JP6944210B2 - Reinforcing bar joint sleeve - Google Patents
Reinforcing bar joint sleeve Download PDFInfo
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- JP6944210B2 JP6944210B2 JP2020023892A JP2020023892A JP6944210B2 JP 6944210 B2 JP6944210 B2 JP 6944210B2 JP 2020023892 A JP2020023892 A JP 2020023892A JP 2020023892 A JP2020023892 A JP 2020023892A JP 6944210 B2 JP6944210 B2 JP 6944210B2
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- wall
- reinforcing bar
- filler
- tubular body
- tubular
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Description
本発明は、鉄筋を筒状体内で連結する鉄筋継手用スリーブにおいて、充填材を筒状体内に充填する際に使用する充填材導管が注入口及び排出口を囲む筒状立壁から抜け出すのを防止する抜け止め構造に関する。 The present invention prevents the filler conduit used for filling the filler into the tubular body from coming out of the tubular vertical wall surrounding the inlet and the discharge port in the sleeve for the reinforcing bar joint that connects the reinforcing bars in the tubular body. Regarding the retaining structure.
鉄筋継手用スリーブは、筒体の内部に2本の鉄筋端部を対向する位置より挿入し、両者を筒体の内部に注入した充填材により固定するものであるが、下記特許文献1に示されるように、充填材の注入作業は筒体の一端部に設けた注入口より行う。この注入作業を効率よくおこなうため、注入口の口径を大きくし、他方、筒体の他端部に設けた排出口は充填材により押し込まれた空気の排出と同時に、注入した充填材を筒体内の隅々まで十分に行き渡らせて稠密度を向上させるためにその排出口の口径を小さなものとしている。 The sleeve for a reinforcing bar joint is one in which two reinforcing bar ends are inserted into the inside of the cylinder from opposite positions and both are fixed by a filler injected into the inside of the cylinder, which is shown in Patent Document 1 below. The filling material is injected from the injection port provided at one end of the cylinder. In order to perform this injection work efficiently, the diameter of the injection port is increased, while the discharge port provided at the other end of the cylinder discharges the air pushed by the filler, and at the same time, the injected filler is injected into the cylinder. The diameter of the outlet is made small in order to sufficiently spread it to every corner and improve the density.
従来、注入筒体の筒状立壁の内壁と充填材導管との固定状態を高めるために注入筒体の開口径を大きめに製造しておき、挿入する側の充填材導管の挿入端部にテープを巻き付けて太さを調整し、且つ、接着剤を併用して注入筒体へ押し込むようにして嵌合固定していた。 Conventionally, in order to improve the fixed state between the inner wall of the tubular vertical wall of the injection cylinder and the filler conduit, a large opening diameter of the injection cylinder is manufactured, and tape is applied to the insertion end of the filler conduit on the insertion side. Was wound around the body to adjust the thickness, and an adhesive was also used to push the material into the injection cylinder to fit and fix it.
この施工は、充填材導管へのテープの巻き付けによる管の太さを調整しながらの巻き付け作業及び接着剤を使用する作業等を伴うものであり、充填材導管の嵌合作業に精度と時間を必要とするものであった。 This construction involves wrapping work while adjusting the thickness of the pipe by wrapping the tape around the filler conduit and work using an adhesive, etc., and requires accuracy and time for the fitting work of the filler conduit. It was what I needed.
本発明は、鉄筋継手用スリーブの注入口と排出口の両者の充填材導管の挿入口となる注入筒体及び排出筒体に充填材導管を差し込むだけで十分に密着固定され、コンクリート打設時のコンクリートの注入圧力によって注入筒体及び排出筒体から充填材導管がはずれないようにすることを課題とするものである。 The present invention is sufficiently tightly fixed by simply inserting the filler conduit into the injection cylinder and the discharge cylinder, which are the insertion ports of the filler conduits of both the inlet and the discharge port of the sleeve for reinforced joints, and is sufficiently adhered and fixed at the time of placing concrete. It is an object of the present invention to prevent the filler conduit from coming off from the injection cylinder and the discharge cylinder due to the injection pressure of the concrete.
筒状体の両端に鉄筋挿入口の開口部が設けてあり、筒状体の側壁の一端部に充填材の注入口が、他端部に排出口が設けてあり、筒状体の両端の開口部から挿入された鉄筋が筒状体内部において注入口から充填された充填材の硬化によって接合固定される鉄筋継手用スリーブであって、注入口と排出口は同一寸法の筒状立壁で包囲されており、注入口の径が排出口の径より大きくしてあり、かつ、注入口の筒状立壁の内壁の対向位置に開口部から筒状体まで連続して延びる係止突起が設けてあり、排出口の筒状立壁の内壁の対向位置に開口部から筒状体まで連続して延びる抜け止め突起が設けてあり、更に、係止突起及び抜け止め突起の先端側が鋭角状であって充填材導管に喰い込むことによって充填材導管が抜け出るのを防止したことを特徴とする鉄筋継手用スリーブである。 Reinforcing bar insertion openings are provided at both ends of the tubular body, a filler injection port is provided at one end of the side wall of the tubular body, and a discharge port is provided at the other end of the side wall of the tubular body. A sleeve for reinforced joints in which the reinforcing bar inserted from the opening is joined and fixed by hardening the filler filled from the injection port inside the tubular body, and the injection port and the discharge port are surrounded by a tubular vertical wall of the same size. The diameter of the injection port is larger than the diameter of the discharge port, and a locking projection that continuously extends from the opening to the tubular body is provided at a position facing the inner wall of the tubular vertical wall of the injection port. There is a retaining protrusion that extends continuously from the opening to the tubular body at the position facing the inner wall of the tubular standing wall of the discharge port, and the tip side of the locking protrusion and the retaining protrusion is sharp. It is a sleeve for a reinforced joint, which is characterized in that the filler conduit is prevented from coming out by biting into the filler conduit.
筒状立壁の開口部から筒状体まで延びる連続した突起によって充填材導管が鉄筋継手用スリーブに強固に保持されて抜け出すことが無い。
また、突起の先端側を鋭角状にすることによって充填材導管に喰いこむので摩擦力が増加しており、コンクリート打設等の振動等に対しての充填材導管が抜け出すことがなく、作業効率が改善される。
また、充填材導管の筒状立壁に対する密着度が高められ、コンクリート打設時に注入筒体より充填材導管が外れることがなくなる。
The continuous protrusion extending from the opening of the cylindrical vertical wall to the tubular body firmly holds the filler conduit to the sleeve for the reinforcing bar joint and prevents it from coming out.
In addition, by making the tip side of the protrusion an acute angle, it bites into the filler conduit, so the frictional force is increased, and the filler conduit does not come out due to vibrations such as when placing concrete, and work efficiency is improved. Is improved.
In addition, the degree of adhesion of the filler conduit to the tubular standing wall is enhanced, and the filler conduit does not come off from the injection cylinder when concrete is placed.
以下、図面を参照して本発明を実施例に基づいて説明する。
実施例1
図1は、本発明の鉄筋継手用スリーブ1の長手方向中央の略断面図を示すものである。鉄筋継手用スリーブ1は、筒状の本体、周側壁2、該周側壁2の両端部の鉄筋挿入口3、4で構成される。筒体の内部の空間5は鉄筋挿入口3、4から挿入された鉄筋が配置され、充填材が充填固化される。空間5の周側壁2の内壁には複数個の補強用突起6が形成されており、その内壁の略中央部には鉄筋が反対側へ抜け出るのを防止する鉄筋先端停止部7が設けてある。更に、挿入した鉄筋を鉄筋継手用スリーブの中心方向に誘導する鉄筋誘導突起8が設けてあり、周側壁2の一端部には充填材の注入口9、周側壁2の他端部には充填材の排出口10が設けてある。
Hereinafter, the present invention will be described with reference to the drawings based on examples.
Example 1
FIG. 1 shows a schematic cross-sectional view of the sleeve 1 for a reinforcing bar joint of the present invention at the center in the longitudinal direction. The rebar joint sleeve 1 is composed of a cylindrical main body, a
図2に示すように、注入口9は、周側壁2の一端部より直交方向外方へ注入筒体11が突出させてあり、その突出側開口部12の開口径は排出口10の開口より大きく、周側壁側開口部13の開口径はそれより小さく形成している。
As shown in FIG. 2, the
注入筒体11は、筒状立壁の内壁を突出側開口部12の開口径とし、図2(b)、(c)の二点鎖線で示すように、筒状立壁の内壁に沿って、塩ビパイプ等の合成樹脂管よりなる弾力性を有する充填材導管Aを挿入固定することになる。
In the
注入筒体11の筒状立壁の内壁と充填材導管Aとの固定状態を確実なものとするために、筒状立壁の内壁より注入筒体11の中芯に向けて係止突起14が突出形成されている。
In order to ensure the fixed state between the inner wall of the tubular vertical wall of the
筒状立壁の係止突起14は、図2(b)に示すように、筒状立壁の内周壁の対向位置に数箇所設けてある。
山形の突起、筒状立壁の長手方向に沿った突起、或いはそれらの併用突起等の様々な態様とすることが可能である。また、突起先端側を鋭角状にして充填材導管Aに喰い込むようにして充填材導管Aが抜け出るのを防止している。
As shown in FIG. 2B,
It can be in various forms such as a chevron protrusion, a protrusion along the longitudinal direction of a cylindrical vertical wall, or a combined protrusion thereof. Further, the tip side of the protrusion is sharpened so as to bite into the filler conduit A to prevent the filler conduit A from coming out.
図3に示すように、排出筒体15の排出口10は、筒状立壁の内壁を突出側開口部16の開口径とし、図3(b)、(c)の二点鎖線で示すように、筒状立壁の内壁に沿って弾力性を有する塩ビパイプ等の筒状合成樹脂管よりなる充填材導管Bを挿入固定する。周側壁側開口部17の位置で充填材導管Bの先端部が周壁に当たって停止するようにしている。
As shown in FIG. 3, the
排出筒体15の内壁と充填材導管Bとの固定状態を強固なものとするために、注入開口と同様に筒状立壁の内壁より排出筒体15の中芯に向けて抜け止め突起18が突出形成されている。
In order to strengthen the fixed state between the inner wall of the
特に、鉄筋継手用スリーブ1の内部の空間5内に充填される充填材が排出筒体15から外方に排出される際、充填材導管Bを排出筒体15から抜き出す方向の力が作用するので、抜け止め突起18はその力に対抗する力を与えて排出筒体15が筒状立壁から抜け出すのを防止する。
In particular, when the filler filled in the
1 鉄筋継手用スリーブ
2 周側壁
3、4 鉄筋挿入口
5 空間
6 突起
7 鉄筋先端停止部
8 鉄筋誘導突起
9 注入口
10 排出口
11 注入筒体
12、16 突出側開口部
13、17 周側壁側開口部
14 係止突起
15 排出筒体
18 抜け止め突起
A 充填材導管
1 Reinforcing
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2020023892A JP6944210B2 (en) | 2015-04-27 | 2020-02-15 | Reinforcing bar joint sleeve |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2015089931A JP2016205033A (en) | 2015-04-27 | 2015-04-27 | Sleeve for reinforcement joint |
| JP2020023892A JP6944210B2 (en) | 2015-04-27 | 2020-02-15 | Reinforcing bar joint sleeve |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2015089931A Division JP2016205033A (en) | 2015-04-27 | 2015-04-27 | Sleeve for reinforcement joint |
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| Publication Number | Publication Date |
|---|---|
| JP2020079552A JP2020079552A (en) | 2020-05-28 |
| JP6944210B2 true JP6944210B2 (en) | 2021-10-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2020023892A Active JP6944210B2 (en) | 2015-04-27 | 2020-02-15 | Reinforcing bar joint sleeve |
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Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0614119Y2 (en) * | 1988-09-02 | 1994-04-13 | 株式会社野口ハードウェアー | Packing member |
| JPH0420523U (en) * | 1990-06-11 | 1992-02-20 | ||
| JPH0736539Y2 (en) * | 1991-01-10 | 1995-08-23 | 山水工業有限会社 | Hanger |
| JP2711605B2 (en) * | 1991-12-19 | 1998-02-10 | 日本スプライススリーブ株式会社 | Mortar-filled rebar joint |
| JPH08189141A (en) * | 1995-01-12 | 1996-07-23 | Nippon Splice Sleeve Kk | Mortar-filling type reinforcement joint |
| JP3933986B2 (en) * | 2002-05-02 | 2007-06-20 | 東拓工業株式会社 | Sheath with exhaust port |
| JP5081040B2 (en) * | 2008-04-02 | 2012-11-21 | 東京鐵鋼株式会社 | Reinforcing bar connection structure and joint for reinforcing bar connection |
| US20090263185A1 (en) * | 2008-04-17 | 2009-10-22 | Yee Alfred A | Rebar splice sleeve and method of splicing |
| JP5704903B2 (en) * | 2010-11-26 | 2015-04-22 | 東京鐵鋼株式会社 | Rebar connecting seal member |
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2020
- 2020-02-15 JP JP2020023892A patent/JP6944210B2/en active Active
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| JP2020079552A (en) | 2020-05-28 |
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