JP2003213841A - Anchor hardware for threaded reinforcement - Google Patents

Anchor hardware for threaded reinforcement

Info

Publication number
JP2003213841A
JP2003213841A JP2002018333A JP2002018333A JP2003213841A JP 2003213841 A JP2003213841 A JP 2003213841A JP 2002018333 A JP2002018333 A JP 2002018333A JP 2002018333 A JP2002018333 A JP 2002018333A JP 2003213841 A JP2003213841 A JP 2003213841A
Authority
JP
Japan
Prior art keywords
grout
annular groove
cylindrical part
screw rebar
screw
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002018333A
Other languages
Japanese (ja)
Other versions
JP3889283B2 (en
Inventor
Masato Koshiji
正人 越路
Yasuharu Abe
康晴 阿部
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Tekko Co Ltd
Original Assignee
Tokyo Tekko Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Tekko Co Ltd filed Critical Tokyo Tekko Co Ltd
Priority to JP2002018333A priority Critical patent/JP3889283B2/en
Publication of JP2003213841A publication Critical patent/JP2003213841A/en
Application granted granted Critical
Publication of JP3889283B2 publication Critical patent/JP3889283B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To mount an anchor hardware for anchoring a threaded reinforcement to concrete, to the threaded reinforcement while reducing the waste of grout. <P>SOLUTION: This anchor hardware 10 is provided with a cylindrical part 11 for the threaded reinforcement to pass through, and an annular collar part 12 projected radially outward from the cylindrical part 11. A filler hole 13 is formed in the center of the cylindrical part 11. An internal thread 15 screwed with the threaded reinforcement is formed on the inner periphery of the cylindrical part 11, and an annular groove 16 is formed on the inner periphery of the center of the cylindrical part 11. The annular groove 11 is continuous with the filler hole 13 and cuts off the thread ridge of the internal thread 15. When grout is filled from the filler hole 13 in the state of the anchor hardware being mounted to the threaded reinforcement, the grout comes around to the annular groove 16 and reaches both end openings 14 of the cylindrical part while filling a clearance between the cylindrical part and the threaded reinforcement form the annular groove 16. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】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られる金物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal product used for fixing screw rebar to concrete.

【0002】[0002]

【従来の技術】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
(仕口部)に位置する。この主筋の端部を、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、特開平6−57952号に開示されて
いる。
2. Description of the Related Art For example, in a beam of a reinforced concrete structure, an end portion of a main reinforcement extending in the horizontal direction is located at an intersection (portion) with a column. Various attempts have been made in the past to fix the end portion of the main bar to the concrete, but an example thereof is disclosed in JP-A-6-57952.

【0003】上記公報の図5に示す実施形態では、主筋
にねじ鉄筋を用いており、このねじ鉄筋の端部が定着金
物を貫通している。定着金物は、内周に雌ねじを有する
筒部と、この筒部の一端外周から径方向,外方向に突出
された環状の鍔部とを有している。上記筒部の中央には
注入口が形成されている。上記筒部がねじ鉄筋の端部に
螺合された状態で、この注入口から注入されたグラウト
が、上記筒部の内周とねじ鉄筋の外周との間のクリアラ
ンスに充填されて硬化することにより、定着金物がねじ
鉄筋に固定される。
In the embodiment shown in FIG. 5 of the above publication, a screw reinforcing bar is used as a main bar, and an end portion of this screw reinforcing bar penetrates a fixing metal member. The fixing hardware has a tubular portion having an internal thread on the inner periphery thereof, and an annular flange portion projecting radially outward from the outer periphery of one end of the tubular portion. An injection port is formed in the center of the cylindrical portion. In a state in which the tubular portion is screwed to the end portion of the screw rebar, the grout injected from this inlet is filled in the clearance between the inner circumference of the tubular portion and the outer circumference of the screw rebar and hardened. Thus, the fixing hardware is fixed to the screw rebar.

【0004】上記のように定着金物をねじ鉄筋の端部に
固定した状態で、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の鍔部が、ねじ鉄筋の軸方向
の力に対する抵抗となり、ねじ鉄筋の定着を助ける。
Concrete is poured in the state where the fixing hardware is fixed to the end of the screw rebar as described above. The brim of the anchoring metal embedded in the concrete serves as a resistance against the axial force of the screw rebar and helps the anchoring of the screw rebar.

【0005】[0005]

【発明が解決しようとする課題】上記構成の定着金物の
場合、ねじ鉄筋と定着金物とが螺合されているので、両
者の連結強度が高いが、次の欠点がある。注入口近傍に
おけるねじ鉄筋と定着金物の間のクリアランスの状態に
より、グラウトが定着金物とねじ鉄筋の間のクリアラン
スを満たしながら両端開口に達するまでの時間が異なる
場合がある。この場合、一端開口にグラウトが到達した
後、他端開口にグラウトが到達するまでグラウト注入を
続けざるを得ない。その結果、上記一端開口からはグラ
ウトが漏れ続けることになり、グラウトの無駄が生じる
とともに、漏れ出たグラウトを処理するのに手間がかか
った。
In the case of the fixing hardware having the above structure, since the screw rebar and the fixing hardware are screwed together, the connection strength between them is high, but there are the following drawbacks. Depending on the clearance state between the screw reinforcement and the fixing metal near the inlet, the time required for the grout to reach both openings while satisfying the clearance between the fixing metal and the screw reinforcement may differ. In this case, after the grout reaches the one end opening, the grout injection must be continued until the grout reaches the other end opening. As a result, the grout continues to leak from the one-end opening, waste of the grout occurs, and it takes time to process the leaked grout.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するた
め、本発明は、開口した両端を有するとともに内周に雌
ねじを有し、ねじ鉄筋を螺合状態で貫通させる筒部と、
この筒部から径方向,外方向に突出する環状の鍔部とを
備え、上記筒部とねじ鉄筋との間のクリアランスに充填
されるグラウトによりねじ鉄筋に固定され、当該ねじ鉄
筋をコンクリートに定着させる定着金物において、上記
筒部の中央には、上記グラウトを注入するための注入口
が形成され、上記筒部の中央の内周にはこの注入口に連
なる環状溝が形成され、グラウト注入前の状態ではこの
環状溝が上記筒部とねじ鉄筋のクリアランスを介して上
記両端開口に連なることを特徴とする。
In order to solve the above-mentioned problems, the present invention has a tubular portion having open both ends and having an internal thread on the inner periphery thereof, through which a threaded reinforcing bar is threadedly inserted.
An annular collar portion that projects radially and outwardly from the tubular portion, is fixed to the screw rebar by a grout that fills the clearance between the tubular portion and the screw rebar, and the screw rebar is fixed to concrete. In the fixing hardware to be made, an injection port for injecting the grout is formed in the center of the cylindrical part, and an annular groove continuous with the injection port is formed in the inner periphery of the center of the cylindrical part. In this state, the annular groove is connected to the opening at both ends through the clearance between the tubular portion and the screw rebar.

【0007】上記定着金物によれば、注入口から注入さ
れたグラウトは、注入口に連なる環状溝に回り込み、こ
こから筒部とねじ鉄筋との間のクリアランスを経て両端
開口に向かう。このようにグラウトが一旦環状溝に回り
込むので、注入口近傍のクリアランス条件に偏らずにグ
ラウトを供給することができ、ほぼ同時にグラウトを両
端開口に到達させることができる。そのため、グラウト
の無駄を少なくすることができ、漏出グラウト処理の手
間を軽減ないしは省くことができる。
[0007] According to the fixing hardware, the grout injected from the injection port wraps around the annular groove connected to the injection port, and goes from there to the openings at both ends through the clearance between the tubular portion and the screw rebar. Since the grout once wraps around the annular groove in this manner, the grout can be supplied without being biased by the clearance condition near the injection port, and the grout can reach the openings at both ends almost at the same time. Therefore, it is possible to reduce the waste of grout and reduce or eliminate the trouble of leak grout treatment.

【0008】上記定着金物において、上記中央の環状溝
と両端開口の中間には、中央環状溝から等距離をなす補
助環状溝を形成してもよい。この構成では、注入口から
離れた場所でグラウトの供給圧力が弱まっても、グラウ
トを定着金物の筒部とねじ鉄筋との間のクリアランスに
満遍なく供給することができる。
In the fixing hardware, an auxiliary annular groove may be formed between the central annular groove and the openings at both ends so as to be equidistant from the central annular groove. With this configuration, even if the supply pressure of the grout becomes weaker at a position away from the inlet, the grout can be supplied uniformly to the clearance between the tubular portion of the fixing metal piece and the screw rebar.

【0009】[0009]

【発明の実施の形態】以下、本発明の第1実施形態につ
いて、図面を参照しながら説明する。図1に示すよう
に、鋳物からなる定着金物10は、円筒形状の筒部11
と、この筒部11の一端外周に設けられて径方向,外方
向に突出する環状の鍔部12とを備えている。上記筒部
11の中央の周壁には、グラウト注入口13が形成され
ている。筒部11の両端は開口14となっている。
BEST MODE FOR CARRYING OUT THE INVENTION A first embodiment of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the fixing metal member 10 made of a casting has a cylindrical tubular portion 11
And a ring-shaped collar portion 12 which is provided on the outer periphery of one end of the tubular portion 11 and projects radially and outwardly. A grout injection port 13 is formed in the central peripheral wall of the cylindrical portion 11. Both ends of the tubular portion 11 have openings 14.

【0010】図1、図3(A)に示すように、筒部11
の内周には雌ねじ15が形成されている。筒部11の中
央の内周には、円環状の溝16が形成されている。この
溝16は上記注入口13に連なり、上記雌ねじ15のね
じ山を遮断している。この溝16の径は、雌ねじ15の
谷径と等しく、この溝16の形成により筒部11の強度
が低下することはない。なお、筒部11の肉厚を大にで
きる場合には、この溝16の径を雌ねじ15の谷径より
大きくしてもよい。
As shown in FIGS. 1 and 3 (A), the cylindrical portion 11
A female screw 15 is formed on the inner circumference of the. An annular groove 16 is formed on the inner circumference of the center of the tubular portion 11. The groove 16 is continuous with the injection port 13 and blocks the thread of the female screw 15. The diameter of the groove 16 is equal to the root diameter of the female screw 15, and the strength of the tubular portion 11 does not decrease due to the formation of the groove 16. If the wall thickness of the tubular portion 11 can be increased, the diameter of the groove 16 may be larger than the root diameter of the female screw 15.

【0011】上記構成の定着金物10の作用を説明する
前に、図4に示す鉄筋コンクリート建造物の概略につい
て説明しておく。この建造物は、骨組みとして、柱鉄筋
籠Aと梁鉄筋籠Bとを備えている。柱鉄筋籠Aは、垂直
に延びる主筋20と、これら主筋20を囲むようにして
主筋20に連結された環状筋30とを有している。同様
に、梁鉄筋籠Bも水平に延びる主筋40と、主筋40に
連結された環状筋50とを有している。
Before describing the operation of the fixing hardware 10 having the above-described structure, an outline of the reinforced concrete building shown in FIG. 4 will be described. This structure is provided with a pillar rebar cage A and a beam rebar cage B as a framework. The column rebar cage A has main bars 20 extending vertically and annular bars 30 connected to the main bars 20 so as to surround the main bars 20. Similarly, the beam rebar cage B also has a main bar 40 extending horizontally and an annular bar 50 connected to the main bar 40.

【0012】建造物の仕口部Cでは、柱鉄筋籠Aに梁鉄
筋籠Bの主筋40が入り込んでいる。主筋40はねじ鉄
筋であり、図2,図3(B)に示すように、基部41の
外周の180度対向した部位にねじ節42を有してい
る。このねじ節42の間は平面部43(ねじ節が形成さ
れない部位)となっている。
In the joint portion C of the building, the main reinforcement 40 of the beam reinforcement cage B is inserted into the pillar reinforcement cage A. The main bar 40 is a screw rebar, and as shown in FIGS. 2 and 3 (B), has a threaded joint 42 at a site facing the outer periphery of the base 41 by 180 degrees. A flat surface portion 43 (a portion where no threaded joint is formed) is formed between the threaded joints 42.

【0013】図2,図3(C),図4に示すように、主
筋すなわちねじ鉄筋40の仕口部C内の端部に、それぞ
れ上記定着金物10が装着される。この装着状態で、ね
じ鉄筋40は、ねじ節42が定着金物10の筒部11の
雌ねじ15と螺合された状態で、筒部11を貫通してい
る。
As shown in FIGS. 2, 3 (C) and 4, the fixing metal fittings 10 are attached to the ends of the main bars, that is, the screw reinforcing bars 40 in the joint C. In this mounted state, the threaded reinforcing bar 40 penetrates the tubular portion 11 with the threaded joint 42 screwed into the female screw 15 of the tubular portion 11 of the fixing hardware 10.

【0014】上述したように定着金物10をねじ鉄筋4
0の端部に装着した状態で、定着金物10の注入口13
から、グラウト(具体的にはエポキシ樹脂、図示せず)
を注入する。注入されたグラウトは、上記ねじ鉄筋40
の外周と筒部11の内周との間のクリアランス(隙間)
を満たし、硬化する。その結果、定着金物10がねじ鉄
筋40の端部に固定される。本実施形態では、定着金物
10とねじ鉄筋40との間に軸方向の荷重が作用した場
合には、定着金物10の雌ねじ15とねじ鉄筋40のね
じ節42がグラウトを介して全荷重を受け持つので、連
結強度が高い。
As described above, the fixing hardware 10 is attached to the screw rebar 4
The injection port 13 of the fixing hardware 10 in the state of being attached to the end portion of 0.
From grout (specifically epoxy resin, not shown)
Inject. The injected grout is the above-mentioned screw rebar 40
Between the outer circumference of the cylinder and the inner circumference of the cylinder part 11
And cure. As a result, the fixing hardware 10 is fixed to the end of the screw reinforcing bar 40. In the present embodiment, when an axial load is applied between the fixing hardware 10 and the screw rebar 40, the female screw 15 of the fixing metal 10 and the threaded joint 42 of the screw rebar 40 bear the entire load via the grout. Therefore, the connection strength is high.

【0015】上記定着金物10をねじ鉄筋40に取り付
けた状態で、図5に示すようにコンクリート60が打設
される。定着金物10の鍔部12が、主筋40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40の
コンクリート60への良好な定着が可能となる。そのた
め、ねじ鉄筋40の端部を仕口部Bで折り曲げてアンカ
ー部を形成せずに済む。
With the fixing hardware 10 attached to the screw rebar 40, concrete 60 is poured as shown in FIG. The flange portion 12 of the fixing hardware 10 resists the axial pulling force of the main bar 40, so that the screw rebar 40 can be satisfactorily fixed to the concrete 60. Therefore, it is not necessary to bend the end portion of the screw reinforcing bar 40 at the joint portion B to form the anchor portion.

【0016】次に、本発明の特徴部の作用を説明する。
筒部11中央の内周には環状溝16が形成されているた
め、注入口13から注入されたグラウトは、注入口13
に連なる環状溝16に回り込み、ここから筒部11とね
じ鉄筋40との間のクリアランスを経て両端開口14に
向かう。このようにグラウトが一旦環状溝13に回り込
むので、注入口13の近傍のクリアランス条件に偏らず
にグラウトを供給することができ、ほぼ同時にグラウト
を両端開口14に到達させることができる。そのため、
グラウトの無駄を少なくすることができ、漏出グラウト
処理の手間を軽減ないしは省くことができる。
Next, the operation of the features of the present invention will be described.
Since the annular groove 16 is formed in the inner circumference of the center of the tubular portion 11, the grout injected from the injection port 13 is
It goes around to the annular groove 16 continuous with and goes toward the openings 14 at both ends through the clearance between the tubular portion 11 and the screw rebar 40. Since the grout once goes around the annular groove 13 in this manner, the grout can be supplied without being biased by the clearance condition in the vicinity of the inlet 13, and the grout can reach the openings 14 at both ends almost at the same time. for that reason,
It is possible to reduce the waste of grout and reduce or eliminate the trouble of processing the leaked grout.

【0017】なお、上記グラウトは、ねじ鉄筋40の平
面部43と筒部11の内周との間を優先的に満たすが、
グラウトの粘性が高いので、周方向にも行き渡り、ねじ
鉄筋40のねじ節42と筒部11との間のクリアランス
を満たす。
The grout preferentially fills the space between the flat surface portion 43 of the screw rebar 40 and the inner circumference of the cylindrical portion 11,
Since the grout has a high viscosity, the grout also spreads in the circumferential direction and fills the clearance between the threaded joint 42 of the threaded reinforcing bar 40 and the tubular portion 11.

【0018】次に、本発明の第2の実施形態について図
5を参照しながら説明する。この実施形態において、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。この実施形態では、定着金
物10の内周において、中央の環状溝16と両端開口1
4との中間に位置する一対の補助環状溝17が形成され
ている。これら補助環状溝17は、中央環状溝16から
等距離離れている。この実施形態では、注入口13から
離れた場所でグラウトの供給圧力が弱まっても、補助環
状溝17によりグラウトを周方向に行き渡らせることが
でき、定着金物10の筒部11とねじ鉄筋40との間の
クリアランスに満遍なく供給することができる。
Next, a second embodiment of the present invention will be described with reference to FIG. In this embodiment, the components corresponding to those in the first embodiment are designated by the same reference numerals in the figure and their detailed description is omitted. In this embodiment, in the inner circumference of the fixing hardware 10, the central annular groove 16 and the both end openings 1 are provided.
A pair of auxiliary annular grooves 17 located in the middle of 4 are formed. These auxiliary annular grooves 17 are equidistant from the central annular groove 16. In this embodiment, even if the supply pressure of the grout weakens at a place away from the inlet 13, the auxiliary annular groove 17 allows the grout to be spread in the circumferential direction, and the cylindrical portion 11 of the fixing hardware 10 and the screw rebar 40 are connected to each other. The clearance between can be supplied evenly.

【0019】本発明は上記実施形態に制約されず、種々
の態様が可能である。例えば、定着金物の鍔部は、筒部
の端ではなく軸方向の中間部に設けてもよい。定着金物
の筒部と鍔部は多角形でもよい。
The present invention is not limited to the above embodiment, and various modes are possible. For example, the flange portion of the fixing hardware may be provided not at the end of the cylindrical portion but at an intermediate portion in the axial direction. The tubular portion and the collar portion of the fixing hardware may be polygonal.

【0020】[0020]

【発明の効果】以上説明したように、本発明では、定着
金物に環状溝を形成するだけの簡単な構成で、グラウト
の無駄を省くことができる。
As described above, according to the present invention, it is possible to eliminate grout waste with a simple structure in which the annular groove is formed in the fixing hardware.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の第1実施形態に係わる定着金物の縦断
面図である。
FIG. 1 is a vertical cross-sectional view of a fixing hardware according to a first embodiment of the present invention.

【図2】同定着金物をねじ鉄筋に取り付けた状態で示す
縦断面図である。
FIG. 2 is a vertical cross-sectional view showing a state in which the identified deposit is attached to a screw rebar.

【図3】(A)は図1においてXa−Xa線に沿う定着
金物の横断面図、(B)は図2においてXb−Xb線に
沿うねじ鉄筋の横断面図、(C)は図2においてXc−
Xc線に沿う、螺合状態の定着金物とねじ鉄筋の横断面
図である。
3A is a cross-sectional view of the fixing metal object along the line Xa-Xa in FIG. 1, FIG. 3B is a cross-sectional view of the screw reinforcing bar along the line Xb-Xb in FIG. 2, and FIG. At Xc-
It is a cross-sectional view of the fixing metal fitting and the screw rebar in a screwed state along the Xc line.

【図4】同定着金物を使用したコンクリート建造物の仕
口部の縦断面図である。
FIG. 4 is a vertical cross-sectional view of a joint portion of a concrete structure using the identified deposit.

【図5】本発明の第2実施形態に係わる定着金物を示す
縦断面図である。
FIG. 5 is a vertical sectional view showing a fixing hardware according to a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 定着金物 11 筒部 12 鍔部 13 注入口 14 開口 15 雌ねじ 16 環状溝 17 補助環状溝 40 主筋(ねじ鉄筋) 42 ねじ節 10 Fixing hardware 11 tube 12 collar part 13 inlet 14 openings 15 female screw 16 annular groove 17 Auxiliary annular groove 40 main bar (screw rebar) 42 screw joint

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】開口した両端を有するとともに内周に雌ね
じを有し、ねじ鉄筋を螺合状態で貫通させる筒部と、こ
の筒部から径方向,外方向に突出する環状の鍔部とを備
え、上記筒部とねじ鉄筋との間のクリアランスに充填さ
れるグラウトによりねじ鉄筋に固定され、当該ねじ鉄筋
をコンクリートに定着させる定着金物において、 上記筒部の中央には、上記グラウトを注入するための注
入口が形成され、上記筒部の中央の内周にはこの注入口
に連なる環状溝が形成され、グラウト注入前の状態では
この環状溝が上記筒部とねじ鉄筋のクリアランスを介し
て上記両端開口に連なることを特徴とするねじ鉄筋用定
着金物。
1. A cylindrical portion having open both ends and having an internal thread on the inner periphery thereof, through which a threaded reinforcing bar is threadedly inserted, and an annular collar portion projecting radially and outwardly from the cylindrical portion. In the fixing hardware fixed to the screw rebar by the grout filled in the clearance between the cylindrical part and the screw rebar, and fixing the screw rebar to concrete, the grout is injected into the center of the cylindrical part. An injection port for forming is formed, and an annular groove continuous with this injection port is formed on the inner periphery of the center of the cylindrical portion.In the state before grout injection, this annular groove is formed through the clearance between the cylindrical portion and the screw rebar. A fixing hardware for a screw rebar characterized by being connected to the openings at both ends.
【請求項2】上記筒部の内周において、上記中央の環状
溝と両端開口の中間には、中央環状溝から等距離をなす
補助環状溝が形成されていることを特徴とする請求項1
に記載のねじ鉄筋用定着金物。
2. An auxiliary annular groove that is equidistant from the central annular groove is formed in the inner circumference of the cylindrical portion, between the central annular groove and the openings at both ends.
Fixing hardware for screw rebar described in.
JP2002018333A 2002-01-28 2002-01-28 Fixing hardware for screw rebar Expired - Fee Related JP3889283B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002018333A JP3889283B2 (en) 2002-01-28 2002-01-28 Fixing hardware for screw rebar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002018333A JP3889283B2 (en) 2002-01-28 2002-01-28 Fixing hardware for screw rebar

Publications (2)

Publication Number Publication Date
JP2003213841A true JP2003213841A (en) 2003-07-30
JP3889283B2 JP3889283B2 (en) 2007-03-07

Family

ID=27653727

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007239322A (en) * 2006-03-09 2007-09-20 Tokyo Tekko Co Ltd Screwing hardware for screw reinforcement
JP2009270364A (en) * 2008-05-08 2009-11-19 Ohbayashi Corp Method for checking infilled state of filler, method for fixing anchoring hardware to reinforcement, anchoring hardware, and pc member
JP2016003438A (en) * 2014-06-13 2016-01-12 東京鐵鋼株式会社 Metal fixture for screw reinforcement and fixing method therefor
JP2020007729A (en) * 2018-07-04 2020-01-16 株式会社岡本 Fixing nut for screw reinforcement and method for producing the same

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007239322A (en) * 2006-03-09 2007-09-20 Tokyo Tekko Co Ltd Screwing hardware for screw reinforcement
JP4690225B2 (en) * 2006-03-09 2011-06-01 東京鐵鋼株式会社 Screw alloys for screw rebar
JP2009270364A (en) * 2008-05-08 2009-11-19 Ohbayashi Corp Method for checking infilled state of filler, method for fixing anchoring hardware to reinforcement, anchoring hardware, and pc member
JP2016003438A (en) * 2014-06-13 2016-01-12 東京鐵鋼株式会社 Metal fixture for screw reinforcement and fixing method therefor
JP2020007729A (en) * 2018-07-04 2020-01-16 株式会社岡本 Fixing nut for screw reinforcement and method for producing the same
JP7097550B2 (en) 2018-07-04 2022-07-08 株式会社岡本 Fixing nuts for threaded reinforcing bars and their manufacturing methods

Also Published As

Publication number Publication date
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