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JPH0745775B2 - Method of joining screw bar rebar - Google Patents

Method of joining screw bar rebar

Info

Publication number
JPH0745775B2
JPH0745775B2 JP61189789A JP18978986A JPH0745775B2 JP H0745775 B2 JPH0745775 B2 JP H0745775B2 JP 61189789 A JP61189789 A JP 61189789A JP 18978986 A JP18978986 A JP 18978986A JP H0745775 B2 JPH0745775 B2 JP H0745775B2
Authority
JP
Japan
Prior art keywords
screw
rebar
bar
screw bar
joining
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.)
Expired - Fee Related
Application number
JP61189789A
Other languages
Japanese (ja)
Other versions
JPS6347472A (en
Inventor
清治 花田
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.)
Kobe Steel Ltd
Original Assignee
Kobe Steel 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 Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP61189789A priority Critical patent/JPH0745775B2/en
Publication of JPS6347472A publication Critical patent/JPS6347472A/en
Publication of JPH0745775B2 publication Critical patent/JPH0745775B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、土木、建築構造物の大型化、高層化に伴な
い、鉄筋工事において太径鉄筋として使用されるネジフ
シ鉄筋の接合方法に関する。
Description: TECHNICAL FIELD The present invention relates to a method for joining screw bar rebars used as large-diameter rebars in rebar construction in accordance with the increase in size and height of civil engineering and building structures.

〔従来の技術〕[Conventional technology]

かかるネジフシ鉄筋の接合方法として、第11図、第12図
に示すようにロックナット3a,3bと六角ネジカプラー2
を用いたロックナット継手工法がある。
As shown in FIGS. 11 and 12, lock nuts 3a and 3b and a hexagon screw coupler 2 are used as a method for joining the screw bar reinforcing bars.
There is a lock nut joint construction method using.

この接合工程を第7図〜第10図にもとづいて説明する
と、まず、初めに接合するネジフシ鉄筋1及び4に接合
検査用マーキング5を施しておき(第7図)、ネジフシ
鉄筋1にロックナット3a及び六角ネジカプラー2を挿入
する。この場合、ネジフシ鉄筋1の先端はカプラー2よ
り突出させる。一方、ネジフシ鉄筋4にロックナット3b
をマーキング5の位置まで挿入する。
This joining step will be described with reference to FIGS. 7 to 10. First, the screw-bar rebars 1 and 4 to be joined first are marked with a joint inspection mark 5 (FIG. 7), and the screw-bar rebar 1 is locked with a lock nut. Insert 3a and hex screw coupler 2. In this case, the tip of the screw bar rebar 1 is projected from the coupler 2. On the other hand, the lock nut 3b
To the position of marking 5.

そして、ネジフシ鉄筋1と、ネジフシ鉄筋4のネジピッ
チ合せを行なう。このネジピッチ合せ作業はネジフシ鉄
筋1の端部にネジフシ鉄筋4の端部を近づけたり離した
り、あるいはネジフシ鉄筋1,4のいずれかを回転させな
がら、作業者の目視と勘により、行うものである。ネジ
フシ鉄筋1のネジフシ鉄筋4のネジピッチがあったとこ
ろで、六角ネジカプラー2をネジフシ鉄筋4の所定位置
まで挿入した後、ロックナット3a及び3bをそれぞれ所定
位置に再セットする(第9図)。
Then, the screw pitch rebar 1 and the screw bar rebar 4 are adjusted in screw pitch. This screw pitch adjustment work is performed by the operator's visual observation and intuition while moving the end of the screw bar rebar 4 closer to or away from the end of the screw bar rebar 1 or rotating any of the screw bar rebars 1 and 4. . When the screw pitch rebar 4 of the screw rebar 1 has a screw pitch, the hexagon screw coupler 2 is inserted to a predetermined position of the screw rebar 4, and then the lock nuts 3a and 3b are reset to the predetermined positions (Fig. 9).

再セットしたロックナット3a,3bそれぞれをスパナで手
締めいっぱい仮締付けを行う。なお図示は省略するが、
最後にロックナット接合用本縮め機械(締付機械)を用
いて順次所定締付力で締付作業を行う。
Tighten each of the reset lock nuts 3a and 3b by hand with a spanner. Although illustration is omitted,
Finally, the tightening work is performed with a predetermined tightening force using the lock nut joining main shrinking machine (tightening machine).

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

前記接合工程において、ネジフシ鉄筋1,4の突合せ時に
おけるネジピッチ合せの作業は重要なものである。けだ
し、六角ネジカプラー2をネジフシ鉄筋4に挿入すると
きに、ネジフシ鉄筋1とネジフシ鉄筋4とのネジピッチ
が合っていない場合は、当然六角ネジカプラー2はネジ
フシ鉄筋4には挿入できないからであり、この場合はも
う一度六角ネジカプラー2をネジフシ鉄筋1側に戻し、
再度、ネジフシ鉄筋1とネジフシ鉄筋4のネジピッチ合
せを行い、ネジピッチが合った時点で再度六角ネジカプ
ラー2をネジフシ鉄筋4に挿入することになる。
In the joining step, the work of adjusting the screw pitch at the time of abutting the screw bar rebars 1 and 4 is important. This is because, when inserting the hexagon screw coupler 2 into the screw bush rebar 4, if the screw pitch between the screw bush rebar 1 and the screw bush rebar 4 does not match, the hexagon screw coupler 2 cannot be inserted into the screw bush rebar 4 naturally. In this case, return the hexagon screw coupler 2 to the screw bar rebar 1 side again,
Again, the screw pitch rebar 1 and the screw bar rebar 4 are adjusted in screw pitch, and when the screw pitches match, the hexagon screw coupler 2 is again inserted into the screw bar rebar 4.

しかし、前記のごとくかかるネジピッチ合せは作業者の
目視、勘等によるところが大であり、作業者がある程度
馴れれば特に大きな問題はないが、初めて接合作業を行
う場合とか工事工程を特に急がねばならないという場合
などにおいては、作業者にたよってネジピッチ合せする
作業は必ずしもベターとは言えない。特にこの種の機械
接合の場合、このネジピッチ合せ(嵌合)作業がスムー
ズにいくかどうかによって施工スピードに大差が出てく
る。
However, as described above, the screw pitch adjustment is largely due to the operator's visual observation, intuition, etc., and there is no big problem if the operator is accustomed to some extent, but it is necessary to rush the joining process or the construction process for the first time. In such a case, the work of adjusting the screw pitch by the worker is not necessarily better. In particular, in the case of this type of mechanical joining, the construction speed greatly varies depending on whether the screw pitch matching (fitting) work is performed smoothly.

本発明の目的は前記従来例の不都合を解消し、特殊な太
径鉄筋であるネジフシ鉄筋のネジピッチ合せ作業が、構
造が簡単な部材を利用することにより、初心者を含めて
誰でも簡単かつ迅速に行なえ、その結果施工性の向上を
図れるネジフシ鉄筋の接合方法を提供することにある。
The object of the present invention is to eliminate the inconvenience of the conventional example, and the screw pitch matching work of the screw bar reinforcement which is a special large-diameter reinforcing bar, by using a member having a simple structure, anyone including a beginner can easily and quickly. It is intended to provide a method of joining screw bar rebars which can improve workability as a result.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は前記目的を達成するため、予めロックナットと
ネジカプラーを取付けた一方のネジフシ鉄筋端とロック
ナットを取付けた他方のネジフシ鉄筋端とを突合せ、前
記ネジカラーを両鉄筋端間に跨がるように移動させ、そ
の両側をロックナットで締付けるネジフシ鉄筋の接合方
法において、前記ネジフシ鉄筋端の突合せは、横長体の
長手面にネジフシ鉄筋の外径でその半周よりも少なく当
接する大きさからなる弧状凹部にネジ山とネジ溝による
ネジフシ鉄筋の外周ネジと同一ピッチのネジ面を形成
し、前記横長体の弧状凹部とは反対側に把手を取付けた
半割り長ナット体を用いて、この半割り長ナット体を両
鉄筋端外周に跨るように当接してネジのピッチ合せをし
ながら行うことを要旨とするものである。
In order to achieve the above-mentioned object, the present invention abuts one threaded bar reinforcing bar end to which a lock nut and a screw coupler are previously mounted and the other threaded bar reinforcing bar end to which a lock nut is mounted, and straddles the screw collar between both bar ends. In the method of joining the screw bar rebars that are tightened with lock nuts on both sides, the abutment of the screw bar rebar ends is such that the outer diameter of the screw bar rebars contacts the longitudinal surface of the oblong body less than half of its circumference. Form a thread surface of the same pitch as the outer peripheral thread of the screw bar rebar by the screw thread and screw groove in the arc-shaped recess, and use a half-length nut body with a handle attached to the side opposite to the arc-shaped recess of the oblong body, The gist of the invention is to bring the half-length nuts into contact with each other so as to straddle the ends of both reinforcing bars while adjusting the pitch of the screws.

〔作用〕[Action]

本発明によれば、土木、建築構造物の大型化、高層化に
伴ない、鉄筋工事において特殊な太径鉄筋として使用さ
れるネジフシ鉄筋の接合を行うに際して、突合されたネ
ジフシ鉄筋端間に半割り長ナット体を当接するだけで、
この長ナット体の凹部ネジ面がゲージとして作用し、両
ネジフシ鉄筋のネジフシがこれに嵌合すれば鉄筋相互の
ネジピッチ合せが行なわれたことになる。そして、この
ような半割り長ナット体の当接は外部から目視しながら
簡単にできる。
According to the present invention, with the increase in the size and height of civil engineering and building structures, when joining a screw bar rebar used as a special large-diameter rebar in a rebar construction, a half between the abutted screw bar rebar ends is joined. Just abut the split length nut body,
The recessed screw surface of the long nut body acts as a gauge, and the screw pitches of the two reinforcing bar reinforcing bars are fitted to each other, which means that the reinforcing bar mutual thread pitches have been adjusted. Further, such abutment of the half-divided nut body can be easily performed while visually observing from the outside.

また、半割り長ナット体は、弧状凹部がネジフシ鉄筋の
外径でその半周よりも少なく当接する大きさからなるの
で、ネジフシ鉄筋の径が小さくネジピッチが合うもので
あれば、これに転用することもできる。
In addition, the half-length nut body has a size such that the arcuate concave portion contacts with the outer diameter of the screw bush rebar less than half the circumference, so if the diameter of the screw bush rebar is small and the screw pitch is suitable, divert it to this. You can also

さらに、半割り長ナット体には、弧状凹部と反対側に把
手を取付けているので、とくに、弧状凹部がネジフシ鉄
筋の外周の一部にしか当接しないことによりこのネジフ
シ鉄筋から離れやすいものであるから、この半割り長ナ
ット体をネジフシ鉄筋に当接しやすくでき、また、ネジ
フシ鉄筋から離すときにも手を滑らせて落下させること
なく、この半割り長ナット体の着脱作業を確実にすると
ともに、取扱いを容易にさせて作業効率をよくすること
ができる。
Further, since the handle is attached to the half-divided long nut body on the side opposite to the arcuate recess, the arcuate recess can be easily separated from the threaded bar rebar by contacting only part of the outer periphery of the threaded bar rebar. Therefore, this half-divided nut body can be easily brought into contact with the screw bar rebar, and even when it is separated from the screw bar rebar, the half-length nut body is securely attached and removed without sliding and dropping the hand. At the same time, handling can be facilitated and work efficiency can be improved.

なお、半割り長ナット体はある程度の長さを有するの
で、突合せた両鉄筋端の軸芯がずれている場合には、こ
の半割り長ナット体を突合せた両鉄筋端外周に跨るよう
に当接したときに、半割り長ナット体と両鉄筋のいずれ
か一方の鉄筋との間に隙間が生じるので、いち早く軸芯
のずれを発見できる。そして、この両鉄筋の軸芯ずれは
目視では発見しづらく、これを発見できなければ結局ス
ップラーを嵌合させることができない。
Since the half-length nut body has a certain length, if the shaft ends of both abutted rebar ends are misaligned, make sure that the half-length nut body straddles the outer periphery of both abutted rebar ends. When they come into contact with each other, a gap is formed between the half-divided nut body and one of the two reinforcing bars, so that the misalignment of the shaft center can be found quickly. The axial misalignment of the two reinforcing bars is hard to be visually detected, and if this is not detected, the Supplers cannot be fitted after all.

〔実施例〕〔Example〕

以下、図面について本発明の実施例を詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

先に、本発明方法で使用するピッチ合せ治具としての半
割り長ナット体6について説明する。
First, the half length nut body 6 as a pitch adjusting jig used in the method of the present invention will be described.

これは第4図〜第6図に示すように横長体7の長手面に
ネジフシ鉄筋1,4の外径でその半周よりも少なく当接す
る大きさからなる弧状凹部8を形成し、該弧状凹部8に
ネジ山9aとネジ溝9bによるネジ面9を形成したものて、
このネジ面9のネジピッチは後述のネジフシ鉄筋1,4の
外周ネジと同一ピッチのものとし、そのピッチ数も3〜
4ピッチ程度でよい。
As shown in FIGS. 4 to 6, an arc-shaped recess 8 is formed on the longitudinal surface of the laterally elongated body 7, the arc-shaped recess 8 having the outer diameter of the screw bar rebar 1, 4 abutting less than half the circumference thereof. 8 has a screw surface 9 formed by a screw thread 9a and a screw groove 9b,
The screw pitch of the screw surface 9 is the same as the outer peripheral screw of the screw bar rebars 1 and 4 described later, and the number of pitches is 3 to
It may be about 4 pitches.

また、該横長体7の前記弧状凹部8とは反対側に横コ字
形の把手10を取付けた。
Further, a lateral U-shaped handle 10 is attached to the side of the laterally elongated body 7 opposite to the arcuate concave portion 8.

なお、このような半割り長ナット体6を製作するにはロ
ックナット継手の接合部材である六角ネジカプラーやロ
ックナットが利用でき、例えば第6図に示すようにそれ
らを分割して得た一体に把手10を取付ける。
In order to manufacture such a half-length nut body 6, a hexagon screw coupler or a lock nut which is a joining member of a lock nut joint can be used. For example, as shown in FIG. Attach handle 10 to.

次に、このような半割り長ナット体6を用いて行なう本
発明の接合方法について説明する。なお、ネジピッチ合
せ以外の工程については前記第7図〜第10図に示したも
のと同一なので詳細説明は省略する。
Next, the joining method of the present invention performed using such a half-length nut body 6 will be described. Since the steps other than the screw pitch adjustment are the same as those shown in FIGS. 7 to 10, detailed description thereof will be omitted.

第1図〜第3図は本発明方法の各工程を示すもので、第
1図示すようにすでに六角ネジカプラー2とロックナッ
ト3a、又はロックナット3bが挿入されているネジフシ鉄
筋1とネジフシ鉄筋4のネジピッチ合せを行うために両
鉄筋端面を突き合せながらひきつける。
1 to 3 show each step of the method of the present invention. As shown in FIG. 1, a screw bush rebar 1 and a screw bush rebar in which a hexagon screw coupler 2 and a lock nut 3a or a lock nut 3b are already inserted. In order to adjust the screw pitch of No. 4, pull the two reinforcing bars together while abutting them.

そして、把手10をもって半割り長ナット体6を両ネジフ
シ鉄筋1,4の端部を中心に、その外周面に当接させる。
この半割り長ナット体6の弧状凹部8のネジ面9を鉄筋
1,4の外周ネジ部に当てることにより、ネジピッチが合
っているかどうか一目瞭然に分かる。
Then, the grip 10 is used to bring the half-length nut body 6 into contact with the outer peripheral surface of the two screw bush rebars 1 and 4, centering on the ends thereof.
The screw surface 9 of the arcuate recess 8 of the half-length nut body 6 is rebar
By hitting the outer peripheral threads 1 and 4, it is possible to see at a glance whether the thread pitch is correct.

すなわち、ネジ面9のネジはネジ山9aとネジ溝9bが連続
するものであり、かかるネジ山9aを鉄筋1,4のネジ溝
に、ネジ溝9bを鉄筋1,4のネジ山に合せれば、該鉄筋1,4
のネジピッチは連続するものとなる。ネジピッチが合わ
ないときは、ネジピッチが合っていない方(第1図では
鉄筋4)のネジフジ鉄筋を回転又は押引きしてネジピッ
チ合せで確認する。
That is, the thread of the screw surface 9 is such that the thread 9a and the thread groove 9b are continuous, and the thread 9a should be aligned with the thread grooves of the reinforcing bars 1 and 4, and the thread groove 9b should be aligned with the thread of the reinforcing bars 1 and 4. For example, the rebar 1,4
The screw pitch of is continuous. If the screw pitches do not match, check the screw pitch alignment by rotating or pushing / pulling the screw Fuji rebar of the one (the reinforcing bar 4 in FIG. 1) that does not match the screw pitch.

このようにしてから、六角ネジカプラー2をネジフシ鉄
筋4に挿入していく。これで第3図に示すようにネジフ
シ鉄筋1と4のネジピッチ合せ(嵌合)は完了する。
After this, the hexagon screw coupler 2 is inserted into the screw bar rebar 4. This completes the screw pitch alignment (fitting) of the screw bar rebars 1 and 4 as shown in FIG.

〔発明の効果〕〔The invention's effect〕

以上述べたように本発明のネジフシ鉄筋の接合方法は、
ネジフシ鉄筋同士のネジピッチ合せが簡単にできること
により、熟練工を必要としないものとなる。しかも、ネ
ジピッチ合わせのスピードの向上が図かれ、これにより
ネジフシ鉄筋の接合作業の効率化、ひいては工程の短縮
を実現できるものである。
As described above, the method for joining the screw bar reinforcement of the present invention is
Since it is possible to easily adjust the screw pitch between the screw bar rebars, no skilled worker is required. In addition, the speed of screw pitch alignment can be improved, which makes it possible to improve the efficiency of the work of joining the screw bar reinforcements and thus shorten the process.

ちなみに、試験例では 1Set当り接合時間 1日当り接合出来高 従来法 4分/2 90Set/2人 本発明法 2.5分/2 40Set/2人 *1日の作業時間 6時間(360分) *鉄筋径D51 となり、約35%の作業効率アップとなった。By the way, in the test example, welding time per set, welding performance per day Conventional method 4 minutes / 2 90Set / 2 people Invention method 2.5 minutes / 2 40Set / 2 people * Working time per day 6 hours (360 minutes) * Reinforcing bar diameter D51 The work efficiency has improved by about 35%.

しかも、半割り長ナット体には、把手を取付けているの
で、この半割り長ナット体をネジフシ鉄筋に当接しやす
くでき、また、ネジフシ鉄筋から離すときにも手を滑ら
せて落下させることなく、この半割り長ナット体の着脱
作業を確実にするとともに、取扱いを容易にさせて、さ
らに作業効率をアップさせることができるものである。
Moreover, since the handle is attached to the half-length nut body, the half-length long nut body can easily come into contact with the screw bush rebar, and even when it is separated from the screw bush rebar, the hand does not slip and fall. It is possible to secure the attachment / detachment work of the half-divided nut body, facilitate the handling, and further improve the work efficiency.

このように、高価で特殊な部材を利用することなく、構
造が簡単な部材を利用するだけなので、費用が嵩むこと
なく実施でき、しかもネジピッチが同じで径が小さいネ
ジフシ鉄筋の接合にも利用できるので経済性に優れるも
のである。
In this way, it is possible to carry out without increasing the cost because it does not use expensive and special members and only uses members with a simple structure, and it can also be used to join screw bar rebars with the same screw pitch and small diameter. Therefore, it is highly economical.

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

第1図〜第3図は本発明のネジフシ鉄筋の接合方法の各
工程を示す側面図、第4図は本発明で使用する半割り長
ナット体の正面図、第5図は同上側面図、第6図は同上
平面図、第7図〜第10図はネジフシ鉄筋のロック継手工
法の各工程を示す側面図、第11図はロックナット継手の
正面図、第12図は同上一部切欠いた正面図である。 1,4…ネジフシ鉄筋、2…六角ネジカプラー 3a,3b…ロックナット、5…接合検査用マーキング 6…半割り長ナット体、7…横長体 8…弧上凹部、9…ネジ面 9a…ネジ山、9b…ネジ溝 10…把手
1 to 3 are side views showing respective steps of a method for joining threaded rod rebars of the present invention, FIG. 4 is a front view of a half-divided nut body used in the present invention, and FIG. 5 is a side view of the same. FIG. 6 is a plan view of the same as above, FIGS. 7 to 10 are side views showing each step of the lock joint construction method for screw bar reinforcement, FIG. 11 is a front view of the lock nut joint, and FIG. It is a front view. 1,4… Screw bar Reinforcing bar, 2… Hexagonal screw coupler 3a, 3b… Lock nut, 5… Joint inspection marking 6… Half length nut body, 7… Horizontal body 8… Arc concave, 9… Screw surface 9a… Screw Mountain, 9b… Screw groove 10… Handle

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭63−27672(JP,A) 特開 昭61−277771(JP,A) 実願昭60−83438号(実開昭61−201443 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U) 実願昭58−124867号(実開昭60−33249 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-63-27672 (JP, A) JP-A-61-277771 (JP, A) Japanese Patent Application No. 60-83438 (No. Of the specifications and drawings attached to the application of Microfilm (JP, U) Contents of the specifications and drawings attached to the application of Japanese Patent Application No. 58-124867 (Japanese Utility Model No. 60-33249) Micro film (JP, U)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】予めロックナットとネジカプラーを取付け
た一方のネジフシ鉄筋端とロックナットを取付けた他方
のネジフシ鉄筋端とを突合せ、前記ネジカプラーを両鉄
筋端間に跨がるように移動させ、その両側をロックナッ
トで締付けるネジフシ鉄筋の接合方法において、前記ネ
ジフシ鉄筋端の突合せは、横長体の長手面にネジフシ鉄
筋の外径でその半周よりも少なく当接する大きさからな
る弧状凹部にネジ山とネジ溝によるネジフシ鉄筋の外周
ネジと同一ピッチのネジ面を形成し、前記横長体の弧状
凹部とは反対側に把手を取付けた半割り長ナット体を用
いて、この半割り長ナット体を両鉄筋端外周に跨るよう
に当接してネジのピッチ合せをしながら行うことを特徴
としたネジフシ鉄筋の接合方法。
1. A screw nut rebar end to which a lock nut and a screw coupler are previously attached is abutted with another screw bar rebar end to which a lock nut is attached, and the screw coupler is moved so as to straddle both ends of the rebar. , In the method of joining screw bar rebars that are tightened with lock nuts on both sides, the butts of the screw bar rebar ends are screwed into an arcuate recess having a size that abuts the longitudinal surface of the oblong body with the outer diameter of the screw bar rebar less than its half circumference This half-divided nut body is formed by forming a thread surface having the same pitch as the outer peripheral thread of the screw bar reinforcement by the mountain and the thread groove, and using a half-divided nut body with a handle attached on the side opposite to the arcuate recess of the oblong body. A method for joining screw reed bars, wherein the step is performed while abutting the outer periphery of both rebars so as to match the pitches of the screws.
JP61189789A 1986-08-12 1986-08-12 Method of joining screw bar rebar Expired - Fee Related JPH0745775B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61189789A JPH0745775B2 (en) 1986-08-12 1986-08-12 Method of joining screw bar rebar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61189789A JPH0745775B2 (en) 1986-08-12 1986-08-12 Method of joining screw bar rebar

Publications (2)

Publication Number Publication Date
JPS6347472A JPS6347472A (en) 1988-02-29
JPH0745775B2 true JPH0745775B2 (en) 1995-05-17

Family

ID=16247229

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61189789A Expired - Fee Related JPH0745775B2 (en) 1986-08-12 1986-08-12 Method of joining screw bar rebar

Country Status (1)

Country Link
JP (1) JPH0745775B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5991260A (en) 1995-02-20 1999-11-23 Hitachi, Ltd. Disk cartridge and disk device using the same
JP7196358B1 (en) * 2022-09-12 2022-12-26 利弘 岩▲崎▼ groutless threaded joint socket fitting

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6033249U (en) * 1983-08-11 1985-03-07 新日本製鐵株式会社 Pitch adjustment gauge for threaded reinforcing bars
JPS61277771A (en) * 1985-06-04 1986-12-08 三井建設株式会社 Jig for connecting reinforcement bar
JPH0340986Y2 (en) * 1985-06-04 1991-08-28
JPS6327672A (en) * 1986-07-21 1988-02-05 東京鉄鋼株式会社 Connection of reinforcing bar basket

Also Published As

Publication number Publication date
JPS6347472A (en) 1988-02-29

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