JP2010106564A - Reinforcement with anchorage part, reinforcement element with anchorage part and anchor bolt - Google Patents

Reinforcement with anchorage part, reinforcement element with anchorage part and anchor bolt Download PDF

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JP2010106564A
JP2010106564A JP2008280039A JP2008280039A JP2010106564A JP 2010106564 A JP2010106564 A JP 2010106564A JP 2008280039 A JP2008280039 A JP 2008280039A JP 2008280039 A JP2008280039 A JP 2008280039A JP 2010106564 A JP2010106564 A JP 2010106564A
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reinforcing bar
fixing
main body
reinforcement
fixing portion
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JP4866894B2 (en
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Tomoyasu Kato
友康 加藤
Koichiro Kodera
耕一朗 小寺
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Kyoei Steel Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcement with an anchorage part, a reinforcement element with an anchorage part and an anchor bolt capable of decreasing bending stress applied on a reinforcement body while reducing manufacturing cost and saving labor in work process. <P>SOLUTION: On the reinforcement body 2 close to the anchorage part 3, a recess 5 depressing inwardly from a circumferential face 2a of the reinforcement body 2 is formed. Into the recess 5, another reinforcement 8 crossing the reinforcement body 2 is brought to be entered and engaged. Accordingly, an eccentric distance (e), which is a distance between an axis L of the reinforcement body 2 and an axis L<SB>8</SB>of the another reinforcement 8 can be shortened. Therefore, an additional bending M applied to the reinforcement body 2 is reduced, so that the bending stress applied to the reinforcement body 2 can be reduced. Also, since a flat-plate portion 4 of the anchorage part 3 is bent and formed integrally with the reinforcement body 2, the cost and the labor in the work process can be reduced. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、定着部付き鉄筋、定着部付き鉄筋用素材、及び、アンカーボルトに関する。   The present invention relates to a reinforcing bar with a fixing unit, a material for a reinforcing bar with a fixing unit, and an anchor bolt.

従来、RC構造、SRC構造の柱や梁などにおける主筋の機械式定着工法として、ネジ鉄筋では定着金物、異型鉄筋では摩擦接合型などが実用化されている。また、これらは、土木分野においては、せん断補強筋としても活用されている。   Conventionally, as a mechanical fixing method for main bars in columns and beams of RC structures and SRC structures, fixed metal fittings are used for screw reinforcing bars, and friction joint types are used for deformed reinforcing bars. These are also used as shear reinforcement in the civil engineering field.

従来のネジ鉄筋における機械式定着工法では、定着部として鋳鋼製の金物が必要であり、従来の異型鉄筋における機械式定着工法では、定着部であるプレートと鉄筋本体との摩擦接合が必要であるため、低コスト化及び作業工程の省力化が求められていた。   The conventional mechanical fixing method for threaded reinforcing bars requires cast steel hardware as the fixing part, and the conventional mechanical fixing method for deformed reinforcing bars requires frictional bonding between the fixing part plate and the main body of the reinforcing bar. Therefore, cost reduction and labor saving of work processes have been demanded.

そこで、定着部となるプレートが、鉄筋本体の端部から一体成形された定着部付き鉄筋が提案されている(例えば、特許文献1参照)。この特許文献1に記載の定着部付き鉄筋では、鉄筋本体の端部に鍛造を行なうことでプレートを形成し、この形成されたプレートに曲げ加工を施すことで、定着部が形成されている。   Therefore, a reinforcing bar with a fixing unit in which a plate serving as a fixing unit is integrally formed from an end of a reinforcing bar main body has been proposed (for example, see Patent Document 1). In the reinforcing bar with fixing portion described in Patent Document 1, a plate is formed by forging the end portion of the reinforcing bar body, and the fixing portion is formed by bending the formed plate.

また、従来、鉄骨柱脚などを、基礎コンクリートに固定する際に利用されるアンカーボルトとして、U字型に成形されたものが知られている(例えば、特許文献2,3参照)。このようなU字型のアンカーボルトは、地下梁主筋と交錯するように配筋されて設置されている。また、U字型のアンカーボルトは、柱脚下端に配置される平板状の柱脚金物(テンプレート)の開口部に挿通されて設定される。そして、この挿通作業を行う際には、U字の開放端の位置を規制する専用の治具を用いて、柱脚金物の開口部に開放端が挿通される。
特開2006−104785号公報 特開平10−25743号公報 特開平10−37204号公報
Conventionally, as an anchor bolt used when fixing a steel column base or the like to foundation concrete, a U-shaped anchor bolt is known (see, for example, Patent Documents 2 and 3). Such U-shaped anchor bolts are arranged and arranged so as to cross the underground beam main bar. Further, the U-shaped anchor bolt is set by being inserted through an opening of a plate-shaped metal column base (template) disposed at the lower end of the column base. When performing this insertion work, the open end is inserted into the opening of the column base metal using a dedicated jig for regulating the position of the U-shaped open end.
JP 2006-104785 A Japanese Patent Laid-Open No. 10-25743 JP-A-10-37204

しかしながら、上記特許文献1に記載の定着部付き鉄筋では、鉄筋本体の径方向の一方側に定着部となる平板を形成し、この平板を鉄筋本体の軸心と反対側に屈曲することで、定着部が形成されているため、定着部に他の鉄筋を引っ掛けた場合に、鉄筋本体に付加曲げが作用し、鉄筋本体に作用する曲げ応力が大きくなるおそれがあった。   However, in the reinforcing bar with fixing portion described in Patent Document 1, a flat plate serving as a fixing portion is formed on one side in the radial direction of the reinforcing bar main body, and this flat plate is bent to the side opposite to the axis of the reinforcing bar main body. Since the fixing portion is formed, when another reinforcing bar is hooked on the fixing portion, additional bending acts on the reinforcing bar main body, which may increase the bending stress acting on the reinforcing bar main body.

また、上記特許文献2,3に記載のU字状のアンカーボルトでは、地下梁主筋と交錯するように配筋されるため、作業が煩雑であるという問題があった。また、柱脚下端に配置される平板の開口部に、U字の開放端部を挿通させる作業に手間がかかるという問題があった。   In addition, the U-shaped anchor bolts described in Patent Documents 2 and 3 have a problem that the work is complicated because the U-shaped anchor bolts are arranged so as to intersect with the underground beam main bars. Further, there is a problem that it takes time to insert the U-shaped open end into the flat plate opening disposed at the lower end of the column base.

本発明は、このような課題を解決するために成されたものであり、低コスト化及び作業工程の省力化を図りつつ、鉄筋本体に作用する曲げ応力を低下させることが可能な定着部付き鉄筋、定着部付き鉄筋用素材、及び、アンカーボルトを提供することを目的とする。   The present invention has been made to solve such a problem, and has a fixing portion capable of reducing bending stress acting on the main body of the reinforcing bar while reducing the cost and saving the work process. An object of the present invention is to provide a reinforcing bar, a reinforcing bar material with a fixing portion, and an anchor bolt.

本発明による定着部付き鉄筋は、鉄筋本体と、平板部を有し鉄筋本体の端部から屈曲形成された定着部と、を備え、定着部は、鉄筋本体の径方向の一方側に配置された平板部が、径方向の他方側に屈曲され、定着部の鉄筋本体際には、鉄筋本体の周面より内側へ窪み鉄筋本体と交差する他の鉄筋と係合可能な凹部が形成されていることを特徴としている。   A reinforcing bar with a fixing part according to the present invention includes a reinforcing bar body and a fixing part that has a flat plate part and is bent from an end of the reinforcing bar body, and the fixing part is arranged on one side in the radial direction of the reinforcing bar body. The flat plate portion is bent to the other side in the radial direction, and a concave portion is formed on the reinforcing bar main body of the fixing portion that is recessed inward from the peripheral surface of the reinforcing bar main body and can be engaged with other reinforcing bars. It is characterized by being.

このような定着部付き鉄筋は、定着部の鉄筋本体際に、鉄筋本体の周面より内側に窪む凹部が形成されているため、この凹部内に、鉄筋本体と交差する他の鉄筋を進入させて係合することができる。これにより、鉄筋本体の軸心と他の鉄筋の軸心との距離である偏心距離を小さくすることができる。そのため、鉄筋本体に作用する付加曲げを低減して、鉄筋本体に作用する曲げ応力を低減させることができる。また、定着部の平板部が、鉄筋本体から一体的に屈曲形成されているため、低コスト化及び作業の省力化を図ることができる。   In such a reinforcing bar with a fixing part, a concave part that is recessed inward from the peripheral surface of the reinforcing bar body is formed on the reinforcing bar main body of the fixing part, so that another reinforcing bar that crosses the reinforcing bar main body enters the concave part. Can be engaged. Thereby, the eccentric distance which is the distance of the axial center of a reinforcing bar main body and the axial center of another reinforcing bar can be made small. For this reason, it is possible to reduce the additional bending acting on the reinforcing bar main body and reduce the bending stress acting on the reinforcing bar main body. In addition, since the flat plate portion of the fixing portion is integrally bent from the reinforcing bar main body, cost reduction and labor saving can be achieved.

ここで、平板部は、異形鉄筋に鍛造を施工することで形成されたものであり、平板部の側部には、異形鉄筋の節が押圧されて形成された複数の凸部が設けられていることが好ましい。これにより、平板部の側部に複数の凸部が形成されているため、引き抜き抵抗を一層向上させることができる。また、異形鉄筋に鍛造を施し、異形鉄筋の節を利用することで、容易に凸部を形成することができる。また、鍛造によって、鉄筋の端部に定着部を加工することで、定着部の強度が鉄筋本体の強度より上昇することを利用して、定着部での破断ではなく鉄筋本体での破断を保証する。   Here, the flat plate portion is formed by forging a deformed reinforcing bar, and a plurality of convex portions formed by pressing the deformed reinforcing bar nodes are provided on the side portion of the flat plate portion. Preferably it is. Thereby, since the some convex part is formed in the side part of a flat plate part, extraction resistance can be improved further. Moreover, a convex part can be easily formed by forging a deformed bar and using the node of a deformed bar. In addition, by processing the fixing part at the end of the reinforcing bar by forging, the strength of the fixing part is higher than the strength of the reinforcing bar body. To do.

また、定着部の外面には、隣接する他の鉄筋本体との間隔を計測可能な位置決め形状が、形成されていることが好ましい。これにより、隣接する他の鉄筋本体との間隔を容易に計測することができるため、目視確認によって配筋管理を行なうことができ、作業の省力化が図られる。   In addition, it is preferable that a positioning shape capable of measuring a distance from another adjacent reinforcing bar main body is formed on the outer surface of the fixing unit. Thereby, since the space | interval with another adjacent reinforcing bar main body can be measured easily, bar arrangement management can be performed by visual confirmation and labor saving is achieved.

また、定着部の外面には、鉄筋本体の軸心の位置を示す位置確認用形状が形成されていることが好ましい。これにより、鉄筋本体の軸心の位置を容易に確認することができるため、目視確認によって配筋管理を行なうことができ、作業の省力化が図られる。   Further, it is preferable that a position confirmation shape indicating the position of the axial center of the reinforcing bar main body is formed on the outer surface of the fixing portion. Thereby, since the position of the axial center of a reinforcing bar main body can be confirmed easily, bar arrangement management can be performed by visual confirmation, and labor saving is achieved.

また、本発明による定着部付き鉄筋用素材は、上記の定着部を加工する前の鉄筋素材であって、周面に、定着部を屈曲形成するための基点を示す屈曲位置確認用形状が形成されていることを特徴としている。   Further, the reinforcing bar-attached reinforcing bar material according to the present invention is a reinforcing bar material before the fixing part is processed, and a bent position confirmation shape indicating a base point for bending the fixing part is formed on the peripheral surface. It is characterized by being.

このような定着部付き鉄筋用素材では、定着部を屈曲形成するための基点の位置を示す屈曲位置確認用形状が周面に設けられているため、折り曲げ基点の位置を容易に確認することができるため、加工作業における省力化を図ることができる。   In such a reinforcing bar-equipped reinforcing bar material, a bent position confirmation shape indicating the position of the base point for bending the fixing portion is provided on the peripheral surface, so that the position of the bending base point can be easily confirmed. Therefore, it is possible to save labor in the machining operation.

また、本発明によるアンカーボルトは、基礎コンクリートに固定されるアンカーボルトにおいて、一方の端部にネジ部が形成された鉄筋本体と、平板部を有し鉄筋本体の他方の端部から屈曲形成された定着部と、を備え、定着部は、鉄筋本体の径方向の一方側に配置された平板部が、径方向の他方側に屈曲され、定着部の鉄筋本体際には、鉄筋本体の周面より内側へ窪み前記鉄筋本体と交差する他の鉄筋と係合可能な凹部が形成されている。   Further, the anchor bolt according to the present invention is an anchor bolt fixed to the foundation concrete, and is formed by bending from a reinforcing bar main body having a threaded portion at one end and a flat plate portion from the other end of the reinforcing bar main body. A fixing portion, and the fixing portion has a flat plate portion arranged on one side in the radial direction of the reinforcing bar body bent to the other side in the radial direction. A recess that is recessed inward from the surface and engageable with another reinforcing bar that intersects with the reinforcing bar main body is formed.

このようなアンカーボルトは、定着部の鉄筋本体際に、鉄筋本体の周面より内側に窪む凹部が形成されているため、この凹部内に、鉄筋本体と交差する他の鉄筋を進入させて係合することができる。これにより、鉄筋本体の軸心と他の鉄筋との軸心との距離である偏心距離を小さくすることができる。そのため、鉄筋本体に作用する付加曲げを低減して、鉄筋本体に作用する曲げ応力を低減させることができる。また、定着部の平板部が、鉄筋本体から一体的に屈曲形成されているため、低コスト化及び作業の省力化を図ることができる。   Such an anchor bolt has a concave portion that is recessed inward from the peripheral surface of the reinforcing bar main body when the reinforcing bar main body of the fixing portion is formed, so that another reinforcing bar that crosses the reinforcing bar main body is allowed to enter the concave portion. Can be engaged. Thereby, the eccentric distance which is the distance of the axial center of a reinforcing bar main body and the axial center of another reinforcing bar can be made small. For this reason, it is possible to reduce the additional bending acting on the reinforcing bar main body and reduce the bending stress acting on the reinforcing bar main body. In addition, since the flat plate portion of the fixing portion is integrally bent from the reinforcing bar main body, cost reduction and labor saving can be achieved.

また、このようなアンカーボルトを、鉄骨柱脚の定着構造に採用する場合には、地下梁主筋に定着部を係合可能とすべく、一対のアンカーボルトを対向して配置する。これにより、従前のように、U字形状のアンカーボルトと地下梁主筋とが交錯するように配筋する必要が無くなるため、配筋を簡素とし、作業の省力化が図られる。また、アンカーボルトを、柱脚金物の開口部に容易に挿通させることができるため、作業の省力化を一層図ることができる。   Further, when such anchor bolts are employed in a steel column base fixing structure, a pair of anchor bolts are arranged to face each other so that the fixing portion can be engaged with the underground beam main bar. As a result, it is not necessary to arrange the U-shaped anchor bolt and the underground beam main bar so as to cross each other as before, so that the bar arrangement is simplified and labor saving is achieved. In addition, since the anchor bolt can be easily inserted through the opening of the column base metal, further labor saving can be achieved.

本発明の定着部付き鉄筋によれば、低コスト化及び作業工程の省力化を図りつつ、鉄筋本体に作用する曲げ応力を低下させることができる。   According to the reinforcing bar with a fixing portion of the present invention, it is possible to reduce the bending stress acting on the reinforcing bar main body while reducing the cost and labor saving of the work process.

以下、添付図面を参照して、本発明の好適な実施形態について詳細に説明する。なお、各図において同一又は相当要素には同一符号を付し、重複する説明は省略する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. In the drawings, the same or corresponding elements are denoted by the same reference numerals, and redundant description is omitted.

図1は、本発明の実施形態に係る定着部付き鉄筋を示す正面図、図2は、定着部の加工手順を説明するための概略図、図3は、定着部付き鉄筋と直交する主筋に引っ掛けられた状態の定着部を示す図である。図1〜図3に示す定着部付き鉄筋1は、例えば、RC構造において、主筋と交差するように配置されるせん断補強筋として利用されるものであり、異形鉄筋から成る鉄筋本体2と、この鉄筋本体の両端部から屈曲形成された定着部3とを備えている。   FIG. 1 is a front view showing a reinforcing bar with a fixing unit according to an embodiment of the present invention, FIG. 2 is a schematic diagram for explaining a processing procedure of the fixing unit, and FIG. 3 is a main reinforcing bar orthogonal to the reinforcing bar with a fixing unit. It is a figure which shows the fixing | fixed part of the state hooked. 1 to 3 is used as a shear reinforcing bar arranged so as to intersect with the main reinforcing bar in an RC structure, for example, and a reinforcing bar main body 2 made of a deformed reinforcing bar, And a fixing portion 3 formed by bending from both ends of the reinforcing bar main body.

鉄筋本体2は、例えば、鉄筋コンクリート用棒鋼を用いて、直線状に形成されている。この鉄筋本体2の周面2aには、軸線方向に延在する凸部である一対のリブ7、および、周方向に延在する凸部である複数の節6が形成されている。一対のリブ7は、互いに対向するように配置され、複数の節6は、軸線方向に一定間隔で配置されている。   The rebar main body 2 is formed in a straight line by using, for example, a steel bar for reinforced concrete. A pair of ribs 7 that are convex portions extending in the axial direction and a plurality of nodes 6 that are convex portions extending in the circumferential direction are formed on the peripheral surface 2 a of the reinforcing bar main body 2. The pair of ribs 7 are disposed so as to face each other, and the plurality of nodes 6 are disposed at regular intervals in the axial direction.

定着部3は、例えば鍛造によって平板状に形成された定着プレート4を有している。また、定着部3には、鉄筋本体2と交差して配置された他の鉄筋8(図3参照)と係合可能な定着凹部5が形成されている。   The fixing unit 3 includes a fixing plate 4 formed into a flat plate shape by forging, for example. In addition, the fixing portion 3 is formed with a fixing recess 5 that can be engaged with another reinforcing bar 8 (see FIG. 3) arranged so as to intersect the reinforcing bar body 2.

定着プレート4は、その板厚方向が、鉄筋本体2の軸線方向となるように形成されている。すなわち、定着プレート4は、鉄筋本体2の軸線と直交するように屈曲形成され、定着プレート4の主面4aは、鉄筋本体2の軸線方向に向けられている。定着凹部5は、定着プレート4の基端部(鉄筋本体2側)に形成され、鉄筋本体2の周面2aより軸線側へ窪むように形成されている。   The fixing plate 4 is formed so that the thickness direction thereof is the axial direction of the reinforcing bar main body 2. That is, the fixing plate 4 is bent so as to be orthogonal to the axis of the reinforcing bar main body 2, and the main surface 4 a of the fixing plate 4 is oriented in the axial direction of the reinforcing bar main body 2. The fixing recess 5 is formed at the base end portion (rebar main body 2 side) of the fixing plate 4 and is formed so as to be recessed from the peripheral surface 2a of the rebar main body 2 to the axial line side.

次に、図2を参照して、鉄筋本体2の端部に、一体的に形成された定着部3の加工手順について説明する。図2において、鉄筋本体2の軸線Lに沿う方向をX軸方向とし、X軸方向と直交する図示上下方向をY軸方向とし、X軸方向及びY軸方向と直交する方向をZ軸方向とする。図2(A)は、屈曲形成される前の定着プレートを、Z軸方向から示す図、図2(B)は、屈曲形成される前の定着プレートを、Y軸方向から示す図、図2(C)は、屈曲形成された後の定着プレートを、Z軸方向から示す図である。   Next, with reference to FIG. 2, the process sequence of the fixing | fixed part 3 integrally formed in the edge part of the reinforcing bar main body 2 is demonstrated. In FIG. 2, the direction along the axis L of the reinforcing bar body 2 is the X-axis direction, the illustrated vertical direction orthogonal to the X-axis direction is the Y-axis direction, and the X-axis direction and the direction orthogonal to the Y-axis direction are the Z-axis direction. To do. 2A is a diagram showing the fixing plate before being bent and formed from the Z-axis direction, and FIG. 2B is a diagram showing the fixing plate before being bent and formed from the Y-axis direction. FIG. 4C is a diagram illustrating the fixing plate after being bent and formed from the Z-axis direction.

図2(A)及び図2(B)に示すように、鉄筋本体2の端部に定着プレート4となる平板部を形成する。このとき、定着プレート4が鉄筋本体2の径方向D(Y軸方向)の一方側に配置されるように加工する。また、加工する際に、異形鉄筋のリブ7をY軸方向に向け、Y軸方向からプレスすることで、異形鉄筋の節6が潰されて、定着プレート4の側部に複数の凸部6aが形成される。なお、ねじ鉄筋に鍛造を施すことで、定着プレート4の側部に複数の凸部6aを形成してもよい。   As shown in FIGS. 2A and 2B, a flat plate portion to be the fixing plate 4 is formed at the end of the reinforcing bar main body 2. At this time, the fixing plate 4 is processed so as to be arranged on one side of the reinforcing bar main body 2 in the radial direction D (Y-axis direction). Further, when processing, the deformed reinforcing bar ribs 7 are directed in the Y-axis direction and pressed from the Y-axis direction, whereby the deformed reinforcing bar nodes 6 are crushed, and a plurality of convex portions 6a are formed on the side of the fixing plate 4. Is formed. In addition, you may form the some convex part 6a in the side part of the fixing plate 4 by forging a screw rebar.

次に、図2(C)に示すように、鉄筋本体2の径方向Dの一方側に配置された定着プレート4となる平板部を、径方向Dの他方側へ屈曲形成し、定着プレート4の主面4aが鉄筋本体2の軸線L方向に向けられる。そして、例えば高周波又はガス圧接を用いて加熱し折り曲げ加工することで、定着プレート4の基端側(定着部3の鉄筋本体2際)に、鉄筋本体2の周面2aより内側へ窪む定着凹部5を形成する。定着凹部5の曲率は、係合される他の鉄筋の周面の曲率に対応していることが好適である。   Next, as shown in FIG. 2C, a flat plate portion that becomes the fixing plate 4 arranged on one side in the radial direction D of the reinforcing bar body 2 is bent to the other side in the radial direction D, and the fixing plate 4 is formed. The main surface 4 a is directed in the direction of the axis L of the reinforcing bar body 2. Then, for example, by fixing by heating and bending using high frequency or gas pressure welding, the fixing is recessed inward from the peripheral surface 2a of the reinforcing bar body 2 on the proximal end side of the fixing plate 4 (on the reinforcing bar body 2 of the fixing unit 3). A recess 5 is formed. It is preferable that the curvature of the fixing recess 5 corresponds to the curvature of the peripheral surface of another reinforcing bar to be engaged.

また、定着部付き鉄筋を製造する方法(加工方法)としては、平板部を成形した後、金型を用いてプレスすることにより定着部3の屈曲形成を行ってもよく、金型を用いたプレスのみによって、平板部の成形と同時に曲げ加工を行なってもよい。何れの方法であっても、鉄筋本体2の端部と、平板部との接続部は、鉄筋本体2の径方向の一方側に配置され、平板部は径方向の他方側に屈曲されている。   In addition, as a method (processing method) for manufacturing a reinforcing bar with a fixing portion, after forming a flat plate portion, the fixing portion 3 may be bent by pressing using a die, and the die is used. You may perform a bending process simultaneously with shaping | molding of a flat plate part only by a press. In any method, the connecting portion between the end portion of the reinforcing bar main body 2 and the flat plate portion is arranged on one side in the radial direction of the reinforcing bar main body 2, and the flat plate portion is bent on the other side in the radial direction. .

このように構成された定着部付き鉄筋1は、図3に示すように、例えば、主筋8(他の鉄筋)と直交するように配筋されるせん断補強筋として利用される。このとき、定着部付き鉄筋1の定着部3は、主筋8に引っ掛けられ、定着凹部5内に、主筋8の一部が進入した状態となる。すなわち、鉄筋本体2の軸線Lと主筋8の軸線Lとが接近した状態となり、互いの軸線L,L間の距離である偏心距離eを小さくすることができる。 As shown in FIG. 3, the reinforcing bar 1 with the fixing unit configured as described above is used as a shear reinforcing bar arranged to be orthogonal to the main reinforcing bar 8 (another reinforcing bar), for example. At this time, the fixing part 3 of the reinforcing bar 1 with the fixing part is hooked by the main bar 8 and a part of the main bar 8 enters the fixing concave part 5. In other words, a state where the axis L 8 of the axis L and main reinforcement 8 rebar body 2 approaches, it is possible to reduce the eccentricity e is the distance between the mutual axis L, L 8.

図3に示す状態において、鉄筋本体2に作用する付加曲げMは、M=e×P…(1)によって表現される。なお、Pは、主筋8の軸心に作用する軸線L方向の力である。このように、偏心距離eを小さくすることで、付加曲げMを低減して、鉄筋本体2に作用する曲げ応力を低減させる。また、定着部付き鉄筋1の定着部3を主筋8に直接引っ掛けることで、せん断補強筋として利用される定着部付き鉄筋1をより強固に固定することができる。 In the state shown in FIG. 3, the additional bending M acting on the reinforcing bar main body 2 is expressed by M = e × P 8 (1). P 8 is a force in the direction of the axis L acting on the axis of the main muscle 8. Thus, by making the eccentric distance e small, the additional bending M is reduced, and the bending stress acting on the reinforcing bar body 2 is reduced. Further, by directly hooking the fixing portion 3 of the reinforcing bar 1 with the fixing unit to the main reinforcing bar 8, the reinforcing bar 1 with the fixing unit used as a shear reinforcing bar can be more firmly fixed.

次に、図4を参照して、定着部付き鉄筋1の梁主筋への適用について説明する。図4は、柱及び梁の連結部における配筋の一例を示す概略図である。図4では、柱9、梁10,11が互いに直交している。ここでは、定着部付き鉄筋1は、梁10の主筋として利用されている。そして、定着部付き鉄筋1の定着部3は、梁10と直交する梁11の主筋13に引っ掛けられて、配筋される。なお、柱9のせん断補強筋14に定着部付き鉄筋を適用してもよい。この場合、柱9の主筋12に定着部が引っ掛けられて配筋される。また、梁10,11のせん断補強筋15に定着部付き鉄筋を適用してもよい。この場合、梁10,11の主筋に定着部が引っ掛けられて配筋される。   Next, with reference to FIG. 4, the application to the beam main reinforcement of the reinforcing bar 1 with a fixing | fixed part is demonstrated. FIG. 4 is a schematic diagram illustrating an example of bar arrangement at a connection portion between columns and beams. In FIG. 4, the pillar 9 and the beams 10 and 11 are orthogonal to each other. Here, the reinforcing bar 1 with the fixing portion is used as a main bar of the beam 10. And the fixing | fixed part 3 of the reinforcing bar 1 with a fixing | fixed part is hooked by the main reinforcement 13 of the beam 11 orthogonal to the beam 10, and is arranged. A reinforcing bar with a fixing portion may be applied to the shear reinforcing bar 14 of the column 9. In this case, the fixing portion is hooked on the main bar 12 of the column 9 and the bars are arranged. Further, a reinforcing bar with a fixing portion may be applied to the shear reinforcing bar 15 of the beams 10 and 11. In this case, the fixing portion is hooked on the main bars of the beams 10 and 11 and arranged.

次に、図5及び図6を参照して、配筋管理を省力化するための位置確認用形状について説明する。図5は、主筋の配筋の一例を示す図である。この場合において、本発明の定着部付き鉄筋1は、主筋として利用され、複数の主筋が配筋されている。また、複数の定着部付き鉄筋1と交差する複数の鉄筋16は、隣接する定着部付き鉄筋1間に配置されている。   Next, with reference to FIG. 5 and FIG. 6, a position confirmation shape for saving the bar arrangement management will be described. FIG. 5 is a diagram illustrating an example of the main bar arrangement. In this case, the reinforcing bar with fixing portion 1 of the present invention is used as a main reinforcing bar, and a plurality of main reinforcing bars are arranged. A plurality of reinforcing bars 16 intersecting with the plurality of reinforcing bars 1 with fixing portions are arranged between adjacent reinforcing bars 1 with fixing portions.

そして、定着部付き鉄筋1の定着部3の外面には、最小間隔確認用段差(位置決め形状)18が形成されている。最小間隔確認用段差18に、隣接する定着部付き鉄筋1の定着プレート4の端部を合わせた場合に、互いの鉄筋本体2が鉄筋最小間隔d(例えば鉄筋本体の直径Dの2.7倍)となるように、最小間隔確認用段差18の位置が設定されている。これにより、隣接する鉄筋本体2同士の間隔を容易に計測することができるため、目視確認によって配筋管理を行なうことができ、配筋作業の省力化を図ることができる。なお、最小間隔確認用位置決め形状は、凹部、凸部などでもよく、目視によって確認できれば、その他の形状でもよい。   A minimum gap confirmation step (positioning shape) 18 is formed on the outer surface of the fixing portion 3 of the reinforcing bar 1 with the fixing portion. When the end portion of the fixing plate 4 of the adjacent reinforcing bar 1 with the fixing portion is aligned with the step 18 for checking the minimum interval, the reinforcing bar main bodies 2 have the minimum reinforcing bar interval d (for example, 2.7 times the diameter D of the reinforcing bar main body). ), The position of the minimum gap confirmation step 18 is set. Thereby, since the space | interval of the adjacent reinforcing bar main bodies 2 can be measured easily, bar arrangement management can be performed by visual confirmation and labor saving can be achieved. The minimum distance confirmation positioning shape may be a concave portion, a convex portion, or the like, and may be any other shape as long as it can be confirmed by visual observation.

また、鉄筋本体2の端部には、折り曲げ基点マーク17が形成されている。この折り曲げ基点マーク17は、定着部3を折り曲げる際の基点となる位置に形成されている。この折り曲げ基点マーク17は、定着部3を加工するまえの鉄筋素材の周面に予め形成されている。これにより、折り曲げ基点の位置を容易に確認することができるため、加工作業における省力化を図ることができる。なお、折り曲げ基点マーク17は、凹部でも、凸部でもよく、目視によって確認できればよい。   Further, a bending base point mark 17 is formed at the end of the reinforcing bar body 2. The folding base point mark 17 is formed at a position to be a base point when the fixing unit 3 is bent. The bending base mark 17 is formed in advance on the peripheral surface of the reinforcing bar material before the fixing unit 3 is processed. Thereby, since the position of the bending base point can be easily confirmed, it is possible to save labor in the machining operation. In addition, the bending origin mark 17 may be a concave portion or a convex portion as long as it can be visually confirmed.

図6は、鉄筋中心確認用マークが形成された定着部を示す図である。図6に示すように、定着部3の外面に、鉄筋本体2の軸線L方向から見た場合の鉄筋本体2の中心(軸心)を示す鉄筋中心確認用マーク19を形成することが好ましい。これにより、鉄筋本体2の軸心の位置を容易に確認することができるため、目視確認によって配筋管理を行なうことができ、配筋作業の省力化を図ることができる。なお、鉄筋中心確認用マーク19は、凹部でも、凸部でもよく、目視によって確認できればよい。   FIG. 6 is a view showing a fixing portion in which a reinforcing bar center confirmation mark is formed. As shown in FIG. 6, it is preferable to form a reinforcing bar center confirmation mark 19 indicating the center (axial center) of the reinforcing bar body 2 when viewed from the axis L direction of the reinforcing bar body 2 on the outer surface of the fixing unit 3. Thereby, since the position of the axial center of the reinforcing bar main body 2 can be easily confirmed, the bar arrangement management can be performed by visual confirmation, and labor saving of the bar arrangement work can be achieved. The reinforcing bar center confirmation mark 19 may be a concave portion or a convex portion as long as it can be visually confirmed.

このように本実施形態の定着部付き鉄筋1によれば、定着部3の鉄筋本体2際に、鉄筋本体2の周面2aより内側に窪む定着凹部5が形成されているため、この定着凹部5内に、鉄筋本体2と交差する他の鉄筋8を進入させて係合することができる。これにより、偏心距離eを小さくして、鉄筋本体2に作用する付加曲げを低減することができる。その結果、鉄筋本体2に作用する曲げ応力を低減させることができる。また、定着部3の定着プレート4が、鉄筋本体2の端部から一体的に屈曲形成されているため、従前のような、定着金物、摩擦接合を不要とすることができ、低コスト化及び作業の省力化を図ることができる。   As described above, according to the reinforcing bar 1 with the fixing unit of the present embodiment, the fixing concave part 5 that is recessed inward from the peripheral surface 2a of the reinforcing bar main body 2 is formed on the reinforcing bar main body 2 of the fixing unit 3. Another rebar 8 that intersects the rebar main body 2 can enter and engage with the recess 5. Thereby, the eccentric distance e can be made small and the additional bending which acts on the reinforcing bar main body 2 can be reduced. As a result, the bending stress acting on the reinforcing bar body 2 can be reduced. Further, since the fixing plate 4 of the fixing unit 3 is integrally bent from the end of the reinforcing bar main body 2, it is possible to eliminate the need for fixing hardware and friction bonding as in the past, and to reduce the cost and Labor saving work can be achieved.

また、鍛造によって定着プレート4を形成することで、定着部3の強度を鉄筋本体2の強度より向上させることができるため、鉄筋本体2での破断を保証し、定着部3での破断を防止することができる。   Further, by forming the fixing plate 4 by forging, the strength of the fixing portion 3 can be improved more than the strength of the reinforcing bar main body 2, so that the breakage at the reinforcing bar main body 2 is guaranteed and the breaking at the fixing portion 3 is prevented. can do.

また、定着プレート4の側部に、複数の凸部6aを設けることで、定着プレート4の主面4aによる支圧抵抗Psに加えて、複数の凸部6aによる付着抵抗Pbを考慮することができるので、定着部付き鉄筋1の引抜耐力抵抗を増加させることができる。   Further, by providing the plurality of convex portions 6a on the side portion of the fixing plate 4, in addition to the bearing resistance Ps due to the main surface 4a of the fixing plate 4, it is possible to consider the adhesion resistance Pb due to the plurality of convex portions 6a. As a result, the pulling resistance of the reinforcing bar 1 with the fixing portion can be increased.

次に、図7を参照して、本発明の変形例に係る定着部付き鉄筋について説明する。図7に示す変形例に係る定着部付き鉄筋21が、図1に示す定着部付き鉄筋1と違う点は、定着部23の形状が異なる点である。具体的には、定着プレート24となる平板部が、鉄筋本体2の径方向の一方側に形成され、さらに外方側に張り出した後に、径方向の他方側へ屈曲形成されている。これにより、定着プレート24の基端部に形成された定着凹部25を深く形成することができ、偏心距離を一層小さくすることができ、鉄筋本体2に作用する曲げ応力を低減することができる。   Next, a reinforcing bar with a fixing unit according to a modification of the present invention will be described with reference to FIG. 7 is different from the reinforcing bar with fixing unit 1 shown in FIG. 1 in that the shape of the fixing unit 23 is different. Specifically, a flat plate portion that becomes the fixing plate 24 is formed on one side in the radial direction of the reinforcing bar main body 2, and further bent outwardly and then bent on the other side in the radial direction. Accordingly, the fixing recess 25 formed at the base end portion of the fixing plate 24 can be formed deeply, the eccentric distance can be further reduced, and the bending stress acting on the reinforcing bar body 2 can be reduced.

次に、図8を参照して、本発明の定着部付き鉄筋のアンカーボルトへの適用について説明する。図8は、本発明の実施形態に係るアンカーボルトを用いた鉄骨柱脚の定着構造を示す概略断面図である。図8に示すアンカーボルト31が、図1に示す定着部付き鉄筋1と違う点は、定着部3が形成されていない端部に、おねじ部32が形成され、ナット33を螺合可能な構成とされている点である。   Next, with reference to FIG. 8, the application of the reinforcing bar with fixing portion of the present invention to an anchor bolt will be described. FIG. 8 is a schematic cross-sectional view showing a fixing structure of a steel column base using anchor bolts according to an embodiment of the present invention. The anchor bolt 31 shown in FIG. 8 is different from the reinforcing bar 1 with the fixing portion shown in FIG. 1 in that an external thread portion 32 is formed at an end portion where the fixing portion 3 is not formed and a nut 33 can be screwed. It is a point that is configured.

アンカーボルト31は、基礎コンクリート部38内の地下梁主筋37に引っ掛けられて、上下方向に延在して配置される。アンカーボルト31の定着部3は、定着凹部5内に地下梁主筋37が引っ掛けられた状態とされている。おねじ部32が形成された上端部は、地上に露出し、その他部分は、基礎コンクリート部38内に埋め込まれた状態で固定されている。   The anchor bolt 31 is hooked by the underground beam main reinforcement 37 in the foundation concrete part 38, and is extended and arrange | positioned. The fixing portion 3 of the anchor bolt 31 is in a state in which the underground beam main bar 37 is hooked in the fixing recess 5. The upper end portion where the external thread portion 32 is formed is exposed to the ground, and the other portion is fixed in a state of being embedded in the foundation concrete portion 38.

鉄骨柱脚34の下端に配置された柱脚金物35は、矩形状の平板であり、その四つ角には、開口部36が形成されている。アンカーボルト31は、柱脚金物35の開口部36に各々挿通され、ナット33は、おねじ部32に螺合されている。柱脚金物35は、アンカーボルト31及びナット33によって固定され、鉄骨柱脚34は、柱脚金物35を介して、基礎コンクリート部38に確実に固定されている。   The column base metal 35 disposed at the lower end of the steel column base 34 is a rectangular flat plate, and openings 36 are formed at four corners thereof. The anchor bolts 31 are respectively inserted into the opening portions 36 of the column base metal 35, and the nuts 33 are screwed into the male screw portions 32. The column base 35 is fixed by the anchor bolt 31 and the nut 33, and the steel column base 34 is securely fixed to the foundation concrete portion 38 via the column base 35.

このようなアンカーボルト31は、上記の定着部付き鉄筋1と同様な作用・効果を有する。また、従前のように、U字形状のアンカーボルトと地下梁主筋とを交錯させて配筋する必要が無いため、配筋を簡素とし、作業の省力化を図ることができる。また、アンカーボルト31を、柱脚金物35の開口部36に容易に挿通させることができるため、作業の省力化を一層図ることができ、工期短縮を実現することができる。   Such an anchor bolt 31 has the same operations and effects as the above-described reinforcing bar 1 with a fixing portion. Further, unlike the conventional case, it is not necessary to arrange the U-shaped anchor bolt and the underground beam main bar in a crossing manner, so that the bar arrangement can be simplified and labor saving can be achieved. Moreover, since the anchor bolt 31 can be easily inserted through the opening 36 of the column base 35, the labor can be further saved, and the construction period can be shortened.

図9は、本発明の実施形態に係るアンカーボルトを用いたRC構造を示す断面図である。図9に示すように、RC構造において、基礎梁40と柱41との連結部、基礎梁40と中柱42との連結部に本発明の定着部付き鉄筋であるアンカーボルト31を適用してもよい。   FIG. 9 is a cross-sectional view showing an RC structure using the anchor bolt according to the embodiment of the present invention. As shown in FIG. 9, in the RC structure, the anchor bolt 31 that is a reinforcing bar with a fixing portion of the present invention is applied to the connecting portion between the foundation beam 40 and the column 41 and the connecting portion between the foundation beam 40 and the middle column 42. Also good.

以上、本発明をその実施形態に基づき具体的に説明したが、本発明は、上記実施形態に限定されるものではない。上記実施形態において、異形鉄筋を用いて、定着部付き鉄筋1を形成しているが、ねじ鉄筋を用いて、形成してもよく、その他の鉄筋を用いて定着部付き鉄筋を形成してもよい。   As mentioned above, although this invention was concretely demonstrated based on the embodiment, this invention is not limited to the said embodiment. In the above-described embodiment, the reinforcing bar 1 with the fixing unit is formed using the deformed reinforcing bar. However, the reinforcing bar 1 with the fixing unit may be formed using other reinforcing bars. Good.

また、上記実施形態では、定着プレート4の側部に、複数の凸部6aが設けられているが、複数の凸部6aが設けられていないものでもよい。また、折り曲げ基点マーク17、最小間隔確認用段差18、鉄筋中心確認用マーク19が形成されていない定着部付き鉄筋でもよい。   In the above embodiment, the plurality of convex portions 6 a are provided on the side portion of the fixing plate 4, but the plurality of convex portions 6 a may not be provided. Further, a reinforcing bar with a fixing portion in which the bending base mark 17, the step 18 for checking the minimum interval, and the reinforcing bar center checking mark 19 are not formed may be used.

本発明の実施形態に係る定着部付き鉄筋を示す正面図である。It is a front view which shows the reinforcing bar with a fixing part which concerns on embodiment of this invention. 定着部の加工手順を説明するための概略図である。It is the schematic for demonstrating the process sequence of a fixing part. 直交する主筋に引っ掛けられた状態の定着部を示す図である。It is a figure which shows the fixing | fixed part of the state hooked on the orthogonal main streak. 柱及び梁の連結部における配筋の一例を示す概略図である。It is the schematic which shows an example of the bar arrangement in the connection part of a column and a beam. 主筋の配筋の一例を示す図である。It is a figure which shows an example of the main bar arrangement. 鉄筋中心確認用マークが形成された定着部を示す図である。It is a figure which shows the fixing | fixed part in which the reinforcing bar center confirmation mark was formed. 本発明の変形例に係る定着部付き鉄筋を示す正面図である。It is a front view which shows the reinforcing bar with a fixing | fixed part which concerns on the modification of this invention. 本発明の実施形態に係るアンカーボルトを用いた鉄骨柱脚の定着構造を示す概略断面図である。It is a schematic sectional drawing which shows the fixation structure of the steel column base using the anchor bolt which concerns on embodiment of this invention. 本発明の実施形態に係るアンカーボルトを用いたRC構造を示す断面図である。It is sectional drawing which shows RC structure using the anchor bolt which concerns on embodiment of this invention.

符号の説明Explanation of symbols

1,21…定着部付き鉄筋
2…鉄筋本体
3,23…定着部
4,24…定着プレート(平板部)
4a…定着プレートの主面
5,25…定着凹部
6…節
6a…複数の凸部
7…リブ
8…主筋(他の鉄筋)
9…柱
10,11…梁
12,13…主筋
14,15…せん断補強筋
16…鉄筋
17…折り曲げ基点マーク(屈曲位置確認用形状)
18…最小間隔確認用段差(位置決め形状)
19…鉄筋中心確認用マーク(位置確認用形状)
31…アンカーボルト(定着部付き鉄筋)
32…おねじ部
33…ナット
34…鉄骨柱脚
35…柱脚金物
36…開口部
37…地下梁主筋
38…基礎コンクリート部
40…基礎梁
41…柱
42…中柱
d…鉄筋最小間隔
e…偏心距離
D…径方向
…力
L,L…軸線
DESCRIPTION OF SYMBOLS 1,21 ... Rebar with fixing part 2 ... Rebar main body 3,23 ... Fixing part 4,24 ... Fixing plate (flat plate part)
4a ... Main surface of fixing plate 5,25 ... Fixing recess 6 ... Node 6a ... Several projections 7 ... Rib 8 ... Main bars (other reinforcing bars)
DESCRIPTION OF SYMBOLS 9 ... Column 10, 11 ... Beam 12, 13 ... Main reinforcement 14, 15 ... Shear reinforcement 16 ... Reinforcement 17 ... Bending base mark (shape for confirming bending position)
18 ... Step for minimum interval confirmation (positioning shape)
19 ... Reinforcement center confirmation mark (position confirmation shape)
31 ... Anchor bolt (rebar with anchorage)
32 ... Male thread portion 33 ... Nut 34 ... Steel column base 35 ... Column base hardware 36 ... Opening portion 37 ... Underground beam main bar 38 ... Concrete concrete portion 40 ... Base beam 41 ... Column 42 ... Medium column d ... Reinforcement bar minimum interval e ... Eccentric distance D ... Radial direction P 8 ... Force L, L 8 ... Axis

Claims (6)

鉄筋本体と、
平板部を有し前記鉄筋本体の端部から屈曲形成された定着部と、を備え、
前記定着部は、前記鉄筋本体の径方向の一方側に配置された前記平板部が、前記径方向の他方側に屈曲され、
前記定着部の鉄筋本体際には、前記鉄筋本体の周面より内側へ窪み前記鉄筋本体と交差する他の鉄筋と係合可能な凹部が形成されていることを特徴とする定着部付き鉄筋。
Rebar main body,
A fixing portion that has a flat plate portion and is bent from an end portion of the reinforcing bar main body,
In the fixing portion, the flat plate portion arranged on one side in the radial direction of the reinforcing bar body is bent on the other side in the radial direction,
A reinforcing bar with a fixing part, wherein a concave part that is recessed inward from the peripheral surface of the reinforcing bar main body and engages with another reinforcing bar intersecting with the reinforcing bar main body is formed on the reinforcing bar main body of the fixing part.
前記平板部は、異形鉄筋に鍛造を施工することで形成されたものであり、
前記平板部の側部には、前記異形鉄筋の節が押圧されて形成された複数の凸部が設けられていることを特徴とする請求項1記載の定着部付き鉄筋。
The flat plate portion is formed by forging a deformed reinforcing bar,
The reinforcing bar with fixing portion according to claim 1, wherein a plurality of convex portions formed by pressing nodes of the deformed reinforcing bar are provided on a side portion of the flat plate portion.
前記定着部の外面には、隣接する他の鉄筋本体との間隔を計測可能な位置決め形状が、形成されていることを特徴とする請求項1又は2に記載の定着部付き鉄筋。   The reinforcing bar with a fixing unit according to claim 1, wherein a positioning shape capable of measuring a distance from another adjacent reinforcing bar main body is formed on an outer surface of the fixing unit. 前記定着部の外面には、鉄筋本体の軸心の位置を示す位置確認用形状が形成されていることを特徴とする請求項1〜3の何れか一項に記載の定着部付き鉄筋。   The reinforcing bar with a fixing unit according to any one of claims 1 to 3, wherein a position confirmation shape indicating a position of an axis of a reinforcing bar main body is formed on an outer surface of the fixing unit. 請求項1〜4の何れか一項に記載の定着部を加工する前の鉄筋素材であって、
周面に、前記定着部を屈曲形成するための基点を示す屈曲位置確認用形状が形成されていることを特徴とする定着部付き鉄筋用素材。
Reinforcing bar material before processing the fixing portion according to any one of claims 1 to 4,
A material for reinforcing bars with a fixing portion, characterized in that a bending position confirmation shape indicating a base point for bending the fixing portion is formed on a peripheral surface.
基礎コンクリートに固定されるアンカーボルトにおいて、
一方の端部にネジ部が形成された鉄筋本体と、
平板部を有し前記鉄筋本体の他方の端部から屈曲形成された定着部と、を備え、
前記定着部は、前記鉄筋本体の径方向の一方側に配置された前記平板部が、前記径方向の他方側に屈曲され、
前記定着部の鉄筋本体際には、前記鉄筋本体の周面より内側へ窪み前記鉄筋本体と交差する他の鉄筋と係合可能な凹部が形成されていることを特徴とするアンカーボルト。
In anchor bolts fixed to foundation concrete,
A rebar main body with a threaded part at one end;
A fixing portion that has a flat plate portion and is bent from the other end of the reinforcing bar main body, and
In the fixing portion, the flat plate portion arranged on one side in the radial direction of the reinforcing bar body is bent on the other side in the radial direction,
An anchor bolt, wherein a concave portion that is recessed inward from a peripheral surface of the reinforcing bar main body and engages with another reinforcing bar intersecting with the reinforcing bar main body is formed on the reinforcing bar main body of the fixing portion.
JP2008280039A 2008-10-30 2008-10-30 Reinforcing bar with fixing part, material for reinforcing bar with fixing part, and anchor bolt Active JP4866894B2 (en)

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Publication number Priority date Publication date Assignee Title
JP6476324B1 (en) * 2018-01-23 2019-02-27 共英製鋼株式会社 Reinforcing bar with anchor and anchor bolt

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KR101842110B1 (en) * 2016-05-24 2018-05-15 주식회사 정우비엔씨 anchor bolt manufacturing

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JPS5720403A (en) * 1980-07-11 1982-02-02 Mitsubishi Electric Corp Moisture sensitive resistance element
JPH0598741A (en) * 1991-10-09 1993-04-20 Tokyo Tekko Kk Manufacture of fixing section in reinforcement
JPH06229071A (en) * 1993-02-04 1994-08-16 Kajima Corp Reinforcing bar and bar arrangement for reinforced concrete structure
JPH10280614A (en) * 1997-04-06 1998-10-20 Hirokazu Yamahashi Deformed reinforcement with bar arrangement mark
JP2006104785A (en) * 2004-10-06 2006-04-20 Kajima Corp Reinforcement with anchorage part
JP3896254B2 (en) * 2001-02-22 2007-03-22 鹿島建設株式会社 Reinforcing bar anchor
JP2007092518A (en) * 2006-11-08 2007-04-12 Shimizu Corp Method of manufacturing reinforcement with anchoring part

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Publication number Priority date Publication date Assignee Title
JPS5720403A (en) * 1980-07-11 1982-02-02 Mitsubishi Electric Corp Moisture sensitive resistance element
JPH0598741A (en) * 1991-10-09 1993-04-20 Tokyo Tekko Kk Manufacture of fixing section in reinforcement
JPH06229071A (en) * 1993-02-04 1994-08-16 Kajima Corp Reinforcing bar and bar arrangement for reinforced concrete structure
JPH10280614A (en) * 1997-04-06 1998-10-20 Hirokazu Yamahashi Deformed reinforcement with bar arrangement mark
JP3896254B2 (en) * 2001-02-22 2007-03-22 鹿島建設株式会社 Reinforcing bar anchor
JP2006104785A (en) * 2004-10-06 2006-04-20 Kajima Corp Reinforcement with anchorage part
JP2007092518A (en) * 2006-11-08 2007-04-12 Shimizu Corp Method of manufacturing reinforcement with anchoring part

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6476324B1 (en) * 2018-01-23 2019-02-27 共英製鋼株式会社 Reinforcing bar with anchor and anchor bolt
JP2019127716A (en) * 2018-01-23 2019-08-01 共英製鋼株式会社 Reinforcement with anchorage part, and anchor bolt

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