JP2548876Y2 - Concrete formwork clamp - Google Patents

Concrete formwork clamp

Info

Publication number
JP2548876Y2
JP2548876Y2 JP4401291U JP4401291U JP2548876Y2 JP 2548876 Y2 JP2548876 Y2 JP 2548876Y2 JP 4401291 U JP4401291 U JP 4401291U JP 4401291 U JP4401291 U JP 4401291U JP 2548876 Y2 JP2548876 Y2 JP 2548876Y2
Authority
JP
Japan
Prior art keywords
hole
circular
plate portion
front plate
pair
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 - Lifetime
Application number
JP4401291U
Other languages
Japanese (ja)
Other versions
JPH04129261U (en
Inventor
隆男 西村
Original Assignee
岡部株式会社
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 岡部株式会社 filed Critical 岡部株式会社
Priority to JP4401291U priority Critical patent/JP2548876Y2/en
Publication of JPH04129261U publication Critical patent/JPH04129261U/en
Application granted granted Critical
Publication of JP2548876Y2 publication Critical patent/JP2548876Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、楔を用いてコンクリー
ト型枠を締付ける締付け金具の改良に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in a fastener for fastening a concrete form using a wedge.

【0002】[0002]

【従来の技術】従来、この種の締付金具は図4に示すご
とく、互いに平行な帯板33の前端板31の近くにおい
て、帯板と垂直に丸棒37または補強片(不図示)の両
端を帯板33に溶接して2枚の帯板33および前端板3
1を補強して構成され、楔21を楔用孔に打込んで型枠
23と型枠押え部材22、24とを圧着する際に生ずる
帯板33および前端板31の変形を防止するようになっ
ていた。(例えば実公昭52−3073号公報)。
2. Description of the Related Art Conventionally, as shown in FIG. 4, this type of fastener is provided with a round bar 37 or a reinforcing piece (not shown) perpendicular to the strip near a front end plate 31 of a strip 33 parallel to each other. The two ends are welded to the strip 33 and the two strips 33 and the front end 3
1 to prevent deformation of the band plate 33 and the front end plate 31 which are generated when the wedge 21 is driven into the wedge hole to press the form 23 and the form holding members 22 and 24. Had become. (For example, Japanese Utility Model Publication No. 52-3073).

【0003】[0003]

【考案が解決しようとする課題】上述した従来の、締付
金具を構成する平行な2枚の帯板に丸棒や補強片を溶接
して補強する方法は、それらの溶接工程に時間が掛かる
ほか、溶接後さらに防蝕のための処理工程を必要とし、
「コスト」高となる欠点がある。
The above-mentioned conventional method of reinforcing by welding a round bar or a reinforcing piece to two parallel strips constituting a fastening member requires a long time for the welding process. In addition, after welding, it requires a further processing step for corrosion protection,
There is a disadvantage that "cost" is high.

【0004】本考案の目的は、溶接工程および防蝕処理
工程を廃してコストを削減できる締付金具を提供するこ
とにある。
[0004] It is an object of the present invention to provide a fastener capable of reducing costs by eliminating the welding process and the anticorrosion treatment process.

【0005】[0005]

【課題を解決するための手段】本考案のコンクリート型
枠締付金具は、中央部にめねじ部を有するほぼ台形状の
前端板部と、前端板部の両端にそれぞれ延在する互いに
平行な一対の帯板部と、一対の帯板部を前端板部近くに
おいて貫通接続する補強棒を有し、一対の帯板部は、両
帯板部を貫通する楔の一方の辺が、楔が差し込まれるに
したがって両帯板部に垂直にかつ前端板部の方向に移動
する楔用孔を後端側に有し、また前端板部近くに補強棒
が貫通する円形貫通孔を、さらに一方の円形貫通孔には
直径方向に切欠を有し、補強棒は、一端が円形貫通孔よ
り大径の頭部をなし、円形貫通孔を通過して頭部が帯板
部の一方に当接したとき、一対の帯板部の対向する各内
側面に接し、かつ切欠に挿通可能な突起部を補強棒の表
面に有し、頭部側に位置する突起部が切欠と重ならない
位置において、補強棒の他端が他方の帯板部側に位置す
る突起部との間に帯板部を挟んでカシメられている。
SUMMARY OF THE INVENTION A concrete form clamp of the present invention has a substantially trapezoidal front end plate having a female thread at the center, and parallel front ends extending at both ends of the front end plate. A pair of band plates, and a reinforcing rod that penetrates and connects the pair of band plates near the front end plate. The pair of band plates has one side of a wedge penetrating both band plates. It has a wedge hole on the rear end side that moves vertically to both band plate parts and in the direction of the front end plate part as it is inserted, and has a circular through hole through which a reinforcing rod penetrates near the front end plate part. The circular through-hole has a notch in the diameter direction, and the reinforcing rod has a head with one end larger in diameter than the circular through-hole, and the head passes through the circular through-hole and abuts against one of the band plate portions. When the reinforcing rod has a projection on the surface of the reinforcing rod, the projection is in contact with the inner surfaces of the pair of band plates facing each other and can be inserted into the notch. At a position where the protruding portion is located does not overlap the notch are crimped across the band plate portion between the protrusions and the other end of the reinforcing rod is positioned on the other of the strip portion.

【0006】[0006]

【作用】互いに平行な帯板に補強棒を組み付ける際、補
強棒に設けられた突起部を一方の帯板の円形状貫通孔の
切欠に合致させて挿入し、頭部を帯板の外表面に当接さ
せた後、補強棒をその中心線の周りに回転させて突起部
を切欠の位置からずらせることによって、2枚の平行な
帯板の間隔が補強棒の突起部によって保持され、さらに
補強棒の他端をカシメることによって締付金具が構成さ
れる。
When assembling the reinforcing rods to the strips parallel to each other, the protrusions provided on the reinforcing rods are inserted so as to match the cutouts of the circular through holes of one of the strips, and the head is placed on the outer surface of the strip. After the abutment, the reinforcing bar is rotated around its center line to shift the protrusion from the position of the notch, whereby the interval between the two parallel strips is retained by the protrusion of the reinforcing bar, Further, the other end of the reinforcing rod is swaged to form a fastening member.

【0007】[0007]

【実施例】次に本考案の実施例について図面を参照して
説明する。図1は本考案の一実施例のコンクリート型枠
締付金具10の縦断面とその使用状態を示す図、図2は
円形貫通孔5の直径方向に対称的な2個の切欠6を示す
図、図3は補強棒7の組付前の形状を示す図、図4は従
来の技術によるコンクリート型枠金物締付金具の縦断面
とその使用状態を示す図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a view showing a longitudinal section of a concrete formwork fastener 10 of one embodiment of the present invention and its use state, and FIG. 2 is a view showing two notches 6 symmetrical in a diameter direction of a circular through hole 5. FIG. 3 is a view showing a shape of a reinforcing rod 7 before being assembled, and FIG. 4 is a view showing a longitudinal section of a concrete formwork fastener of the prior art and its use state.

【0008】突出した中央部にめねじ部2が固設された
前端板1の両端が、めねじの中心線と平行に延びて間隔
Aに隔てられた帯板3を形成する。帯板3には、前端板
1に近い位置に帯板3と直角に円形貫通孔5が、遠い位
置に楔用孔4が設けられており、一方の帯板3円形貫通
孔5には図2に示されるように直径方向に対称的な2個
の切欠6が設けられている。他方の帯板3の円形貫通孔
5にも同様の切欠6を設けることができる。
[0008] Both ends of a front end plate 1 having a female screw portion 2 fixed at a protruding central portion extend in parallel with the center line of the female screw to form a strip plate 3 separated by an interval A. The band plate 3 is provided with a circular through hole 5 at a position near the front end plate 1 and at right angles to the band plate 3 and a wedge hole 4 at a position far from the band plate 3. As shown in FIG. 2, two notches 6 symmetrical in the diameter direction are provided. A similar notch 6 can also be provided in the circular through hole 5 of the other band plate 3.

【0009】補強棒7は、円形貫通孔5に適合した太さ
の丸棒で、一端に貫通孔5の内径より大きい直径の頭部
8が設けられ、頭部8が一方の帯板3と当接する位置に
おいて、他端11にカシメ部12を設けることができる
長さの首下長Lを有している。また、頭部8の直下から
帯板3の厚さtを隔てた位置から、他端11に向かって
図2の円形貫通孔5および切欠6を滑動可能な2個の突
起部9が設けられ、さらにこの突起部9から2枚の帯板
3の間隔寸法Aと等しい突起部離隔寸法Aを隔てて2個
の突起部9が他端側に設けられる。各突起部9の長さ
は、補強棒7をカシメたとき、2枚の帯板間の間隔Aを
保持できる強度を有するように決定する。
The reinforcing rod 7 is a round rod having a thickness suitable for the circular through-hole 5 and a head 8 having a diameter larger than the inner diameter of the through-hole 5 is provided at one end. At the contact position, the other end 11 has an under-neck length L long enough to provide the caulking portion 12. Also, two projections 9 are provided that can slide through the circular through-hole 5 and the notch 6 in FIG. 2 from the position immediately below the head 8 with the thickness t of the strip 3 toward the other end 11. Further, two projections 9 are provided on the other end side with a projection separation distance A equal to the interval dimension A of the two strips 3 from the projection 9. The length of each projection 9 is determined so as to have a strength capable of maintaining the interval A between the two strips when the reinforcing bar 7 is caulked.

【0010】次に、本実施例のコンクリート型枠締付金
具を組み立てる工程について説明する。まず、一方の帯
板3に設けられた円形貫通孔5および切欠6に突起部9
を合致させながら補強棒7を挿入し、頭部8が帯板3の
外側面と当接した後、補強棒7をその軸心の周りに4分
の1回転させて突起部9と帯板3の内面とを当接させ、
補強棒7の他端11にカシメ部12を形成させることに
よって締付金具が完成する。
Next, a process of assembling the concrete form fitting of this embodiment will be described. First, the protrusion 9 is formed in the circular through hole 5 and the notch 6 provided in one of the band plates 3.
After the reinforcing bar 7 is inserted and the head 8 comes into contact with the outer surface of the band plate 3, the reinforcing bar 7 is rotated by a quarter around its axis, and the projection 9 and the band plate are rotated. 3 is brought into contact with the inner surface,
By forming a caulking portion 12 at the other end 11 of the reinforcing rod 7, a fastening member is completed.

【0011】[0011]

【考案の効果】以上説明したように本考案は、突起部を
有する補強棒を切欠を有する円形貫通孔に挿入して頭部
を帯板に当接させた後、4分の1回転させて突起部によ
って2枚の帯板の内側を保持し、補強棒の他端にカシメ
部を形成して型枠締付金具を製作するようにしたため、
従来の丸棒または補強片を溶接する工程を廃止すること
ができるので、溶接後の防蝕のためのメッキ工程も省く
ことができて、帯板の素材にメッキ鋼板を使用すること
が可能となり、コストの削減と工程の短縮に効果があ
る。
As described above, according to the present invention, a reinforcing rod having a projection is inserted into a circular through hole having a notch, and the head is brought into contact with the band plate, and then rotated by a quarter turn. Since the insides of the two strips were held by the projections, and a caulking portion was formed at the other end of the reinforcing rod to form the formwork fastener,
Since the process of welding conventional round bars or reinforcing pieces can be eliminated, the plating process for corrosion protection after welding can also be omitted, and it is possible to use plated steel plates for the material of the strip, This is effective for cost reduction and process shortening.

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

【図1】本考案の一実施例のコンクリート型枠締付金具
の縦断面とのその使用状態を示す図である。
FIG. 1 is a view showing a longitudinal section of a concrete formwork fastener of one embodiment of the present invention and a use state thereof.

【図2】切欠を有する円形貫通孔の形状を示す図であ
る。
FIG. 2 is a view showing a shape of a circular through hole having a notch.

【図3】組付前の補強棒の外観の平面図である。FIG. 3 is a plan view of the appearance of a reinforcing rod before assembly.

【図4】従来の技術によるコンクリート型枠締付金具の
縦断面とその使用状態を示す図である。
FIG. 4 is a diagram showing a vertical section of a concrete formwork fastener according to a conventional technique and a use state thereof.

【符号の説明】[Explanation of symbols]

1 前端板 2 めねじ部 3 帯板 4 楔用孔 5 円形貫通孔 6 切欠 7 補強棒 8 頭部 9 突起部 10 コンクリート型枠締付金具 11 他端 12 カシメ部 21 楔 22 型枠押え部材 23 型枠 24 型枠 25 支承具 26 型枠間隔保持杆 30 コンクリート型枠締付金具 31 前端板 32 めねじ部 33 帯板 37 丸棒 38 溶接部 A 突起部離隔寸法/帯板の内側の間隔 L 首下長 t 帯板の厚さ DESCRIPTION OF SYMBOLS 1 Front end plate 2 Female thread part 3 Strip plate 4 Wedge hole 5 Circular through hole 6 Notch 7 Reinforcement rod 8 Head 9 Projection part 10 Concrete formwork fastening fitting 11 Other end 12 Caulking part 21 Wedge 22 Formwork holding member 23 Formwork 24 Formwork 25 Support 26 Formwork spacing rod 30 Concrete formwork clamp 31 Front end plate 32 Female thread 33 Strip 37 Round bar 38 Welded part A Separation dimension of protrusion / Spacing inside strip L Neck length t Thickness of strip

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 中央部にめねじ部を有するほぼ台形状の
前端板と、前端板の両端それぞれ延在する互い
に平行な一対の帯板と、該一対の帯板前記前端板
近くにおいて貫通接続する補強棒を有し、 前記一対の帯板は、両帯板を貫通する楔の一方の辺
が、楔が差し込まれるにしたがって両帯板に垂直に
かつ前記前端板の方向に移動する楔用孔を後端側に有
し、また前記前端板近くに前記補強棒が貫通する円形
貫通孔を、さらに一方の円形貫通孔には直径方向に切欠
を有し、 前記補強棒は、一端が前記円形貫通孔より大径の頭部を
し、前記円形貫通孔を通過して該頭部が前記帯板部の
一方に当接したとき、前記一対の帯板部の対向する各内
側面に接し、かつ前記切欠に挿通可能な突起部を前記補
強棒の表面に有し、前記頭部側に位置する該突起部が前
記切欠と重ならない位置において、前記補強棒の他端が
他方の帯板部側に位置する前記突起部との間に該帯板部
を挟んでカシメられたコンクリート型枠締付金具。
1. A <br/> front plate portion of substantially trapezoidal shape having a female thread portion in the central portion and, said front plate portion at both ends extending each other <br/> pair of belt portions parallel to the When the front plate the pair of belt portions
Has a reinforcing rods through-connection in the vicinity part, the pair of belt portions, one of the sides of the wedge through the Ryoobiban portion is vertically and the both belt portions according to the wedge is inserted has a wedge hole moving in the direction of the front plate portion on the rear end side, also circular through-holes, notches diametrically to further one circular through hole through which the reinforcing bars to pass through near the front plate portion The reinforcing rod has a head whose one end is larger in diameter than the circular through-hole.
Such, the head portion through said circular through hole of the band plate portion
When abutting on one side, each of the opposing inner portions of the pair of band portions
The supplementary portion that is in contact with the side surface and that can be inserted through the
The projection on the surface of the strong rod and located on the head side
At a position that does not overlap with the notch, the other end of the reinforcing rod
The band plate portion between the other band plate portion and the projection portion
A concrete formwork fastening fitting that is crimped across .
JP4401291U 1991-05-18 1991-05-18 Concrete formwork clamp Expired - Lifetime JP2548876Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4401291U JP2548876Y2 (en) 1991-05-18 1991-05-18 Concrete formwork clamp

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4401291U JP2548876Y2 (en) 1991-05-18 1991-05-18 Concrete formwork clamp

Publications (2)

Publication Number Publication Date
JPH04129261U JPH04129261U (en) 1992-11-25
JP2548876Y2 true JP2548876Y2 (en) 1997-09-24

Family

ID=31924249

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4401291U Expired - Lifetime JP2548876Y2 (en) 1991-05-18 1991-05-18 Concrete formwork clamp

Country Status (1)

Country Link
JP (1) JP2548876Y2 (en)

Also Published As

Publication number Publication date
JPH04129261U (en) 1992-11-25

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