JP2016003439A - Method for fixing metal fixture on reinforcement - Google Patents

Method for fixing metal fixture on reinforcement Download PDF

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JP2016003439A
JP2016003439A JP2014122077A JP2014122077A JP2016003439A JP 2016003439 A JP2016003439 A JP 2016003439A JP 2014122077 A JP2014122077 A JP 2014122077A JP 2014122077 A JP2014122077 A JP 2014122077A JP 2016003439 A JP2016003439 A JP 2016003439A
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pin
reinforcing bar
hole
fixing
base
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JP6371595B2 (en
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勝通 伊藤
Masamichi Ito
勝通 伊藤
康晴 阿部
Yasuharu Abe
康晴 阿部
隆臣 後藤
Takaomi Goto
隆臣 後藤
智弘 足立
Toshihiro Adachi
智弘 足立
耕輔 古市
Kosuke Furuichi
耕輔 古市
山野辺 慎一
Shinichi Yamanobe
慎一 山野辺
直樹 曽我部
Naoki Sogabe
直樹 曽我部
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Kajima Corp
Tokyo Tekko Co Ltd
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Kajima Corp
Tokyo Tekko Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To enable confirmation of an insertion length of a screw reinforcement into a metal fixture, when the metal fixture is fixed on the screw reinforcement.SOLUTION: A metal fixture 10 includes a tube part 11 into which an end of a screw reinforcement 20 is screwed, a base 12 that closes an end of the tube part 11 and has a hole 13a that leads to an inner space of the tube part 11, and a flange part 14 protruding outward in a radial direction from an outer periphery of the tube part, and is screwed onto the screw reinforcement 20 for fixing. The tube part 11 is screwed onto the screw reinforcement 20 while inserting a pin 15 into the hole 13a in a way that allows movement in an axial direction of the hole 13a, the pin 15 having a length greater than the thickness of the base 12. An end of the screwed screw reinforcement 20 pushes the pin 15 inside the tube part 11, causing the pin 15 to protrude from the base 12 and allowing visual confirmation of the insertion length of the screw reinforcement 20.

Description

本発明は、定着金物への鉄筋の挿入長さを確認可能な、定着金物を鉄筋に固定する方法に関する。   The present invention relates to a method for fixing a fixing hardware to a reinforcing bar, in which the insertion length of the reinforcing bar into the fixing hardware can be confirmed.

例えば鉄筋コンクリート建造物の梁において、水平方向に延びる主筋の端部は、柱との交差部に位置する。この主筋の端部を、この交差部においてコンクリートに定着させるために、従来種々の工夫がなされているが、その一例が、特許文献1に開示されている。   For example, in the beam of a reinforced concrete building, the end of the main bar extending in the horizontal direction is located at the intersection with the column. In order to fix the ends of the main bars to the concrete at the intersections, various devices have been conventionally made. One example is disclosed in Patent Document 1.

特許文献1では、図7に示すように、主筋としてねじ鉄筋20を用い、このねじ鉄筋20の端部に定着金物100を取り付けている。図7に示すように、この定着金物100は、ねじ鉄筋20の端部が螺合される筒部101と、この筒部101の一端を塞ぐとともに筒部101の内部空間に連なる孔102aを有するベース102と、筒部101の外周から径方向、外方向に張り出す鍔部103とを備えている。この定着金物100をねじ鉄筋20に螺合して固定している。筒部101の内周には雌ねじ部101aが形成されており、ねじ鉄筋20の端部に螺合されるようになっている。ねじ鉄筋20の端部が定着金物100の終端に至るまで、定着金物100をねじ鉄筋20に螺合する。その後、孔102aからグラウトを注入し、定着金物100とねじ鉄筋20の隙間にグラウトを充填する。このように定着金物10をねじ鉄筋20に取り付けた状態で、コンクリートを打設する。コンクリート中に埋められた定着金物100の鍔部103が、ねじ鉄筋20の軸方向の力に対する抵抗となり、ねじ鉄筋20の定着を助けている。   In Patent Document 1, as shown in FIG. 7, a screw reinforcing bar 20 is used as a main reinforcing bar, and a fixing hardware 100 is attached to an end portion of the screw reinforcing bar 20. As shown in FIG. 7, the fixing hardware 100 has a cylindrical portion 101 to which an end portion of the screw rebar 20 is screwed, and a hole 102 a that closes one end of the cylindrical portion 101 and continues to the internal space of the cylindrical portion 101. A base 102 and a flange 103 projecting radially and outwardly from the outer periphery of the cylindrical portion 101 are provided. The fixing hardware 100 is screwed and fixed to the screw rebar 20. A female screw portion 101 a is formed on the inner periphery of the tube portion 101, and is screwed into the end portion of the screw rebar 20. The fixing metal 100 is screwed into the screw reinforcing bar 20 until the end of the screw reinforcing bar 20 reaches the end of the fixing metal 100. After that, grout is injected from the hole 102 a and the grout is filled in the gap between the fixing hardware 100 and the screw rebar 20. In this manner, concrete is placed with the fixing hardware 10 attached to the screw rebar 20. The flange portion 103 of the fixing hardware 100 embedded in the concrete serves as a resistance against the axial force of the screw rebar 20 and helps fix the screw rebar 20.

ねじ鉄筋20のコンクリートへの定着強度を高めるためには、定着金物100がねじ鉄筋20から引き抜けることがないよう、定着金物100をねじ鉄筋20に十分に螺合し、必要な螺合強度が確保されている必要がある。   In order to increase the fixing strength of the screw rebar 20 to the concrete, the fixing metal 100 is sufficiently screwed into the screw rebar 20 so that the fixing metal 100 is not pulled out of the screw rebar 20 to ensure the necessary screwing strength. Need to be.

一端が閉塞された上記構成の定着金物100にねじ鉄筋20が挿入された場合、筒部101の内部が見えず、ねじ鉄筋20の挿入長さを外観から確認することが出来ない。そのため、ねじ鉄筋20の挿入長さを確認する場合、ベース102の孔102aから筒部11の内部を覗きこんでいた。あるいは、予めねじ鉄筋20に、必要なねじ込み長を表示しておく等の配慮が要求された。例えば、ねじ鉄筋20の端部から離れた位置の外周に塗装等により長手方向に延びるマーキングを施していた。   When the screw rebar 20 is inserted into the fixing hardware 100 having the above-described configuration with one end closed, the inside of the cylinder portion 101 cannot be seen, and the insertion length of the screw rebar 20 cannot be confirmed from the appearance. Therefore, when confirming the insertion length of the screw rebar 20, the inside of the cylindrical portion 11 was looked into from the hole 102 a of the base 102. Alternatively, considerations such as displaying a necessary screwing length on the screw rebar 20 in advance are required. For example, a marking extending in the longitudinal direction is applied to the outer periphery at a position away from the end of the screw rebar 20 by painting or the like.

特許2662150号公報Japanese Patent No. 2662150

上述のように、従来では、ねじ鉄筋20の挿入長さの確認のために、ベース102の孔102aから筒部11の内部を覗きこんだり、予めねじ鉄筋20にマーキングを施したりしている。しかし、筒部11の内部は暗くねじ鉄筋20の挿入長さの確認に手間取り、予めマーキングを施す作業は、治具等を用いて塗料を決められた箇所に正確に塗布したり吹き付けたりしなければならず、多くの人手を必要とし、非常に面倒であった。   As described above, conventionally, in order to confirm the insertion length of the screw rebar 20, the inside of the cylindrical portion 11 is looked into from the hole 102 a of the base 102, or the screw rebar 20 is marked in advance. However, the inside of the cylinder portion 11 is dark, and it takes time to confirm the insertion length of the threaded reinforcing bar 20, and the work of pre-marking must be applied or sprayed accurately on a predetermined place using a jig or the like. It needed a lot of manpower and was very cumbersome.

本発明は、上記課題を解決したもので、鉄筋の端部が螺合される筒部と、上記筒部の一端を塞ぐとともに上記筒部の内部空間に連なる孔を有するベースと、上記筒部の外周から径方向、外方向に張り出す鍔部と、を備えた定着金物を、鉄筋に螺合して固定する方法であって、上記ベースの厚み以上の長さのピンを用意し、このピンを上記孔内に、上記孔の軸方向に移動可能に挿通した状態で、上記筒部を鉄筋に螺合し、螺合された鉄筋の端部が上記筒部内で上記ピンを押すことにより、上記ピンを上記ベースから突出させ、鉄筋の挿入長さを目視確認可能にすることを特徴とする。   The present invention solves the above-described problem, and includes a cylindrical portion in which an end portion of a reinforcing bar is screwed, a base that closes one end of the cylindrical portion and that is continuous with an internal space of the cylindrical portion, and the cylindrical portion A fixing metal fitting having a flange projecting radially and outwardly from the outer periphery of the screw is fixed to the reinforcing bar by screwing, and a pin having a length longer than the thickness of the base is prepared. With the pin inserted into the hole so as to be movable in the axial direction of the hole, the cylindrical part is screwed into the reinforcing bar, and the end of the screwed reinforcing bar pushes the pin within the cylindrical part. The pin is protruded from the base, and the insertion length of the reinforcing bar can be visually confirmed.

上記方法によれば、定着金物を鉄筋に螺合して固定する際、鉄筋の挿入長さをベースの孔から突出したピンで確認することができるので、定着金物と鉄筋との螺合強度を引き抜けることのないレベルで得ることができる。   According to the above method, when the fixing hardware is screwed and fixed to the reinforcing bar, the insertion length of the reinforcing bar can be confirmed with the pin protruding from the hole of the base, so that the screwing strength between the fixing hardware and the reinforcing bar can be determined. It can be obtained at a level that does not pull out.

好ましくは、上記ピンは、両端が開口した筒形状をなし、上記螺合完了後に、上記ピンが上記ベースの孔に挿通された状態で、上記ピンの一端からグラウトを注入し、上記定着金物と上記鉄筋の隙間にグラウトを充填する。   Preferably, the pin has a cylindrical shape with both ends opened, and after the screwing is completed, the pin is inserted into the hole of the base, and grout is injected from one end of the pin, Fill the gap between the reinforcing bars with grout.

上記方法によれば、鉄筋の挿入長さの確認に用いたピンをグラウトの注入口として使用することができる。鉄筋の挿入長さを確認しつつグラウト注入ができる。   According to the above method, the pin used for confirming the insertion length of the reinforcing bar can be used as a grout inlet. Grout injection is possible while checking the insertion length of the reinforcing bars.

好ましくは、上記螺合完了後に、上記ベースから突出した上記ピンを引き抜いて、上記孔からグラウトを注入し、上記定着金物と上記鉄筋の隙間にグラウトを充填する。
上記方法によれば、上記ベースの上記孔をグラウトの注入口として使用することができる。
Preferably, after the screwing is completed, the pin protruding from the base is pulled out, grout is injected from the hole, and the gap between the fixing metal and the reinforcing bar is filled with grout.
According to the above method, the hole of the base can be used as a grout inlet.

本発明の他の態様は、鉄筋挿入長さ確認用ピンであって、上記方法で用いられる上記ピンにおいて、他端周壁にグラウトを通す切欠きが形成されている。
上記ピンによれば、上記切欠きはグラウトの流路となり、グラウトは確実に上記定着金物と上記鉄筋の隙間に充填される。
Another aspect of the present invention is a reinforcing bar insertion length confirmation pin, in the pin used in the above method, a notch through which a grout is passed is formed in the peripheral wall at the other end.
According to the pin, the notch becomes a grout flow path, and the grout is surely filled in the gap between the fixing metal and the reinforcing bar.

本発明の他の態様は、鉄筋挿入長さ確認用ピンであって、上記方法で用いられる上記ピンにおいて、外周から径方向、外方向に張り出す抜け止め用突部を有し、上記突部の径は、上記孔の径より大きい。
上記ピンによれば、上記突部により上記ピンが上記孔から抜け落ちることを防止できる。
Another aspect of the present invention is a reinforcing bar insertion length confirmation pin, wherein the pin used in the above method has a retaining protrusion projecting radially outward from the outer periphery, and the projecting section. Is larger than the diameter of the hole.
According to the pin, the protrusion can prevent the pin from falling out of the hole.

本発明によれば、定着金物とねじ鉄筋との固定において、定着金物へのねじ鉄筋の挿入長さを確認できるので、定着金物がねじ鉄筋から引き抜けることのないレベルの螺合強度を得ることができる。ひいては、コンクリート内でのねじ鉄筋の定着強度を高めることができる。   According to the present invention, since the insertion length of the screw rebar to the fixing metal can be confirmed in fixing the fixing metal to the screw rebar, it is possible to obtain a screwing strength at a level at which the fixing metal does not pull out from the screw rebar. it can. As a result, the fixing strength of the screw reinforcement in the concrete can be increased.

本発明の第1実施形態を示す断面図であり、ねじ鉄筋の挿入長さが不足した状態を示す。It is sectional drawing which shows 1st Embodiment of this invention, and shows the state which the insertion length of the screw reinforcement was insufficient. 同断面図であり、ねじ鉄筋の挿入長さが満足した状態を示す。It is the same sectional drawing and shows the state where the insertion length of the screw reinforcement was satisfied. 第2実施形態に用いられているピンの縦断面図であり、定着金物の孔に挿入された状態を示す。It is a longitudinal cross-sectional view of the pin used for 2nd Embodiment, and shows the state inserted in the hole of the fixing metal object. 同実施形態を示す断面図であり、ねじ鉄筋の挿入長さが満足した状態を示す。It is sectional drawing which shows the same embodiment, and shows the state which the insertion length of the screw reinforcement was satisfied. 第3実施形態に用いられているピンの縦断面図であり、定着金物の孔に挿入された状態を示し、(A)は一方の端部に突部が形成されたピン、(B)は一方の端部に突部が形成され他方の端部にプレス部が形成されたピンをそれぞれ示す。It is a longitudinal cross-sectional view of the pin used for 3rd Embodiment, and shows the state inserted in the hole of the fixing metal, (A) is a pin with a protrusion formed on one end, and (B) is A pin having a protrusion formed at one end and a press portion formed at the other end is shown. 第3実施形態の変形例に用いられているピンの縦断面図であり、定着金物の孔に挿入された状態を示す。It is a longitudinal cross-sectional view of the pin used for the modification of 3rd Embodiment, and shows the state inserted in the hole of the fixing metal object. 従来の定着金物をねじ鉄筋の端部に装着した状態で示す断面図である。It is sectional drawing shown in the state with which the conventional fixing metal fitting was mounted | worn with the edge part of the screw reinforcement.

以下、本発明の第1実施形態について、図1及び図2を参照しながら説明する。図1、図2は、この発明に係る定着金物を鉄筋に固定する方法の一例を示す。図1に示すように、この方法において、ねじ鉄筋20、定着金物10及びピン15が用意される。   Hereinafter, a first embodiment of the present invention will be described with reference to FIGS. 1 and 2. 1 and 2 show an example of a method for fixing a fixing hardware according to the present invention to a reinforcing bar. As shown in FIG. 1, in this method, a screw rebar 20, a fixing hardware 10 and a pin 15 are prepared.

ねじ鉄筋20の外周には、雄ねじ部21が形成されている。また、ねじ鉄筋20の外周には、径方向に対峙する2ケ所に雄ねじ部21が形成され、これら雄ねじ部21に挟まれるようにして、一対の平坦な面部が形成されてもよい。   A male screw portion 21 is formed on the outer periphery of the screw rebar 20. Further, on the outer periphery of the screw rebar 20, male screw portions 21 may be formed at two locations facing each other in the radial direction, and a pair of flat surface portions may be formed so as to be sandwiched between the male screw portions 21.

定着金物10は鋳物からなり、図7に示す従来の定着金物100と同様に、筒部11と、この筒部11の一端に設けられたベース12とを備えている。   The fixing metal 10 is made of a casting, and includes a cylindrical portion 11 and a base 12 provided at one end of the cylindrical portion 11 as in the conventional fixing metal 100 shown in FIG.

上記筒部11の外周は六角形状をなしており、スパナ等の治具が掛けられるようになっている。筒部11の内周には雌ねじ部11aが形成されている。上記ベース12は円板形状をなしており、筒部11と同心をなして一体に設けられている。ベース12は、筒部11から径方向,内方向に延びる部分が閉塞部13として提供され、筒部11から径方向,外方向に延びる部分が鍔部14として提供されている。閉塞部13の中央には、孔13aが形成されている。   The outer periphery of the cylindrical portion 11 has a hexagonal shape so that a jig such as a spanner can be hung. A female screw portion 11 a is formed on the inner periphery of the cylindrical portion 11. The base 12 has a disk shape and is provided concentrically with the cylindrical portion 11. In the base 12, a portion extending in the radial direction and the inward direction from the cylindrical portion 11 is provided as the closing portion 13, and a portion extending from the cylindrical portion 11 in the radial direction and the outward direction is provided as the flange portion 14. A hole 13 a is formed at the center of the blocking portion 13.

筒部11の内部空間側の閉塞部13には、凹部31が形成されている。凹部31の径はねじ鉄筋20の雄ねじ部21の谷径より小さい。ねじ鉄筋20の端面が閉塞部13に突き当たっても、ねじ鉄筋20の端面と閉塞部13との間には隙間30が形成される。隙間30は、後述するようにグラウトの流路となるので、ねじ鉄筋20の雄ねじ部21と筒部11の雌ねじ部11aとの間のクリアランスと同程度以上にするのがよい。
上記構成の定着金物10は、ねじ鉄筋20の端部に取り付けられる。
A recessed portion 31 is formed in the closed portion 13 on the inner space side of the cylindrical portion 11. The diameter of the recess 31 is smaller than the valley diameter of the male thread portion 21 of the screw rebar 20. Even when the end surface of the screw rebar 20 abuts against the closed portion 13, a gap 30 is formed between the end surface of the screw rebar 20 and the closed portion 13. Since the gap 30 serves as a grout flow path as will be described later, it is preferable that the clearance 30 be equal to or greater than the clearance between the male threaded portion 21 of the screw rebar 20 and the female threaded portion 11a of the cylindrical portion 11.
The fixing hardware 10 having the above configuration is attached to the end of the screw rebar 20.

ピン15は、円筒形状をなしており、ピン15の外周の形状及び大きさは、孔13aの内周の形状及び大きさに対応し、ピン15は孔13a内で軸方向に移動可能である。ピン15の軸方向長さDは、閉塞部13の厚みDより長い。筒部11の内部空間で、閉塞部13の端面から、定着金物10の引き抜け防止に必要な螺合強度が得られる位置までの距離をDとすると、ピン15の長さDは、閉塞部13の厚みDと距離Dとの和以下である。即ち、D、D及びDには、次の関係がある。
<D≦D+D・・・(1)
The pin 15 has a cylindrical shape, and the shape and size of the outer periphery of the pin 15 corresponds to the shape and size of the inner periphery of the hole 13a, and the pin 15 is movable in the axial direction within the hole 13a. . The axial length D 0 of the pin 15 is longer than the thickness D 1 of the closing portion 13. In the inner space of the cylindrical portion 11, from the end surface of the closure portion 13, the distance to the position where the withdrawn screwed strength necessary to prevent the fixing hardware 10 is obtained when the D 2, the length D 0 of the pin 15, occlusion 13 is more than the sum of the thickness D 1 and the distance D 2 of. That is, D 0 , D 1 and D 2 have the following relationship.
D 1 <D 0 ≦ D 1 + D 2 (1)

図1に示すように、定着金物10をねじ鉄筋20に固定するに際し、ピン15は、一端をベース12表面に合わせ、他端を筒部11の内部空間に突出させるようにして、ベース12の孔13a内に挿通される。   As shown in FIG. 1, when fixing the fixing hardware 10 to the threaded reinforcing bar 20, the pin 15 has one end aligned with the surface of the base 12 and the other end protruding into the internal space of the cylindrical portion 11. It is inserted into the hole 13a.

孔13aにピン15が挿通された定着金物10をねじ鉄筋20に固定するため、定着金物10の開口11bはねじ鉄筋20の端部に取り付けられる。上記定着金物10の筒部11をねじ鉄筋20の端部に螺合させ、治具を用いて定着金物10を締め付ける。図1は、定着金物10の引き抜け防止に必要な螺合強度が得られる深さまで、ねじ鉄筋が挿入されていない状態を示している。   In order to fix the fixing metal 10 with the pin 15 inserted through the hole 13 a to the screw rebar 20, the opening 11 b of the fixing metal 10 is attached to the end of the screw rebar 20. The cylindrical portion 11 of the fixing metal 10 is screwed into the end of the screw rebar 20 and the fixing metal 10 is tightened using a jig. FIG. 1 shows a state in which the screw rebar is not inserted to a depth at which the screwing strength necessary for preventing the fixing metal 10 from being pulled out is obtained.

定着金物10とねじ鉄筋20との必要な螺合強度が得られる深さまでねじ鉄筋20が筒部11内に挿入されると、筒部11の内部空間に突出したピン15の端部に、ねじ鉄筋20の端面が当たる。さらに定着金物10を締め付けると、図2に示すように、螺合された鉄筋20の端部が筒部11内でピン15を押すことにより、ピン15の一端は、閉塞部13の孔13aから定着金物10の外側に突出する。図2は、定着金物10の引き抜け防止に必要な螺合強度が得られる深さまで、ねじ鉄筋が挿入されている状態を示している。   When the screw rebar 20 is inserted into the cylindrical portion 11 to a depth at which a necessary screwing strength between the fixing metal 10 and the screw rebar 20 is obtained, the screw 15 is inserted into the end portion of the pin 15 protruding into the internal space of the cylindrical portion 11. The end face of the reinforcing bar 20 hits. When the fixing hardware 10 is further tightened, as shown in FIG. 2, the end of the screwed rebar 20 pushes the pin 15 within the cylindrical portion 11, so that one end of the pin 15 is removed from the hole 13 a of the closing portion 13. It protrudes outside the fixing hardware 10. FIG. 2 shows a state in which the screw rebar is inserted to a depth at which the screwing strength necessary for preventing the fixing hardware 10 from being pulled out is obtained.

ベース12表面からピン15の一端が突出していれば、必要な螺合強度が得られる深さまで、ねじ鉄筋20が定着金物10内に挿入されたことになる。突出したピン15により目視でねじ鉄筋20の挿入長さを確認することができる。   If one end of the pin 15 protrudes from the surface of the base 12, the screw rebar 20 is inserted into the fixing hardware 10 to a depth where a necessary screwing strength can be obtained. The insertion length of the screw rebar 20 can be confirmed visually by the protruding pin 15.

さらに、この突出したピン15の一端を定着金物10内に指で押して、ピン15の他端がねじ鉄筋20の端面に突き当たり移動しなければ、ねじ鉄筋20が、必要な螺合強度が得られる深さまで定着金物10内に挿入されたことの確認となる。即ち、ピン15の一端を触ってねじ鉄筋20の挿入長さの検証をすることができる。   Furthermore, if one end of the projecting pin 15 is pushed into the fixing metal 10 with a finger and the other end of the pin 15 does not abut against the end surface of the threaded reinforcing bar 20, the threaded reinforcing bar 20 can obtain a necessary screwing strength. It is confirmed that it has been inserted into the fixing hardware 10 to the depth. That is, the insertion length of the screw rebar 20 can be verified by touching one end of the pin 15.

本実施形態では、定着金物10からピン15が突出することで、ねじ鉄筋20の挿入長さを分かり易く確認することができる。突出したピン15を押し戻すことでその挿入長さの検証ができる。即ち、視覚による確認及び触覚による検証が可能であり、高い信頼性をもってねじ鉄筋20の挿入長さを知ることができる。   In the present embodiment, since the pin 15 protrudes from the fixing hardware 10, the insertion length of the screw rebar 20 can be easily confirmed. The insertion length can be verified by pushing back the protruding pin 15. That is, visual confirmation and tactile verification are possible, and the insertion length of the screw rebar 20 can be known with high reliability.

上記螺合状態で、ベース12から突出したピン15を孔13aから取り外して、定着金物10のベース12の孔13aから、グラウト(具体的にはセメントミルクやエポキシ樹脂等)を注入する。注入されたグラウトは、上記ねじ鉄筋20の端面と定着金物10の閉塞部13との間の隙間30を通る。隙間30から、ねじ鉄筋20の外周と定着金物10の筒部11の内周との間のクリアランスに至る経路が確保されているので、グラウトはこのクリアランスに確実に充填される。したがって、定着金物10とねじ鉄筋20との螺合強度がより向上する。   In the screwed state, the pin 15 protruding from the base 12 is removed from the hole 13a, and grout (specifically cement milk, epoxy resin, etc.) is injected from the hole 13a of the base 12 of the fixing hardware 10. The injected grout passes through a gap 30 between the end face of the screw rebar 20 and the closing portion 13 of the fixing hardware 10. Since a path from the gap 30 to the clearance between the outer periphery of the screw rebar 20 and the inner periphery of the cylindrical portion 11 of the fixing hardware 10 is secured, the grout is reliably filled in this clearance. Therefore, the screwing strength between the fixing hardware 10 and the screw rebar 20 is further improved.

上記定着金物10をねじ鉄筋20に取り付けた状態で、コンクリートが打設される。定着金物10の鍔部14が、ねじ鉄筋20の軸方向の引っ張り力に対する抵抗となるので、ねじ鉄筋20のコンクリートへの良好な定着が可能となる。定着金物10とねじ鉄筋20とは引き抜け防止に必要な螺合強度で固定されているので、ねじ鉄筋20が引っ張られても定着金物10が引き抜けることはない。また、上述したように定着金物10とねじ鉄筋20の連結がグラウトにより強固となるので、ねじ鉄筋20のコンクリートへの定着強度をさらに向上させることができる。   Concrete is placed in a state where the fixing hardware 10 is attached to the screw rebar 20. Since the flange 14 of the fixing hardware 10 becomes a resistance against the tensile force in the axial direction of the screw rebar 20, the screw rebar 20 can be well fixed to the concrete. Since the fixing metal 10 and the screw rebar 20 are fixed at a screwing strength necessary for preventing pull-out, the fixing metal 10 is not pulled out even if the screw rebar 20 is pulled. Further, as described above, since the connection between the fixing hardware 10 and the screw rebar 20 is strengthened by the grout, the fixing strength of the screw rebar 20 to the concrete can be further improved.

次に、本発明の他の実施形態について説明する。これら実施形態において、第1実施形態に対応する構成部には、図中同番号を付してその詳細な説明を省略する。図3,図4に示す第2実施形態では、ピンを、鉄筋の挿入長さの確認に使用するとともにグラウトの注入口として使用するものである。図3に示すように、ピン15は、筒形状で両端に開口50、51を有している。また、ピン15の端部の周壁に切欠き52が形成されている。   Next, another embodiment of the present invention will be described. In these embodiments, components corresponding to those in the first embodiment are denoted by the same reference numerals in the drawings, and detailed description thereof is omitted. In the second embodiment shown in FIGS. 3 and 4, the pin is used for confirming the insertion length of the reinforcing bar and is used as a grout inlet. As shown in FIG. 3, the pin 15 is cylindrical and has openings 50 and 51 at both ends. A notch 52 is formed in the peripheral wall at the end of the pin 15.

本実施形態では定着金物10を鉄筋20に固定するに際し、ピン15をベース12の孔13a内に挿通する時に、ピン15の一端をベース12表面に合わせ、切欠き52が形成された他端を筒部11の内部空間に突出させる。   In this embodiment, when fixing the fixing metal 10 to the reinforcing bar 20, when the pin 15 is inserted into the hole 13 a of the base 12, one end of the pin 15 is aligned with the surface of the base 12, and the other end where the notch 52 is formed is used. It protrudes into the internal space of the cylinder part 11.

上述したように、必要な螺合強度が得られる深さ以上に、ねじ鉄筋20が定着金物10内に挿入されると、図4に示すように、ベース12表面からピン15の一端が突出する。定着金物10とねじ鉄筋20の螺合が完了した状態で、この突出したピン15の開口50からグラウトを注入する。注入されたグラウトは、ピン15の内部を通り、切欠き52及び開口51から閉塞部13とねじ鉄筋20との間の隙間30を通り、ねじ鉄筋20の外周と定着金物10の筒部11の内周との間のクリアランスに充填される。   As described above, when the screw rebar 20 is inserted into the fixing hardware 10 beyond the depth at which the necessary screwing strength is obtained, one end of the pin 15 protrudes from the surface of the base 12 as shown in FIG. . In the state where the fixing metal 10 and the screw rebar 20 are screwed together, grout is injected from the opening 50 of the protruding pin 15. The injected grout passes through the pin 15, passes through the notch 52 and the opening 51, passes through the gap 30 between the closed portion 13 and the screw rebar 20, and the outer periphery of the screw rebar 20 and the cylindrical portion 11 of the fixing hardware 10. The clearance between the inner circumference is filled.

本実施形態では、ねじ鉄筋20の挿入長さの確認に使用したピン15を抜かないで、ピン15を注入口として使用するので、ねじ鉄筋20が、必要な螺合強度が得られる深さまで定着金物10内に挿入されていることを目視確認しつつ、グラウトを注入することができる。   In this embodiment, the pin 15 used for confirming the insertion length of the screw rebar 20 is not pulled out, and the pin 15 is used as an injection port. Therefore, the screw rebar 20 is fixed to a depth at which a necessary screwing strength can be obtained. The grout can be injected while visually confirming that it is inserted into the hardware 10.

ピン15の開口51のみならず切欠き52がグラウトの流路となるので、グラウトをねじ鉄筋20の外周と定着金物10の筒部11の内周との間のクリアランスに確実に充填することができる。   Not only the opening 51 of the pin 15 but also the notch 52 serves as a grout flow path, so that the grout can be reliably filled into the clearance between the outer periphery of the screw rebar 20 and the inner periphery of the cylindrical portion 11 of the fixing hardware 10. it can.

次に、第3実施形態について説明する。図5に示す第3実施形態では、ピンに抜け落ち防止用の突部を設けたものである。図5(A)に示すように、ピン15は、筒形状で両端に開口50、51を有している。ピン15の一方の端部の周壁に切欠き52が形成されている。また、ピン15の一方の端部に、その外周から径方向、外方向に張り出す突部53が形成されている。突部53の径Dは、孔13aの径Dより大きい。 Next, a third embodiment will be described. In the third embodiment shown in FIG. 5, the pin is provided with a protrusion for preventing falling off. As shown in FIG. 5A, the pin 15 has a cylindrical shape and has openings 50 and 51 at both ends. A notch 52 is formed in the peripheral wall at one end of the pin 15. Further, a protrusion 53 is formed at one end of the pin 15 so as to project radially and outwardly from the outer periphery thereof. Diameter D 4 of the projection 53 is larger than the diameter D 3 of the hole 13a.

本実施形態では定着金物10をねじ鉄筋20に固定するに際し、ピン15を孔13a内に挿通する時に、突部53が形成されていないピン15の一端を、筒部11の内部空間から孔13a内に挿通し、ベース12表面に合わせる。   In this embodiment, when fixing the fixing metal 10 to the screw rebar 20, when the pin 15 is inserted into the hole 13 a, one end of the pin 15 on which the protrusion 53 is not formed is connected to the hole 13 a from the internal space of the cylinder portion 11. Insert it into the base 12 and adjust it to the surface of the base 12.

ピン15が定着金物10の外方向に移動しても、突部53が閉塞部13の凹部31に当たり、ピン15が定着金物10の外側(筒部11の内部空間の反対側)に抜け落ちることを防止できる。   Even if the pin 15 moves in the outward direction of the fixing hardware 10, the protrusion 53 hits the concave portion 31 of the closing portion 13, and the pin 15 falls off to the outside of the fixing hardware 10 (opposite the internal space of the cylinder portion 11). Can be prevented.

また、図5(B)に示すように、ピン15を可塑性を有する金属又は樹脂等の材料から形成するとともに、ピン15の突部53と定着金物10の凹部31との間にコイルばね16を設けてもよい。このピン15を孔13a内に挿通する時に、突部53が形成されていないピン15の一端をコイルばね16に挿通するとともに、筒部11の内部空間から孔13a内に挿通し、ベース12表面から僅かに突出させる。この突出したピン15の一端を軽く押し潰すことにより、プレス部54を形成してもよい。プレス部54の幅Dは、孔13aの径Dより大きい。ピン15が筒部11の内部空間側に移動しても、プレス部54が閉塞部13に当たり、ピン15の移動が阻止される。したがって、ピン15が、定着金物10の外側だけでなく筒部11の内部空間側にも抜け落ちることがない。 Further, as shown in FIG. 5B, the pin 15 is formed from a material such as a plastic metal or resin, and the coil spring 16 is provided between the protrusion 53 of the pin 15 and the recess 31 of the fixing hardware 10. It may be provided. When the pin 15 is inserted into the hole 13a, one end of the pin 15 on which the protrusion 53 is not formed is inserted into the coil spring 16 and from the internal space of the cylindrical portion 11 into the hole 13a. Project slightly from The press portion 54 may be formed by lightly crushing one end of the protruding pin 15. Width D 5 of the press portion 54 is larger than the diameter D 3 of the hole 13a. Even if the pin 15 moves to the inner space side of the cylindrical portion 11, the press portion 54 hits the closing portion 13 and the movement of the pin 15 is prevented. Therefore, the pin 15 does not fall out not only on the outside of the fixing hardware 10 but also on the inner space side of the cylindrical portion 11.

コイルばね16は、その一端が凹部31に突き当たる一方、他端が突部53に突き当たっており、ピン15を筒部11の内部空間方向に付勢している。ねじ鉄筋20の螺合に伴いピン15が定着金物10の外方向に押し出されるが、ピン15が同方向にさらに移動してもコイルばね16の付勢力により元の位置に押し戻される。したがって、突出したピン15を指で押してねじ鉄筋20の挿入長さを検証することなく、突出したピン15の目視のみで、挿入長さを確認することができる。
上述したように、定着金物10とねじ鉄筋20の螺合完了後、開口50からグラウトが注入される。
One end of the coil spring 16 abuts against the recess 31, while the other end abuts against the projection 53, and urges the pin 15 toward the internal space of the cylinder portion 11. As the screw rebar 20 is screwed, the pin 15 is pushed out of the fixing hardware 10. However, even if the pin 15 further moves in the same direction, it is pushed back to the original position by the biasing force of the coil spring 16. Therefore, the insertion length can be confirmed only by visual observation of the protruding pin 15 without verifying the insertion length of the screw rebar 20 by pushing the protruding pin 15 with a finger.
As described above, grout is injected from the opening 50 after the fixing metal 10 and the screw rebar 20 are screwed together.

本実施形態では、ねじ鉄筋20の挿入長さを目視確認しつつグラウトをその流路を確保して確実に注入することができ、しかもピン15が定着金物10から抜け落ちることもない。   In the present embodiment, the grout can be reliably injected while ensuring the flow path while visually confirming the insertion length of the screw rebar 20, and the pin 15 does not fall out of the fixing hardware 10.

本発明は、上記実施形態に制約されず、種々の態様を採用することができる。
第2実施形態で中空のピン15をグラウト注入口として使用したが、ねじ鉄筋20の挿入長さ確認後に、ピン15を孔13aから取り外して、ベース12の孔13aからグラウトを注入してもよい。
第3実施形態で突部53をピン15の端部に形成したが、図6に示すように、端部から距離を置いた外周、例えば、切欠き52の頂点付近から径方向、外方向に張り出させて突部53を形成してもよい。
切欠き53は複数形成してもよい。複数形成された切欠きをピン15の周壁に放射状に配置すれば、グラウトをむらなく充填することができる。
鉄筋としてねじ鉄筋20を用いたが、ねじ鉄筋20でなくてもよい。
The present invention is not limited to the above embodiment, and various aspects can be adopted.
In the second embodiment, the hollow pin 15 is used as the grout injection port. However, after confirming the insertion length of the screw rebar 20, the pin 15 may be removed from the hole 13 a and the grout may be injected from the hole 13 a of the base 12. .
In the third embodiment, the protrusion 53 is formed at the end of the pin 15, but as shown in FIG. 6, the outer periphery at a distance from the end, for example, from the vicinity of the apex of the notch 52 in the radial direction and outward direction. The protrusion 53 may be formed by overhanging.
A plurality of notches 53 may be formed. If a plurality of cutouts are arranged radially on the peripheral wall of the pin 15, the grout can be filled evenly.
Although the threaded reinforcing bar 20 is used as the reinforcing bar, the threaded reinforcing bar 20 may not be used.

本発明は、ねじ鉄筋をコンクリートに定着させるために用いることができる。   The present invention can be used to fix screw rebars to concrete.

10 定着金物
11 筒部
12 ベース
13 閉塞部
13a 孔
14 鍔部
15 ピン
16 コイルばね16
20 ねじ鉄筋
30 ねじ鉄筋と閉塞部との間の隙間
31 凹部
50、51 開口
52 切欠き
53 突部
54 プレス部
DESCRIPTION OF SYMBOLS 10 Fixing metal object 11 Cylinder part 12 Base 13 Closure part 13a Hole 14 Gutter part 15 Pin 16 Coil spring 16
20 Screw Reinforcing Bar 30 Clearance 31 Between Screw Reinforcing Bar and Closed Portion Recess 50, 51 Opening 52 Notch 53 Projection 54 Press Part

Claims (5)

鉄筋の端部が螺合される筒部と、上記筒部の一端を塞ぐとともに上記筒部の内部空間に連なる孔を有するベースと、上記筒部の外周から径方向、外方向に張り出す鍔部と、を備えた定着金物を、鉄筋に螺合して固定する方法であって、
上記ベースの厚み以上の長さのピンを用意し、
このピンを上記孔内に、上記孔の軸方向に移動可能に挿通した状態で、上記筒部を鉄筋に螺合し、
螺合された鉄筋の端部が上記筒部内で上記ピンを押すことにより、上記ピンを上記ベースから突出させ、鉄筋の挿入長さを目視確認可能にすることを特徴とする定着金物を鉄筋に固定する方法。
A cylindrical portion to which the end of the reinforcing bar is screwed, a base that closes one end of the cylindrical portion and has a hole connected to the internal space of the cylindrical portion, and a flange that protrudes radially and outwardly from the outer periphery of the cylindrical portion A fixing hardware provided with a portion, and screwed to a reinforcing bar,
Prepare a pin longer than the thickness of the base,
In a state where this pin is inserted into the hole so as to be movable in the axial direction of the hole, the cylindrical portion is screwed to a reinforcing bar,
When the end of the screwed rebar pushes the pin inside the cylindrical portion, the pin protrudes from the base, and the insertion length of the rebar can be visually confirmed. How to fix.
上記ピンは、両端が開口した筒形状をなし、
上記螺合完了後に、上記ピンが上記ベースの孔に挿通された状態で、上記ピンの一端からグラウトを注入し、上記定着金物と上記鉄筋の隙間にグラウトを充填することを特徴とする請求項1に記載の定着金物を鉄筋に固定する方法。
The pin has a cylindrical shape with both ends open,
The grout is injected from one end of the pin in a state where the pin is inserted into the hole of the base after the screwing is completed, and the grout is filled in a gap between the fixing hardware and the reinforcing bar. A method of fixing the fixing hardware according to 1 to a reinforcing bar.
上記螺合完了後に、上記ベースから突出した上記ピンを引き抜いて、上記孔からグラウトを注入し、上記定着金物と上記鉄筋の隙間にグラウトを充填することを特徴とする請求項1に記載の定着金物を鉄筋に固定する方法。   2. The fixing according to claim 1, wherein after the screwing is completed, the pin protruding from the base is pulled out, grout is injected from the hole, and the gap between the fixing metal and the reinforcing bar is filled with grout. A method of fixing hardware to reinforcing bars. 請求項2に記載の方法で用いられる上記ピンにおいて、
他端周壁にグラウトを通す切欠きが形成されていることを特徴とする鉄筋挿入長さ確認用ピン。
In the pin used in the method of claim 2,
A reinforcing bar insertion length confirmation pin, characterized in that a grout is formed in the peripheral wall of the other end.
請求項2に記載の方法で用いられる上記ピンにおいて、
外周から径方向、外方向に張り出す抜け止め用突部を有し、上記突部の径は、上記孔の径より大きいことを特徴とする鉄筋挿入長さ確認用ピン。
In the pin used in the method of claim 2,
A reinforcing bar insertion length confirmation pin, comprising: a protrusion for preventing a protrusion projecting radially and outwardly from an outer periphery, wherein the diameter of the protrusion is larger than the diameter of the hole.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102639740B1 (en) * 2022-12-27 2024-02-22 다산기업 주식회사 Glass Fiber Reinforced Polymer Reinforcement Socket with Binding Confirmation

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Publication number Priority date Publication date Assignee Title
JPH06193269A (en) * 1992-12-25 1994-07-12 Mitsui Constr Co Ltd Reinforcement anchoring jig
JP2662150B2 (en) * 1992-06-10 1997-10-08 鹿島建設株式会社 Main bar anchoring structure
JPH1113212A (en) * 1997-06-25 1999-01-19 Tokyo Tekko Co Ltd Connecting device for screw reinforcement
WO2005100714A1 (en) * 2004-04-16 2005-10-27 Yong Keun Kim Reinforcing bar coupler

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2662150B2 (en) * 1992-06-10 1997-10-08 鹿島建設株式会社 Main bar anchoring structure
JPH06193269A (en) * 1992-12-25 1994-07-12 Mitsui Constr Co Ltd Reinforcement anchoring jig
JPH1113212A (en) * 1997-06-25 1999-01-19 Tokyo Tekko Co Ltd Connecting device for screw reinforcement
WO2005100714A1 (en) * 2004-04-16 2005-10-27 Yong Keun Kim Reinforcing bar coupler

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102639740B1 (en) * 2022-12-27 2024-02-22 다산기업 주식회사 Glass Fiber Reinforced Polymer Reinforcement Socket with Binding Confirmation

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