JPH0446442Y2 - - Google Patents
Info
- Publication number
- JPH0446442Y2 JPH0446442Y2 JP1986128241U JP12824186U JPH0446442Y2 JP H0446442 Y2 JPH0446442 Y2 JP H0446442Y2 JP 1986128241 U JP1986128241 U JP 1986128241U JP 12824186 U JP12824186 U JP 12824186U JP H0446442 Y2 JPH0446442 Y2 JP H0446442Y2
- Authority
- JP
- Japan
- Prior art keywords
- cap
- reinforcing bar
- reinforcing
- protective
- main body
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【考案の詳細な説明】
産業上の利用分野
本考案は一般に鉄筋コンクリート工事における
施工中の鉄筋の先端の養生に関し、とくに、次行
程のコンクリート打設までに突出したままにされ
る鉄筋接続部の防錆養生に関するものである。[Detailed description of the invention] Industrial application field The present invention generally relates to the curing of the tips of reinforcing bars during reinforced concrete construction, and in particular, the prevention of reinforcing bar connections that are left protruding until the next stage of concrete pouring. This is related to rust curing.
従来の技術
コンクリート工事における補強鉄筋はコンクリ
ートの打設工程に従つて次工程のために接続鉄筋
として端部を延長して露出させておく。このよう
な鉄筋は時にかなりの長期にわたつてそのままに
存置されることが多く、ことに壁体用の鉄筋は上
向きに突出していて作業場の障害となり、直接負
傷のもととなつたり、衣服に引かかつたりして安
全管理上問題となり、とくに落下事故の場合には
人身事故にも及ぶおそれがある。そこで仮設用の
器材としてゴム製、合成樹脂製などの専用の保護
キヤツプが市販されており、各鉄筋の先端切口に
装着して使用するように各種鉄筋の太さに合わせ
たものが使われている。BACKGROUND OF THE INVENTION During concrete work, reinforcing reinforcing bars are exposed by extending their ends as connecting reinforcing bars for the next process during the concrete placing process. These reinforcing bars are often left in place, sometimes for quite long periods of time, and wall reinforcing bars, in particular, protrude upwards and become an obstruction in the workplace, causing direct injury or damage to clothing. This may cause problems in terms of safety management, especially in the case of a fall, which may result in personal injury. Therefore, special protective caps made of rubber or synthetic resin are commercially available as temporary equipment, and they are used to match the thickness of each type of reinforcing bar by attaching them to the cut end of each reinforcing bar. There is.
一方、このような鉄筋接続部は錆に対して無防
備であり、ことに原子力関連施設のような特殊な
工事では、工程上次工程のコンクリート打設まで
かなりの期間がおかれることが多い。さらにこの
ような施設の立地条件から工事現場が海岸に近い
ときには、いわゆる潮風の影響は無視出来ず、こ
のような条件に対しては簡易な防錆手段としてビ
ニール袋が使用され、適宜に切断したビニールチ
ユーブの一端を閉じて底を作り、これを鉄筋にか
ぶせて、雨と潮風に備えることが行われていた。 On the other hand, such reinforcing bar connections are vulnerable to rust, and especially in special construction works such as nuclear power related facilities, there is often a considerable period of time before the next stage of concrete pouring. Furthermore, due to the location of such facilities, when the construction site is close to the coast, the influence of so-called sea breeze cannot be ignored, and in such conditions, plastic bags are used as a simple means of rust prevention, and plastic bags are cut as appropriate. The bottom was made by closing one end of a vinyl tube and covering it with rebar to protect against rain and sea breezes.
考案が解決しようとする問題点
従来の保護キヤツプは主として安全上の危害防
止のためのものであつて、突出鉄筋の先端部の養
生には有効であるが、防錆の面からは一般の接続
長さに対して効力はなく、溶接による突きつけ継
手面の保護にしか役立たない。またビニール袋を
かぶせる養生では、ビニール袋が薄いフイルム材
でできているため、ことに鉄筋の切断部にあたる
部分で破断することが多く、風あたりの強い場所
では長期の使用に耐えず、効果を失うばかりでな
く、破断したフイルムチユーブがヒラヒラして見
栄えを損うことが多い。熱可塑性のフイルムを利
用することも考えられるが、加熱の別工程を必要
とするだけでなく、コンクリート打設時の除去に
手間がかかり、回収不能で実際的とは考えられな
い。Problems that the invention aims to solve Conventional protective caps are mainly used to prevent safety hazards, and are effective for protecting the tips of protruding reinforcing bars, but from the perspective of rust prevention, they are not suitable for general connections. It has no effect on length and is only useful for protecting the butt joint surface due to welding. In addition, when curing is covered with a plastic bag, the plastic bag is made of thin film material, so it often breaks, especially at the part where the reinforcing bars are cut, and it cannot withstand long-term use in areas exposed to strong winds, making it less effective. Not only is it lost, but the broken film tube often flutters and spoils its appearance. Although it is possible to use a thermoplastic film, it is not considered practical as it not only requires a separate heating process, but also requires time and effort to remove during concrete pouring, making it impossible to recover.
鉄筋先端に保護キヤツプを装着し、その上から
ビニール袋をかぶせれば、風にあおられたときの
ビニール袋の破断はかなり減少しようが、ビニー
ル袋は風化によつて劣化し、破断しやすくなるか
ら結局目的を達し切れない。 If a protective cap is attached to the tip of the reinforcing steel and a plastic bag is placed over it, the chances of the plastic bag breaking when exposed to wind will be reduced considerably, but plastic bags deteriorate due to weathering and become more likely to break. In the end, the goal cannot be achieved.
問題点を解決するための手段
本考案は鉄筋の接続用突出部分の保護につい
て、上記のような問題点に対処する目的をもつて
開発されたものであつて、従来から公知の保護キ
ヤツプを本体とし、その開口端側に保護筒体を接
続し、全体としての鉄筋の突出部にかぶせて防錆
用のキヤツプを構成することを要旨とするもので
ある。そしてこの考案のキヤツプは防錆筒体を蛇
腹状に形成して伸縮自在とし、製品としては短尺
のものでありながら、装着時には所要に伸長さ
せ、鉄筋に露出部を生ずることなく完全に被覆し
防錆の目的を達成するように防錆キヤツプを構成
したことを特徴としている。Means for Solving the Problems The present invention was developed with the aim of solving the above-mentioned problems regarding the protection of the protruding parts for connecting reinforcing bars. The main idea is to connect a protective cylinder to the open end side and cover the protrusion of the reinforcing bars as a whole to form a rust-preventing cap. The cap of this invention is made of a bellows-shaped anti-corrosive cylinder that is flexible and expands and contracts.Although the product is short, it can be stretched as required when installed, completely covering the reinforcing steel without leaving any exposed parts. It is characterized by a rust-proof cap configured to achieve the purpose of rust prevention.
実施例
本考案の鉄筋防錆用キヤツプを実施例の図にも
とづいて説明する。図において1は本考案の鉄筋
防錆用キヤツプの全体であり、キヤツプの本体2
と保護筒体3とからなつている。4はこのキヤツ
プ1を装着する鉄筋を示す。本体2は鉄筋4を挿
入する開口部21を有する筒状部22と、鉄筋4
の先端切口41を覆う帽体部23とからなり、筒
状部22は鉄筋4を挿入したときにその弾性によ
つて鉄筋4の先端部に装着されるように所定の鉄
筋径に合わせた内径にしてある。帽体部23は筒
状部22より肉厚になつており、図上の上端面は
ほぼ球面に形成してあり、本体2を構成する硬質
ゴムによつて鉄筋4の先端の危害防止のキヤツプ
を形成してある。Embodiment The rust-proofing cap of the present invention will be explained based on the drawings of the embodiment. In the figure, 1 is the entire cap for reinforcing steel rust prevention of the present invention, and the main body 2 of the cap is
and a protective cylinder 3. 4 indicates a reinforcing bar to which this cap 1 is attached. The main body 2 includes a cylindrical part 22 having an opening 21 into which the reinforcing bar 4 is inserted, and a tubular part 22 having an opening 21 into which the reinforcing bar 4 is inserted.
The cylindrical part 22 has an inner diameter matched to a predetermined reinforcing bar diameter so that when the reinforcing bar 4 is inserted, the tubular part 22 is attached to the distal end of the reinforcing bar 4 due to its elasticity. It is set as. The cap body part 23 is thicker than the cylindrical part 22, and the upper end surface in the figure is formed into a substantially spherical surface. has been formed.
次に保護筒体3は上端部の接続部31と下端部
の固定部32とその中間を接続する中間部33と
からなり、中間部33には多数のベロウズ34を
連続して蛇腹形に形成し、全体として軟質のゴム
を使用して伸縮自在の弾性の筒体を形成してい
る。接続部31の内径は前記本体2の筒状部22
の外径より小さいか等しい寸法にしてあり、筒状
部22の外周に嵌着されている。固定部32は接
続部31より縮径してあり、その内径はほぼ鉄筋
4の外径に近いがそれより大きくて摺動自在に鉄
筋4に嵌挿される。 Next, the protective cylindrical body 3 consists of a connecting part 31 at the upper end, a fixing part 32 at the lower end, and an intermediate part 33 connecting the intermediate parts, and the intermediate part 33 has a large number of bellows 34 continuously formed in a bellows shape. The entire body is made of soft rubber to form an elastic cylinder that can be expanded and contracted. The inner diameter of the connecting portion 31 is the same as that of the cylindrical portion 22 of the main body 2.
The outer diameter of the cylindrical portion 22 is smaller than or equal to the outer diameter of the cylindrical portion 22 . The fixing part 32 has a smaller diameter than the connecting part 31, and its inner diameter is approximately close to but larger than the outer diameter of the reinforcing bar 4, and is slidably inserted into the reinforcing bar 4.
この固定部32はゴムバンド、金属線など別体
の緊縛材5を使用して保護筒体3の伸長時にその
下端を鉄筋4に固定するように締付用の幅を持た
せてある。固定部32はまた鉄筋4の外径より小
さい内径を有し、外力によつて拡径したときに摺
動自在であり、自体が縮径したときに自らの弾性
把持力によつて鉄筋4に固定されるようにするこ
とも可能である。 This fixing part 32 has a width for tightening so that its lower end is fixed to the reinforcing bar 4 when the protective cylinder 3 is extended using a separate binding material 5 such as a rubber band or metal wire. The fixed part 32 also has an inner diameter smaller than the outer diameter of the reinforcing bar 4, and is slidable when the diameter is expanded by an external force. It is also possible to make it fixed.
保護筒体3は、中間部33にベロウズ34を設
けない柔軟な筒体とすることができ、とくに本体
2と保護筒体3とを別体に作製するときは軟質の
合成樹脂を使用することができる。 The protective cylindrical body 3 can be a flexible cylindrical body without the bellows 34 in the intermediate part 33, and in particular, when the main body 2 and the protective cylindrical body 3 are manufactured separately, a soft synthetic resin should be used. I can do it.
またキヤツプ1の本体2と保護筒体3とは、本
体2の筒状部22と保護筒体3の接続部31とを
一連に一体に成形することができる。このときに
は全体をゴム製または合成樹脂製とし、ゴム製に
あつては両部分の加硫度を変えて、保護筒体3の
部分をより軟質にするのが好ましい。 Further, the main body 2 of the cap 1 and the protective cylinder 3 can be integrally molded so that the cylindrical part 22 of the main body 2 and the connecting part 31 of the protective cylinder 3 are continuous. In this case, it is preferable that the entire protective cylinder 3 is made of rubber or synthetic resin, and if it is made of rubber, the degree of vulcanization of both parts is changed to make the protective cylinder 3 softer.
このようなキヤツプ1は対象とする鉄筋の太さ
に対応した寸法のものを用意して使用する。 Such a cap 1 is prepared and used in a size corresponding to the thickness of the target reinforcing bar.
作 用
本考案のキヤツプ1の作用をその使用方法にも
とづいて説明する。Function The function of the cap 1 of the present invention will be explained based on its usage.
コンクリート工事は通常各階ごとに施工され、
柱、梁、壁をスラブの天端で打継ぎし、上階用の
接続鉄筋はスラブ上面から起立してスラブ面から
突出している。柱筋は継手位置を揃えることはな
く、また数階分を通し筋とすることが多いため、
スラブ上面の作業床面では通行、運搬の障害とな
ることが少いが、壁筋は通常9mm、13mm筋が多
く、床面から60cm以下で並列して起立している。 Concrete work is usually carried out on each floor separately.
Columns, beams, and walls are joined at the top of the slab, and the connecting reinforcing bars for the upper floors stand up from the top of the slab and protrude from the slab surface. Column reinforcements do not have joint positions aligned, and reinforcements are often made through several stories.
Although the working floor surface on the top of the slab rarely becomes an obstacle to traffic or transportation, the wall reinforcements are usually 9 mm or 13 mm, and they stand in parallel at a distance of 60 cm or less from the floor surface.
このような鉄筋4にキヤツプ1を装着するに
は、まず保護筒体3を鉄筋4に嵌挿し、ついで本
体2をその頂部にかぶせる。本体2の開口部21
に鉄筋4の先端を当て、筒状部22に嵌め込む
と、筒状部22はやや拡径して鉄筋4をのみ込
み、弾性的に装着される。この本体2は鉄筋切口
41に対する安全保護のキヤツプとして公知のも
のと実質的に均等のものである。 To attach the cap 1 to such a reinforcing bar 4, first the protective cylinder 3 is fitted onto the reinforcing bar 4, and then the main body 2 is placed over the top. Opening 21 of main body 2
When the tip of the reinforcing bar 4 is applied to and fitted into the cylindrical part 22, the cylindrical part 22 slightly expands in diameter to swallow the reinforcing bar 4, and is elastically attached. This body 2 is substantially equivalent to known safety caps for reinforcing bar cuts 41.
本体2が装着されたら先行して嵌挿した保護筒
体3をすり上げ、接続部31を弾性的に拡径さ
せ、本体2の筒状部22外周に嵌めこみ、弾性的
に嵌着させると、キヤツプ1は図の左半部の状態
となる。 When the main body 2 is installed, the protective cylindrical body 3 that was previously fitted is lifted up, the diameter of the connecting part 31 is expanded elastically, and the connecting part 31 is fitted onto the outer periphery of the cylindrical part 22 of the main body 2, so that it is elastically fitted. , cap 1 is in the state shown in the left half of the figure.
次にに保護筒部3を下方に伸長させ、コンクリ
ート面6の上面まで固定部32をおろすと、キヤ
ツプ1の全体は中間部33が伸長して図の右半部
の状態となるので、固定部32の外周に緊縛材5
として例えば番線を巻きつけ、下端を固定する
と、キヤツプ1の全体は鉄筋4を覆い、雨と外気
を遮断して防錆キヤツプとなる。 Next, when the protective cylinder part 3 is extended downward and the fixing part 32 is lowered to the upper surface of the concrete surface 6, the entire cap 1 will be in the state shown in the right half of the figure with the middle part 33 being extended, so it will be fixed. A bonding material 5 is attached to the outer periphery of the portion 32.
For example, if a wire is wrapped around the cap and the lower end is fixed, the entire cap 1 will cover the reinforcing bar 4, shutting out rain and outside air, and becoming a rust-proof cap.
本体2と保護筒体3とは予め組合わせて接続さ
せておき、一体のキヤツプ1として装着すること
ができる。キヤツプ1が一連一体のものとして作
製されているときも同様である。保護筒体3が固
定部32を自体の弾性によつて絞り形に形成して
あるときには、緊縛材5を使用しない固定方法を
とることもできる。 The main body 2 and the protective cylindrical body 3 can be combined and connected in advance and can be attached as an integrated cap 1. The same applies when the cap 1 is manufactured as a series. When the protective cylinder 3 has the fixing part 32 formed into a constricted shape due to its own elasticity, a fixing method that does not use the binding material 5 can also be used.
次工程のコンクリート工事開始のときのキヤツ
プ1の脱却は装着時の逆手順で行えばよいことは
明らかであり、キヤツプ1は次工程に転用され、
反覆使用される。これ以後は本体2と保護筒体3
とは解離せずに一連のキヤツプ1として使用する
のがよく、とくに本体2の紛失を避けるのがよ
い。しかも保護筒体3は収縮の状態にあつて減量
されている。 It is clear that the removal of cap 1 at the start of the next process of concrete work can be carried out by reversing the installation procedure, and cap 1 is diverted to the next process.
Used repeatedly. After this, main body 2 and protective cylinder 3
It is best to use them as a series of caps 1 without separating them from each other, especially to avoid losing the main body 2. Furthermore, the protective cylinder 3 is in a contracted state and has been reduced in weight.
考案の効果
本考案の鉄筋防錆用キヤツプは上述のように構
成され、作用するので、工事中に露出したままの
鉄筋に対してよく防錆の目的を達成する。この考
案のキヤツプは保護筒体を伸縮可能に形成してあ
るので、収縮状態が小型で保管が便利であるばか
りでなく、接続鉄筋の長さに対応して露出部の全
部を覆うことができ、転用も可能であり、破断や
見栄えの不利を排除する効果以上に利用状態が万
全であり、ひいてはコンクリートの塩害防止にも
有効である。Effects of the Invention Since the reinforcing steel rust prevention cap of the present invention is constructed and operates as described above, it can effectively achieve the purpose of rust preventing reinforcing bars that are exposed during construction. The cap of this invention has a protective cylindrical body that is expandable and retractable, so it is not only compact when contracted and convenient to store, but also able to cover the entire exposed part according to the length of the connecting reinforcing bar. It is possible to use it for other purposes, and it is more than effective in eliminating breakage and unfavorable appearance, and it is also effective in preventing salt damage to concrete.
さらに、このキヤツプは本体の帽体部を肉厚に
形成し、鉄筋の切口に嵌着して使用するものであ
るから、鉄筋の保護とともに作業場の危害防止の
保護キヤツプとしても安全上の機能をかねること
ができる。 Furthermore, this cap has a thick cap body and is used by fitting into the cut end of the reinforcing bars, so it has a safety function that not only protects the reinforcing bars but also serves as a protective cap to prevent hazards in the workplace. It can be done.
図面は本考案の防錆用キヤツプを鉄筋に装着し
たときの断面図であつて、鉄筋の中心線に対して
左側は初期の装着時、右側は使用時を説明する図
である。
1……鉄筋防錆用キヤツプ、2……本体、3…
…保護筒体、4……鉄筋、5……緊縛材、6……
コンクリート面、21……開口部、22……筒状
部、23……帽体部、31……接続部、32……
固定部、33……中間部、34……ベロウズ、4
1……切口。
The drawings are cross-sectional views of the rust-preventing cap of the present invention when it is attached to reinforcing bars, and the left side with respect to the center line of the reinforcing bars is when it is initially installed, and the right side is when it is used. 1...Reinforcing steel rust prevention cap, 2...Main body, 3...
...Protective cylinder body, 4...Reinforcing bar, 5...Bondage material, 6...
Concrete surface, 21... Opening, 22... Cylindrical part, 23... Cap body part, 31... Connection part, 32...
Fixed part, 33... Middle part, 34... Bellows, 4
1...Cut.
Claims (1)
端部に、その切口を覆つて弾性によつて装着する
ようにしたキヤツプ状の本体と、本体の鉄筋挿入
用開口部を基端として鉄筋に沿うように延長され
た蛇腹状の伸縮可能な保護筒体とからなることを
特徴とする鉄筋防錆用キヤツプ。 A cap-shaped body that is elastically attached to the tip of a reinforcing bar for connection in reinforced concrete construction by covering the cut, and a cap-shaped body that extends along the reinforcing bar with the opening for reinserting the reinforcing bar as the base end. A rust-proofing cap for reinforcing steel, characterized by consisting of a bellows-shaped, expandable protective cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986128241U JPH0446442Y2 (en) | 1986-08-25 | 1986-08-25 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986128241U JPH0446442Y2 (en) | 1986-08-25 | 1986-08-25 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6334856U JPS6334856U (en) | 1988-03-05 |
| JPH0446442Y2 true JPH0446442Y2 (en) | 1992-10-30 |
Family
ID=31023733
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1986128241U Expired JPH0446442Y2 (en) | 1986-08-25 | 1986-08-25 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0446442Y2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5834190U (en) * | 1981-08-28 | 1983-03-05 | コロムビア音響工業株式会社 | Leg structure of keyboard instruments |
-
1986
- 1986-08-25 JP JP1986128241U patent/JPH0446442Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6334856U (en) | 1988-03-05 |
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