JP3156293U - Deformed bar orthogonal bundling device - Google Patents

Deformed bar orthogonal bundling device Download PDF

Info

Publication number
JP3156293U
JP3156293U JP2009007565U JP2009007565U JP3156293U JP 3156293 U JP3156293 U JP 3156293U JP 2009007565 U JP2009007565 U JP 2009007565U JP 2009007565 U JP2009007565 U JP 2009007565U JP 3156293 U JP3156293 U JP 3156293U
Authority
JP
Japan
Prior art keywords
reinforcing bar
orthogonal
steel material
shaped steel
rod
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 - Fee Related
Application number
JP2009007565U
Other languages
Japanese (ja)
Inventor
金澤 光雄
光雄 金澤
小笠原 康治
康治 小笠原
野島 淳志
淳志 野島
Original Assignee
株式会社金澤製作所
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 株式会社金澤製作所 filed Critical 株式会社金澤製作所
Priority to JP2009007565U priority Critical patent/JP3156293U/en
Application granted granted Critical
Publication of JP3156293U publication Critical patent/JP3156293U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

【課題】建築工事やトンネル内工事において、直交する異形鉄筋を簡単な部品で強固に結束することのできる異形鉄筋直交結束装置を提供する。【解決手段】結束用丸棒鋼材の先端屈曲部がU字状に屈曲され、該先端屈曲部に対して直交方向に中間屈曲部を形成し、2方向に分かれた結束用丸棒鋼材の後端部の棒状鋼材延長部の一方にテーパー付ナットを挿入する長孔を、他方にボルト挿入孔を形成する。シャックル本体部の頂部屈曲部と直交する方向にシャックル本体部の下方を捩り加工して改造ツイストシャックルとし、2方向に分かれたシャックル本体部の先端の棒状鋼材延長部の一方にテーパー付ナットを挿入する長孔を、他方にボルト挿入孔を形成する。【選択図】図1An object of the present invention is to provide a deformed reinforcing bar orthogonal binding device capable of firmly binding orthogonal deformed reinforcing bars with simple parts in construction work or tunnel construction. A bundling round bar steel material is bent in a U-shape at a tip thereof, an intermediate bent portion is formed in a direction orthogonal to the tip bending portion, and the bundling round bar steel material separated in two directions A long hole for inserting a tapered nut is formed in one of the end portions of the rod-shaped steel material extension, and a bolt insertion hole is formed in the other. Twist the lower part of the shackle body in the direction perpendicular to the top bent part of the shackle body to make a modified twist shackle, and insert a tapered nut into one of the rod-shaped steel material extensions at the tip of the shackle body divided in two directions A long hole is formed, and a bolt insertion hole is formed on the other side. [Selection] Figure 1

Description

本考案は異形鉄筋直交結束装置に関し、特に建築工事やトンネル内工事において、直交する複数の異形鉄筋を簡単な部品で強固に結束することのできる異形鉄筋直交結束装置に関する。  The present invention relates to a deformed reinforcing bar orthogonal bundling device, and more particularly, to a deformed reinforcing bar orthogonal bundling device capable of firmly binding a plurality of orthogonal deformed reinforcing bars with simple parts in construction work or tunnel construction.

従来、鉄筋の結束には番線や結束線が使用されているが、これらを用いるための結束具や種々の鉄筋結束装置が開発されている。  Conventionally, a wire or a binding wire has been used for binding reinforcing bars, and binding tools and various reinforcing bar binding devices for using them have been developed.

特開平8−199818号公報  JP-A-8-199818 特開2009−180010号公報  JP 2009-180010 A 特開2003−239459号公報  Japanese Patent Laid-Open No. 2003-239459 特開2007−92435号公報  JP 2007-92435 A

前記せる特開平8−199818号公報および特開2009−180010号公報はいずれも番線や結束線を使用するものであって、結束後の強い強度を要する場合は不向きなものであった。  Japanese Patent Application Laid-Open No. 8-199818 and Japanese Patent Application Laid-Open No. 2009-180010 both use a numbered wire and a binding wire, and are not suitable when a strong strength after binding is required.

また、前記せる特開2003−239459号公報では、鉄筋連結先端部が半円弧状になっているJ型アーム2本を並列に持ち、J型アームの先端半円弧状の内側に鉄筋を重合し、J型アーム上部を固定するナットを基点として固持するものであるが、この連結金具では連結する鉄筋の太さを変えて連結する場合にJアームの角度を強制的に開くことになるので作業性と強度に問題があった。  Further, in the above-mentioned Japanese Patent Application Laid-Open No. 2003-239459, two J-shaped arms having a semicircular arc connecting tip are arranged in parallel, and the reinforcing bars are superposed inside the semicircular arc of the J-shaped arm. The nut that fixes the upper part of the J-arm is fixed as a starting point. However, with this connecting bracket, the angle of the J arm is forcibly opened when connecting by changing the thickness of the reinforcing bars. There was a problem with property and strength.

また、前記せる特開2007−92435号公報では、締付け座金に固定されたフープ筋把持部に単にフープ筋をはめ込むものであって、フープ筋を強固に固定できる構造ではなく強度的にも問題があった。  Further, in the above-mentioned Japanese Patent Application Laid-Open No. 2007-92435, the hoop muscle is simply fitted into the hoop muscle gripping portion fixed to the tightening washer, and there is a problem in terms of strength rather than a structure that can firmly fix the hoop muscle. there were.

異形鉄筋の結束に於いては、簡単な構造で作業性がよく、しかも強度的にも優れた結束ができる異形鉄筋直交結束装置が求められている。  In the binding of deformed reinforcing bars, there is a need for a deformed reinforcing bar orthogonal binding device that has a simple structure, good workability, and excellent binding strength.

結束用棒状鋼材の先端屈曲部がU字状に屈曲され、該先端屈曲部に対して直交方向に中間屈曲部を形成し、2方向に分かれた結束用棒状鋼材の後端部を棒状鋼材延長部に形成し、該棒状鋼材延長部の一方にボルト挿入孔を形成し、他方に長孔を形成し、該長孔にテーパー付ナットを嵌着し、ボルトの螺合により次第にナットが長孔に嵌まって棒状鋼材延長部間が近接するように構成され、主異形鉄筋とループ異形鉄筋とが直交状態に結束されるように構成したことを特徴とし、且つ、シャックル本体部の頂部屈曲部と直交する方向にシャックル本体部の下方を捩って改造ツイストシャックルとし、2方向に分かれたシャックル本体部の先端を棒状鋼材延長部に形成し、該棒状鋼材延長部の一方にボルト挿入孔を形成し、他方に長孔を形成し、該長孔にテーパー付ナットを嵌着し、ボルトの螺合により次第にナットが長孔に嵌まって棒状鋼材延長部間が近接するように構成され、主異形鉄筋とループ異形鉄筋とが直交状態に結束されるように構成したことを特徴とする異形鉄筋直交結束装置を提供する。  The bending end of the binding rod-shaped steel material is bent in a U-shape, and an intermediate bending portion is formed in a direction orthogonal to the bending end of the tip, and the rear end portion of the binding rod-shaped steel material divided into two directions is extended to the rod-shaped steel material. A bolt insertion hole is formed in one of the rod-shaped steel material extensions, a long hole is formed in the other, a tapered nut is fitted into the long hole, and the nut gradually becomes a long hole by screwing the bolt. The main deformed reinforcing bar and the loop deformed reinforcing bar are configured to be bundled in an orthogonal state, and the bent portion at the top of the shackle main body is formed. Twist the lower part of the shackle body in the direction perpendicular to the shaft to make a modified twist shackle. The tip of the shackle body divided into two directions is formed in the rod-shaped steel material extension, and one of the rod-shaped steel material extensions has a bolt insertion hole. Forming a long hole in the other, A tapered nut is fitted into the long hole, and the nut is gradually fitted into the long hole by screwing the bolt, so that the rod-shaped steel bar extension is in close proximity, and the main deformed bar and the loop deformed bar are in an orthogonal state. Provided is a deformed reinforcing bar orthogonal binding device characterized by being configured to be bound.

本考案の異形鉄筋直交結束装置の第1の実施例では、結束用棒状鋼材の先端屈曲部がU時状に屈曲され、該先端屈曲部に対して直交方向に中間屈曲部を形成し、2方向に分かれた結束用棒状鋼材の後端部を棒状鋼材延長部に形成し、該棒状鋼材延長部の一方にボルト挿入孔を形成し、他方に長孔を形成し、該長孔にテーパー付ナットを嵌着し、ボルトの螺合により次第にナットが長孔に嵌まって棒状鋼材延長部間が近接するように構成されているので、主異形鉄筋とループ異形鉄筋とが直交状態に結束され、しかも異形鉄筋の直径がD22、D19、D16と変わっても問題なく結束できる構造になっている。  In the first embodiment of the deformed reinforcing bar orthogonal binding device of the present invention, the bending end of the binding bar-shaped steel material is bent in a U-shape, and an intermediate bending portion is formed in a direction orthogonal to the bending end of the tip. The rear end of the binding bar-shaped steel material divided in the direction is formed in a bar-shaped steel material extension, a bolt insertion hole is formed in one of the bar-shaped steel material extension, a long hole is formed in the other, and the long hole is tapered Since the nut is fitted and the nut is gradually fitted into the long hole by screwing the bolt and the bar-shaped steel material extension is close to the main deformed bar and the loop deformed bar are tied in an orthogonal state. Moreover, even if the diameter of the deformed reinforcing bar is changed to D22, D19, D16, it can be bound without any problem.

本考案の異形鉄筋直交結束装置の第2の実施例では、シャックル本体部の頂部屈曲部と直交する方向にシャックル本体部の下方を捩って改造ツイストシャックルとし、2方向に分かれたシャックル本体部の先端を棒状鋼材延長部に形成し、該棒状鋼材延長部の一方にボルト挿入孔を形成し、他方に長孔を形成し、該長孔にテーパー付ナットを嵌着し、ボルトの螺合により次第にナットが長孔に嵌まって棒状鋼材延長部間が近接するように構成されているので、主異形鉄筋とループ異形鉄筋とが直交状態に結束され、しかも異形鉄筋の直径がD22、D19、D16と変わっても問題なく結束できる構造になっている。    In the second embodiment of the deformed reinforcing bar orthogonal bundling device of the present invention, the lower part of the shackle body part is twisted in the direction perpendicular to the top bent part of the shackle body part to make a modified twist shackle, and the shackle body part divided in two directions The tip of the rod-shaped steel material extension is formed, a bolt insertion hole is formed in one of the rod-shaped steel material extension, a long hole is formed in the other, a tapered nut is fitted into the long hole, and the bolt is screwed Thus, the nut is gradually fitted into the elongated hole so that the rod-shaped steel material extension portions are close to each other, so that the main deformed reinforcing bar and the loop deformed reinforcing bar are bound in an orthogonal state, and the diameter of the deformed reinforcing bar is D22, D19. Even if it changes from D16, it has a structure that can be bound without any problems.

本考案の異形鉄筋直交結束装置の一例を示す斜視図である。  It is a perspective view which shows an example of the deformed reinforcing bar orthogonal binding apparatus of this invention. 改造ツイストシャックルの斜視図である。  It is a perspective view of a modified twist shackle. 改造ツイストシャックルを用いる異形鉄筋直交結束装置の斜視図である。  It is a perspective view of a deformed reinforcing bar orthogonal binding device using a modified twist shackle. 棒状鋼材延長部に嵌着するテーパー付ナットがボルトで締め付けられる部分断面図である。  It is a fragmentary sectional view by which the nut with a taper fitted to a rod-shaped steel material extension part is fastened with a volt | bolt. 棒状鋼材延長部に嵌着するテーパー付ナットがボルトで締め付けられる部分断面図である。  It is a fragmentary sectional view by which the nut with a taper fitted to a rod-shaped steel material extension part is fastened with a volt | bolt. 改造ツイストシャックルを用いる異形鉄筋直交結束装置の斜視図である。  It is a perspective view of a deformed reinforcing bar orthogonal binding device using a modified twist shackle.

以下、図面に示す実施例に基づき、本考案の異形鉄筋直交結束装置いついて、具体的に説明する。図面に於いて、図1は本発明の異形鉄筋直交結束装置の一例を示す斜視図である。図2は改造ツイストシャックルの斜視図である。図3は改造ツイストシャックルを用いる異形鉄筋直交結束装置の斜視図である。図4及び図5は、棒状鋼材延長部に嵌着するテーパー付ナットがボルトで締め付けられる部分断面図である。図6は改造ツイストシャックルを用いる異形鉄筋直交結束装置の他の実施例を示す斜視図である。  Hereinafter, based on the embodiment shown in the drawings, the deformed reinforcing bar orthogonal binding device of the present invention will be specifically described. In the drawings, FIG. 1 is a perspective view showing an example of a deformed reinforcing bar orthogonal binding device of the present invention. FIG. 2 is a perspective view of a modified twist shackle. FIG. 3 is a perspective view of a deformed reinforcing bar orthogonal binding device using a modified twist shackle. FIG.4 and FIG.5 is a fragmentary sectional view by which the nut with a taper fitted to a rod-shaped steel material extension part is fastened with a volt | bolt. FIG. 6 is a perspective view showing another embodiment of the deformed reinforcing bar orthogonal binding device using a modified twist shackle.

図1に示す本考案の異形鉄筋直交結束装置の第1の実施例では、結束用棒状鋼材3の先端屈曲部31がU字状に屈曲され、該先端屈曲部31に対して直交方向に中間屈曲部32を形成し、2方向に分かれた結束用棒状鋼材3の後端部を棒状鋼材延長部33に形成することも可能であるから、該棒状鋼材延長部33にボルト挿入孔34を形成した簡単な構造となり、他方の棒状鋼材延長部33に長孔35を形成し、該長孔35に図4に示すテーパー付ナット8を取付けてボルトを締付ける簡単操作により、更に異形鉄筋の直径がD22、D19、D16と変わってもボルト4の取付けによって容易に対応することができる。  In the first embodiment of the deformed reinforcing bar orthogonal binding device of the present invention shown in FIG. 1, the bending end 31 of the binding bar-like steel material 3 is bent in a U shape, and is intermediate in the orthogonal direction with respect to the bending end 31. It is also possible to form the bent portion 32 and form the rear end portion of the binding rod-shaped steel material 3 divided in two directions in the rod-shaped steel material extension portion 33. Therefore, the bolt insertion hole 34 is formed in the rod-shaped steel material extension portion 33. By forming the elongated hole 35 in the other rod-shaped steel material extension 33 and attaching the tapered nut 8 shown in FIG. 4 to the elongated hole 35 and tightening the bolt, the diameter of the deformed reinforcing bar can be further reduced. Even if it changes from D22, D19, and D16, it can respond easily by attachment of the volt | bolt 4. FIG.

図2乃至図3に示す本発明の異形鉄筋直交結束装置の第2の実施例では、シャックル本体部51、52の頂部屈曲部55と直交する方向にシャックル本体部51、52の下方を捩って改造ツイストシャックル5とし、2方向に分かれたシャックル本体部51,52の先端を棒状鋼材延長部53,54に形成することも可能であるから、該棒状鋼材延長部53に長孔59を形成し,該長孔59に図4に示すテーパー付ナット8を挿入し、棒状鋼材延長部54にボルト挿入孔58を形成しておけば、ボルト56を締め付けて順次異形鉄筋の直径がD22、D19、D16と変わっても挿通されたボルト56のボルト六角頭部57をレンチで締付ければ問題なく異形鉄筋を直交結束することができる構造になっている。  In the second embodiment of the deformed reinforcing bar orthogonal bundling device of the present invention shown in FIGS. 2 to 3, the lower part of the shackle body 51, 52 is twisted in the direction orthogonal to the top bent part 55 of the shackle body 51, 52. Thus, it is possible to form the modified twist shackle 5 and to form the ends of the shackle main body portions 51 and 52 divided in two directions in the rod-shaped steel material extension portions 53 and 54, so that a long hole 59 is formed in the rod-shaped steel material extension portion 53. If the tapered nut 8 shown in FIG. 4 is inserted into the long hole 59 and the bolt insertion hole 58 is formed in the rod-like steel material extension 54, the bolt 56 is tightened to successively change the diameter of the deformed reinforcing bar to D22, D19. Even if it changes from D16, if the bolt hexagonal head 57 of the inserted bolt 56 is tightened with a wrench, the deformed reinforcing bars can be bound orthogonally without any problem.

図4に示すテーパー付ナット8はナットの両側面がテーパー付きであり、図5に示すテーパー付ナット81は片側面がテーパー付きであるが、両側面テーパー付、片側面テーパー付、又は通常のナットでも使用することができる。  The tapered nut 8 shown in FIG. 4 has a taper on both sides of the nut, and the tapered nut 81 shown in FIG. 5 has a taper on one side. Nuts can also be used.

図5に示す本考案の異形鉄筋直交結束装置の第3の実施例では、シャックル本体部51、52の頂部屈曲部55と直交する方向にシャックル本体部51、52の下方を捩って改造ツイストシャックル5とし、図示するように主異形鉄筋1とループ異形鉄筋2とを直交するように挿通させ、2方向に分かれたシャックル本体部51,52の先端に異形鉄筋対応座金7を嵌め、更に先端部のネジ部6にナット61を螺着して、図示するよう該ナット61を締め付ける。  In the third embodiment of the deformed reinforcing bar orthogonal bundling device of the present invention shown in FIG. 5, the modified twist is obtained by twisting the lower part of the shackle body 51, 52 in the direction perpendicular to the top bent part 55 of the shackle body 51, 52. As shown in the figure, the main deformed reinforcing bar 1 and the loop deformed reinforcing bar 2 are inserted so as to be orthogonal to each other, and the deformed reinforcing bar corresponding washer 7 is fitted to the tips of the shackle body parts 51 and 52 divided in two directions. A nut 61 is screwed onto the threaded portion 6 of the portion, and the nut 61 is tightened as shown.

1 主異形鉄筋
2 ループ異形鉄筋
3 結束用棒状鋼材
31 先端屈曲部
32 中間屈曲部
33 棒状鋼材延長部
34 ボルト挿入孔
35 長孔
4 ボルト
5 改造ツイストシャックル
51 シャックル本体部
52 シャックル本体部
53 棒状鋼材延長部
54 棒状鋼材延長部
55 頂部屈曲部
56 ボルト
57 ボルト六角頭部
58 ボルト挿入孔
59 長孔
6 ネジ部
61 ナット
7 異形鉄筋対応座金
8 テーパー付ナット
81 テーパー付ナット
9 ボルト
91 ボルト六角頭部
DESCRIPTION OF SYMBOLS 1 Main deformed rebar 2 Loop deformed rebar 3 Bending steel rod 31 Bending tip 32 Intermediate bending portion 33 Bar-like steel material extension 34 Bolt insertion hole 35 Long hole 4 Bolt 5 Modified twist shackle 51 Shackle body 52 Shackle body 53 Rod steel Extension part 54 Bar-like steel material extension part 55 Bend part 56 Bolt 57 Bolt hexagon head 58 Bolt insertion hole 59 Long hole 6 Screw part 61 Nut 7 Washer for deformed reinforcing bar 8 Nut with taper 81 Nut with taper 9 Bolt 91 Bolt hexagonal head

Claims (4)

結束用棒状鋼材の先端屈曲部がU字状に屈曲され、該先端屈曲部に対して直交方向に中間屈曲部を形成し、2方向に分かれた結束用棒状鋼材の後端部を棒状鋼材延長部に形成した該結束用棒状鋼材又はシャックル本体部の頂部屈曲部と直交する方向にシャックル本体部の下方を捩加工した改造ツイストシャックルによって、主異形鉄筋とループ異形鉄筋とが直交状態に結束されるように構成したことを特徴とする異形鉄筋直交結束装置。  The bending end of the binding rod-shaped steel material is bent in a U-shape, and an intermediate bending portion is formed in a direction orthogonal to the bending end of the tip, and the rear end portion of the binding rod-shaped steel material divided into two directions is extended to the rod-shaped steel material. The main deformed rebar and the loop deformed rebar are bundled in an orthogonal state by a modified twist shackle that is formed by twisting the lower part of the shackle body in a direction perpendicular to the top bent portion of the shackle body formed on the bar. A deformed reinforcing bar orthogonal bundling device characterized by being configured as described above. 結束用棒状鋼材の先端屈曲部がU字状に屈曲され、該先端屈曲部に対して直交方向に中間屈曲部を形成し、2方向に分かれた結束用棒状鋼材の後端部を棒状鋼材延長部に形成し、該棒状鋼材延長部の一方にボルト挿入孔を形成し、他方に長孔を形成し、該長孔にテーパー付ナットを嵌着し、ボルトの螺合により次第にナットが長孔に嵌まって棒状鋼材延長部間が近接するように構成され、主異形鉄筋とループ異形鉄筋とが直交状態に結束されるように構成したことを特徴とする請求項1記載の異形鉄筋直交結束装置。  The bending end of the binding rod-shaped steel material is bent in a U-shape, and an intermediate bending portion is formed in a direction orthogonal to the bending end of the tip, and the rear end portion of the binding rod-shaped steel material divided into two directions is extended to the rod-shaped steel material. A bolt insertion hole is formed in one of the rod-shaped steel material extensions, a long hole is formed in the other, a tapered nut is fitted into the long hole, and the nut gradually becomes a long hole by screwing the bolt. 2. The deformed reinforcing bar orthogonal binding according to claim 1, wherein the main deforming reinforcing bar and the loop deforming reinforcing bar are bound in an orthogonal state. apparatus. シャックル本体部の頂部屈曲部と直交する方向にシャックル本体部の下方を捩り加工して改造ツイストシャックルとし、2方向に分かれたシャックル本体部の先端を棒状鋼材延長部に形成し、該棒状鋼材延長部の一方にボルト挿入孔を形成し、他方に長孔を形成し、該長孔にテーパー付ナットを嵌着し、ボルトの螺合により次第にナットが長孔に嵌まって棒状鋼材延長部間が近接するように構成され、主異形鉄筋とループ異形鉄筋とが直交状態に結束されるように構成したことを特徴とする請求項1記載の異形鉄筋直交結束装置。  The lower part of the shackle body is twisted in the direction perpendicular to the top bent part of the shackle body to make a modified twist shackle, and the tip of the shackle body divided in two directions is formed into a rod-shaped steel extension, and the rod-shaped steel extension A bolt insertion hole is formed in one of the parts, a long hole is formed in the other, a tapered nut is fitted into the long hole, and the nut is gradually fitted into the long hole by screwing of the bolt. 2. The deformed reinforcing bar orthogonal bundling device according to claim 1, wherein the main deforming reinforcing bar and the loop deformed reinforcing bar are bound in an orthogonal state. シャックル本体部の頂部屈曲部と直交する方向にシャックル本体部の下方を捩り加工して改造ツイストシャックル5とし、主異形鉄筋とループ異形鉄筋とを直交するように挿通させ、2方向に分かれたシャックル本体部の先端に異形鉄筋対応座金を嵌め、更に先端部のネジ部にナットを螺着して該ナット61を締め付け、主異形鉄筋とループ異形鉄筋とが直交状態に結束されるように構成したことを特徴とする請求項1記載の異形鉄筋直交結束装置。  Twist the lower part of the shackle body in the direction perpendicular to the top bent part of the shackle body to make a modified twist shackle 5, and insert the main deformed bar and the loop deformed bar so as to be orthogonal to each other. A deformed reinforcing bar-corresponding washer is fitted to the tip of the main body, and a nut 61 is screwed onto the threaded portion of the tip, and the nut 61 is tightened, so that the main deformed reinforcing bar and the loop deformed reinforcing bar are bound in an orthogonal state. The deformed reinforcing bar orthogonal binding device according to claim 1.
JP2009007565U 2009-10-01 2009-10-01 Deformed bar orthogonal bundling device Expired - Fee Related JP3156293U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009007565U JP3156293U (en) 2009-10-01 2009-10-01 Deformed bar orthogonal bundling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009007565U JP3156293U (en) 2009-10-01 2009-10-01 Deformed bar orthogonal bundling device

Publications (1)

Publication Number Publication Date
JP3156293U true JP3156293U (en) 2009-12-24

Family

ID=54874450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009007565U Expired - Fee Related JP3156293U (en) 2009-10-01 2009-10-01 Deformed bar orthogonal bundling device

Country Status (1)

Country Link
JP (1) JP3156293U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014167246A (en) * 2013-02-01 2014-09-11 Zen Giken Kk Reinforcement binding tool
WO2021210309A1 (en) * 2020-04-16 2021-10-21 株式会社サンエーテック Reinforcement fixture
CN115233884A (en) * 2022-09-05 2022-10-25 绍兴三雄钢结构有限公司 Assembled steel bar truss floor board
JP7462485B2 (en) 2020-06-23 2024-04-05 岡部株式会社 Reinforced concrete fastening fittings

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014167246A (en) * 2013-02-01 2014-09-11 Zen Giken Kk Reinforcement binding tool
WO2021210309A1 (en) * 2020-04-16 2021-10-21 株式会社サンエーテック Reinforcement fixture
JP7462485B2 (en) 2020-06-23 2024-04-05 岡部株式会社 Reinforced concrete fastening fittings
CN115233884A (en) * 2022-09-05 2022-10-25 绍兴三雄钢结构有限公司 Assembled steel bar truss floor board

Similar Documents

Publication Publication Date Title
JP3156293U (en) Deformed bar orthogonal bundling device
JP2009022101A (en) Boltless spacer for transmission line
JP3200075U (en) Rebar fixing bracket and fixing structure
JP3156482U (en) Deformed bar cross-bundling device
CN207155652U (en) A kind of chain type universal wrench
CN207442395U (en) A kind of strain clamp
JP6224336B2 (en) Rebar tie
JP2007225039A (en) Connector
JP2009286415A (en) Banding device
US10975900B1 (en) Apparatus and method for bracing a load
JP4886217B2 (en) Wiring / piping material support, wiring / piping material support, and connecting bracket for connecting the support.
KR100964472B1 (en) Wire for flexible driver
CN202308360U (en) Pre-twisting type T-type continuing strip
NO125013B (en)
JP2008002161A (en) Fastener for crossing of reinforcements for heavy load
JP5248940B2 (en) Twist prevention structure of arch member in greenhouse structure
JP2007291668A (en) Reinforcement intersection fastener for heavy load
CN105881423B (en) V-type simulating tool hand
CN201808033U (en) Tool for screwing bolt of porcelain bottle
CN203125391U (en) Hexagon socket wrench
JP3220428U (en) Rebar fixing bracket and fixing structure
JP2007231626A (en) Supporting fitting for reinforcing bar, supporting method, and assembly method for reinforcing bar
CN201835443U (en) Steel reinforcement connection sleeve
JP2010059615A (en) Fitting for connecting reinforcement
KR200274316Y1 (en) Wire for binding

Legal Events

Date Code Title Description
R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121202

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees