JP2016128649A - Reinforcement arrangement member and concrete structure using the same - Google Patents
Reinforcement arrangement member and concrete structure using the same Download PDFInfo
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Abstract
Description
本発明は、一対の型枠の間に鉄筋を配設するための鉄筋配設部材及びそれを用いたコンクリート構造物に関する。 The present invention relates to a reinforcing bar arranging member for arranging reinforcing bars between a pair of molds and a concrete structure using the same.
コンクリート型枠工法によりコンクリート構造物を構築する際には、例えば、鉄筋を組み立て、組み立てた鉄筋を間に挟んで一対の型枠を配設し、その間にコンクリートを打設していた。しかし、この方法では、鉄筋の組み立てや、型枠用板材の配設に熟練が必要であった。そこで、簡単に鉄筋を配設することができる方法が望まれていた。 When constructing a concrete structure by the concrete formwork method, for example, rebars are assembled, a pair of molds are arranged with the assembled rebars in between, and concrete is placed between them. However, this method requires skill in assembling the reinforcing bars and disposing the form plate. Therefore, a method that can easily arrange reinforcing bars has been desired.
本発明は、このような問題に基づきなされたものであり、簡単に鉄筋を配設することができる鉄筋配設部材及びそれを用いたコンクリート構造物を提供することを目的とする。 This invention is made | formed based on such a problem, and it aims at providing the reinforcing bar arrangement | positioning member which can arrange | position a reinforcing bar easily, and a concrete structure using the same.
なお、特許文献１には、対向する型枠の間隔を一定に保持する間隔保持部材が記載されているが、型枠の間隔を保持するのみであり、鉄筋を配設するものではなく、本発明とは、構成が全く異なっている。 Note that Patent Document 1 describes a spacing member that keeps the spacing between the opposing molds constant, but it only holds the spacing between the molds, and does not dispose reinforcing bars. The configuration is completely different from the invention.
本発明の鉄筋配設部材は、対向して配設された一対の型枠の間に配設され、鉄筋を支持する支持部と、この支持部の両端部にそれぞれ設けられ、型枠に設けられた配設部の配設孔に対して挿入することにより支持部を型枠に対して配設する挿入部と、支持部の上部に設けられ、鉄筋を配設可能な凹部と、この凹部の開口を小さくするように突出して形成され、凹部に配設された鉄筋が凹部から外れてしまうことを防止する鉄筋係止部とを備えたものである。 The reinforcing bar disposing member of the present invention is disposed between a pair of molds that are arranged to face each other, and is provided on a supporting part that supports the reinforcing bar and both ends of the supporting part. An insertion portion for disposing the support portion with respect to the mold frame by being inserted into the disposition hole of the disposed disposition portion; And a reinforcing bar locking part that prevents the reinforcing bar disposed in the concave part from coming off the concave part.
本発明の鉄筋配設部材を一対の型枠の間に配設し、鉄筋配設部材に鉄筋を配設して、一対の型枠の間にコンクリートを打設することにより形成されたものである。 The reinforcing bar disposing member of the present invention is disposed between a pair of molds, the reinforcing bar is disposed on the reinforcing bar disposing member, and concrete is placed between the pair of molds. is there.
本発明によれば、支持部の両端部に、型枠に設けられた配設孔に対して挿入することにより支持部を型枠に対して配設する挿入部を設け、かつ、支持部の上部に鉄筋を配設可能な凹部を設けるようにしたので、鉄筋配設部材を一対の型枠の間に配設し、鉄筋配設部材の上に鉄筋を載せることにより、容易に鉄筋を配設することができる。また、凹部の開口を小さくするように突出させた鉄筋係止部を設けるようにしたので、一対の型枠の間に鉄筋を配設したのちに、コンクリートを打設する際に、コンクリートを掻き混ぜたりしても、鉄筋が凹部から外れてしまうことを防止することができる。 According to the present invention, the insertion portions for disposing the support portion with respect to the mold frame are provided at both ends of the support portion by being inserted into the disposition holes provided in the mold frame, Since the upper part is provided with a recess where the reinforcing bar can be placed, the reinforcing bar is easily placed by placing the reinforcing bar placement member between the pair of molds and placing the reinforcing bar on the reinforcing bar placement member. Can be set. In addition, since the reinforcing bar locking part that protrudes so as to reduce the opening of the recess is provided, the concrete is scraped when placing the concrete after placing the reinforcing bar between the pair of molds. Even if it mixes, it can prevent that a reinforcing bar remove | deviates from a recessed part.
また、挿入部に、配設部に係止して挿入部が配設孔から外れてしまうことを防止する突起部を設けるようにすれば、コンクリートを打設する際に、コンクリートを掻き混ぜたりしても、挿入部が配設孔から外れてしまうことを防止することができる。 Further, if the insertion portion is provided with a protrusion that is locked to the arrangement portion to prevent the insertion portion from coming off from the arrangement hole, the concrete may be agitated when the concrete is placed. Even so, it is possible to prevent the insertion portion from being removed from the arrangement hole.
更に、凹部に、第１の太さの鉄筋に対応して設けられた第１湾曲部と、第１の鉄筋よりも太い第２の鉄筋に対応して設けられた第２湾曲部とを設けるようにすれば、太さの異なる複数の鉄筋に対応することができる。 Furthermore, the concave portion is provided with a first curved portion provided corresponding to the first reinforcing bar and a second curved portion provided corresponding to the second reinforcing bar thicker than the first reinforcing bar. By doing so, it is possible to deal with a plurality of reinforcing bars having different thicknesses.
以下、本発明の実施の形態について、図面を参照して詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
図１は、本発明の一実施の形態に係る鉄筋配設部材１０の構成を表すものである。図２は、図１に示した鉄筋配設部材１０の型枠２０に対する配設部分についての断面構造を表すものである。図３から図５は、図１に示した鉄筋配設部材１０を型枠２０に配設し、コンクリート構造物を形成する手順を表すものである。この鉄筋配設部材１０は、例えば、一対の型枠２０の間の間隔を保持しつつ、その一対の型枠２０の間に鉄筋３０を配設するためのものである。鉄筋配設部材１０は、例えば、強化プラスチックなどのプラスチックにより構成されていることが好ましいが、金属により構成されていてもよい。 FIG. 1 shows a configuration of a reinforcing bar arranging member 10 according to an embodiment of the present invention. FIG. 2 shows a cross-sectional structure of a portion where the reinforcing bar arranging member 10 shown in FIG. 3 to 5 show a procedure for disposing the reinforcing bar disposing member 10 shown in FIG. 1 on the mold 20 and forming a concrete structure. The reinforcing bar arranging member 10 is, for example, for arranging a reinforcing bar 30 between a pair of molds 20 while maintaining a gap between the pair of molds 20. The reinforcing bar arranging member 10 is preferably made of plastic such as reinforced plastic, but may be made of metal.
この鉄筋配設部材１０は、対向して配設された一対の型枠２０の間に配設され、鉄筋３０を支持する支持部１１と、この支持部１１の両端部にそれぞれ設けられ、型枠２０に設けられた配設部２１の配設孔２２に対して挿入することにより支持部１１を型枠２０に対して配設する挿入部１２とを備えている。支持部１１は、例えば、一方向に伸長して形成されており、型枠２０の対向方向に伸長して配設される。支持部１１の幅は、例えば、伸長方向における中央部よりも両端部の方が広くなるように形成されていることが好ましい。強度を向上させることができるからである。 This reinforcing bar arrangement member 10 is arranged between a pair of molds 20 arranged opposite to each other, and is provided at a support part 11 that supports the reinforcing bar 30 and at both ends of the support part 11, respectively. The insertion portion 12 is provided with which the support portion 11 is arranged with respect to the mold frame 20 by being inserted into the arrangement hole 22 of the arrangement portion 21 provided in the frame 20. The support portion 11 is formed to extend in one direction, for example, and is disposed to extend in a direction opposite to the mold 20. The width of the support portion 11 is preferably formed so that, for example, both end portions are wider than the center portion in the extending direction. This is because the strength can be improved.
挿入部１２は、例えば、支持部１１の両端部下部に設けられ、型枠２０の対向面に突出して設けられた配設部２１に対して配設される。配設部２１には、例えば、高さ方向に貫通して配設孔２２が設けられており、挿入部１２は、例えば、上から挿入されることにより配設される。挿入部１２の基端部の周りには、例えば、配設孔２２に対して挿入部１２を挿入した時に、配設孔２２を取り囲む配設部２１の側壁を挿入する配設溝１３が設けられていることが好ましい。また、挿入部１２には、例えば先端部に、配設部２１に係止して挿入部１２が外れてしまうことを防止する突起部１４が設けられていることが好ましい。コンクリートを打設する際に、コンクリートを掻き混ぜたりしても、挿入部１２が配設孔２２から外れてしまうことを防止することができるからである。突起部１４は、外側に向かって突出するように設けられていることが好ましい。内側に向かって突出させる場合よりも強度を高くすることができるからである。 For example, the insertion portion 12 is provided at a lower portion of both end portions of the support portion 11 and is disposed with respect to an arrangement portion 21 provided to protrude from the opposing surface of the mold 20. For example, the placement portion 21 is provided with a placement hole 22 penetrating in the height direction, and the insertion portion 12 is placed, for example, by being inserted from above. Around the base end portion of the insertion portion 12, for example, when the insertion portion 12 is inserted into the arrangement hole 22, an arrangement groove 13 for inserting the side wall of the arrangement portion 21 surrounding the arrangement hole 22 is provided. It is preferable that Moreover, it is preferable that the insertion part 12 is provided with the projection part 14 which latches to the arrangement | positioning part 21, for example, and prevents that the insertion part 12 remove | deviates from the front-end | tip part. This is because it is possible to prevent the insertion portion 12 from being removed from the arrangement hole 22 even if the concrete is stirred when placing the concrete. It is preferable that the protrusion 14 is provided so as to protrude outward. This is because the strength can be increased as compared with the case of projecting inward.
鉄筋配設部材１０は、また、支持部１１の上部に設けられ、鉄筋３０を配設可能な凹部１５と、この凹部１５の開口を小さくするように突出して形成された鉄筋係止部１６とを備えている。凹部１５は、例えば、一対の型枠２０の対向方向において間隔をあけて設けられた第１凹部１５Ａと第２凹部１５Ｂとを１つの組として有していることが好ましい。鉄筋配設部材１０を型枠２０の高さ方向に複数配設し、高さ方向の位置に応じて、水平方向の鉄筋３０を第１凹部１５Ａ又は第２凹部１５Ｂに配設することにより、第１凹部１５Ａに配設された水平方向の鉄筋３０と、第２凹部１５Ｂに配設された水平方向の鉄筋３０との間に、垂直方向の鉄筋３０を挿入して配設することができるからである。 The reinforcing bar disposing member 10 is also provided at the upper part of the support part 11, and a concave part 15 in which the reinforcing bar 30 can be arranged, and a reinforcing bar locking part 16 formed so as to protrude so as to reduce the opening of the concave part 15. It has. The concave portion 15 preferably has, for example, a first concave portion 15A and a second concave portion 15B that are provided at an interval in the facing direction of the pair of molds 20 as one set. By arranging a plurality of reinforcing bar arranging members 10 in the height direction of the mold 20 and arranging the horizontal reinforcing bars 30 in the first recess 15A or the second recess 15B according to the position in the height direction, The vertical reinforcing bar 30 can be inserted and disposed between the horizontal reinforcing bar 30 disposed in the first recess 15A and the horizontal reinforcing bar 30 disposed in the second recess 15B. Because.
第１凹部１５Ａと第２凹部１５Ｂとの間隔は、例えば、２５ｍｍ以上３５ｍｍ以下の範囲内であることが好ましい。２５ｍｍよりも狭いと垂直方向の鉄筋３０を挿入することが難しく、３５ｍｍよりも広いと垂直方向の鉄筋３０の配置が不安定となってしまうからである。なお、第１凹部１５Ａと第２凹部１５Ｂとの間隔というのは、第１凹部１５Ａの中心位置と、第２凹部１５Ｂの中心位置との間の距離である。また、本実施の形態では、１つの鉄筋配設部材１０に、２組の第１凹部１５Ａと第２凹部１５Ｂとを設ける場合について示したが、１組でもよく、３組以上でもよい。一対の型枠２０の間隔に応じて決定される。 The interval between the first recess 15A and the second recess 15B is preferably in the range of 25 mm or more and 35 mm or less, for example. This is because if the width is smaller than 25 mm, it is difficult to insert the vertical reinforcing bars 30, and if the width is larger than 35 mm, the arrangement of the vertical reinforcing bars 30 becomes unstable. The distance between the first recess 15A and the second recess 15B is the distance between the center position of the first recess 15A and the center position of the second recess 15B. Further, in the present embodiment, the case where two sets of the first concave portion 15A and the second concave portion 15B are provided in one reinforcing bar arranging member 10 is shown, but one set or three or more sets may be used. It is determined according to the interval between the pair of molds 20.
鉄筋係止部１６は、凹部１５に配設された鉄筋３０が凹部１５から外れてしまうことを防止するためのものである。鉄筋係止部１６は、例えば、支持部１１から突出して形成され、凹部１５、具体的には第１凹部１５Ａ及び第２凹部１５Ｂの開口を狭めるように設けられている。なお、鉄筋係止部１６の上端部は、例えば、鉄筋３０を挿入しやすくするために、開口を広げる方向に曲げられていることが好ましい。 The reinforcing bar locking portion 16 is for preventing the reinforcing bar 30 disposed in the concave portion 15 from being detached from the concave portion 15. The reinforcing bar locking portion 16 is formed so as to protrude from the support portion 11, for example, and is provided so as to narrow the opening of the concave portion 15, specifically, the first concave portion 15A and the second concave portion 15B. In addition, it is preferable that the upper end part of the reinforcing bar locking part 16 is bent in a direction in which the opening is widened, for example, in order to facilitate insertion of the reinforcing bar 30.
また、凹部１５、具体的には第１凹部１５Ａ及び第２凹部１５Ｂは、第１の太さの鉄筋３０に対応して設けられた第１湾曲部１５Ｃと、第１の鉄筋３０よりも太い第２の鉄筋３０に対応して第１湾曲部１５Ｃの上方に設けられた一対の第２湾曲部１５Ｄとを有していることが好ましい。複数の太さの鉄筋３０に対応することができるからである。例えば、第１湾曲部１５Ｃを１０ｍｍの太さの鉄筋３０に対応して形成し、第２湾曲部１５Ｄを１３ｍｍの太さの鉄筋３０に対応して形成すれば、１０ｍｍの太さの鉄筋３０を用いる場合には、第１湾曲部１５Ｃに当接させて鉄筋３０を配設し、１３ｍｍの太さの鉄筋３０を用いる場合には、第２湾曲部１５Ｄに当接させて鉄筋３０を配設することにより、より安定して鉄筋３０を支持することができるからである。 Further, the concave portion 15, specifically, the first concave portion 15 </ b> A and the second concave portion 15 </ b> B are thicker than the first curved portion 15 </ b> C provided corresponding to the first thickness reinforcing bar 30 and the first reinforcing bar 30. It is preferable to have a pair of second bending portions 15D provided above the first bending portions 15C corresponding to the second reinforcing bars 30. This is because it can correspond to a plurality of reinforcing bars 30 of thickness. For example, if the first bending portion 15C is formed corresponding to the reinforcing bar 30 having a thickness of 10 mm and the second bending portion 15D is formed corresponding to the reinforcing bar 30 having a thickness of 13 mm, the reinforcing bar 30 having a thickness of 10 mm. Is used, the rebar 30 is disposed in contact with the first bending portion 15C, and when the rebar 30 having a thickness of 13 mm is used, the rebar 30 is disposed in contact with the second bending portion 15D. This is because the reinforcing bar 30 can be supported more stably.
この鉄筋配設部材１０は、例えば、次のようにして用いられ、コンクリート構造物が形成される。まず、例えば図３に示したように、対向して配設された一対の型枠２０の間に鉄筋配設部材１０を配設する。具体的には、型枠２０の対向面に設けられた配設部２１に形成された配設孔２２に対して、支持部１１の両端部に設けられた挿入部１２をそれぞれ挿入することにより、鉄筋配設部材１０を配設する。なお、型枠２０は、コンクリート打設後に取り外さずに、そのまま、断熱部材等として使用するものが好ましい。 The reinforcing bar arranging member 10 is used as follows, for example, and a concrete structure is formed. First, as shown in FIG. 3, for example, the reinforcing bar disposing member 10 is disposed between a pair of molds 20 disposed to face each other. Specifically, by inserting the insertion portions 12 provided at both ends of the support portion 11 into the arrangement holes 22 formed in the arrangement portion 21 provided on the opposing surface of the mold 20, respectively. Then, the reinforcing bar arranging member 10 is arranged. In addition, what is used as a heat insulation member etc. as it is, without removing the formwork 20 after concrete placement is preferable.
また、鉄筋配設部材１０は、例えば図４に示したように、型枠２０の横方向及び高さ方向において間隔を開けて複数ずつ配設する。その際、必要に応じて、鉄筋配設部材１０の凹部１５、例えば、１つの組の第１凹部１５Ａ及び第２凹部１５Ｂのうちのどちらか一方に水平方向の鉄筋３０を載せて配設する。型枠２０は、形成するコンクリート構造物の大きさに応じて横方向及び高さ方向に連結して配設し、それぞれについて、同じようにして、鉄筋配設部材１０及び水平方向の鉄筋３０を配設する。 In addition, as shown in FIG. 4, for example, as shown in FIG. 4, the reinforcing bar arranging members 10 are arranged in a plurality at intervals in the horizontal direction and the height direction of the mold 20. At that time, if necessary, the horizontal reinforcing bar 30 is placed on the concave portion 15 of the reinforcing bar arranging member 10, for example, one of the first concave portion 15A and the second concave portion 15B. . The formwork 20 is connected and arranged in the horizontal direction and the height direction according to the size of the concrete structure to be formed, and the reinforcing bar arranging member 10 and the horizontal reinforcing bar 30 are respectively connected in the same manner. Arrange.
なお、水平方向の鉄筋３０は、型枠２０を必要な高さまで積層して高さ方向から見た時に、高さ方向において同じ位置に並んでいる１つの組の第１凹部１５Ａと第２凹部１５Ｂの両方に、少なくとも１つずつ配設されていることが好ましい。次いで、例えば、鉄筋配設部材１０の近傍において、第１凹部１５Ａに配設した水平方向の鉄筋３０と、第２凹部１５Ｂに配設した水平方向の鉄筋３０との間に、垂直方向の鉄筋３０を挿入して配設する。 The horizontal rebar 30 is composed of one set of the first concave portion 15A and the second concave portion that are aligned at the same position in the height direction when the formwork 20 is stacked to the required height and viewed from the height direction. It is preferable that at least one is disposed on each of 15B. Next, for example, in the vicinity of the reinforcing bar arranging member 10, a vertical reinforcing bar is disposed between the horizontal reinforcing bar 30 arranged in the first recess 15A and the horizontal reinforcing bar 30 arranged in the second recess 15B. 30 is inserted and arranged.
そののち、一対の型枠２０の間にコンクリートを打設する。鉄筋配設部材１０及び鉄筋３０は、コンクリートの中に埋設される。その際、一対の型枠２０の間にコンクリートを流し込んで掻き混ぜたりしても、本実施の形態によれば、凹部１５の開口を狭めるように鉄筋係止部１６が設けられているので、凹部１５に配設した水平方向の鉄筋３０が凹部１５から外れてしまうことが防止される。また、挿入部１２に突起部１４を設けるようにすれば、挿入部１２が配設孔２２から外れてしまうことも防止される。これにより、コンクリート構造物が得られる。 After that, concrete is placed between the pair of molds 20. The reinforcing bar arranging member 10 and the reinforcing bar 30 are embedded in concrete. At that time, even if the concrete is poured between the pair of molds 20 and stirred, according to the present embodiment, the reinforcing bar locking portion 16 is provided so as to narrow the opening of the recess 15. It is possible to prevent the horizontal reinforcing bars 30 disposed in the recess 15 from being detached from the recess 15. Further, if the protrusion 14 is provided on the insertion portion 12, it is possible to prevent the insertion portion 12 from being detached from the arrangement hole 22. Thereby, a concrete structure is obtained.
このように本実施の形態によれば、支持部１１の両端部に、型枠２０に設けられた配設孔２２に対して挿入することにより支持部１１を型枠２０に対して配設する挿入部１２を設け、かつ、支持部１１の上部に鉄筋３０を配設可能な凹部１５を設けるようにしたので、鉄筋配設部材１０を一対の型枠２０の間に配設し、鉄筋配設部材１０の上に鉄筋３０を載せることにより、容易に鉄筋３０を配設することができる。また、凹部１５の開口を小さくするように突出させた鉄筋係止部１６を設けるようにしたので、一対の型枠２０の間に鉄筋３０を配設したのちに、コンクリートを打設する際に、コンクリートを掻き混ぜたりしても、鉄筋３０が凹部１５から外れてしまうことを防止することができる。 As described above, according to the present embodiment, the support portion 11 is arranged with respect to the mold frame 20 by being inserted into the arrangement holes 22 provided in the mold frame 20 at both ends of the support portion 11. Since the insertion portion 12 is provided and the concave portion 15 in which the reinforcing bar 30 can be provided is provided on the upper portion of the support portion 11, the reinforcing bar arranging member 10 is provided between the pair of molds 20 to arrange the reinforcing bars. By placing the reinforcing bar 30 on the installation member 10, the reinforcing bar 30 can be easily arranged. Further, since the reinforcing bar locking portion 16 is provided so as to project the opening of the concave portion 15 to be small, after the reinforcing bar 30 is disposed between the pair of molds 20, the concrete is placed. Even if the concrete is agitated, it is possible to prevent the reinforcing bar 30 from coming off the recess 15.
また、挿入部１２に、配設部２１に係止して挿入部１２が配設孔２２から外れてしまうことを防止する突起部１４を設けるようにすれば、コンクリートを打設する際に、コンクリートを掻き混ぜたりしても、挿入部１２が配設孔２２から外れてしまうことを防止することができる。 Further, if the insertion portion 12 is provided with a protrusion 14 that is locked to the arrangement portion 21 and prevents the insertion portion 12 from being removed from the arrangement hole 22, when placing concrete, Even if the concrete is agitated, the insertion portion 12 can be prevented from being detached from the arrangement hole 22.
更に、凹部１５に、第１の太さの鉄筋３０に対応して設けられた第１湾曲部１５Ｃと、第１の鉄筋３０よりも太い第２の鉄筋３０に対応して設けられた第２湾曲部１５Ｄとを設けるようにすれば、太さの異なる複数の鉄筋３０に対応することができる。 Furthermore, the concave portion 15 is provided with a first curved portion 15 </ b> C provided corresponding to the first reinforcing bar 30, and a second curved portion provided corresponding to the second reinforcing bar 30 thicker than the first reinforcing bar 30. If the bending portion 15D is provided, a plurality of reinforcing bars 30 having different thicknesses can be handled.
以上、各実施の形態を挙げて本発明を説明したが、本発明は上記各実施の形態に限定されるものではなく、種々変形可能である。例えば、上記各実施の形態では、各構成要素について具体的に説明したが、全ての構成要素を備えていなくてもよく、また、他の構成要素を備えていてもよい。 The present invention has been described with reference to the embodiments. However, the present invention is not limited to the above-described embodiments, and various modifications can be made. For example, in each of the above embodiments, each component has been specifically described. However, not all the components may be provided, and other components may be provided.
１０…鉄筋配設部材、１１…支持部、１２…挿入部、１３…配設溝、１４…突起部、１５…凹部、１５Ａ…第１凹部、１５Ｂ…第２凹部、１５Ｃ…第１湾曲部、１５Ｄ…第２湾曲部、１６…鉄筋係止部、２０…型枠、２１…配設部、２２…配設孔、３０…鉄筋 DESCRIPTION OF SYMBOLS 10 ... Rebar arrangement | positioning member, 11 ... Support part, 12 ... Insertion part, 13 ... Disposition groove | channel, 14 ... Projection part, 15 ... Recessed part, 15A ... 1st recessed part, 15B ... 2nd recessed part, 15C ... 1st curved part , 15D: second bending portion, 16: rebar locking portion, 20 ... mold, 21 ... disposing portion, 22 ... disposing hole, 30 ... rebar
Claims (4)
この支持部の両端部にそれぞれ設けられ、前記型枠に設けられた配設部の配設孔に対して挿入することにより前記支持部を前記型枠に対して配設する挿入部と、
前記支持部の上部に設けられ、鉄筋を配設可能な凹部と、
この凹部の開口を小さくするように突出して形成され、前記凹部に配設された鉄筋が前記凹部から外れてしまうことを防止する鉄筋係止部と
を備えたことを特徴とする鉄筋配設部材。 A support part disposed between a pair of molds disposed to face each other and supporting the reinforcing bar;
Inserting portions that are provided at both ends of the supporting portion, and that are inserted into the disposing holes of the disposing portion provided in the mold, thereby disposing the supporting portion with respect to the mold,
A recess provided in an upper portion of the support portion and capable of disposing a reinforcing bar;
Reinforcing bar arrangement member characterized by comprising: a reinforcing bar locking part that protrudes so as to reduce the opening of the concave part and prevents the reinforcing bar arranged in the concave part from coming off from the concave part. .
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019210676A (en) * | 2018-06-04 | 2019-12-12 | コーリョー建販株式会社 | Aperture reinforcing member |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB272033A (en) * | 1926-06-04 | 1927-06-09 | Arthur Robert Mullenger | Improvements relating to walls for buildings, or other structures |
| JPH09137536A (en) * | 1995-11-10 | 1997-05-27 | Okamura Kasei Kk | Form for placing concrete |
| JPH09235878A (en) * | 1996-03-01 | 1997-09-09 | Tohoku Shizai Kogyo Kk | Wall constructing separator |
| JPH09296549A (en) * | 1996-04-30 | 1997-11-18 | Tohoku Shizai Kogyo Kk | Separator for building wall, and concrete form structure using it |
| JP3053678U (en) * | 1998-04-30 | 1998-11-04 | 株式会社ユハラコーポレーション | Rebar support spacer |
| JPH1122110A (en) * | 1997-07-03 | 1999-01-26 | Yoyama Kogyosho:Kk | Support device for reinforcement |
| JP2000192662A (en) * | 1998-12-24 | 2000-07-11 | Kumagai Gumi Co Ltd | Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies |
| JP2009133089A (en) * | 2007-11-29 | 2009-06-18 | Verita:Kk | Form connecting device |
| JP2014133973A (en) * | 2013-01-08 | 2014-07-24 | Masayasu Mifuji | Framework construction method of decorative driving form of solid wood |
-
2016
- 2016-04-09 JP JP2016078519A patent/JP6209306B2/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB272033A (en) * | 1926-06-04 | 1927-06-09 | Arthur Robert Mullenger | Improvements relating to walls for buildings, or other structures |
| JPH09137536A (en) * | 1995-11-10 | 1997-05-27 | Okamura Kasei Kk | Form for placing concrete |
| JPH09235878A (en) * | 1996-03-01 | 1997-09-09 | Tohoku Shizai Kogyo Kk | Wall constructing separator |
| JPH09296549A (en) * | 1996-04-30 | 1997-11-18 | Tohoku Shizai Kogyo Kk | Separator for building wall, and concrete form structure using it |
| JPH1122110A (en) * | 1997-07-03 | 1999-01-26 | Yoyama Kogyosho:Kk | Support device for reinforcement |
| JP3053678U (en) * | 1998-04-30 | 1998-11-04 | 株式会社ユハラコーポレーション | Rebar support spacer |
| JP2000192662A (en) * | 1998-12-24 | 2000-07-11 | Kumagai Gumi Co Ltd | Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies |
| JP2009133089A (en) * | 2007-11-29 | 2009-06-18 | Verita:Kk | Form connecting device |
| JP2014133973A (en) * | 2013-01-08 | 2014-07-24 | Masayasu Mifuji | Framework construction method of decorative driving form of solid wood |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019210676A (en) * | 2018-06-04 | 2019-12-12 | コーリョー建販株式会社 | Aperture reinforcing member |
| JP7092340B2 (en) | 2018-06-04 | 2022-06-28 | コーリョー建販株式会社 | Fenestra reinforcement |
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