JP2008075417A - Connecting method for irregular bar - Google Patents

Connecting method for irregular bar Download PDF

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Publication number
JP2008075417A
JP2008075417A JP2006258873A JP2006258873A JP2008075417A JP 2008075417 A JP2008075417 A JP 2008075417A JP 2006258873 A JP2006258873 A JP 2006258873A JP 2006258873 A JP2006258873 A JP 2006258873A JP 2008075417 A JP2008075417 A JP 2008075417A
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Japan
Prior art keywords
deformed reinforcing
lock nut
biting
attachment member
reinforcing bar
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JP2006258873A
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Inventor
Motoomi Ogata
素臣 尾形
Keishu Murakami
桂秀 村上
Kouichiro Kodera
耕一朗 小寺
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Kyoei Steel Ltd
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Kyoei Steel Ltd
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Priority to JP2006258873A priority Critical patent/JP2008075417A/en
Publication of JP2008075417A publication Critical patent/JP2008075417A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To overcome the following problems: much labor is required and a connection component and a job site are contaminated with a filler, because a resin or the like is infilled on the job site, in the use of the filler; and the reliability of connection can hardly maintained because a lock nut can be loosened by a tension during the use of the lock nut. <P>SOLUTION: A halved biting splicing member, in which many protrusions are formed on an inner surface, in which a screw is formed on an outer surface and which is formed in such a tapered shape as to become thin at an end and thicker toward the center, is cylindrically formed by being assembled in such a manner as to cover a connecting portion of the deformed bar. The lock nut is screwed to the screw on the outer surface. The bite type attached member decreases in diameter in accordance with the screwing of the lock nut, so that the protrusion on the inner surface can be brought into pressure contact with the surface of the deformed bar. Consequently, the irregular bar can be surely connected by utilizing performance equivalent to a mechanical joint, and the connected state of the irregular bar can be stably maintained. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

この発明は、一対の異形鉄筋を充填材を使用することなく接続する異形鉄筋の接続方法に関するものである。   The present invention relates to a method for connecting deformed reinforcing bars that connect a pair of deformed reinforcing bars without using a filler.

従来、高層ビルなどに用いられるねじ鉄筋同士を接続するためには、接続すべき一対のねじ鉄筋をくい込み添接部材内のねじに螺合させて接続している。
しかし、くい込み添接部材は精度が余りよくなくがたつきが生じるので、特許文献1に示されるように、くい込み添接部材の周面に穴をあけて、くい込み添接部材内に樹脂またはモルタルを充填して、張力がかかってもがたつきが生じないようにしている。
また、特許文献2に示されるように、充填材を使用することなく、ねじ鉄筋のそれぞれに螺合されたロックナットをくい込み添接部材の両端面に向かって締め付けるものがある。
Conventionally, in order to connect screw rebars used in a high-rise building or the like, a pair of screw rebars to be connected is screwed into screws in a fitting member and connected.
However, since the bite attachment member is not accurate enough and rattling occurs, as shown in Patent Document 1, a hole is made in the peripheral surface of the bite attachment member, and resin or mortar is placed in the bite attachment member. To prevent rattling even when tension is applied.
Moreover, as shown in Patent Document 2, there is a type in which a lock nut screwed into each of the threaded reinforcing bars is inserted and tightened toward both end surfaces of the attachment member without using a filler.

特開平11−107445号公報(図1参照)Japanese Patent Laid-Open No. 11-107445 (see FIG. 1) 特開2004−238869号公報(図2参照)JP 2004-238869 A (see FIG. 2)

従来のねじ鉄筋の接続方法は上記のように行われているので、特許文献1に示されるものでは、充填材が十分充填されているか否かを外部から確認することができなく、接続の確実性を認識することができない。また、作業現場において樹脂などを充填することは手間がかかり、充填材で接続部品および作業現場を汚す等の課題があった。
また、特許文献2に示されるロックナット使用のものでは、使用中、張力によってロックナットが緩む恐れがあり、接続の確実性を維持することに課題があった。
そして、上記のように表面にねじの変わりに、ふし(軸線に対して直角や斜めの突起)や、リブ(軸線方向の突起)をつけたり変形させたりしてコンクリ−トの付着性を高めた異形鉄筋は、上記の接続方法は適用することができず、現状においては、この異形鉄筋に対する機械式継ぎ手がないという課題があった。
Since the conventional screw rebar connection method is performed as described above, the one disclosed in Patent Document 1 cannot confirm from the outside whether or not the filler is sufficiently filled, and the connection is ensured. Cannot recognize sex. In addition, filling a resin or the like at a work site is time-consuming, and there are problems such as fouling connection parts and the work site with a filler.
Moreover, in the thing using the lock nut shown by patent document 2, there exists a possibility that a lock nut may loosen by tension | tensile_strength during use, and there existed a subject in maintaining the reliability of a connection.
Then, instead of screws on the surface as described above, the adhesiveness of the concrete was improved by attaching or deforming a cleaver (protrusions perpendicular to or oblique to the axis) or ribs (protrusions in the axial direction). The above-mentioned connection method cannot be applied to deformed reinforcing bars, and there is a problem that there is no mechanical joint for deformed reinforcing bars at present.

この発明は上記従来の課題を解消するためになされたもので、現場における作業が簡単であり、一対の異形鉄筋を充填材を使用することなく、確実に接続できる異形鉄筋の接続方法を提供することを目的とする。   The present invention has been made in order to solve the above-described conventional problems, and provides a method for connecting deformed reinforcing bars that can be easily connected to a pair of deformed reinforcing bars without using a filler. For the purpose.

この発明に係る異形鉄筋の接続方法は、接続すべき一対の異形鉄筋と、内面に多数の凸部が形成され、外面にねじが形成され、かつ端部が薄く中央に至るに従って厚くなるようにテーパ状に形成された二つ割のくい込み添接部材と、前記異形鉄筋の接続部を覆うように組み付けて円筒状とした前記くい込み添接部材のねじに螺合するロックナットとを備え、前記くい込み添接部材はロックナットの締め付けに従い、テーパ状の斜面により異形鉄筋側に縮径され、内面の凸部が異形鉄筋の表面に圧接するものである。   The method for connecting deformed reinforcing bars according to the present invention is such that a pair of deformed reinforcing bars to be connected and a large number of convex portions are formed on the inner surface, screws are formed on the outer surface, and the end portions are thin and become thicker toward the center. A two-part biting attachment member formed in a taper shape, and a lock nut screwed into a screw of the biting attachment member assembled into a cylindrical shape so as to cover the connection portion of the deformed reinforcing bar, The biting attachment member is reduced in diameter toward the deformed reinforcing bar side by a tapered slope according to the tightening of the lock nut, and the convex portion of the inner surface is pressed against the surface of the deformed reinforcing bar.

この発明によれば、テーパ状に形成された二つ割のくい込み添接部材を異形鉄筋の接続部を覆うように組み付けて円筒状とし、このくい込み添接部材の外面のねじにロックナットを螺合し、くい込み添接部材内面の凸部を異形鉄筋の表面に圧接させて、一対の異形鉄筋を強固に締結するように構成したので、このくい込み添接部材を金属とすることにより、機械式継ぎ手と同等の性能が得られる。また、樹脂またはモルタル等の充填材を使用する必要がない。従って、作業現場において樹脂等を充填する手間もなく、現場における作業が簡単であり、充填材で接続部品および作業現場を汚すこともなく、一対の異形鉄筋を安価に且つ確実に接続できる効果がある。   According to the present invention, the two-part biting attachment member formed in a taper shape is assembled so as to cover the connecting portion of the deformed reinforcing bar to form a cylindrical shape, and the lock nut is screwed onto the screw on the outer surface of the biting attachment member. Since the convex part on the inner surface of the biting attachment member is pressed against the surface of the deformed reinforcing bar and the pair of deformed reinforcing bars are firmly fastened, a mechanical type can be obtained by making the biting attachment member a metal. The same performance as the joint can be obtained. Further, it is not necessary to use a filler such as resin or mortar. Therefore, there is no need to fill a resin or the like at the work site, the work at the site is simple, and there is an effect that the pair of deformed reinforcing bars can be connected inexpensively and reliably without contaminating the connection parts and the work site with the filler. .

以下、この発明の実施の形態を図1から図6を参照して詳細に説明する。
実施の形態1.
図1はこの発明の実施の形態1による異形鉄筋の接続方法を説明するくい込み添接部材、ロックナットの縦断面図である。図2はこの発明による異形鉄筋の接続工程の説明図である。図3、図4は一部を拡大して示したこの発明による異形鉄筋の接続工程の説明図である。図5はくい込み添接部材を示す図であり、(a)は(b)のa−a線に沿う縦断面図、(b)は端面図である。図6はロックナットを示す図であり、(a)は縦断面図,(b)は端面図である。
Hereinafter, embodiments of the present invention will be described in detail with reference to FIGS.
Embodiment 1 FIG.
FIG. 1 is a longitudinal sectional view of a bite attachment member and a lock nut for explaining a method for connecting deformed reinforcing bars according to Embodiment 1 of the present invention. FIG. 2 is an explanatory view of the deformed reinforcing bar connecting step according to the present invention. FIG. 3 and FIG. 4 are explanatory views of the deformed reinforcing bar connecting step according to the present invention, partially enlarged. 5A and 5B are views showing the bite attachment member, wherein FIG. 5A is a longitudinal sectional view taken along line aa in FIG. 5B, and FIG. 5B is an end view. FIG. 6 is a view showing a lock nut, in which (a) is a longitudinal sectional view and (b) is an end view.

図において、一対の異形鉄筋1,2を接続するくい込み添接部材3は図5に示すように、筒状体を二つ割したもので、内面に多数の凸部3aが形成され、外面にねじ4が形成され、端部は薄く中央に至るに従って厚くなるようにテーパ状(厚み差t)に形成されている。一対の異形鉄筋1,2は全長にわたって突起として雄ねじ5が形成されているとともに、両側面が軸線方向に欠如されて平面6に仕上げられている。図6に示すロックナット7は異形鉄筋の接続部を覆うように組み付けて円筒状とした、くい込み添接部材3の外面のねじ4に螺合する。   In the figure, a biting attachment member 3 for connecting a pair of deformed reinforcing bars 1 and 2 is obtained by dividing a cylindrical body into two parts as shown in FIG. The screw 4 is formed, and the end portion is formed in a taper shape (thickness difference t) so as to become thicker toward the center. The pair of deformed reinforcing bars 1 and 2 has a male screw 5 formed as a protrusion over the entire length, and both sides are missing in the axial direction and finished to a flat surface 6. The lock nut 7 shown in FIG. 6 is screwed into a screw 4 on the outer surface of the biting attachment member 3 which is assembled so as to cover the connection portion of the deformed reinforcing bar and is cylindrical.

次に異形鉄筋1,2の接続作業を説明する。まず、図1に示すように、接続すべき一対の異形鉄筋1,2のそれぞれにロックナット7を嵌合させた後、この一対の異形鉄筋1,2を端部同士を当接させて直線状に配置し、その当接部を覆うように2つ割のくい込み添接部材3を組み付けて円筒状に閉じる。そして、このくい込み添接部材7の外面のねじ4にロックナット7を螺合する。この螺合に従い、くい込み添接部材3はテーパ状の斜面によって異形鉄筋1,2側に縮径され、内面の凸部3aが異形鉄筋1,2の表面にくい込むように圧接する。これにより、一対の異形鉄筋1,2はくい込み添接部材3、ロックナット7によって強固に一体に接続される。この状態において、くい込み添接部材は異形鉄筋の表面に圧接した凸部3aの反発力によって該異形鉄筋から離間する方向の力が加えられる。この結果、くい込み添接部材3のねじ山とロックナットのねじ山とが密接して該ロックナットは緩むことがない。   Next, the connection work of the deformed reinforcing bars 1 and 2 will be described. First, as shown in FIG. 1, after a lock nut 7 is fitted to each of a pair of deformed reinforcing bars 1 and 2 to be connected, the ends of the pair of deformed reinforcing bars 1 and 2 are brought into contact with each other in a straight line. The two bite attachment members 3 are assembled so as to cover the contact portion, and are closed in a cylindrical shape. Then, the lock nut 7 is screwed onto the screw 4 on the outer surface of the biting attachment member 7. Following this screwing, the biting attachment member 3 is reduced in diameter toward the deformed rebars 1 and 2 by the tapered slope, and the convex portion 3a on the inner surface is pressed against the surface of the deformed rebars 1 and 2. Accordingly, the pair of deformed reinforcing bars 1 and 2 are firmly and integrally connected by the biting attachment member 3 and the lock nut 7. In this state, the biting attachment member is applied with a force in a direction away from the deformed reinforcing bar by the repulsive force of the convex portion 3a pressed against the surface of the deformed reinforcing bar. As a result, the thread of the biting attachment member 3 and the thread of the lock nut are in close contact with each other so that the lock nut does not loosen.

この接続作業に際し、くい込み添接部材3のねじ4にフッ素系合成樹脂、例えばテフロン(登録商標)をテープのように巻き付けておく。このようにすると、摩擦が低減され、通常の締め付けトルクより大きな締め付け力が得られ、異形鉄筋1,2とくい込み添接部材3をより強固に一体に緊結できる。   In this connection work, a fluorine-based synthetic resin, for example, Teflon (registered trademark) is wound around the screw 4 of the biting attachment member 3 like a tape. In this way, the friction is reduced, a tightening force greater than the normal tightening torque is obtained, and the deformed rebars 1 and 2 and the biting attachment member 3 can be tightened together more firmly.

なお、図面は、全長にわたり雄ねじ5が形成され、両側面を平面に欠如した異形鉄筋1,2を示したが、この異形鉄筋1,2は少なくとも表面にふしや、リブをつけて変形させたものであればよい。また、異形鉄筋1,2は両側面を平面にすることなく横断面円形のものでもよい。   The drawing shows deformed rebars 1 and 2 having a male screw 5 formed over the entire length and lacking both sides in a plane. The deformed rebars 1 and 2 are deformed by attaching at least the surface and ribs. Anything is acceptable. Further, the deformed reinforcing bars 1 and 2 may have a circular cross section without making both side surfaces flat.

以上のように、この発明によれば、テーパ状に形成された二つ割のくい込み添接部材を異形鉄筋の接続部を覆うように組み付けて円筒状とし、このくい込み添接部材の外面のねじにロックナットを螺合し、くい込み添接部材内面の凸部を異形鉄筋の表面に圧接させて、一対の異形鉄筋を強固に締結するように構成したので、このくい込み添接部材を金属とすることにより、機械式継ぎ手と同等の性能が得られる。また、くい込み添接部材を介して一対の異形鉄筋を強固に締結した後は、くい込み添接部材は異形鉄筋の表面に圧接した凸部の反発力によって該異形鉄筋から離間する方向の力が加えられる。この結果、くい込み添接部材のねじ山とロックナットのねじ山とが密接して該ロックナットが緩むことがなく、安定した接続状態を維持することができる。また、樹脂またはモルタル等の充填材を使用する必要がない。従って、作業現場において樹脂等を充填する手間もなく、現場における作業が簡単であり、充填材で接続部品および作業現場を汚すこともなく、一対の異形鉄筋を安価に且つ確実に接続できる効果がある。   As described above, according to the present invention, the tapered biting attachment member is assembled into a cylindrical shape so as to cover the connecting portion of the deformed reinforcing bar, and the screw on the outer surface of the biting attachment member Since the lock nut is screwed onto and the convex portion on the inner surface of the biting attachment member is pressed against the surface of the deformed reinforcing bar so that the pair of deformed reinforcing bars are firmly fastened, the biting attachment member is made of metal. As a result, performance equivalent to that of a mechanical joint can be obtained. In addition, after the pair of deformed reinforcing bars are firmly fastened via the biting attachment member, the biting attachment member is applied with a force in a direction away from the deformed reinforcing bar due to the repulsive force of the convex portion pressed against the surface of the deformed reinforcing bar. It is done. As a result, the thread of the biting attachment member and the thread of the lock nut are in close contact with each other, so that the lock nut does not loosen, and a stable connection state can be maintained. Further, it is not necessary to use a filler such as resin or mortar. Therefore, there is no need to fill a resin or the like at the work site, the work at the site is simple, and there is an effect that a pair of deformed reinforcing bars can be connected inexpensively and reliably without contaminating the connection parts and the work site with the filler. .

図1はこの発明の実施の形態1による異形鉄筋の接続方法を説明するくい込み添接部材の縦断面図である。FIG. 1 is a longitudinal sectional view of a biting attachment member for explaining a method for connecting deformed reinforcing bars according to Embodiment 1 of the present invention. この発明による異形鉄筋の接続工程の説明図である。It is explanatory drawing of the connection process of the deformed reinforcing bar by this invention. 一部を拡大して示したこの発明による異形鉄筋の接続工程の説明図である。It is explanatory drawing of the connection process of the deformed reinforcing bar by this invention which expanded and showed one part. 一部を拡大して示したこの発明による異形鉄筋の接続工程の説明図である。It is explanatory drawing of the connection process of the deformed reinforcing bar by this invention which expanded and showed one part. くい込み添接部材を示す図であり、(a)はa−a線に沿う縦断面図、(b)は端面図である。It is a figure which shows a biting attachment member, (a) is a longitudinal cross-sectional view which follows the aa line, (b) is an end elevation. ロックナットを示す図であり、(a)は縦断面図,(b)は端面図である。It is a figure which shows a lock nut, (a) is a longitudinal cross-sectional view, (b) is an end view.

符号の説明Explanation of symbols

1,2 一対の異形鉄筋1,2
3 くい込み添接部材
4 雌ねじ
5 雄ねじ
6 平面
7 ロックナット
1, 2 A pair of deformed bars 1, 2
3 Biting member 4 Female screw 5 Male screw 6 Plane 7 Lock nut

Claims (3)

接続すべき一対の異形鉄筋と、内面に多数の凸部が形成され、外面にねじが形成され、かつ端部が薄く中央に至るに従って厚くなるようにテーパ状に形成された二つ割のくい込み添接部材と、前記異形鉄筋の接続部を覆うように組み付けて円筒状とした前記くい込み添接部材のねじに螺合するロックナットとを備え、前記くい込み添接部材はロックナットの締め付けに従い、テーパ状の斜面により異形鉄筋側に縮径され、内面の凸部が異形鉄筋の表面に圧接することを特徴とする異形鉄筋の接続方法。 A pair of deformed reinforcing bars to be connected, a number of protrusions formed on the inner surface, screws formed on the outer surface, and a two-part bite formed in a tapered shape so that the end is thin and thicker toward the center A fitting member and a lock nut that is assembled to cover the connecting portion of the deformed reinforcing bar to be cylindrical and screwed into the screw of the biting attachment member, the biting attachment member according to tightening of the lock nut, A deformed reinforcing bar connecting method, characterized in that the diameter of the deformed reinforcing bar is reduced to a deformed reinforcing bar side by a tapered slope, and a convex portion of the inner surface is pressed against the surface of the deformed reinforcing bar. くい込み添接部材の材質を金属としたことを特徴とする請求項1記載の異形鉄筋の接続方法。 2. The deformed reinforcing bar connecting method according to claim 1, wherein the biting attachment member is made of metal. ロックナットを螺合するくい込み添接部材のねじ部にフッ素系合成樹脂を固着したことを特徴とする請求項1または請求項2記載の異形鉄筋の接続方法。 3. The deformed reinforcing bar connecting method according to claim 1, wherein a fluorine-based synthetic resin is fixed to a thread portion of a biting attachment member into which a lock nut is screwed.
JP2006258873A 2006-09-25 2006-09-25 Connecting method for irregular bar Pending JP2008075417A (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05295858A (en) * 1992-04-17 1993-11-09 Nkk Corp Joint for shaped sectional bar
JPH09279766A (en) * 1996-04-12 1997-10-28 Tootec:Kk Joint structure of deformed reinforcement
JP2001323462A (en) * 2000-05-15 2001-11-22 Arai Gumi Ltd Fastening device
JP2004068304A (en) * 2002-08-02 2004-03-04 Hisahiro Hiraishi End fixed construction of constituent in reinforced concrete building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05295858A (en) * 1992-04-17 1993-11-09 Nkk Corp Joint for shaped sectional bar
JPH09279766A (en) * 1996-04-12 1997-10-28 Tootec:Kk Joint structure of deformed reinforcement
JP2001323462A (en) * 2000-05-15 2001-11-22 Arai Gumi Ltd Fastening device
JP2004068304A (en) * 2002-08-02 2004-03-04 Hisahiro Hiraishi End fixed construction of constituent in reinforced concrete building

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