JPS6018496Y2 - Lap joint of threaded reinforcing bars - Google Patents

Lap joint of threaded reinforcing bars

Info

Publication number
JPS6018496Y2
JPS6018496Y2 JP5168580U JP5168580U JPS6018496Y2 JP S6018496 Y2 JPS6018496 Y2 JP S6018496Y2 JP 5168580 U JP5168580 U JP 5168580U JP 5168580 U JP5168580 U JP 5168580U JP S6018496 Y2 JPS6018496 Y2 JP S6018496Y2
Authority
JP
Japan
Prior art keywords
reinforcing bars
reinforcing bar
threaded reinforcing
threaded
joint
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
Application number
JP5168580U
Other languages
Japanese (ja)
Other versions
JPS56151427U (en
Inventor
義規 永井
Original Assignee
株式会社神戸製鋼所
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 株式会社神戸製鋼所 filed Critical 株式会社神戸製鋼所
Priority to JP5168580U priority Critical patent/JPS6018496Y2/en
Publication of JPS56151427U publication Critical patent/JPS56151427U/ja
Application granted granted Critical
Publication of JPS6018496Y2 publication Critical patent/JPS6018496Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、2本のネジ鉄筋を連継するに当り、その施工
の容易性を企図するとともに、連継部分の可及的短縮を
可能とし、また継手の強靭性、信頼性を高めるようにし
た重ね定着型の新規な継手の提供に関する。
[Detailed description of the invention] The present invention aims at ease of construction when connecting two threaded reinforcing bars, enables shortening of the joint part as much as possible, and improves the toughness of the joint. The present invention relates to the provision of a new overlapping type joint with improved reliability.

コンクリート構築物の骨格筋材等として用いられるネジ
鉄筋においては、鉄筋同志の連継に当って、両者の突き
合せ定着型の継手が用いられている。
In threaded reinforcing bars used as skeletal reinforcement materials for concrete structures, a butt-fixed joint between the two reinforcing bars is used to connect the reinforcing bars together.

即ち第1図は一般的に多用されている3方式を例示した
ものであるが、同図Iはロックナツト締付継手であり、
図示のように2本のネジ鉄筋1.1を共通の継手主筒2
内に突き合せ状とし、前記主筒2の両端位置において、
ロックナツト3.3により締着一体化したものであり、
同図■はネジカプラー圧着継手であり、図示のよう、に
2本のネジ鉄筋1,1をネジカプラー4内で突き合せ状
とし、カプラー4を圧着して固定一体化するものであり
、また同図■は樹脂充填式継手であり、図示のように継
手主筒5内に2本のネジ鉄筋1.1を突き合せ状とし、
主筒5に明けられた樹脂注入穴6より樹脂材7を注入充
填しして固定一体化したものである。
In other words, Fig. 1 illustrates three commonly used methods, and Fig. I shows a lock nut tightening joint;
As shown in the figure, connect two threaded reinforcing bars 1.1 to a common joint main cylinder 2.
The main cylinder 2 has a butt-like shape, and at both end positions of the main cylinder 2,
It is integrated with lock nut 3.3,
3 is a screw coupler crimp joint, as shown in the figure, two screw reinforcing bars 1, 1 are butted together in a screw coupler 4, and the coupler 4 is crimped to fix and integrate them. ■ in the same figure is a resin-filled joint, and as shown in the figure, two threaded reinforcing bars 1.1 are butt-shaped inside the joint main cylinder 5,
A resin material 7 is injected into the main cylinder 5 through a resin injection hole 6 and then fixed and integrated.

これら各図においてネジ鉄筋1はその端部のみまたは全
長にネジを形成したものの何れをも包含するが、何れに
せよこの突き合せ連継タイプのものでは、連継される2
本のネジ鉄筋1,1の両軸芯の適合、更には各ネジピッ
チの適合が必要であり、図■のネジカプラー圧着継手で
は、継手部分の剛性を高めるために、圧着機器を用いて
加圧するという後施工が必要である等、その施工が相当
に難しくかつ煩雑であり、特にネジ鉄筋1が鉄筋組立柱
体や梁体のように、予じめ組立てられた枠筒における群
鉄筋の一部である場合、その相互の連継は更に面倒であ
る。
In each of these figures, the threaded reinforcing bar 1 includes either a thread formed only at the end or a thread formed over the entire length, but in any case, in this butt joint type, the threaded reinforcing bar 1 includes two
It is necessary to match both axes of the screw reinforcing bars 1 and 1, and also to match each thread pitch.In the threaded coupler crimp joint shown in Figure ■, pressure is applied using a crimping device to increase the rigidity of the joint part. The construction is quite difficult and complicated, such as the need for post-construction, and in particular, the screw reinforcing bar 1 is a part of a group of reinforcing bars in a pre-assembled frame cylinder, such as a reinforcing bar assembly column or beam. If so, their mutual succession is even more troublesome.

一方ネジ鉄筋以外の異形鉄筋においては、2本の鉄筋同
志の連継部分で重ね、これを固定一体化する重ね継手方
式が採用されており、これは軸芯の一致やネジピッチの
一致等は顧慮する必要がないため、施工性の良好や経済
的であることにより多用されている。
On the other hand, for deformed reinforcing bars other than threaded reinforcing bars, a lap joint method is adopted in which two reinforcing bars are overlapped at the continuous joint part and fixed and integrated. It is widely used because it is easy to construct and is economical.

しかしこの重ね継手方式は、その鉄筋径がD29よりも
大径のものに対しては、原則として認定されていない処
であることも既知である。
However, it is also known that this lap joint method is, in principle, not approved for reinforcing bars whose diameter is larger than D29.

本考案は、これら従来の鉄筋継手技術を背景としてなさ
れたものであり、特にネジ鉄筋の継手として施工性の良
い重ね継手方式を採用し、かつD29以上のネジ鉄筋に
対しても実施可能であるようにし、ネジ鉄筋の特徴を生
かした新しい継手構造の提供に係り、その特徴とする処
は、2本のネジ鉄筋を平行に重ねて接続するものにおい
て、前記鉄筋が螺合し得るネジ穴と、該鉄筋の外径より
大きい内径を有する貫通孔とを金具主体の上下に平行に
形成した接続金具を、前記両鉄筋の平行に重なる部分の
両端にそれぞれ配置し、前記ネジ穴に一方のネジ鉄筋を
螺挿するとともに貫通孔に他方のネジ鉄筋を挿通腰前記
貫通穴に挿通されたネジ鉄筋にロックナツトを螺合して
前記両鉄筋と接続金具とを一体化する点にある。
The present invention was developed against the background of these conventional reinforcing bar joint techniques, and employs a lap joint method that is particularly easy to work with as a joint for threaded reinforcing bars, and is also applicable to threaded reinforcing bars of D29 or higher. In order to provide a new joint structure that takes advantage of the characteristics of threaded reinforcing bars, the feature is that two threaded reinforcing bars are connected by stacking them in parallel, and a screw hole into which the reinforcing bars can be screwed is provided. , connecting fittings in which through-holes having an inner diameter larger than the outer diameter of the reinforcing bars are formed in parallel above and below the main body of the fitting are respectively arranged at both ends of the parallel overlapping portions of the two reinforcing bars, and one screw is inserted into the screw hole. At the same time as the reinforcing bar is screwed into the through hole, the other threaded reinforcing bar is inserted into the through hole, and a lock nut is screwed onto the threaded reinforcing bar inserted through the through hole to integrate both the reinforcing bars and the connecting fitting.

以下図示の実施例に基いて本考案を詳述すると、第2図
は本考案実施例の要部を示腰第3図は同施工順序を示し
、第4図乃至第6図は本考案の変形実施例を示している
が、第2図において、1.1は連継すべき2本のネジ鉄
筋を示し、これらネジ鉄筋1,1は、その全長に亘って
ネジが形成されたものでも、連継する端部にのみ所要長
に亘ってネジを形成したものでも同効である。
The present invention will be described in detail below based on the illustrated embodiment. Fig. 2 shows the main parts of the embodiment of the invention, Fig. 3 shows the construction order, and Figs. 4 to 6 show the main parts of the embodiment of the invention. Although a modified example is shown, in Fig. 2, 1.1 indicates two threaded reinforcing bars to be connected, and these threaded reinforcing bars 1, 1 may have threads formed over their entire length. The same effect can be achieved even if a thread is formed over the required length only at the continuous end.

8゜8は本考案で用いる接続金具であって、ブロック状
の金具8には、何れも前記ネジ鉄筋1,1のネジと螺合
するネジ穴8aと1.ネジ鉄筋1,1の外径よりも大き
な内径を持つ処の貫通穴8bの両者が並列状に設けられ
たものであり、9,9は締着固定用に一方のネジ鉄筋1
側に螺着されるロックナツトである。
Reference numeral 8°8 denotes a connecting fitting used in the present invention, and the block-shaped fitting 8 has screw holes 8a and 1.8 which are screwed together with the screws of the threaded reinforcing bars 1, 1. Both of the through holes 8b having an inner diameter larger than the outer diameter of the threaded reinforcing bars 1 and 1 are provided in parallel, and 9 and 9 are provided with one of the threaded reinforcing bars 1 for fastening.
It is a lock nut that is screwed onto the side.

本考案の前記接続金具8およびロックナツト9.9によ
る2本のネジ鉄筋1,1の、第2図で示した連継は以下
のようにして行なわれる。
The continuous connection of the two threaded reinforcing bars 1, 1 shown in FIG. 2 using the connecting fitting 8 and lock nut 9.9 of the present invention is performed as follows.

即ち第3図I、 II、 Iとして手順に示すように、
先ず■のように接続金具8,8を、図では下側のネジ鉄
筋1の連継すべき端部1′に、その各ネジ穴8a、8a
を利用して螺合し、両金具8,8を所定間隔の下に固着
するのであり、この間隔は第2図に示すLであるが、L
の長さはネジ鉄筋1の外径をdとして、ICki以上あ
ることが好ましい。
That is, as shown in the procedure as Figure 3 I, II, I,
First, as shown in ■, connect the connecting fittings 8, 8 to the end 1' of the lower threaded reinforcing bar 1 to be connected, and insert the respective screw holes 8a, 8a.
The metal fittings 8, 8 are screwed together using
It is preferable that the length of the threaded reinforcing bar 1 is greater than or equal to ICki, where d is the outer diameter of the threaded reinforcing bar 1.

このように接続金具8,8を固着したネジ鉄筋1に対し
、他方のネジ鉄筋1 (図のIでは上側)には図示のよ
うに、その端部1′上にロックナツト9を予じめ螺合し
て取付けて置き、次いで同図■で示すように、ロックナ
ツト9の取付けられたネジ鉄筋1を、他方のネジ鉄筋1
の接続金具8,8における貫通穴8b、8bに亘って貫
挿状に挿立させ、前記ロックナツト9を同ナツト9と対
応する一方の接続金具8に接支させるように嵌め込み、
次いで同図■で示すように、他方の接続金具8より突出
したネジ鉄筋1の端側より別のロックナツト9を螺合し
、他方の接続金具8の側面に締め込み圧着させることに
よって、両ネジ鉄筋1,1は第2図示のようにその端部
1’、1’が平行状に金具8,8ナツト9,9によって
一体化され、重ね継手となる訳である。
For the threaded reinforcing bar 1 to which the connecting fittings 8, 8 are fixed in this way, a lock nut 9 is screwed in advance onto the end 1' of the other threaded reinforcing bar 1 (the upper side in I in the figure) as shown in the figure. Then, as shown in the same figure (■), attach the threaded reinforcing bar 1 with the lock nut 9 attached to the other threaded reinforcing bar 1.
The lock nut 9 is inserted in a penetrating manner across the through holes 8b, 8b in the connecting fittings 8, 8, and the lock nut 9 is fitted so as to contact and support one of the connecting fittings 8 corresponding to the nut 9,
Next, as shown by ■ in the figure, another lock nut 9 is screwed onto the end of the threaded reinforcing bar 1 that protrudes from the other connecting fitting 8, and is tightened and crimped onto the side of the other connecting fitting 8, thereby tightening both screws. As shown in the second figure, the reinforcing bars 1, 1 have their ends 1', 1' integrated in parallel with metal fittings 8, 8, and nuts 9, 9 to form a lap joint.

第4図乃至第6図に例示したものは、変形実施例のそれ
ぞれを示したもので、第4図に示した実施例では、接続
金具8として、ネジ鉄筋1と螺合するネジ穴8aを有す
るナツト10と、同ナツト10に溶接等で固着されかつ
貫通穴8bを明けたプレート11による構造としたもの
であり、この場合その重ね継手の形成に当っては、図示
のように両ネジ鉄筋1,1の端部i’、i’にそれぞれ
接続金具8,8の各ナツト10をネジ穴8a、8aによ
り取付け(但し両金具8,8の向きは反対とする)、相
手方の各金具8,8の各プレート11.11の貫通穴8
b、8bに各鉄筋1,1の端部1’、1’の一端を貫挿
させ、両プレート11゜11の両側において、ロックナ
ツト9,9のl対を締着挟止させるものであり(このさ
いロックナツト9の一方は貫挿前にそれぞれの鉄筋端部
1’、1’上に螺合して置く)、両金具8,8の向きを
反対として両鉄筋1,1に分れて設けるのは、2個のロ
ックナツト9,9を用いることと、端部1′のプレート
11に対する貫挿の手間を考慮しての事であるが、手間
を考えなければ、一方のネジ鉄筋1に接続金具8,8を
同じ向きとして、ナツト10.10を螺合させて、プレ
ート11.11側に他方のネジ鉄筋1を貫挿させて固定
することも不可能ではない。
The examples shown in FIGS. 4 to 6 are modified embodiments, and in the embodiment shown in FIG. The plate 11 is fixed to the nut 10 by welding or the like and has a through hole 8b.In this case, when forming the lap joint, double-threaded reinforcing bars are used as shown in the figure. Attach each nut 10 of the connecting fittings 8, 8 to the ends i', i' of 1, 1, respectively, through the screw holes 8a, 8a (however, the directions of both fittings 8, 8 are opposite), and each of the mating fittings 8. , 8 through holes 8 in each plate 11.11
One end of each reinforcing bar 1', 1' is inserted through b, 8b, and a pair of lock nuts 9, 9 are tightened and clamped on both sides of both plates 11°11. At this time, one of the lock nuts 9 is screwed onto the respective reinforcing bar ends 1', 1' before penetration), and the two metal fittings 8, 8 are placed in opposite directions on the two reinforcing bars 1, 1. This is done in consideration of the use of two lock nuts 9, 9 and the effort of penetrating the end portion 1' into the plate 11, but if the effort is not taken into account, it would be better to connect it to one screw reinforcing bar 1. It is not impossible to set the metal fittings 8, 8 in the same direction, screw the nuts 10.10 together, and insert and fix the other threaded reinforcing bar 1 into the plate 11.11 side.

第6図は第4図型式の金具8の1個を用いて、ネジ鉄筋
1,1を連継することも可能であることを示しており、
ナツト10をどちらの鉄筋1に取付けるかは自由である
FIG. 6 shows that it is also possible to connect threaded reinforcing bars 1, 1 in succession using one of the metal fittings 8 of the type shown in FIG.
It is free to attach the nut 10 to which reinforcing bar 1.

また第5図に例示したものは、第2図示の接続金具8が
ブロック形態であり、第4図示の接続金具8がナツト1
0とプレート11の合成形態であるに比し、接続金具8
を全くのプレート形状のものとした点であり、このさい
両金具1,1に対する締着固定に当り、何れも2個宛の
ロツクナット9,9をプレート両側に締着固定すること
になる。
Further, in the example shown in FIG. 5, the connecting fitting 8 shown in the second drawing is in the form of a block, and the connecting fitting 8 shown in the fourth drawing is in the form of a nut 1.
0 and the plate 11, the connecting fitting 8
The point is that the plate is completely plate-shaped, and in this case, when tightening and fixing the two metal fittings 1, 1, the lock nuts 9, 9 for each of the two pieces are tightened and fixed on both sides of the plate.

このさい金具8における2個のネジ穴8a貫通孔8bは
第2,4図と同様であって差支えない。
At this time, the two screw holes 8a and through-holes 8b in the metal fitting 8 may be the same as those shown in FIGS. 2 and 4.

また図示省略しているが、図例のネジ鉄筋1.1は単に
フリーな1木兄を示しているけれども、これは先に述べ
たように組立鉄筋柱、梁体のような鉄筋構造物における
拘束された複数の各ネジ鉄筋に適用可能で、前記構造物
の1対を接続一対比する場合に、それぞれの相対するネ
ジ鉄筋間に利用できることはいうまでもなく、更に第2
図示における両鉄筋1,1の平行する端部1′。
Also, although not shown, the threaded reinforcing bar 1.1 in the figure simply shows a free one-piece bar, but as mentioned earlier, this is not applicable to reinforced structures such as assembled reinforced columns and beams. It goes without saying that it can be applied to each of a plurality of constrained threaded reinforcing bars, and can be used between each opposing threaded reinforcing bar when a pair of structures are connected.
Parallel ends 1' of both reinforcing bars 1, 1 in the illustration.

1′(金具8,8間に亘る)・に、スパイラム筋を巻付
けることもできる。
1' (spanning between the metal fittings 8, 8) can also be wrapped with a spiral wire.

本考案によれば、ネジ鉄筋1,1の継手構造として、接
続金具8とロックナツト9を用いることにより、容易に
重ね継手構造が得られ、その施工性、作業性はきわめて
良好である。
According to the present invention, by using the connecting fitting 8 and the lock nut 9 as a joint structure for the threaded reinforcing bars 1, 1, a lap joint structure can be easily obtained, and its construction and workability are extremely good.

即ち一方のネジ鉄筋1側に金具8をネジ穴8aの螺合を
介して取付け、他方のネジ鉄筋1を金具8の貫通穴8b
に遊挿して、ロックナツト9の締め込みで固定すれは足
りるので、迅速かつ容易に作業が行なわれ、かつ従来の
突き合せ型式のようにネジ鉄筋1.1の軸芯の一致とか
、ネジピッチの一致とかは全く不要であるので、特にネ
ジ鉄筋1,1が互いに拘束されてその軸芯通りがずれて
いた場合に利便であり、しかも鉄筋1,1の端部1’、
1’が平行する型式であるから、コンクリート内に埋め
込まれた場合に充分な効果を発揮でき、このさいLの長
ささえlω程程度に取れば、コンクリートとの付着効果
も向上するのであり、コンクリートの骨格鉄筋として、
その強靭性、信頼性を裏切ることもないし、更に本考案
の重ね継手は、コンクリート中に埋込まれない場合でも
、ロックナツト9の強度分だけ充分に力を伝達するもの
であり、コンクリート中に埋め込まれた場合、コンクリ
ートの品質が不良であったり、劣化した場合でも、継手
部強度は保持でき、構造物の信頼性を向上させることが
可能である。
That is, the metal fitting 8 is attached to one side of the screw reinforcing bar 1 through the screw hole 8a, and the other screw reinforcing bar 1 is attached to the through hole 8b of the metal fitting 8.
It is enough to loosely insert it into the lock nut 9 and fix it by tightening the lock nut 9, so the work can be done quickly and easily, and unlike the conventional butt type, it is not necessary to match the axes of the threaded reinforcing bars 1.1 or match the thread pitch. This is particularly convenient when the threaded reinforcing bars 1, 1 are constrained to each other and their axes are misaligned.
Since it is a type in which 1' is parallel, it can exhibit sufficient effect when embedded in concrete, and in this case, if the length of L is about lω, the adhesion effect with concrete will be improved. As the skeletal reinforcement of
It does not betray its toughness and reliability, and furthermore, even when the lap joint of the present invention is not embedded in concrete, it can sufficiently transmit force equal to the strength of the lock nut 9, and even when it is not embedded in concrete. In this case, even if the quality of the concrete is poor or deteriorated, the strength of the joint can be maintained and the reliability of the structure can be improved.

また従来の異形鉄筋における重ね継手としては、重ね圧
着継手、補強金具付き重ね継手、あるいは楔割り込み重
ね継手等があるけれども、これら従来型式に比し、所要
構造がネジ利用によって著しく簡単化でき、必要部品と
しても接続金具8とロックナツト9のみで足り、ネジ鉄
筋相互の継手として利点大である。
In addition, conventional lap joints for deformed reinforcing bars include lap crimp joints, lap joints with reinforcing metal fittings, and wedge-split lap joints, but compared to these conventional types, the required structure can be significantly simplified by using screws, and the required structure can be significantly simplified by using screws. Only the connecting fitting 8 and lock nut 9 are required as parts, which is a great advantage as a joint between threaded reinforcing bars.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来のネジ鉄筋継手例の各説明図、第2図は本
考案継手実施例の正面図、第3図は同施工手順の説明図
、第4.5. 6図は同変形実施例の各説明図である。 1・・・・・・ネジ鉄筋、1′・・・・・・端部、8・
・・・・・接続金具、8a・・・・・・ネジ穴、8b・
・・・・・貫通穴、9・・・・・田ツクナツト。
Fig. 1 is an explanatory diagram of an example of a conventional screw reinforcing bar joint, Fig. 2 is a front view of an embodiment of the joint of the present invention, Fig. 3 is an explanatory diagram of the same construction procedure, and Fig. 4.5. FIG. 6 is an explanatory diagram of the modified embodiment. 1...Screw reinforcing bar, 1'...End, 8.
...Connection fittings, 8a...Screw holes, 8b.
...Through hole, 9...Tatsuknut.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 2本のネジ鉄筋を平行に重ねて接続するものにおいて、
前記鉄筋が螺合し得るネジ穴と、該鉄筋の外径より大き
い内径を有する貫通孔とを金具主体の上下に平行して形
成した接続金具を、前記両鉄筋の平行に重なる部分の両
端にそれぞれ配置腰前記ネジ孔に一方のネジ鉄筋を螺挿
するとともに貫通穴に他方のネジ鉄筋を挿通し、前記貫
通穴に挿通されたネジ鉄筋にロックナツトを螺合して前
記両鉄筋と接続金具とを一体化したことを特徴とするネ
ジ鉄筋の重ね継手。
When connecting two threaded reinforcing bars in parallel,
A connecting fitting in which a screw hole into which the reinforcing bar can be screwed and a through hole having an inner diameter larger than the outer diameter of the reinforcing bar are formed in parallel above and below the main body of the fitting is attached to both ends of the parallel overlapping part of the reinforcing bar. At the same time, one threaded reinforcing bar is inserted into the screw hole, and the other threaded reinforcing bar is inserted into the through hole, and a lock nut is screwed onto the threaded reinforcing bar inserted through the through hole to connect both the reinforcing bars and the connecting fitting. A lap joint for threaded reinforcing bars that is characterized by the integration of.
JP5168580U 1980-04-14 1980-04-14 Lap joint of threaded reinforcing bars Expired JPS6018496Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5168580U JPS6018496Y2 (en) 1980-04-14 1980-04-14 Lap joint of threaded reinforcing bars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5168580U JPS6018496Y2 (en) 1980-04-14 1980-04-14 Lap joint of threaded reinforcing bars

Publications (2)

Publication Number Publication Date
JPS56151427U JPS56151427U (en) 1981-11-13
JPS6018496Y2 true JPS6018496Y2 (en) 1985-06-05

Family

ID=29646582

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5168580U Expired JPS6018496Y2 (en) 1980-04-14 1980-04-14 Lap joint of threaded reinforcing bars

Country Status (1)

Country Link
JP (1) JPS6018496Y2 (en)

Also Published As

Publication number Publication date
JPS56151427U (en) 1981-11-13

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