to increase the reinforcing bar retention force, it is desirable to fit the entire reinforcing bar B into the engagement hole 3.

このため、係合孔3において鉄筋Bが挿入される方向の
長さlを該鉄筋Bの大径部径寸法D2と同等か、あるい
は図示の如くや・大きく形成する。
For this reason, the length l of the engagement hole 3 in the direction in which the reinforcing bar B is inserted is set to be equal to the large diameter dimension D2 of the reinforcing bar B, or to be slightly larger as shown in the figure.

このように形成された鉄筋係合孔3に鉄筋Bを圧入係合
させることにより、該鉄筋Bをキャップ1に垂直および
水平方向に確固と固定でき、従って確実な鉄筋A、Bの
接続状態が得られる。
By press-fitting and engaging the reinforcing bars B into the reinforcing bar engagement holes 3 formed in this way, the reinforcing bars B can be firmly fixed to the cap 1 in the vertical and horizontal directions, thus ensuring a reliable connection between the reinforcing bars A and B. can get.

なお、鉄筋係合孔3は、要は、鉄筋をキャップ1に対し
て垂直および水平方向に保持できればよく、その条件を
満足する範囲で形状、寸法を適宜選択することができる
The reinforcing bar engaging hole 3 only needs to be able to hold the reinforcing bar vertically and horizontally with respect to the cap 1, and the shape and dimensions of the reinforcing bar engaging hole 3 can be appropriately selected within a range that satisfies this condition.

一方、主として溶接によって接続される構造筋の場合に
、鉄筋にキャップ1を被せておくことにより鉄筋先端部
の防錆効果が得られるため、従来のように溶接に際して
元部の先端部をグラインダー等にて錆落しる必要がなく
、キャップ1を外してそのま・直ちに溶接することがで
きる。
On the other hand, in the case of structural bars that are mainly connected by welding, by covering the reinforcing bars with the cap 1, a rust-preventing effect on the tip of the reinforcing bars can be obtained. There is no need to remove the rust, and the cap 1 can be removed and welded immediately.

なお、本キャップ1をプラスチックにて形成すれは゛、
空気中においてもコンクリート中においても腐食のおそ
れがないため、コンクリート打設時にいちいち鉄筋から
取外す必要がなく、そのま・コンクリート中に埋め込む
ことができる。
In addition, if the cap 1 is made of plastic,
Since there is no risk of corrosion either in the air or in concrete, there is no need to remove it from the reinforcing bars each time concrete is poured, and it can be embedded directly into concrete.

このため施工上きわめて有利となる。This is extremely advantageous in construction.

また、キャップ1に赤、黄その他の着色を施こし、ある
いは夜光塗料を塗っておけば、鉄筋の存在および位置が
明示されるため安全上一層好ましいものとなる。
Further, if the cap 1 is colored red, yellow, or other color, or coated with luminous paint, the presence and position of the reinforcing bars will be clearly indicated, which is more preferable from a safety standpoint.

ところで、キャップ1の具体形状は図示の如き大略算盤
球状に限られず、勿論球状でもよいし、エツジのない厚
肉の円板状等でもよい。
By the way, the specific shape of the cap 1 is not limited to the roughly abacus spherical shape shown in the drawings, but may of course be spherical, or may be a thick disk shape without edges.

要は全体にエツジのない丸味を帯びた形状で、適度の厚
み(高さ)と径を有しておれは゛よい。
In short, it has a rounded shape with no edges, and has an appropriate thickness (height) and diameter, which is good.

また、第1図乃至第4図に示す実施例では、鉄筋保合孔
3を取付孔2から径方向に比較的離間して設けているが
、第5゜6図に示すように該係合孔3を取付孔2と径方
向に一部連通ずる状態、もしくはそれに近い状態まで近
接して設けてもよい。
Further, in the embodiment shown in FIGS. 1 to 4, the reinforcing bar retaining hole 3 is provided relatively apart from the mounting hole 2 in the radial direction, but as shown in FIGS. The hole 3 may be provided in a state in which it partially communicates with the mounting hole 2 in the radial direction, or in close proximity thereto.

こうすれば、鉄筋A、Bが径方向に接近し、鉄筋同士が
本来の所謂かぶり状態で接続されるため、接続状態とし
て好ましいものとなる。
If this is done, the reinforcing bars A and B will approach each other in the radial direction, and the reinforcing bars will be connected to each other in the so-called overlapping state, which is a preferable connection state.

上記のように本考案のキャップによれば、露出鉄筋によ
る重大な人身事故の防止に大なる効果を発揮し、現場作
業の安全性を著しく向上しうるとともに鉄筋の折り曲げ
、曲げ戻しという面倒で、かつ鉄筋の劣化を招く作業を
不要ならしめることができる。
As mentioned above, the cap of the present invention is highly effective in preventing serious accidents caused by exposed reinforcing bars, significantly improving the safety of on-site work, and eliminating the hassle of bending and unbending reinforcing bars. Work that causes deterioration of reinforcing bars can be made unnecessary.

また、配筋の簡単な接続具としての機能をも果たし、こ
の配筋の接続作業を従来の結束線による場合と比較して
遥かに能率化することができる。
It also functions as a simple connection tool for reinforcing reinforcement, and the work for connecting reinforcement can be made much more efficient than when using conventional binding wires.

さらには、鉄筋先端部の防錆効果をも発揮するため、と
くに構造筋において溶接作業を能率化できる等、実用上
きわめて有益なものである。
Furthermore, since it also exhibits a rust-preventing effect on the tips of reinforcing bars, it is extremely useful in practical terms, such as making welding work more efficient, especially for structural bars.

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

図は本考案の実施例を示し、第1図は斜視図、第2図は
底面図、第3図は使用状態を示す縦断面図、第4図は第
3図IV−IV線に沿う横断面図、第5図は別の実施例
を示す底面図、第6図は同使用状態の縦断面図である。 1・・・・・・キャップ、2・・・・・・取付孔、3・
・・・・・鉄筋係合孔、A、B・・・・・・鉄筋。
The drawings show an embodiment of the present invention, in which Fig. 1 is a perspective view, Fig. 2 is a bottom view, Fig. 3 is a vertical sectional view showing the state of use, and Fig. 4 is a cross-sectional view taken along line IV-IV in Fig. 3. FIG. 5 is a bottom view showing another embodiment, and FIG. 6 is a longitudinal sectional view of the same in use. 1...Cap, 2...Mounting hole, 3.
...Reinforcing bar engagement hole, A, B...Reinforcing bar.

Claims (1)

【実用新案登録請求の範囲】 10弾性材料にて、全体にエツジのない丸味を帯びた形
状に形成し、底部に鉄筋に対する取付孔を設けるととも
に、周辺部に、該取付孔の軸方向に沿って貫通し且つ外
周方向に開口する鉄筋係合孔を設けて戊ることを特徴と
する鉄筋の安全キャップ。 2、弾性材料としてプラスチックを用いたことを特徴と
する実用新案登録請求の範囲第1項記載の鉄筋の安全キ
ャップ。 3、全面または部分的に適宜の着色を施こし、もしくは
夜光塗料を塗布してなることを特徴とする実用新案登録
請求の範囲第1項または第2項記載の鉄筋の安全キャッ
プ。
[Claims for Utility Model Registration] 10 Made of elastic material, the whole is formed into a rounded shape with no edges, with mounting holes for the reinforcing bars provided at the bottom, and along the axial direction of the mounting holes in the peripheral part. 1. A safety cap for reinforcing bars, characterized in that a reinforcing bar engaging hole is provided therethrough and opens in the outer circumferential direction. 2. A safety cap for reinforcing bars according to claim 1, characterized in that plastic is used as the elastic material. 3. The safety cap for reinforcing bars as set forth in claim 1 or 2 of the utility model registration claim, which is entirely or partially coated with a suitable color or coated with a luminescent paint.
JP5899280U 1980-04-28 1980-04-28 Rebar safety cap Expired JPS5927487Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5899280U JPS5927487Y2 (en) 1980-04-28 1980-04-28 Rebar safety cap

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5899280U JPS5927487Y2 (en) 1980-04-28 1980-04-28 Rebar safety cap

Publications (2)

Publication Number Publication Date
JPS56159555U JPS56159555U (en) 1981-11-27
JPS5927487Y2 true JPS5927487Y2 (en) 1984-08-09

Family

ID=29653463

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5899280U Expired JPS5927487Y2 (en) 1980-04-28 1980-04-28 Rebar safety cap

Country Status (1)

Country Link
JP (1) JPS5927487Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0341561Y2 (en) * 1985-04-03 1991-08-30

Also Published As

Publication number Publication date
JPS56159555U (en) 1981-11-27

Similar Documents

Publication Publication Date Title
US5596846A (en) Lifting anchor for embedment in concrete members
US4831798A (en) Ground anchoring stake
JPS5927487Y2 (en) Rebar safety cap
US4819304A (en) Snap hook, especially for mountain climbers
JPS5938847Y2 (en) Safety cap for reinforcing bars, etc.
JPS5940524Y2 (en) Safety cap for reinforcing bars, etc.
AU2004200854B2 (en) Lifting anchors
US20050044811A1 (en) Ring lift anchor
KR100761758B1 (en) Head cover for concrete pile and construction methodof foundation structure using that
JPH011824A (en) Earth anchor method
JPH0423153Y2 (en)
JPS6319389Y2 (en)
JPH045655Y2 (en)
JPH0714433Y2 (en) Connection structure between concrete pile head and footing
JPH043841Y2 (en)
JPS621310Y2 (en)
JPH061631Y2 (en) Pile position indicator for construction work
AU2008203309B2 (en) Anchoring Device
CA1085643A (en) Safety cap for the projecting ends of rebar, pipe and the like
JPS6021766Y2 (en) Surveying stake
JPH094219A (en) Corner member connecting round pipe
JPH0434178Y2 (en)
JPH0114632Y2 (en)
JPH0310201Y2 (en)
JPS5834190Y2 (en) pipe cap