JP2002081171A - Reinforcing bar clip for high load - Google Patents

Reinforcing bar clip for high load

Info

Publication number
JP2002081171A
JP2002081171A JP2000272512A JP2000272512A JP2002081171A JP 2002081171 A JP2002081171 A JP 2002081171A JP 2000272512 A JP2000272512 A JP 2000272512A JP 2000272512 A JP2000272512 A JP 2000272512A JP 2002081171 A JP2002081171 A JP 2002081171A
Authority
JP
Japan
Prior art keywords
reinforcing bar
clip
parallel
wedge
bolt hole
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
JP2000272512A
Other languages
Japanese (ja)
Other versions
JP4281888B2 (en
Inventor
Sadayoshi Sakai
貞義 坂井
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.)
ZenGiken Co Ltd
Original Assignee
ZenGiken Co Ltd
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 ZenGiken Co Ltd filed Critical ZenGiken Co Ltd
Priority to JP2000272512A priority Critical patent/JP4281888B2/en
Publication of JP2002081171A publication Critical patent/JP2002081171A/en
Application granted granted Critical
Publication of JP4281888B2 publication Critical patent/JP4281888B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a reinforcing bar clip for high load obtaining a technology with high reliability capable of firmly fixing parallel reinforcing bars to each other by simply work, in building up reinforcing bars of a concrete structure, hardly loosening even in the case of high loading. SOLUTION: The reinforcing bar clip for high load is constituted of a clip body 1 formed in an approximately U-shape from a pair of parallel two faces 11 and 12 arranged at an interval capable of inserting a first reinforcing bar 4 and a second reinforcing bar 5 and boring a slot 11a in one face and a bolt hole 12a in the other face and the rear section 13 for tying a pair of parallel two faces 11 and 12, a terminal section 21a larger than the slot 11a, a screw section 21c projected so as to extend a tapered part 21b and capable of being inserted into the bolt hole 12a, a nut 3 screwing to the screw section 21c and a wedge 2 having the length projecting the screw section 21c from the bolt hole 12a when the screw section is inserted from the slot 11a.

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、コンクリート構造
物の鉄筋組立において平行な2本の鉄筋を密着状態で強
固に固定し、特に作業性を良くした上で荷重負荷におい
ても緩みにくく高い信頼性が得られる高負荷用鉄筋クリ
ップに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of assembling reinforcing bars for a concrete structure, in which two parallel reinforcing bars are firmly fixed in close contact with each other. The present invention relates to a high-load reinforcing bar clip capable of obtaining a high load.

【0002】[0002]

【従来の技術】コンクリート構造物の鉄筋組立において
平行な鉄筋同士を固定する場合、軟鉄線で両者を結束す
る固定方法や、溶接にて固着する固定方法などが採用さ
れている。
2. Description of the Related Art In fixing reinforcing bars of a concrete structure, parallel reinforcing bars are fixed by a soft iron wire or fixed by welding.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の固定方法のうち軟鉄線での結束による固定方法で
は、作業に熟練を要する、結束力が弱く緩みやすいなど
の問題があった。また、溶接にて鉄筋同士を固着する固
定方法では、軟鉄線による方法と同様に作業に熟練を要
する、丸鋼同士の現場溶接であるので作業性が悪い、天
候に左右されるなどの問題がある。特に道路や橋梁など
において、鉄筋組立時PCケーブルを所定位置に多数張
設するために両端を折曲したコ字状の棚筋を新たに設け
て支持するが、つまり鉄筋の折曲部分をスターラップの
縦部分に沿って配置して軟鉄線で結束したり溶接で固着
して棚筋を設け、その棚筋にPCケーブルを載置してゆ
くのであるが、コンクリート打設前の棚筋には、PCケ
ーブルの重量や振動などの大きな負荷が直接かかるの
で、軟鉄線では緩みが生じ、溶接では割れが生じて位置
ずれを起こしてしまうという問題があった。
However, among the above-mentioned conventional fixing methods, the fixing method by bundling with a soft iron wire has problems such as requiring skill in work, weak binding force and easy loosening. In addition, in the fixing method of fixing the reinforcing bars by welding, similar to the method using a soft iron wire, there is a problem that the work requires skill, the workability is poor because the round steel is welded in place, and the weather is affected by the weather. is there. Especially on roads and bridges, a new U-shaped shelf with both ends bent is newly provided to support a large number of PC cables at predetermined positions when reinforcing bars are assembled. It is arranged along the vertical part of the lap and bound by soft iron wire or fixed by welding to provide a shelf, and PC cables are placed on the shelf, but on the shelf before concrete casting. However, since a large load such as the weight or vibration of the PC cable is directly applied to the cable, there is a problem that looseness occurs in the soft iron wire and cracks occur in the welding, resulting in displacement.

【0004】本発明は、上記従来技術が抱える問題点を
解決するためになされたものであって、その目的とする
ところは、コンクリート構造物の鉄筋組立において、互
いに平行な鉄筋同士を簡単な作業により、かつ、強固に
固定でき、高負荷時においても緩みにくく高い信頼性が
得られる高負荷用鉄筋クリップを提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems of the prior art, and an object of the present invention is to simplify the work of reinforcing steel bars parallel to each other in assembling the reinforcing steel bars of a concrete structure. Accordingly, it is an object of the present invention to provide a high-load rebar clip that can be firmly fixed, is not easily loosened even under a high load, and has high reliability.

【0005】[0005]

【課題を解決するための手段】上述の課題を解決するた
め、請求項1記載の高負荷用鉄筋クリップでは、第1鉄
筋と第2鉄筋とを平行な状態で強固に固定する高負荷用
鉄筋クリップであって、前記第1鉄筋と第2鉄筋とを挿
入可能な間隔を有して配置され一方に長穴、他方にボル
ト穴が穿設された一対の平行二面部と、これら一対の平
行二面部を繋ぐ背面部とから略コ字状に形成されたクリ
ップ本体と、前記長穴よりも大きな終端部と、先細部分
を延長するように突設され前記ボルト穴を挿通可能なね
じ部と、このねじ部に螺合するナットとを備え、長穴か
ら挿入したときねじ部がボルト穴から突出する長さを有
する楔とからなることを特徴とする。
According to a first aspect of the present invention, there is provided a high-load reinforcing bar clip for fixing a first reinforcing bar and a second reinforcing bar firmly in a parallel state. A pair of parallel two-sided portions each having a long hole on one side and a bolt hole on the other side, and a pair of parallel two-sided portions; A clip main body formed in a substantially U-shape from a back portion connecting the two surface portions, a terminal portion larger than the long hole, and a screw portion projecting so as to extend the tapered portion and capable of passing through the bolt hole. And a wedge having a length protruding from the bolt hole when the screw is inserted through the elongated hole.

【0006】請求項2記載の発明では、請求項1記載の
高負荷用鉄筋クリップにおいて、一対の平行二面部が、
コンクリートのかぶり厚方向に対して接触状態で横列す
る第1鉄筋と第2鉄筋とをかぶり厚方向外側から挿入可
能な間隔を有していることを特徴とする。
According to a second aspect of the present invention, in the high-load reinforcing bar clip according to the first aspect, the pair of parallel two-faced portions includes:
The first reinforcing bar and the second reinforcing bar, which are arranged in contact with each other in the cover thickness direction of the concrete, have an interval capable of being inserted from the outside in the cover thickness direction.

【0007】請求項3記載の発明では、請求項1または
2記載の高負荷用鉄筋クリップにおいて、楔先端に突設
したねじ部の雄ねじが断面凹状に湾曲したねじ溝を有
し、この雄ねじに螺合するナットが前記断面凹状に湾曲
したねじ溝に螺合する断面凸状に湾曲したねじ山を有し
ていることを特徴とする。
According to a third aspect of the present invention, in the high-load rebar clip according to the first or second aspect, the external thread of the threaded portion projecting from the wedge tip has a thread groove curved in a concave cross section. It is characterized in that the nut to be screwed has a thread curved into a convex cross section to be screwed into the screw groove curved into a concave cross section.

【0008】[0008]

【作用】請求項1記載の高負荷用鉄筋クリップでは、ク
リップ本体に第1鉄筋と第2鉄筋とを挿入し、楔を長穴
からボルト穴まで挿通させ、第1鉄筋と第2鉄筋とをク
リップ本体と楔とで囲まれた空間内に配置する。そし
て、ボルト穴から突出したねじ部にナットを螺合してナ
ットを締め付けることによって、一対の平行二面部の間
隔が狭まるとともに楔が長穴内に進入することでクリッ
プ本体と楔とで囲まれた空間が狭まり、第1鉄筋と第2
鉄筋とがクリップ本体と楔とに拘束されて密着状態で強
固に固定される。
According to the high load rebar clip of the first aspect, the first rebar and the second rebar are inserted into the clip body, the wedge is inserted from the elongated hole to the bolt hole, and the first rebar and the second rebar are connected. It is arranged in the space surrounded by the clip body and the wedge. Then, by screwing the nut to the threaded portion protruding from the bolt hole and tightening the nut, the interval between the pair of parallel two surface portions is reduced, and the wedge enters the elongated hole, thereby being surrounded by the clip body and the wedge. The space is narrowed, the first rebar and the second
The rebar is restrained by the clip body and the wedge, and is firmly fixed in a close contact state.

【0009】請求項2記載の高負荷用鉄筋クリップで
は、コンクリートのかぶり厚方向に対して接触状態で横
列した第1鉄筋と第2鉄筋とを固定する際、かぶり厚方
向外側への突出が背面部の厚みのみに抑えられ、必要な
かぶり厚を守ることができる。
In the high-load reinforcing bar clip according to the second aspect, when the first reinforcing bar and the second reinforcing bar lining up in contact with each other in the concrete cover thickness direction are fixed, the protrusion outward in the cover thickness direction is a rear surface. Only the thickness of the part is suppressed, and the required cover thickness can be protected.

【0010】請求項3記載の高負荷用鉄筋クリップで
は、円弧状のねじとすることによって、ねじ溝に砂など
の噛み込みがなく、条件の悪い現場などでもスムーズに
作業を遂行することができる。
In the high-load reinforcing bar clip according to the third aspect, by using an arc-shaped screw, there is no bite of sand or the like in the thread groove, so that the work can be smoothly performed even in a site where conditions are poor. .

【0011】[0011]

【発明の実施の形態】以下に、本発明の実施の形態を図
面に基づいて説明する。 (実施の形態1)図1は実施の形態1の高負荷用鉄筋ク
リップの構成を示す斜視図、図2は高負荷用鉄筋クリッ
プの使用方法を示す平面図である。図において、1はク
リップ本体、2は楔、3は楔締め付け用のナット、4は
第1鉄筋、5は第2鉄筋であり、第1鉄筋と第2鉄筋は
ともに軟鋼材を素材とする異形鉄筋であり、軸方向の所
定間隔ごとに大径のリブが設けられている。また、第2
鉄筋5の径は第1鉄筋の径よりも大径に形成されてい
る。
Embodiments of the present invention will be described below with reference to the drawings. (Embodiment 1) FIG. 1 is a perspective view showing a configuration of a high-load reinforcing bar clip of Embodiment 1, and FIG. 2 is a plan view showing a method of using the high-load reinforcing bar clip. In the drawing, 1 is a clip body, 2 is a wedge, 3 is a nut for tightening the wedge, 4 is a first reinforcing bar, 5 is a second reinforcing bar, and both the first and second reinforcing bars are made of a mild steel material. It is a reinforcing bar, and large-diameter ribs are provided at predetermined intervals in the axial direction. Also, the second
The diameter of the reinforcing bar 5 is formed larger than the diameter of the first reinforcing bar.

【0012】前記クリップ本体1は、例えば、鋼板を曲
げ加工して対向する一対の平行二面部11,12と、こ
れらを繋ぐ背面部13とを設けたコ字状に形成され、平
行二面部11の中央部には長穴11aが穿設されるとと
もに、平行二面部12の中央部にはボルト穴12aが穿
設されている。なお、背面部13の中央に穿設された穴
13aは、セメント打設の際、背面部13内側のセメン
トの入りをよくするためのものである。
The clip body 1 is formed, for example, in a U-shape having a pair of parallel two-surface portions 11 and 12 facing each other by bending a steel plate and a back surface portion 13 connecting them. An elongated hole 11a is drilled at the center of the parallel hole, and a bolt hole 12a is drilled at the center of the parallel two-plane portion 12. The hole 13a formed in the center of the back portion 13 is for improving the penetration of the cement inside the back portion 13 at the time of cementing.

【0013】前記楔2は、楔本体21において前記長穴
11aの全長よりも大きな終端部21aを有し、両当接
面を曲面に形成した先の先細部分21bには、その先細
部分21bを延長するように前記ボルト穴12aを挿通
可能なねじ部21cが突設されている。このねじ部21
cは、楔2を平行二面部11の長穴11aから挿入した
とき平行二面部12のボルト穴12aから突出する長さ
を有している。前記楔締め付け用のナット3は、前記楔
2のねじ部21cと螺合可能に形成されている。
The wedge 2 has a terminal end 21a larger than the entire length of the elongated hole 11a in the wedge main body 21, and a tapered portion 21b having a curved contact surface at both ends is provided with the tapered portion 21b. A screw portion 21c protruding from the bolt hole 12a is provided so as to extend. This screw part 21
c has a length protruding from the bolt hole 12a of the parallel two-surface part 12 when the wedge 2 is inserted from the long hole 11a of the parallel two-face part 11. The nut 3 for tightening the wedge is formed to be screwable with the threaded portion 21c of the wedge 2.

【0014】次に、本実施の形態の高負荷用鉄筋クリッ
プの使用方法として、橋梁の鉄筋組立工事において垂直
方向に延びるスターラップに両端が折曲した棚筋の折曲
部を水平に固定する場合について、棚筋の折曲部を第1
鉄筋4、スターラップを第2鉄筋5として説明する。ま
ず、第1鉄筋4と第2鉄筋5とをコンクリートのかぶり
厚方向に対して横列するように接触させ、第1鉄筋4側
に長穴11aを向けてクリップ本体1をかぶり厚方向外
側から被せる。このとき、第1鉄筋4と第2鉄筋5は共
にクリップ本体1の背面部13内面に当接した状態とな
っている。
Next, as a method of using the high-load reinforcing bar clip of the present embodiment, a bent portion of a shelf bar whose both ends are bent is fixed horizontally to a vertically extending stirrup in a reinforcing bar assembly work of a bridge. In the case, the bent part of the shelf
The reinforcing bar 4 and the stirrup will be described as a second reinforcing bar 5. First, the first reinforcing bar 4 and the second reinforcing bar 5 are brought into contact with each other in a row in the direction of the cover thickness of the concrete, and the clip body 1 is covered from the outside in the cover thickness direction with the elongated hole 11a facing the first reinforcing bar 4 side. . At this time, both the first reinforcing bar 4 and the second reinforcing bar 5 are in contact with the inner surface of the back surface 13 of the clip body 1.

【0015】次に、楔2のねじ部21cを長穴11a側
からボルト穴12aまで挿通させ、ボルト穴12aから
突出したねじ部21cにナット3を螺合し、ナット3を
ラチェットスパナ等を用いて強固に締め付ける。する
と、平行二面部11,12の間隔が狭まるとともに、楔
本体21が長穴11aからクリップ本体1内に進入する
ことでクリップ本体1と楔2とで囲まれた空間が狭ま
り、第1鉄筋4と第2鉄筋5とがクリップ本体1と楔2
とに拘束されて密着状態で強固に固定される。
Next, the screw portion 21c of the wedge 2 is inserted from the long hole 11a side to the bolt hole 12a, the nut 3 is screwed into the screw portion 21c protruding from the bolt hole 12a, and the nut 3 is screwed using a ratchet spanner or the like. Firmly. Then, the space between the parallel two-faced portions 11 and 12 is reduced, and the space surrounded by the clip body 1 and the wedge 2 is reduced by the wedge body 21 entering the clip body 1 through the elongated hole 11a. And the second reinforcing bar 5 include the clip body 1 and the wedge 2
And firmly fixed in close contact.

【0016】以上説明してきたように、本実施の形態の
高負荷用鉄筋クリップでは、接触させた第1鉄筋4と第
2鉄筋5にクリップ本体1を被せて平行二面部11,1
2に楔2のねじ部21cを通し、ねじ部21cにナット
3を螺合させてナット3を締め付けるだけで、第1鉄筋
4と第2鉄筋5とを強固に固定することができる。そし
て、ラチェットスパナのみを用いて誰でも簡単に、かつ
短時間でセットできるので、手間がかからず作業性が良
い。
As described above, in the high-load reinforcing bar clip according to the present embodiment, the clip main body 1 is put on the first reinforcing bar 4 and the second reinforcing bar 5 which are in contact with each other, and the parallel two-sided portions 11, 1 are covered.
The first reinforcing bar 4 and the second reinforcing bar 5 can be firmly fixed only by passing the screw portion 21c of the wedge 2 through the screw 2 and screwing the nut 3 into the screw portion 21c and tightening the nut 3. In addition, since anyone can easily and quickly set using only the ratchet spanner, no work is required and the workability is good.

【0017】また、楔2の固定にナット3を用いている
ので、コンクリート打設時におけるバイブレータの振動
にも緩むことがない。さらに、コンクリートのかぶり厚
外側へのはみだしを、クリップ本体1の背面部13のみ
に抑えることができるので、必要なかぶり厚が守られ
る。加えて、鋼板のばね作用によりナット3が緩みにく
い。
Further, since the nut 3 is used for fixing the wedge 2, the vibration of the vibrator at the time of placing the concrete is not loosened. Furthermore, since the protrusion of the concrete to the outside of the cover thickness can be suppressed only to the rear portion 13 of the clip body 1, the required cover thickness is protected. In addition, the nut 3 is not easily loosened by the spring action of the steel plate.

【0018】(実施の形態2)次に、実施の形態2を説
明する。図3は、実施の形態2のクリップ本体を示す斜
視図である。本実施の形態の高負荷用鉄筋クリップで
は、クリップ本体7の背面部73内面側に、略半球状の
係止突部6を設けたことに特徴がある。この係止突部6
は、挿入した第1鉄筋4と第2鉄筋5の接触位置から背
面部73側へ下ろした垂線上にその頂部が設けられ、鉄
筋同士を固定するとき、鉄筋同士の密着および鉄筋の背
面部73への当接を阻害しない程度の大きさを有してい
る。本実施の形態の高負荷用鉄筋クリップでは、係止突
部6が固定した第1鉄筋4および第2鉄筋5のリブにそ
れぞれ係合することによって、クリップ本体7の上下方
向の位置ずれを確実に阻止することができる。
(Embodiment 2) Next, Embodiment 2 will be described. FIG. 3 is a perspective view showing a clip body according to the second embodiment. The high-load rebar clip of the present embodiment is characterized in that a substantially hemispherical locking projection 6 is provided on the inner surface side of the back portion 73 of the clip body 7. This locking projection 6
The top is provided on a perpendicular line lowered from the contact position between the inserted first reinforcing bar 4 and the second reinforcing bar 5 to the back portion 73 side, and when the reinforcing bars are fixed to each other, the adhesion between the reinforcing bars and the back portion 73 of the reinforcing bar are provided. It is large enough not to hinder contact with In the high-load reinforcing bar clip according to the present embodiment, the locking projection 6 engages with the fixed ribs of the first reinforcing bar 4 and the second reinforcing bar 5, whereby the positional displacement of the clip body 7 in the vertical direction is ensured. Can be blocked.

【0019】(実施の形態3)次に、実施の形態3を説
明する。図4は、実施の形態3のねじ部を示す断面図で
ある。本実施の形態の高負荷用鉄筋クリップでは、楔本
体21の先端に突設したねじ部8の雄ねじ81が断面凹
状に湾曲したねじ溝81aを有し、この雄ねじ81に螺
合するナット9が前記断面凹状に湾曲したねじ溝81a
に螺合する断面凸状に湾曲したねじ山10を有している
ことに特徴がある。本実施の形態の高負荷用鉄筋クリッ
プでは、ねじ部8を円弧状のねじとすることによってね
じ溝81aに砂などの噛み込みがなく、条件の悪い現場
などでもスムーズに作業を遂行することができる。
(Embodiment 3) Next, Embodiment 3 will be described. FIG. 4 is a cross-sectional view illustrating a screw portion according to the third embodiment. In the high-load rebar clip of the present embodiment, the male screw 81 of the screw portion 8 protruding from the tip of the wedge main body 21 has a screw groove 81a curved in a concave cross section. The thread groove 81a curved to have a concave section.
It is characterized in that it has a thread 10 which is convexly curved in cross section and which is screwed into the thread. In the high-load reinforcing bar clip according to the present embodiment, the screw portion 8 is formed into an arc-shaped screw so that sand or the like is not caught in the screw groove 81a, so that the work can be smoothly performed even in a site with bad conditions. it can.

【0020】以上、本発明の実施の形態を説明してきた
が、本発明の具体的な構成は本実施の形態に限定される
ものではなく、発明の要旨を逸脱しない範囲の設計変更
等があっても本発明に含まれる。例えば、クリップ本体
を形成する鋼板の厚さは任意に設定できる。または鍛
造、鋳造などして設けることもできる。また、クリップ
本体の背面部中央に穿設する穴をより大きくすること
で、セメントの入りがさらに促進されるとともに、楔締
め付け時に鉄筋の形状に合わせて曲がりやすくなるの
で、鉄筋への密着状態を向上させて締め付け効果を向上
させることができる。
Although the embodiments of the present invention have been described above, the specific configuration of the present invention is not limited to the embodiments, and there may be design changes and the like within a range not departing from the gist of the invention. This is also included in the present invention. For example, the thickness of the steel plate forming the clip body can be set arbitrarily. Alternatively, it can be provided by forging or casting. In addition, by making the hole drilled in the center of the back part of the clip body larger, the entry of cement is further promoted, and it becomes easy to bend according to the shape of the reinforcing bar when tightening the wedge, so the state of adhesion to the reinforcing bar It is possible to improve the tightening effect.

【0021】[0021]

【発明の効果】以上説明してきたように、本発明の高負
荷用鉄筋クリップにあっては、クリップ本体に第1鉄筋
と第2鉄筋とを挿入し、平行二面部に楔を挿通させてナ
ットで楔を締め付けるだけで、第1鉄筋と第2鉄筋とを
密着状態で強固に固定することができるので、良好な性
能を有する状態に誰でも簡単に施行でき、高い信頼性を
得ることができる。
As described above, in the high-load reinforcing bar clip according to the present invention, the first reinforcing bar and the second reinforcing bar are inserted into the clip body, and the wedge is inserted through the two parallel surface portions. By simply tightening the wedge, the first reinforcing bar and the second reinforcing bar can be firmly fixed in a close contact state, so that anyone can easily perform the operation in a state having good performance, and high reliability can be obtained. .

【0022】また、一対の平行二面部を、コンクリート
のかぶり厚方向に対して接触状態で横列した第1鉄筋と
第2鉄筋とをかぶり厚方向の外側から挿入可能な間隔と
することによって、かぶり厚方向外側への突出を背面部
の厚みのみに抑えることができ、必要なかぶり厚を守る
ことができる。
In addition, by providing a pair of parallel two-faced portions with an interval capable of inserting the first reinforcing bar and the second reinforcing bar which are arranged in contact with the covering direction of the concrete from the outside in the covering direction. The protrusion outward in the thickness direction can be suppressed only to the thickness of the back surface portion, and the required cover thickness can be protected.

【0023】さらに、ねじ部を円弧状のねじとすること
によって、ねじ溝に砂などの噛み込みがなく、条件の悪
い現場などでもスムーズに作業を遂行することができる
などの効果が得られる。
Further, by forming the screw portion into an arc-shaped screw, there is obtained an effect that there is no biting of sand or the like in the screw groove, and that the work can be smoothly performed even in a site having bad conditions.

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

【図1】実施の形態1の高負荷用鉄筋クリップの構成を
示す斜視図である。
FIG. 1 is a perspective view showing a configuration of a high-load reinforcing bar clip according to a first embodiment.

【図2】実施の形態1の高負荷用鉄筋クリップの使用方
法を示す平面図である。
FIG. 2 is a plan view showing how to use the high-load reinforcing bar clip of the first embodiment.

【図3】実施の形態2のクリップ本体を示す斜視図であ
る。
FIG. 3 is a perspective view showing a clip body according to a second embodiment.

【図4】実施の形態3のねじ部を示す断面図である。FIG. 4 is a cross-sectional view illustrating a screw portion according to a third embodiment.

【符号の説明】[Explanation of symbols]

1 クリップ本体 11,12 平行二面部 11a 長穴 12a ボルト穴 13 背面部 13a 穴 2 楔 21 楔本体 21a 終端部 21b 先細部分 21c ねじ部 3 ナット 4 第1鉄筋 5 第2鉄筋 DESCRIPTION OF SYMBOLS 1 Clip main body 11, 12 Parallel two-sided part 11a Slot 12a Bolt hole 13 Back part 13a Hole 2 Wedge 21 Wedge main body 21a Termination part 21b Tapered part 21c Screw part 3 Nut 4 First rebar 5 Second rebar

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 第1鉄筋と第2鉄筋とを平行な状態で強
固に固定する高負荷用鉄筋クリップであって、 前記第1鉄筋と第2鉄筋とを挿入可能な間隔を有して配
置され一方に長穴、他方にボルト穴が穿設された一対の
平行二面部と、これら一対の平行二面部を繋ぐ背面部と
から略コ字状に形成されたクリップ本体と、 前記長穴よりも大きな終端部と、先細部分を延長するよ
うに突設され前記ボルト穴を挿通可能なねじ部と、この
ねじ部に螺合するナットとを備え、長穴から挿入したと
きねじ部がボルト穴から突出する長さを有する楔とから
なることを特徴とする高負荷用鉄筋クリップ。
1. A high-load reinforcing bar clip for firmly fixing a first reinforcing bar and a second reinforcing bar in a parallel state, wherein the first reinforcing bar and the second reinforcing bar are arranged with an interval capable of being inserted. A clip body formed in a substantially U-shape from a pair of parallel two-sided portions having a long hole on one side and a bolt hole on the other side, and a back portion connecting the pair of parallel two-sided portions; A large end portion, a threaded portion protruding to extend the tapered portion and capable of passing through the bolt hole, and a nut screwed into the threaded portion. And a wedge having a length protruding therefrom.
【請求項2】 一対の平行二面部が、コンクリートのか
ぶり厚方向に対して接触状態で横列する第1鉄筋と第2
鉄筋とをかぶり厚方向外側から挿入可能な間隔を有して
いることを特徴とする請求項1記載の高負荷用鉄筋クリ
ップ。
2. A first reinforcing bar and a second reinforcing bar, wherein a pair of parallel two surface portions are arranged in a row in contact with a concrete cover thickness direction.
The high-load reinforcing bar clip according to claim 1, wherein the reinforcing bar clip has an interval that allows the reinforcing bar and the reinforcing bar to be inserted from the outside in the thickness direction.
【請求項3】 楔先端に突設したねじ部の雄ねじが断面
凹状に湾曲したねじ溝を有し、この雄ねじに螺合するナ
ットが前記断面凹状に湾曲したねじ溝に螺合する断面凸
状に湾曲したねじ山を有していることを特徴とする請求
項1または2記載の高負荷用鉄筋クリップ。
3. A male thread of a threaded portion projecting from a wedge tip has a thread groove curved in a concave cross section, and a nut screwed into the male screw is threaded into the thread groove curved in a concave cross section. 3. The high-load reinforcing bar clip according to claim 1, wherein the clip has a curved thread.
JP2000272512A 2000-09-08 2000-09-08 High load rebar clip Expired - Lifetime JP4281888B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000272512A JP4281888B2 (en) 2000-09-08 2000-09-08 High load rebar clip

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000272512A JP4281888B2 (en) 2000-09-08 2000-09-08 High load rebar clip

Publications (2)

Publication Number Publication Date
JP2002081171A true JP2002081171A (en) 2002-03-22
JP4281888B2 JP4281888B2 (en) 2009-06-17

Family

ID=18758612

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000272512A Expired - Lifetime JP4281888B2 (en) 2000-09-08 2000-09-08 High load rebar clip

Country Status (1)

Country Link
JP (1) JP4281888B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009155851A (en) * 2007-12-26 2009-07-16 Okabe Co Ltd Connecting structure of precast floor slab and beam
JP2011069185A (en) * 2009-08-31 2011-04-07 Kunimoto Co Ltd Reinforcement fastener
JP5080696B1 (en) * 2012-01-05 2012-11-21 政義 吉田 U-shaped separlock fitting body and screw projection tightening slope shaft screw.
KR101399607B1 (en) * 2012-06-26 2014-05-27 (주) 에센스 The coupler for an iron reinforcing rod
JP2014202052A (en) * 2013-04-10 2014-10-27 ゼン技研株式会社 Reinforcement binding metal fitting for heavy load
KR20180059116A (en) * 2016-11-25 2018-06-04 박경언 Band steel locking device
KR101927760B1 (en) * 2018-02-08 2018-12-11 박경언 Band steel locking device
JP7462485B2 (en) 2020-06-23 2024-04-05 岡部株式会社 Reinforced concrete fastening fittings

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50125224U (en) * 1974-03-29 1975-10-14
JPS50155013U (en) * 1974-06-07 1975-12-23
JPS5226420U (en) * 1975-08-15 1977-02-24
JPH08246604A (en) * 1995-03-10 1996-09-24 Fujita Corp Reinforcing method of lap joint of reinforcements and reinforcing member
JP2001304210A (en) * 2000-04-24 2001-10-31 Suteekusu:Kk Rod body joining-together fitting

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50125224U (en) * 1974-03-29 1975-10-14
JPS50155013U (en) * 1974-06-07 1975-12-23
JPS5226420U (en) * 1975-08-15 1977-02-24
JPH08246604A (en) * 1995-03-10 1996-09-24 Fujita Corp Reinforcing method of lap joint of reinforcements and reinforcing member
JP2001304210A (en) * 2000-04-24 2001-10-31 Suteekusu:Kk Rod body joining-together fitting

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009155851A (en) * 2007-12-26 2009-07-16 Okabe Co Ltd Connecting structure of precast floor slab and beam
JP2011069185A (en) * 2009-08-31 2011-04-07 Kunimoto Co Ltd Reinforcement fastener
JP5080696B1 (en) * 2012-01-05 2012-11-21 政義 吉田 U-shaped separlock fitting body and screw projection tightening slope shaft screw.
KR101399607B1 (en) * 2012-06-26 2014-05-27 (주) 에센스 The coupler for an iron reinforcing rod
JP2014202052A (en) * 2013-04-10 2014-10-27 ゼン技研株式会社 Reinforcement binding metal fitting for heavy load
KR20180059116A (en) * 2016-11-25 2018-06-04 박경언 Band steel locking device
KR101895306B1 (en) * 2016-11-25 2018-09-05 박경언 Band steel locking device
KR101927760B1 (en) * 2018-02-08 2018-12-11 박경언 Band steel locking device
JP7462485B2 (en) 2020-06-23 2024-04-05 岡部株式会社 Reinforced concrete fastening fittings

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