JPS6347472A - Method of joining screw knot reinforcement - Google Patents
Method of joining screw knot reinforcementInfo
- Publication number
- JPS6347472A JPS6347472A JP18978986A JP18978986A JPS6347472A JP S6347472 A JPS6347472 A JP S6347472A JP 18978986 A JP18978986 A JP 18978986A JP 18978986 A JP18978986 A JP 18978986A JP S6347472 A JPS6347472 A JP S6347472A
- Authority
- JP
- Japan
- Prior art keywords
- threaded
- reinforcing bar
- threaded reinforcing
- reinforcing bars
- 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.)
- Granted
Links
- 238000005304 joining Methods 0.000 title claims description 18
- 238000000034 method Methods 0.000 title claims description 18
- 230000002787 reinforcement Effects 0.000 title description 2
- 230000003014 reinforcing effect Effects 0.000 claims description 57
- 239000011295 pitch Substances 0.000 description 21
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 206010011224 Cough Diseases 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
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
、鉄筋工事において大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。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for joining threaded reinforcing bars used as large-diameter reinforcing bars in reinforcing steel work as civil engineering and building structures become larger and taller.
かかるネジフシ鉄筋の接合方法として、第11図、第1
2図に示すようにロックナツト3a、3’bと六角ネジ
カプラー2を用いたロックナツト継手工法がある。As a method for joining such threaded reinforcing bars, Fig. 11, Fig. 1
As shown in Fig. 2, there is a lock nut joint method using lock nuts 3a, 3'b and a hexagonal screw coupler 2.
この接合工程を第7図〜第1011iJ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にロックナツト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。To explain this joining process based on FIGS. 7 to 1011iJ, first, the threaded reinforcement bars 1 and 4 to be joined are
A marking 5 for joint inspection is applied to the bolt (FIG. 7), and a lock nut 3a and a hexagonal screw coupler 2 are inserted into the threaded reinforcing bar 1. In this case, the tip of the threaded reinforcing bar 1 is made to protrude from the coupler 2.
一方、ネジフシ鉄筋4にロックナツト3bをマーキング
5の位置まで挿入する。On the other hand, insert the lock nut 3b into the threaded reinforcing bar 4 to the position of the marking 5.
そして、ネジフシ鉄筋1と、ネジフシ鉄筋4のネジピン
チ合せを行なう。このネジピン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とネジフシ鉄筋4のネジピンチがあったと
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、ロックナツト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 threaded reinforcing bar 1 and the threaded reinforcing bar 4 are screwed together with a pinch. This screw pinching work is performed by the operator's visual observation and intuition by moving the end of the threaded reinforcing bar 4 closer to or away from the end of the threaded reinforcing bar 1, or by rotating either of the threaded reinforcing bars 1.4. . When the threaded reinforcing bar 1 and the threaded reinforcing bar 4 are pinched, the hexagonal screw coupler 2 is inserted into the threaded reinforcing bar 4 to a predetermined position, and then the lock nuts 3a and 3b are reset to their respective predetermined positions (FIG. 9).
再セットしたロックナツト3a、3bそれぞれをスパナ
で手締めいっばい仮締付けを行う。なお図示は省略する
が、最後にロックナツ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。Temporarily tighten the reset lock nuts 3a and 3b by hand using a wrench. Although not shown, the final tightening machine (tightening machine) for joining lock nuts is shown at the end.
Tightening work is performed sequentially using a predetermined tightening force.
前記接合工程において、ネジフシ鉄筋1,4の突合せ時
におけるネジピン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
もう一度六角ネシカブラー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 process, the screw pinching operation when the threaded reinforcing bars 1 and 4 are butted together is important. This is because, when inserting the hexagonal screw coupler 2 into the threaded reinforcing bar 4, if the screw pitches of the threaded reinforcing bar 1 and the threaded reinforcing bar 4 do not match, of course the hexagonal screw coupler 2 cannot be inserted into the threaded reinforcing bar 4. In this case, return the hexagonal screw coupler 2 to the threaded reinforcing bar 1 side again, adjust the thread pitch of the threaded reinforcing bar 1 and threaded reinforcing bar 4 again, and once the thread pitches match, insert the hexagonal screw coupler 2 into the threaded reinforcing bar 4 again. Become.
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
作業は必ずしもペターとは言えない、特にこの種の機械
接合の場合、このネジピンチ合せ(嵌合)作業がスムー
ズにいくかどうかによって族ニスピードに大差が出てく
る。However, as mentioned above, the screw pitch adjustment depends largely on the operator's visual inspection and intuition, and although there is no major problem once the operator is familiar with it to some extent, the construction process must be done in a particularly fast manner, such as when performing joining work for the first time. In such cases, it is not always possible to rely on the operator to match the screw pitch.Especially in the case of this type of mechanical joining, speed and speed depends on whether or not this screw pinching (fitting) work goes smoothly. There will be a big difference.
本発明の目的は前記従来例の不都合を解消し、ネジピッ
チ合せ作業が、初心者を含めて誰れでも簡単かつ迅速に
行なえ、その結実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ごとにある。The purpose of the present invention is to provide a method for joining threaded reinforcing bars, which eliminates the disadvantages of the conventional example, allows anyone, including beginners, to easily and quickly perform the work of adjusting the thread pitch, and improves the workability of joining. be.
本発明は前記目的を達成するため、予めロックナンドと
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
ナツ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ツ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、半割り
長ナツ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 object, the present invention abuts one threaded reinforcing bar end to which a lock nut and screw coupler are attached in advance to the other threaded reinforcing bar end to which a lock nut is attached, and the threaded coupler is straddled between both ends of the reinforcing bar. move it like this,
In a method for joining threaded reinforcing bars in which both sides are tightened with lock nuts, the gist is that the ends of the threaded reinforcing bars are butted together by abutting a half-length nut body so as to straddle the outer periphery of both reinforcing bars and adjusting the pitch of the threads. It is something to do.
本発明によれば、突合されたネジフシ鉄筋端間に半割り
長ナツト体を当接するだけで、この長ナツト体の凹部ネ
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ツト体
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, by simply abutting the half-split nut between the butted ends of the threaded reinforcing bars, the threaded surface of the concave portion of the long nut acts as a gauge, and the threaded ends of the double threaded reinforcing bars fit into it. This means that the thread pitch between the reinforcing bars has been matched. The abutment of such a half-length nut body can be easily performed while visually observing from the outside.
以下、図面について本発明の実施例を詳細に説明する。 Embodiments of the present invention will be described in detail below with reference to the drawings.
先に、本発明方法で使用するピンチ合せ治具としての半
割り長ナンド体6について説明する。First, the half-length NAND body 6 as a pinch jig used in the method of the present invention will be explained.
これは第4図〜第6図に示すように横長体7の長手面に
凹部8を形成し、咳凹部8にネジ山9aとネジ溝9bに
よるネジ面9を形成したもので、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ン
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, a recess 8 is formed in the longitudinal surface of the oblong body 7, and a threaded surface 9 formed by a thread 9a and a thread groove 9b is formed in the cough recess 8. The thread pitch of No. 9 is the same as the outer circumferential thread of threaded reinforcing bar 1.4, which will be described later, and the number of pitches may be about 3 to 4 pitches.
また、該横長体7の前記凹部8とは反対側に横コ字形の
把手10を取付けた。Further, a horizontal U-shaped handle 10 was attached to the side of the oblong body 7 opposite to the recess 8.
なお、このような半割り長ナツト体6を製作するにはロ
ックナツト継手の接合部材である六角ネジカプラーやロ
ックナツトが利用でき、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 addition, to manufacture such a half-split long nut body 6, a hexagonal screw coupler or a lock nut, which are joint members of a lock nut joint, can be used. For example, as shown in FIG. Install 10.
次に、このような半割り長ナンド体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, a joining method of the present invention using such a half-length NAND body 6 will be explained. Note that the steps other than the thread pitch adjustment are the same as those shown in FIGS. 7 to 10, so detailed explanations 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図に示すようにすでに六角ネジカプラー2とロックナ
フト3a1又はロックナツト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。FIGS. 1 to 3 show each step of the method of the present invention, and as shown in FIG. In order to match the screw pitch, pull the ends of both reinforcing bars against each other.
そして、把手10をもって半割り長ナツト体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。この半割り長ナツト体6の凹部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, holding the handle 10, the half-length nut body 6 is brought into contact with the outer circumferential surface of the double-threaded reinforcing bars 1 and 4, centering on the ends thereof. By applying the threaded surface 9 of the recess 8 of this half-length nut body 6 to the outer circumferential threaded portion of the reinforcing bar 1.4, it can be seen 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。In other words, the thread on the threaded surface 9 has a continuous thread 9a and thread groove 9b, and the thread 9a should be aligned with the thread groove of the reinforcing bars 1 and 4, and the thread groove 9b should be aligned with the thread of the reinforcing bar 1°4. For example, the thread pitch of the reinforcing bars 1.4 is continuous. If the thread pitch does not match, rotate or push/pull the threaded reinforcing bar of the one whose thread pitch does not match (reinforcing bar 4 in Figure 1) to check the thread pitch alignment.
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 doing this, the hexagonal screw coupler 2 is inserted into the screw reinforcing bar 4. This completes the thread pitch matching (fitting) of the threaded reinforcing bars 1 and 4 as shown in FIG.
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 threaded reinforcing bars of the present invention is as follows:
Since the thread pitch between threaded reinforcing bars can be easily matched, skilled workers are not required. Moreover, the speed of screw pitch adjustment is improved, which makes it possible to improve the efficiency of the threaded reinforcing bar joining work and shorten the process.
ちなみに、試験例では
l5et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(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 15et, welding yield per day, conventional method.
4 minutes/2 90 sets/2 people Method of the present invention 2.
5 minutes/2 40 sets/2 people* Working time per day
6:00 (360 minutes)* The reinforcing bar diameter was D51, which increased work efficiency by approximately 35%.
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
ナツト体の正面図、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図はロックナツト継
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・・・ロックナンド
5・・・接合検査用マーキング
6・・・半割り長ナンド体 7・・・横長体8・・・凹
部 9・・・ネジ面9a・・・ネジ山
9b・・・ネジ溝10・・・把手FIGS. 1 to 3 are side views showing each step of the threaded reinforcing bar joining method of the present invention, FIG. 4 is a front view of a half-split nut body used in the present invention, and FIG. 5 is a side view of the same. Figure 6 is a plan view of the same as above, Figures 7 to 10 are side views showing each step of the lock joint construction method for threaded reinforcing bars, Figure 11 is a front view of a lock nut joint, and Figure 12 is a partially cutaway front view of the same as above. It is a diagram. 1.4... Threaded reinforcing bar 2... Hexagon screw coupler 3a, 3b... Lock Nand 5... Marking for joining inspection 6... Half-split long NAND body 7... Oblong body 8... Recessed portion 9...Thread surface 9a...Screw thread
9b...Thread groove 10...Handle
Claims (1)
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、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。Align the end of one threaded reinforcing bar with a lock nut and screw coupler attached in advance to the end of the other threaded reinforcing bar with a lock nut attached, move the screw coupler so that it straddles the ends of both reinforcing bars, and lock both sides. In the method for joining threaded reinforcing bars that are tightened with nuts, the ends of the threaded reinforcing bars are butted by abutting a half-length nut body so as to straddle the outer periphery of both ends of the reinforcing bars, and adjusting the pitch of the screws. joining method.
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 true JPS6347472A (en) | 1988-02-29 |
| JPH0745775B2 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) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6075763A (en) * | 1995-02-20 | 2000-06-13 | Hitachi, Ltd. | Disk cartridge and disk device using the same |
| JP2024039693A (en) * | 2022-09-12 | 2024-03-25 | 利弘 岩▲崎▼ | Grout-less screw node socket joint |
Citations (4)
| 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 |
| JPS61201443U (en) * | 1985-06-04 | 1986-12-17 | ||
| JPS6327672A (en) * | 1986-07-21 | 1988-02-05 | 東京鉄鋼株式会社 | Connection of reinforcing bar basket |
-
1986
- 1986-08-12 JP JP61189789A patent/JPH0745775B2/en not_active Expired - Fee Related
Patent Citations (4)
| 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 |
| JPS61201443U (en) * | 1985-06-04 | 1986-12-17 | ||
| JPS6327672A (en) * | 1986-07-21 | 1988-02-05 | 東京鉄鋼株式会社 | Connection of reinforcing bar basket |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6075763A (en) * | 1995-02-20 | 2000-06-13 | Hitachi, Ltd. | Disk cartridge and disk device using the same |
| US6108299A (en) * | 1995-02-20 | 2000-08-22 | Hitachi, Ltd. | Disk cartridge and disk device using the same |
| US6181664B1 (en) | 1995-02-20 | 2001-01-30 | Hitachi, Ltd. | Disk cartridge and disk device using the same |
| JP2024039693A (en) * | 2022-09-12 | 2024-03-25 | 利弘 岩▲崎▼ | Grout-less screw node socket joint |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0745775B2 (en) | 1995-05-17 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |