JP2005232756A - Hooking reinforcement placing sheet - Google Patents

Hooking reinforcement placing sheet Download PDF

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JP2005232756A
JP2005232756A JP2004042051A JP2004042051A JP2005232756A JP 2005232756 A JP2005232756 A JP 2005232756A JP 2004042051 A JP2004042051 A JP 2004042051A JP 2004042051 A JP2004042051 A JP 2004042051A JP 2005232756 A JP2005232756 A JP 2005232756A
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joint
plate
hook
reinforcing bar
reinforcement
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JP3894921B2 (en
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Mitsuhiro Tokuno
光弘 徳野
Fumihiro Saito
文博 齋藤
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Eco Japan Co Ltd
Asahi Engineering Co Ltd Fukuoka
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Eco Japan Co Ltd
Asahi Engineering Co Ltd Fukuoka
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcement placing sheet easy to mount on a first reinforcement hooked on a second reinforcement for maintaining sound reinforcement placing function while effectively solving problems a hook of the first reinforcement is deformed and removed from the second reinforcement resulting from the fall of the reinforcement placing sheet off the first reinforcement due to the movement and the swell of a concrete encircled by the reinforcements. <P>SOLUTION: The reinforcement placing sheet 1 consists of thin sheet materials to be used when the hook 3 at the end of the first reinforcement 2 is hooked on the way of extension of the second reinforcement 4 and placed in engagement therewith. It comprises a first joint sheet 6 at one end, a second joint sheet 7 at the other end, rising from the end of the first joint sheet 6, a first joint hole 8 through which the hook 3 of the first reinforcement 2 is inserted into the first joint sheet 6, and a second joint hole 9 through which a hook ranging end 2a of the first reinforcement 2 is inserted into the second joint sheet 7. The second joint hole 9 has a reinforcement guide port 10 opened at one edge of the second joint sheet 7 and formed ranging to the inner end. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は第一鉄筋の端部をL形に曲成してフックを形成し、該L形フックを第二鉄筋の延在長の途中に引っ掛け係合し組筋する場合に使用する組筋手段に関する。   In the present invention, the end of the first reinforcing bar is bent into an L shape to form a hook, and the braid used when the L hook is hooked and engaged in the middle of the extending length of the second reinforcing bar. It relates to means.

図1A,Bに示すように、第一鉄筋2の端部をL形に曲成してフック3を形成し、該L形フック3を第二鉄筋4の延在長の途中に引っ掛け係合する組筋方法を採る場合、地震力等による大きな荷重が鉄筋コンクリート部材に作用した場合、鉄筋で囲まれた内部コンクリートがはらみ出す力によって上記フック3が直線に復する方向へ伸びを生じて第二鉄筋4から外れてしまい、組筋の機能が損なわれる問題を有している。   As shown in FIGS. 1A and 1B, the end of the first reinforcing bar 2 is bent into an L shape to form a hook 3, and the L shaped hook 3 is hooked and engaged in the middle of the extended length of the second reinforcing bar 4. When the braiding method is used, when a large load due to seismic force or the like is applied to the reinforced concrete member, the hook 3 is stretched in the direction of returning to the straight line due to the force that the inner concrete surrounded by the reinforcing bar protrudes. There is a problem in that the function of the braid is lost due to detachment from the reinforcing bar 4.

特許文献1はこの問題を解消する組筋手段として、図1A,Bに示すように、線材から成る長楕円リング1′を形成し、該長楕円リング1′の一端に上記L形フック3を貫挿すると共に、同リング1′の他端に第一鉄筋2のフック連設端2aを貫挿し、第一鉄筋2を第二鉄筋4に組筋する方法を提供している。
特開2003−253814号公報
In Patent Document 1, as a braiding means for solving this problem, as shown in FIGS. 1A and 1B, a long elliptical ring 1 'made of a wire is formed, and the L-shaped hook 3 is attached to one end of the long elliptical ring 1'. A method of inserting the first reinforcing bar 2 into the second reinforcing bar 4 by inserting the hook continuous end 2 a of the first reinforcing bar 2 into the other end of the ring 1 ′ is provided.
JP 2003-253814 A

然しながら上記長楕円リング1′を使用した組筋構造では、長楕円リング1′の第一鉄筋2のフック連設端2aを挿通する孔部分9′と、フック3を挿通する孔部分8′が互いに連通しているため、長楕円リング1′が第一鉄筋2のフック連設端2a及びフック3に沿って自由に移動してしまう欠点、該移動により第一鉄筋2のフック3の自由端から脱出してしまい組筋機能を損なう問題点を有している。   However, in the braided structure using the long elliptical ring 1 ', a hole portion 9' for inserting the hook continuous end 2a of the first reinforcing bar 2 of the long elliptical ring 1 'and a hole portion 8' for inserting the hook 3 are provided. Since the long oval ring 1 ′ is in communication with each other, the oblong ring 1 ′ moves freely along the hook connecting end 2 a and the hook 3 of the first rebar 2, and the free end of the hook 3 of the first rebar 2 due to the movement. It has the problem that it escapes from it and impairs the braiding function.

この問題を解決するためには、特許文献1に示すように、長楕円リング1′の一端と他端を針金5で第一鉄筋2のフック3及びフック連設端2aに結縛する繁雑な作業を強いられ、更には上記鉄筋で囲まれたコンクリートのはらみ出しにより、針金5が弛緩乃至断線を生じ組筋機能を損なう問題点を生ずる。   In order to solve this problem, as shown in Patent Document 1, one end and the other end of the ellipse ring 1 ′ are complicatedly bound to the hook 3 and the hook connecting end 2 a of the first rebar 2 by the wire 5. When the work is forced and the concrete surrounded by the reinforcing bars protrudes, the wire 5 is loosened or disconnected, and the braiding function is impaired.

又特許文献1はその図3に示すように、一端部に第一鉄筋のフックが貫挿される孔が形成され、他端部に第一鉄筋のフック連設端に掛け止めされるフックを形成した組筋具を示しているが、この例示においても組筋具が第一鉄筋のフックに沿って上方へ移動すると、組筋具のフックが第一鉄筋のフック連設端から外れてしまう上記長楕円リング1′と同じ問題を内在している。   In addition, as shown in FIG. 3, in Patent Document 1, a hole through which the hook of the first reinforcing bar is inserted is formed at one end, and a hook to be hooked to the hook connecting end of the first reinforcing bar is formed at the other end. However, in this example as well, when the braiding tool moves upward along the hook of the first reinforcing bar, the hook of the braiding tool is detached from the hook connecting end of the first reinforcing bar. The same problem as the ellipse ring 1 'is inherent.

本発明は上記問題点を抜本的に解決する組筋板を提供するものである。該組筋板は細幅の板材から成り、その手段として第一継手板と該第一継手板の端部から立ち上げられた第二継手板を有し、上記第一継手板に上記第一鉄筋のフックを貫挿する第一継手孔を形成すると共に、上記第二継手板に上記第一鉄筋の上記フック連設端を貫挿する第二継手孔を形成し、更に該第二継手孔の内端側に第二継手板の一側縁で開放せる鉄筋導入口を連成し、第二継手孔と鉄筋導入口とがL形に連成された組筋板構造にしたものである。   The present invention provides a braided plate that fundamentally solves the above problems. The braiding plate is made of a narrow plate material, and has as its means a first joint plate and a second joint plate raised from the end of the first joint plate, and the first joint plate includes the first joint plate. Forming a first joint hole through which the hook of the reinforcing bar is inserted, and forming a second joint hole through which the hook connecting end of the first reinforcing bar is inserted into the second joint plate; Reinforcing bar introduction port that is opened at one side edge of the second joint plate is coupled to the inner end side of the steel plate, and a braided plate structure in which the second joint hole and the reinforcing bar introduction port are coupled in an L shape. .

上記鉄筋導入口又は上記第二継手孔には鉄筋導入口からの第一鉄筋の脱出を制止する板ばねや突起等の抜け止めを設ける。   The rebar introduction port or the second joint hole is provided with a leaf spring, a protrusion or the like that prevents the first rebar from escaping from the rebar introduction port.

上記組筋板は第一継手板の第一継手孔に第一鉄筋のフックを挿入しつつ、第二継手板の鉄筋導入口に第一鉄筋のフック連設端を一致させて第二継手孔内へ導入することにより、第一鉄筋を第二鉄筋に組筋する作業が容易に行える。   The above-mentioned braiding plate is inserted into the first joint hole of the first joint plate while the hook of the first reinforcing bar is inserted into the first joint hole of the second joint plate, and the hook connecting end of the first reinforcing bar is aligned with the second joint hole. By introducing the first reinforcing bar, the work of braiding the first reinforcing bar to the second reinforcing bar can be easily performed.

第一鉄筋のフックは第一継手孔の内壁に制限され、他方第一鉄筋のフック連設端は第二継手孔の内壁、殊に第二継手孔と鉄筋導入口の連設部に形成された段部内壁により移動が制限され、第一継手孔と第二継手孔と鉄筋導入口の協働により、組筋板の移動による第一鉄筋のフックからの脱落乃至前記鉄筋で囲まれたコンクリートのはらみ出しに起因する第一鉄筋のフックの変形と第二鉄筋から外れる問題点を有効に解消し、組筋機能を健全に維持する。又金属板材の単なる打ち抜き加工にて安価に製造できる。   The hook of the first reinforcing bar is limited to the inner wall of the first joint hole, while the hook connecting end of the first reinforcing bar is formed on the inner wall of the second joint hole, particularly the connecting part of the second joint hole and the reinforcing bar introduction port. The movement is restricted by the inner wall of the stepped part, and the first joint hole, the second joint hole, and the reinforcing bar introduction port cooperate to drop the first reinforcing bar from the hook by the movement of the braided plate or the concrete surrounded by the reinforcing bar. This effectively eliminates the deformation of the hook of the first rebar and the problem of detachment from the second rebar due to the protrusion of the rod, and maintains the braiding function soundly. Further, it can be manufactured at a low cost by simply punching a metal plate.

又上記鉄筋導入口又は上記第二継手孔に設けた抜け止めにより、上記鉄筋導入口からの第一鉄筋の脱出をより有効に防止することができる。   Further, the escape prevention of the first reinforcing bar from the reinforcing bar introduction port can be more effectively prevented by the retaining provided in the reinforcing bar introduction port or the second joint hole.

以下発明に係る組筋板の最良の実施形態を図2乃至図7に基づき説明する。   BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the best embodiment of a braiding plate according to the present invention will be described with reference to FIGS.

この組筋板1は第一鉄筋2の端部をL形に曲成してフック3を形成し、該L形フック3を第二鉄筋4の延在長の途中に引っ掛け係合(上掛け)し組筋する場合に使用される。   The braided plate 1 is formed by hooking an end portion of the first reinforcing bar 2 into an L shape to form a hook 3. ) Used when braiding.

図2,図3に示す組筋板1は金属板から打ち抜いた細幅の板材から成り、該打ち抜き板材をL形又はくの字形に腰曲げ加工して一方の曲げ板にて第一継手板6を形成すると共に、他方の曲げ板にて第二継手板7を形成する。上記腰曲げ角度は90度から135度とする。   The braided plate 1 shown in FIGS. 2 and 3 is formed of a thin plate material punched from a metal plate, and the first joint plate is formed by bending the punched plate material into an L shape or a U shape. 6 and the second joint plate 7 is formed of the other bent plate. The waist bending angle is 90 to 135 degrees.

又はL形チャンネルを細幅に切断して第一、第二継手板6,7を形成し、更に該第一、第二継手板6,7に後記する第一、第二継手孔8,9と鉄筋導入口10を打ち抜き形成し、図2乃至図5に示す板材から成る全体L形の組筋板1を形成する。   Alternatively, the first and second joint plates 6 and 7 are formed by cutting the L-shaped channel into a narrow width, and further, first and second joint holes 8 and 9 described later on the first and second joint plates 6 and 7. The rebar introduction port 10 is formed by punching, and the entire L-shaped braiding plate 1 made of the plate material shown in FIGS. 2 to 5 is formed.

又はT形チャンネルを細幅に切断して第一、第二継手板6,7を形成し、更に該第一、第二継手板6,7に後記する第一、第二継手孔8,9と鉄筋導入口10を打ち抜き形成し、図6に示す板材から成る全体T形の組筋板1を形成する。   Alternatively, the first and second joint plates 6 and 7 are formed by cutting the T-shaped channel into narrow widths, and further, first and second joint holes 8 and 9 described later on the first and second joint plates 6 and 7. The rebar introduction port 10 is punched and formed to form the entire T-shaped braiding plate 1 made of the plate material shown in FIG.

上記T形の組筋板1は上記第一、第二継手板6,7の連結部から上記第二継手板7とは反対方向に延出された抗圧板14を有する。   The T-shaped braiding plate 1 has a pressure plate 14 extending from the connecting portion of the first and second joint plates 6 and 7 in the direction opposite to the second joint plate 7.

又は図7に示すように、細幅の平板材を打ち抜きつつコ形に曲げ加工するか、コ形チャンネルを細幅に切断し、中央板部にて第一継手板6を形成し、該第一継手板6の端部から立ち上げられた板部分にて第二継手板7を形成し、第一継手板6の他端側から立ち上がる板部分にて抗圧板15を形成し、全体としてコ形の板材から成る組筋板1を形成する。上記抗圧板15と第一継手板6とは互いに同方向に立ち上がり対向している。   Alternatively, as shown in FIG. 7, a flat plate material having a narrow width is punched into a U-shape, or the U-shaped channel is cut into a narrow width, and the first joint plate 6 is formed at the center plate portion. The second joint plate 7 is formed by the plate portion raised from the end portion of the one joint plate 6, and the pressure plate 15 is formed by the plate portion rising from the other end side of the first joint plate 6. A braiding plate 1 made of a shaped plate material is formed. The pressure plate 15 and the first joint plate 6 rise in the same direction and face each other.

何れの例においても組筋板1は第一継手板6と、該第一継手板6の端部から立ち上げられた第二継手板7を有する。   In any example, the braiding plate 1 includes a first joint plate 6 and a second joint plate 7 raised from the end of the first joint plate 6.

上記の通り上記第一継手板6には上記第一鉄筋2のフック3を貫挿する第一継手孔8を形成すると共に、上記第二継手板7に上記第一鉄筋2の上記フック連設端2aを貫挿する第二継手孔9を形成する。   As described above, the first joint plate 6 is formed with the first joint hole 8 through which the hook 3 of the first rebar 2 is inserted, and the hook of the first rebar 2 is connected to the second joint plate 7. A second joint hole 9 is formed through the end 2a.

上記第一継手孔8は第一鉄筋2の直径、従ってフック3の直径よりやや大径の正円孔であり、その内周面にて第一鉄筋2の外周面を規制し、径方向への移動を制限する。   The first joint hole 8 is a circular hole having a diameter slightly larger than the diameter of the first rebar 2, and thus the diameter of the hook 3. The inner peripheral surface of the first joint hole 8 regulates the outer peripheral surface of the first rebar 2 and moves in the radial direction. Restrict movement of

他方第二継手孔9は内端と外端方向に細長い長楕円孔にし、該第二継手孔9の内端に第二継手板7の一側縁で開放せる鉄筋導入口10を連成する。従って第二継手孔9と鉄筋導入口10とはL形に連通せる切欠孔である。   On the other hand, the second joint hole 9 is formed into an oblong hole elongated in the direction of the inner end and the outer end, and a reinforcing bar introduction port 10 that is opened at one side edge of the second joint plate 7 is coupled to the inner end of the second joint hole 9. . Therefore, the second joint hole 9 and the reinforcing bar introduction port 10 are notched holes that can communicate with each other in an L shape.

次に図2,図6,図7に示す組筋板1の装着作業について説明し、構成をより明らかにする。   Next, the installation work of the braiding plate 1 shown in FIGS. 2, 6, and 7 will be described to clarify the configuration.

上記組筋板1は図2A,図3Aに示すように、第一継手板6の第一継手孔8に上記フック3の自由端を挿入し、次に図2B,図3Bに示すように、組筋板1をフック3へ沿って上方へ移動し、第二継手板7に設けた鉄筋導入口10を第一鉄筋2のフック連設端2aとを一致せしめる。   As shown in FIGS. 2A and 3A, the braiding plate 1 inserts the free end of the hook 3 into the first joint hole 8 of the first joint plate 6, and then, as shown in FIGS. 2B and 3B, The braiding plate 1 is moved upward along the hook 3, and the reinforcing bar introduction port 10 provided in the second joint plate 7 is aligned with the hook connecting end 2 a of the first reinforcing bar 2.

次に図2C,図3Cに示すように、第一継手板6の側方から第一鉄筋2のフック連設端2aを鉄筋導入口10を経由して第二継手孔9の内端へ導入する。   Next, as shown in FIGS. 2C and 3C, the hook connecting end 2 a of the first rebar 2 is introduced from the side of the first joint plate 6 to the inner end of the second joint hole 9 via the rebar introduction port 10. To do.

次に図2D,図3Dに示すように、組筋板1を把持している手を離すと、組筋板1全体がフック3に沿い自重にて僅かに下降し、第一鉄筋2のフック連設端2aが第二継手孔9の上端に当接する。よって第二鉄筋4に対する第一鉄筋2の組筋を完了する。   Next, as shown in FIGS. 2D and 3D, when the hand holding the braiding plate 1 is released, the entire braiding plate 1 is slightly lowered by its own weight along the hook 3, and the hook of the first reinforcing bar 2 The continuous end 2 a contacts the upper end of the second joint hole 9. Therefore, the braiding of the first reinforcing bar 2 with respect to the second reinforcing bar 4 is completed.

上記フック3は第一継手孔8の内周壁により径方向への移動が制限され、又フック連設端2aは第二継手孔9の内周壁により上下の移動が制限され、両者が協働して組筋板1の脱落や偏り動等を有効に防止する。   The hook 3 is restricted from moving in the radial direction by the inner peripheral wall of the first joint hole 8, and the hook connecting end 2 a is restricted from moving up and down by the inner peripheral wall of the second joint hole 9. This effectively prevents the braiding muscle plate 1 from falling off or deflecting.

上記鉄筋導入口10又は上記第二継手孔9には鉄筋導入口10からの第一鉄筋2の脱出を制止する板ばねや突起等の抜け止め11を設けることができる。   The rebar introduction port 10 or the second joint hole 9 can be provided with a leaf spring 11 or a retaining member 11 such as a protrusion that prevents the first rebar 2 from escaping from the rebar introduction port 10.

図4は上記抜け止め11として第二継手孔9の内端側の内壁に突起12を設ける。該突起12は第二継手孔9の内端側の対向する内壁に対向して一対設ける。又は一方の内壁にのみ同突起12を設ける。   In FIG. 4, a protrusion 12 is provided on the inner wall on the inner end side of the second joint hole 9 as the retaining member 11. A pair of projections 12 are provided to face the opposing inner walls on the inner end side of the second joint hole 9. Alternatively, the projection 12 is provided only on one inner wall.

上記第一鉄筋2のフック連設端2aは上記突起12を強制的に乗り越えて第二継手孔9の上端に導入される。   The hook continuous end 2 a of the first rebar 2 is forced over the protrusion 12 and introduced into the upper end of the second joint hole 9.

又図5に示すように、上記抜け止め11として鉄筋導入口10の入口に導入口内奥へ向け弾性変位可能な板ばね又は線材ばねから成るばね13を設ける。例えば板ばね又は線材ばねを導入口10が開放せる第二継手板7の一側縁に取り付け、該取り付け部から導入口10の入口へ向け延出する。   As shown in FIG. 5, a spring 13 made of a leaf spring or a wire rod spring that can be elastically displaced toward the inside of the introduction port is provided at the entrance of the reinforcing bar introduction port 10 as the retaining member 11. For example, a leaf spring or a wire spring is attached to one side edge of the second joint plate 7 that the introduction port 10 opens, and extends from the attachment portion toward the inlet of the introduction port 10.

第一鉄筋2のフック連設端2aは上記ばね13を鉄筋導入口10の内方へ弾性変位させながら導入口10内へ導入され、同連設端2aが導入口10の最奥部、即ち第二継手孔9の下端まで導入された時、同連設端2aがばね13から外れ、ばね13は自復し、導入口10を介しての同連設端2aからの不用意な脱出を制止する。   The hook connecting end 2a of the first reinforcing bar 2 is introduced into the introducing port 10 while elastically displacing the spring 13 inwardly of the reinforcing bar introducing port 10, and the connecting end 2a is the innermost portion of the introducing port 10, that is, the innermost part. When the second joint hole 9 is introduced to the lower end, the connecting end 2a is disengaged from the spring 13, and the spring 13 is self-recovered to prevent inadvertent escape from the connecting end 2a through the introduction port 10. Stop.

上記組筋板1は第一鉄筋2のフック3とフック連設端2aへの装着作業が容易で迅速に装着できる。   The braiding plate 1 can be easily and quickly attached to the hook 3 of the first reinforcing bar 2 and the hook connecting end 2a.

又第一鉄筋2のフック3は第一継手孔8の内壁に制限され、他方第一鉄筋2のフック連設端2aは第二継手孔9の内壁、殊に第二継手孔9の内端壁9aと外端壁、即ち第二継手孔9と鉄筋導入口10の連設部に形成された段部内壁と、これとは反対側の内壁と、内外端の内壁に連続する左右内壁により移動が制限され、第一継手孔8と第二継手孔9と鉄筋導入口10の協働により、組筋板1が不必要に移動してフック3より脱落する問題点を有効に解消し、組筋機能を遺憾なく発揮せしめる。   The hook 3 of the first rebar 2 is limited to the inner wall of the first joint hole 8, while the hook connecting end 2 a of the first rebar 2 is the inner wall of the second joint hole 9, particularly the inner end of the second joint hole 9. The wall 9a and the outer end wall, that is, the inner wall of the step portion formed in the connecting portion of the second joint hole 9 and the reinforcing bar introduction port 10, the inner wall on the opposite side, and the left and right inner walls continuous to the inner wall of the inner and outer ends The movement is limited, and by the cooperation of the first joint hole 8, the second joint hole 9, and the reinforcing bar introduction port 10, the problem that the braiding plate 1 moves unnecessarily and falls off the hook 3 is effectively eliminated. Make the braid function work without regret.

又組筋板1の板構造と第一、第二継手孔8,9と鉄筋導入口10の協働により、組筋板1の移動による第一鉄筋2のフックからの脱落が有効に防止され、更には上記組筋板1による拘束により鉄筋で囲まれたコンクリートのはらみ出しに起因する第一鉄筋2のフック3の変形と第二鉄筋4から外れる問題点を有効に解消し、組筋機能を健全に維持する。   Further, the plate structure of the braiding plate 1 and the cooperation of the first and second joint holes 8 and 9 and the reinforcing bar introduction port 10 effectively prevent the first reinforcing bar 2 from coming off the hook due to the movement of the braiding plate 1. In addition, it effectively eliminates the deformation of the hook 3 of the first rebar 2 and the problem of coming off from the second rebar 4 due to the protrusion of the concrete surrounded by the rebar by the restraint by the braiding plate 1 Keep it healthy.

又上記鉄筋導入口10又は上記第二継手孔9に設けた抜け止め11により、上記鉄筋導入口10からの第一鉄筋2の脱出をより有効に防止することができる。   Further, the retaining rod 11 provided in the reinforcing bar inlet 10 or the second joint hole 9 can more effectively prevent the first reinforcing bar 2 from escaping from the reinforcing bar inlet 10.

Aは従来の組筋に使用する長楕円リングを装着完了前の状態を以って示す斜視図、Bは同装着後の状態を以って示す斜視図。A is a perspective view showing the state of the elliptical ring used for the conventional braid before the completion of attachment, and B is a perspective view showing the state after the attachment. A乃至Dは本発明に係るL形組筋板の装着工程を装着順に示す斜視図。FIGS. 4A to 4D are perspective views showing the mounting process of the L-shaped braiding plate according to the present invention in order of mounting. A乃至Dは本発明に係る組筋板の装着工程を装着順に示す正面図。A thru | or D is a front view which shows the mounting process of the braiding plate concerning this invention in order of mounting. 抜け止めの一具体例を示す組筋板の正面図。The front view of the braiding plate which shows one specific example of retaining. 抜け止めの他の具体例を示す組筋板の正面図。The front view of the braiding plate which shows the other specific example of retaining. T形組筋板を、第一鉄筋への装着状態を以って示す斜視図。The perspective view which shows a T form braiding board with the mounting state to a 1st reinforcing bar. コ形組筋板を、第一鉄筋への装着状態を以って示す斜視図。The perspective view which shows a U-shaped braiding board with the mounting state to a 1st reinforcing bar.

符号の説明Explanation of symbols

1…組筋板、2…第一鉄筋、2a…フック連設端、3…フック、4…第二鉄筋、6…第一継手板、7…第二継手板、8…第一継手孔、9…第二継手孔、9a…第二継手孔の内端壁、10…鉄筋導入口、11…抜け止め、12…突起、13…ばね、14…抗圧板、15…抗圧板   DESCRIPTION OF SYMBOLS 1 ... Braiding plate, 2 ... 1st reinforcing bar, 2a ... Hook connection end, 3 ... Hook, 4 ... 2nd reinforcing bar, 6 ... 1st joint plate, 7 ... 2nd joint plate, 8 ... 1st joint hole, DESCRIPTION OF SYMBOLS 9 ... Second joint hole, 9a ... Inner end wall of second joint hole, 10 ... Reinforcing bar introduction port, 11 ... Retaining stopper, 12 ... Projection, 13 ... Spring, 14 ... Pressure plate, 15 ... Pressure plate

Claims (2)

第一鉄筋の端部をL形に曲成してフックを形成し、該L形フックを第二鉄筋の延在長の途中に引っ掛け係合し組筋する場合に使用する細幅の板材から成る組筋板であって、第一継手板と該第一継手板の端部から立ち上げられた第二継手板を有し、上記第一継手板に上記第一鉄筋のフックを貫挿する第一継手孔を有すると共に、上記第二継手板に上記第一鉄筋の上記フック連設端を貫挿する第二継手孔を有し、該第二継手孔の内端側に第二継手板の一側縁で開放せる鉄筋導入口を連成したことを特徴とするフック掛け鉄筋の組筋板。 From the narrow plate material used when the end of the first reinforcing bar is bent into an L shape to form a hook, and the L hook is hooked and engaged in the middle of the extended length of the second reinforcing bar. A braided plate comprising a first joint plate and a second joint plate raised from an end of the first joint plate, and the hook of the first rebar is inserted through the first joint plate The second joint plate has a second joint hole through which the hook connecting end of the first rebar is inserted, and a second joint plate on the inner end side of the second joint hole. A hooked reinforcing bar braided plate, which has a reinforcing bar opening that is open at one side edge. 上記鉄筋導入口又は上記第二継手孔に鉄筋導入口からの第一鉄筋の脱出を制止する抜け止めを設けたことを特徴とする請求項1記載のフック掛け鉄筋の組筋板。 The hooked reinforcing bar braiding plate according to claim 1, wherein a stopper for preventing the first reinforcing bar from escaping from the reinforcing bar introduction port is provided in the reinforcing bar introduction port or the second joint hole.
JP2004042051A 2004-02-18 2004-02-18 Hook rebar braiding panel Expired - Fee Related JP3894921B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011246987A (en) * 2010-05-27 2011-12-08 Ever-Shoukai Co Ltd Hanger of safety net for construction work and support structure of hanger

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011246987A (en) * 2010-05-27 2011-12-08 Ever-Shoukai Co Ltd Hanger of safety net for construction work and support structure of hanger

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