JPH116249A - Connecting device for threaded reinforcing bar - Google Patents
Connecting device for threaded reinforcing barInfo
- Publication number
- JPH116249A JPH116249A JP17528697A JP17528697A JPH116249A JP H116249 A JPH116249 A JP H116249A JP 17528697 A JP17528697 A JP 17528697A JP 17528697 A JP17528697 A JP 17528697A JP H116249 A JPH116249 A JP H116249A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- center
- reinforcing bar
- injection hole
- grout material
- 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
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、継手にグラウト材
を注入することで連結強度を確保するねじ鉄筋用連結装
置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting device for a screw rebar which secures connection strength by injecting a grout material into a joint.
【0002】[0002]
【従来の技術】ねじ鉄筋用連結装置では、連結すべき一
対のねじ鉄筋の端部を筒状の継手に螺合した後、継手の
中央に形成された注入孔からグラウト材を注入する。こ
のグラウト材は継手の内周面とねじ鉄筋の外周面との間
の隙間を通って、継手の両端に達する。グラウト材が継
手の両端から漏れたことで、作業者はグラウト材の充填
完了を確認してその注入作業を終わす。硬化したグラウ
トは、ねじ鉄筋の連結強度を高める役割を担う。2. Description of the Related Art In a connecting device for a screw rebar, a grout material is injected from an injection hole formed in the center of the joint after the ends of a pair of screw rebars to be connected are screwed into a cylindrical joint. The grout material reaches both ends of the joint through a gap between the inner peripheral surface of the joint and the outer peripheral surface of the threaded reinforcing bar. When the grout material leaks from both ends of the joint, the operator confirms the completion of the filling of the grout material and ends the pouring operation. The hardened grout plays a role in increasing the connection strength of the screw rebar.
【0003】[0003]
【発明が解決しようとする課題】上記装置では、継手の
中央に注入孔が形成されており、この注入孔と継手の両
端との間の距離が長かった。そのため、継手とねじ鉄筋
の間の狭い隙間にグラウトを注入する際、注入圧を高く
しなければならなかった。この欠点は、特に継手が長く
なった場合に顕著となる。また、注入圧を低めるため
に、粘性の低いグラウト材を用いることが求められ、グ
ラウト材の材料の選択の幅を狭めることにもなった。In the above device, an injection hole is formed in the center of the joint, and the distance between the injection hole and both ends of the joint is long. Therefore, when grout is injected into the narrow gap between the joint and the screw reinforcing bar, the injection pressure has to be increased. This disadvantage is particularly noticeable when the joint is long. In addition, in order to lower the injection pressure, it is required to use a grout material having a low viscosity, which narrows the range of selection of the grout material.
【0004】[0004]
【課題を解決するための手段】請求項1の発明は、継手
に一対のねじ鉄筋の端部を螺合させた状態で、グラウト
材を注入することにより、ねじ鉄筋同士を連結する装置
において、上記継手には、その長手方向中央と一端との
中間位置、および中央と他端との中間位置に、グラウト
材を注入するための注入孔がそれぞれ形成されているこ
とを特徴とする。請求項2の発明は、請求項1に記載の
ねじ鉄筋用連結装置において、上記継手の内周面には、
上記注入孔にそれぞれ連なる環状溝が形成されているこ
とを特徴とする。請求項3の発明は、請求項1または2
に記載のねじ鉄筋用連結装置において、上記継手の中央
には、両ねじ鉄筋の先端を確認するための確認窓が形成
されていることを特徴とする。According to the first aspect of the present invention, there is provided an apparatus for connecting threaded reinforcing bars by injecting a grout material in a state where ends of a pair of threaded reinforcing bars are screwed to a joint. An injection hole for injecting a grout material is formed in the joint at an intermediate position between the center and one end in the longitudinal direction and an intermediate position between the center and the other end, respectively. According to a second aspect of the present invention, in the coupling device for a threaded reinforcing bar according to the first aspect, the inner peripheral surface of the joint includes:
An annular groove connected to each of the injection holes is formed. The invention of claim 3 is the invention of claim 1 or 2
In the coupling device for a threaded reinforcing bar described in (1), a confirmation window for confirming the tips of both threaded reinforcing bars is formed at the center of the joint.
【0005】請求項4の発明は、継手に一対のねじ鉄筋
の端部を螺合させた状態で、グラウト材を注入すること
により、ねじ鉄筋同士を連結する装置において、上記継
手には、その長手方向中央に、グラウト材を注入するた
めの注入孔が形成され、さらに継手の内周面には、長手
方向に延びる縦溝が形成され、この縦溝の中央が上記注
入孔に連なり、その一端が、継手の中央と継手の一端と
の中間位置まで延び、その他端が、継手の中央と継手の
他端との中間位置まで延びていることを特徴とする。請
求項5の発明は、請求項4に記載のねじ鉄筋用連結装置
において、上記継手の内周面には、さらに2つの環状溝
が形成され、これら環状溝が上記縦溝の両端にそれぞれ
連なっていることを特徴とする。請求項6の発明は、請
求項4または5に記載のねじ鉄筋用連結装置において、
上記継手には、注入孔から周方向に離れた位置に、両ね
じ鉄筋の先端を確認するための確認窓が形成されている
ことを特徴とする。請求項7の発明は、請求項3または
6に記載のねじ鉄筋用連結装置において、上記注入孔か
らグラウト材を注入する際に上記確認窓を塞ぐキャップ
を装備してなることを特徴とする。A fourth aspect of the present invention is an apparatus for connecting threaded reinforcing bars by injecting a grout material in a state where the ends of a pair of threaded bars are screwed to the joint. In the center in the longitudinal direction, an injection hole for injecting the grout material is formed, and further, on the inner peripheral surface of the joint, a vertical groove extending in the longitudinal direction is formed, and the center of this vertical groove is connected to the injection hole, One end extends to an intermediate position between the center of the joint and one end of the joint, and the other end extends to an intermediate position between the center of the joint and the other end of the joint. According to a fifth aspect of the present invention, in the connection device for a screw rebar according to the fourth aspect, two annular grooves are further formed on an inner peripheral surface of the joint, and these annular grooves are respectively connected to both ends of the vertical groove. It is characterized by having. According to a sixth aspect of the present invention, in the coupling device for a screw reinforcing bar according to the fourth or fifth aspect,
The joint is characterized in that a confirmation window for confirming the tips of the two threaded reinforcing bars is formed at a position circumferentially away from the injection hole. According to a seventh aspect of the present invention, in the connection device for a threaded reinforcing bar according to the third or sixth aspect, a cap for closing the confirmation window when the grout material is injected from the injection hole is provided.
【0006】[0006]
【発明の実施の形態】以下、本発明の第1実施形態をな
すねじ鉄筋用連結装置を、図1,図2を参照して説明す
る。図1(A),図2(A)に示すように、本実施形態
に用いられる継手10は、断面六角形の筒状をなし、そ
の内周面には、ねじ鉄筋1を螺合するための雌ねじ11
が形成されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A connecting device for a screw rebar according to a first embodiment of the present invention will be described below with reference to FIGS. As shown in FIGS. 1 (A) and 2 (A), a joint 10 used in the present embodiment has a hexagonal cylindrical cross section, and a threaded reinforcing bar 1 is screwed onto an inner peripheral surface thereof. Female screw 11
Are formed.
【0007】上記継手10の長手方向中央には、一対の
確認窓12が径方向に対峙して形成されている。この確
認窓12は、両ねじ鉄筋1の先端1xを外部より視認す
るためのものであり、長手方向に延びる長さLの長孔か
らなる。この確認窓12の両端から継手10の両端10
a,10bまでの距離Dは、ともに等しい。この距離D
は、ねじ鉄筋1の最低限必要な螺合深さに相当する。[0007] A pair of confirmation windows 12 are formed at the center in the longitudinal direction of the joint 10 so as to face each other in the radial direction. The confirmation window 12 is for visually recognizing the distal end 1x of the double-threaded reinforcing bar 1 from the outside, and includes a long hole having a length L extending in the longitudinal direction. From both ends of the confirmation window 12 to both ends 10 of the joint 10
The distances D to a and 10b are equal. This distance D
Is equivalent to the minimum necessary screwing depth of the screw reinforcing bar 1.
【0008】また、上記継手10には、長手方向中央と
一端10aとの中間位置、および中央と他端10bとの
中間位置に、それぞれグラウト材を注入するための円形
の注入孔13が形成されている。本実施形態では、これ
ら2つの注入孔13は、それぞれ確認窓12の端と継手
10の端10a,10bまでの距離Dの中央に配置され
ている。これら注入孔13は、継手10の端10a,1
0bから、継手10の全長の1/4の距離に対応する位
置に形成してもよい。2つの注入孔13と、上記一対の
確認窓12の一方は、継手10の長手方向に沿って直線
上に配置されている。In the joint 10, circular injection holes 13 for injecting grout material are formed at an intermediate position between the center in the longitudinal direction and one end 10a and an intermediate position between the center and the other end 10b. ing. In the present embodiment, these two injection holes 13 are arranged at the center of a distance D between the end of the confirmation window 12 and the ends 10a and 10b of the joint 10, respectively. These injection holes 13 are provided at the ends 10a, 1 of the joint 10.
0b may be formed at a position corresponding to a distance of 1/4 of the entire length of the joint 10. The two injection holes 13 and one of the pair of confirmation windows 12 are linearly arranged along the longitudinal direction of the joint 10.
【0009】上記継手10の内周面には、2つの環状溝
14が形成されている。これら環状溝14は、それぞれ
注入孔13の形成位置と一致しており、この注入孔13
に連なっている。On the inner peripheral surface of the joint 10, two annular grooves 14 are formed. These annular grooves 14 correspond to the positions where the injection holes 13 are formed, respectively.
It is connected to.
【0010】上記構成において、一対のねじ鉄筋1を連
結する場合には、まず、一方のねじ鉄筋1に継手10を
全長にわたって螺合させた状態で他方のねじ鉄筋1を同
一直線上に配置するとともに、ねじ鉄筋1同士の端面を
当接させるか、近接させる。この状態で、継手10を回
して、その約半分を上記他方のねじ鉄筋1に螺合させ
る。なお、一方のねじ鉄筋1に継手10を半分螺合させ
た状態で、他方のねじ鉄筋1を回して継手10に螺合さ
せてもよい。In the above configuration, when connecting a pair of threaded reinforcing bars 1, first, the joint 10 is screwed to one threaded reinforcing bar 1 over the entire length, and the other threaded reinforcing bar 1 is arranged on the same straight line. At the same time, the end faces of the screw rebars 1 are brought into contact with each other or brought close to each other. In this state, the joint 10 is turned, and about half of the joint 10 is screwed into the other threaded reinforcing bar 1. Note that the joint 10 may be screwed to the joint 10 by turning the other screw reinforcing bar 1 in a state where the joint 10 is half screwed to the one screw reinforcing bar 1.
【0011】次に、継手10の確認窓12から覗いて、
両方のねじ鉄筋1の先端1xが見えるかどうかを確認す
る。図1(B),図2(B)に示すように、先端1xが
確認窓12から見えれば、両方のねじ鉄筋1が必要な螺
合深さを確保した状態で、継手10に螺合されていると
判断し、次のグラウト注入工程に移る。確認窓12から
両方,または、一方のねじ鉄筋1が見えなければ、必要
な螺合深さになっていないと判断して、見えないねじ鉄
筋1の螺合を、その先端1xが確認窓12から見えるま
で進める。Next, looking through the confirmation window 12 of the joint 10,
Check whether the tips 1x of both the screw rebars 1 are visible. As shown in FIGS. 1 (B) and 2 (B), when the tip 1x is seen from the confirmation window 12, both the screw reinforcing bars 1 are screwed to the joint 10 in a state where a necessary screwing depth is secured. Is determined to have been made, and the process proceeds to the next grout injection step. If both or one of the threaded rebars 1 cannot be seen from the confirmation window 12, it is determined that the required threading depth is not attained, and the screw thread of the invisible threaded rebar 1 is inserted into the confirmation window 12 by the tip 1x. Proceed until visible.
【0012】なお、確認窓12の近傍に、確認窓12の
長さL内において、2つの印を形成し、これら2つの印
にねじ鉄筋1の先端1xが位置している時に、ねじ鉄筋
1が必要な螺合深さで螺合していると判断するようにし
てもよい。Two marks are formed near the confirmation window 12 within the length L of the confirmation window 12, and when the tip 1x of the screw reinforcing bar 1 is located at these two marks, May be determined to be screwed at the required screwing depth.
【0013】螺合が完了したら、注入器50のノズルの
先端を注入孔13にあてがい、例えばセメントミルクや
フィラー充填エポキシ樹脂等のグラウト材(図示しな
い)を注入する。このグラウト材は、注入孔13から環
状溝14に満たされ、この環状溝14から2手に別れ、
一方は継手10の内周面とねじ鉄筋1の外周面との間の
隙間に侵入して継手10の端10a(10b)に向か
い、他方は継手10とねじ鉄筋1との間の隙間を介して
継手10の中央に向かう。グラウト材が継手10の端1
0a(10b)から漏れるとともに、確認窓12の端か
ら漏れたら、この注入孔13からのグラウト充填が完了
となる。When the screwing is completed, the tip of the nozzle of the injector 50 is applied to the injection hole 13, and a grout material (not shown) such as cement milk or filled epoxy resin is injected. The grout material is filled from the injection hole 13 into the annular groove 14, and is separated into two hands from the annular groove 14.
One penetrates into the gap between the inner peripheral surface of the joint 10 and the outer peripheral surface of the screw reinforcing bar 1 toward the end 10a (10b) of the joint 10, and the other passes through the gap between the joint 10 and the screw reinforcing bar 1. To the center of the joint 10. Grout material is end 1 of joint 10
When leaking from the end of the confirmation window 12 as well as leaking from 0a (10b), filling of the grout from the injection hole 13 is completed.
【0014】上述したように、グラウト材の充填経路
は、二手に別れ、注入孔13から継手10の端10a
(10b)までと、注入孔13から継手10の中央まで
であり、これらの経路は従来装置のように、継手の中央
に形成された注入孔から継手の端までの距離に比べて、
約半分である。そのため、注入圧は低くて済み、また粘
性の比較的高いグラウト材を用いることも可能となる。
しかも、注入孔13に注入されたグラウト材は環状溝1
4に供給され、この環状溝14の全周から継手10の端
10a(10b)と中央にそれぞれ向かうので、注入圧
をより一層低くすることができるとともに、ねじ鉄筋1
と継手10の隙間の全域にわたって確実に充填される。As described above, the grout material filling path is divided into two parts, and the grout filling path is formed through the injection hole 13 and the end 10 a of the joint 10.
(10b) and from the injection hole 13 to the center of the joint 10, and these paths are different from the distance from the injection hole formed in the center of the joint to the end of the joint as in the conventional device.
About half. Therefore, the injection pressure may be low, and it is possible to use a grout material having a relatively high viscosity.
Moreover, the grout material injected into the injection hole 13 is
4 from the entire circumference of the annular groove 14 toward the end 10a (10b) and the center of the joint 10, respectively, so that the injection pressure can be further reduced and the threaded rebar 1
And the joint 10 is securely filled over the entire area.
【0015】なお、上記グラウト材の注入に際して、1
つの注入器50を用いてまず一方の注入孔13への注入
を行い、これが終了した後で他方の注入孔13への注入
を行ってもよいし、2つの注入器50を用いて両方の注
入孔13へ同時に注入してもよい。さらに、1つの注入
器に2本のチューブを取り付け、このチューブの先端に
取り付けたノズル部材を2つの注入孔13にあてがっ
て、同時にグラウト材を注入してもよい。When the grout material is injected, 1
The injection into one injection hole 13 may be performed first using one injector 50, and after that, the injection into the other injection hole 13 may be performed. Alternatively, both injections may be performed using two injectors 50. The holes 13 may be simultaneously injected. Furthermore, two tubes may be attached to one injector, and the nozzle member attached to the tip of the tube may be applied to the two injection holes 13 to simultaneously inject the grout material.
【0016】上記確認窓12は径方向に対峙して配置さ
れているので、グラウト材がこの確認窓12を塞いで
も、長い棒材を2つの確認窓12に通して、グラウト材
を簡単に除去することができる。そのため、グラウト材
注入後でも、上記ねじ鉄筋1の螺合深さを確認すること
ができる。従来では、ねじ鉄筋の端から所定距離離れた
位置に予めペンキ等でマーキングを施しておき、このマ
ーキングによりグラウト材の注入の前後におけるねじ鉄
筋の螺合深さを確認していたが、本実施形態では、確認
窓12を形成したこと、確認窓12からグラウト材を簡
単に除去できることにより、このマーキングが不要にな
る。Since the check windows 12 are arranged so as to face each other in the radial direction, even if the grout material blocks the check windows 12, a long bar is passed through the two check windows 12 to easily remove the grout material. can do. Therefore, even after the grout material is injected, the screwing depth of the screw reinforcing bar 1 can be confirmed. In the past, marking was performed in advance at a position separated by a predetermined distance from the end of the screw reinforcing bar with paint, etc., and the marking used to confirm the screwing depth of the screw reinforcing bar before and after grout material injection. In the embodiment, since the confirmation window 12 is formed and the grout material can be easily removed from the confirmation window 12, the marking becomes unnecessary.
【0017】次に、本発明の他の実施形態について説明
する。なお、これら実施形態では、第1実施形態に対応
する構成部に同番号を付してその詳細な説明を省略す
る。図3に示す第2実施形態では、確認窓12は1つだ
け形成されている。この確認窓12には、ねじ鉄筋1の
螺合作業の後、グラウト材の注入に先立ってキャップ2
0がはめ込まれる。このキャップ20は、透明な弾性樹
脂やゴム等の弾性材料からなり、上記確認窓12の断面
形状と相似形で若干大きい断面形状を有している。確認
窓12にキャップ20を圧入すると、キャップ20の内
端部はねじ鉄筋1のネジ山に対応して変形し、その内端
面がねじ鉄筋1の外周面に密着する。Next, another embodiment of the present invention will be described. In these embodiments, components corresponding to those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. In the second embodiment shown in FIG. 3, only one confirmation window 12 is formed. After the screwing operation of the screw reinforcing bar 1, the cap window 2 is inserted into the confirmation window 12 before the grout material is injected.
Zero is set. The cap 20 is made of an elastic material such as a transparent elastic resin or rubber, and has a slightly larger cross-sectional shape similar to the cross-sectional shape of the confirmation window 12. When the cap 20 is press-fitted into the confirmation window 12, the inner end of the cap 20 is deformed corresponding to the thread of the screw reinforcing bar 1, and the inner end surface thereof is in close contact with the outer peripheral surface of the screw reinforcing bar 1.
【0018】上記キャップ20により、グラウト材の注
入に際して、この確認窓12からグラウト材が漏れるの
を防止することができる。上記キャップ20は、確認窓
12に嵌められたまま放置される。ねじ鉄筋1の外周と
キャップ20の内端面が密着しているので、その間にグ
ラウト材が入り込まず、グラウト材の注入後に、透明な
キャップ20を通して、外部より両ねじ鉄筋1の先端の
位置を確認することができ、ひいては、ねじ鉄筋1の螺
合深さを確認することができる。The cap 20 can prevent the grout material from leaking from the confirmation window 12 when the grout material is injected. The cap 20 is left as it is fitted in the confirmation window 12. Since the outer periphery of the screw reinforcing bar 1 and the inner end surface of the cap 20 are in close contact with each other, the grout material does not enter between them. It is possible to confirm the screwing depth of the screw reinforcing bar 1.
【0019】なお、上記第2実施形態において、注入孔
13からのグラウト材が継手10の中央に達したことを
確認するために、継手10の中央において上記確認窓1
2から周方向に離れた位置に、小孔15(図3において
想像線で示す)を形成してもよい。この小孔15からの
グラウト材の漏れにより、グラウト材が継手10の中央
に達したことを確認することができる。In the second embodiment, the confirmation window 1 is provided at the center of the joint 10 in order to confirm that the grout material from the injection hole 13 has reached the center of the joint 10.
A small hole 15 (indicated by an imaginary line in FIG. 3) may be formed at a position circumferentially away from 2. The leakage of the grout material from the small holes 15 makes it possible to confirm that the grout material has reached the center of the joint 10.
【0020】上記弾性のキャップ20の代わりに透明な
硬質樹脂のキャップを用いてもよい。この場合、キャッ
プの内面(ねじ鉄筋1に対峙する面)に、継手10の雌
ねじ11と連続する溝が形成される。キャップの材料と
して、弾性材料の代わりに軟質(塑性)材料を用いても
よい。また、溶かした樹脂を確認窓に流して硬化させる
ことにより、キャップを構成してもよい。キャップをグ
ラウト充填後に確認窓から抜き取る場合、または施工後
の螺合深さ確認を必要としない場合には、不透明であっ
てもよい。Instead of the elastic cap 20, a transparent hard resin cap may be used. In this case, a groove that is continuous with the female screw 11 of the joint 10 is formed on the inner surface of the cap (the surface facing the screw reinforcing bar 1). As a material for the cap, a soft (plastic) material may be used instead of the elastic material. Alternatively, the cap may be formed by flowing the melted resin through the confirmation window and curing the resin. When the cap is removed from the confirmation window after grout filling, or when it is not necessary to confirm the screwing depth after application, the cap may be opaque.
【0021】図4,図5に示す第3の実施形態では、継
手10の中央に1つの注入孔13Aが形成されている。
継手10の内周面には、長手方向に延びる縦溝16が形
成されている。この縦溝16の中央が上記注入孔13A
に連なり、その一端が、継手10の中央と一端10aと
の中間位置まで延び、その他端が、継手10の中央と他
端10bとの中間位置まで延びている。さらに上記継手
10の内周面には、2つの環状溝14Aが形成され、こ
れら環状溝14Aが上記縦溝16の両端に連なってい
る。また、図5に示すように、継手10の中央には、注
入孔13Aから90°以上周方向に離れて、確認窓12
が形成されている。本実施形態では、上記縦溝16の両
端および環状溝14Aは、確認窓12の端と継手10の
端との間の中央に、それぞれ位置している。In the third embodiment shown in FIGS. 4 and 5, one injection hole 13A is formed in the center of the joint 10.
A longitudinal groove 16 extending in the longitudinal direction is formed on the inner peripheral surface of the joint 10. The center of the vertical groove 16 is located at the injection hole 13A.
And one end thereof extends to an intermediate position between the center of the joint 10 and one end 10a, and the other end extends to an intermediate position between the center of the joint 10 and the other end 10b. Further, two annular grooves 14A are formed on the inner peripheral surface of the joint 10, and these annular grooves 14A are connected to both ends of the vertical groove 16. Further, as shown in FIG. 5, the center of the joint 10 is separated from the injection hole 13A by 90 ° or more in the circumferential direction, and the confirmation window 12 is formed.
Are formed. In the present embodiment, both ends of the vertical groove 16 and the annular groove 14A are located at the center between the end of the confirmation window 12 and the end of the joint 10, respectively.
【0022】上記第3の実施形態において、ねじ鉄筋1
の継手10への螺合後に、注入孔13Aからグラウト材
が注入されると、このグラウト材は、縦溝16に沿って
継手10の両端に向かって流れ、この縦溝16の端から
環状溝14Aに沿って流れる。そして、第1実施形態と
同様に、各環状溝14Aから二手に別れて、継手10の
端10a(10b)と中央にそれぞれ向かい、継手10
とねじ鉄筋1との間の隙間に充填される。この実施形態
では、確認窓12は、注入孔13Aから周方向に十分離
れているので、注入初期のグラウト材の漏れを抑制する
ことができる。In the third embodiment, the screw rebar 1
When the grout material is injected from the injection hole 13A after being screwed into the joint 10, the grout material flows toward both ends of the joint 10 along the vertical groove 16, and the annular groove extends from the end of the vertical groove 16 to the annular groove. Flows along 14A. Then, similarly to the first embodiment, the joint 10 is separated into two hands from the annular grooves 14A, respectively, toward the end 10a (10b) and the center of the joint 10, and the joint 10
And the gap between the screw reinforcement 1 is filled. In this embodiment, since the confirmation window 12 is sufficiently far from the injection hole 13A in the circumferential direction, leakage of the grout material at the initial stage of the injection can be suppressed.
【0023】なお、第3実施形態において確認窓を塞ぐ
キャップを用いてもよい。図6の第4実施形態に示すよ
うに、確認窓12にキャップ20を装着する場合には、
確認窓12を注入孔13Aの近くに形成してもよい。In the third embodiment, a cap for closing the confirmation window may be used. As shown in the fourth embodiment in FIG. 6, when the cap 20 is attached to the confirmation window 12,
The confirmation window 12 may be formed near the injection hole 13A.
【0024】確認窓12の近傍に、確認窓12の長さL
内において、2つの印を形成し、これら2つの印にねじ
鉄筋1の先端1xが位置している時に、ねじ鉄筋1が必
要な螺合深さで螺合していると判断するようにしてもよ
い。In the vicinity of the confirmation window 12, the length L of the confirmation window 12
In this case, two marks are formed, and when the tip 1x of the screw reinforcing bar 1 is located at these two marks, it is determined that the screw reinforcing bar 1 is screwed at a required screwing depth. Is also good.
【0025】[0025]
【発明の効果】以上説明したように、請求項1の発明に
よれば、グラウト材の充填経路は、各注入孔から継手の
端までと、注入孔から継手の中央近傍までの2つに別
れ、これら経路は従来装置のように、継手の中央に形成
された注入孔から継手の端まで達する経路に比べて、短
くなる。そのため、注入圧は低くて済み、また粘性の比
較的高いグラウト材を用いることも可能となる。請求項
2の発明によれば、注入孔に注入されたグラウト材は一
旦環状溝に流れ込み、この環状溝の全周から継手の端と
中央にそれぞれ向かうので、ねじ鉄筋と継手の隙間に確
実にグラウト材が充填されるとともに、注入圧力をより
一層低くすることができる。請求項3の発明によれば、
グラウト材注入に先立って、継手に設けた確認窓を通し
てねじ鉄筋の先端位置を外部から確認することができ、
ねじ鉄筋が必要螺合深さで螺合されているかどうかを簡
単に確認することができる。したがって、ねじ鉄筋に螺
合深さを確認するためのマーキングを予め施すような面
倒な作業を省略することができる。As described above, according to the first aspect of the present invention, the filling path of the grout material is divided into two from the injection hole to the end of the joint and from the injection hole to the vicinity of the center of the joint. These paths are shorter than the path from the injection hole formed in the center of the joint to the end of the joint as in the conventional device. Therefore, the injection pressure may be low, and it is possible to use a grout material having a relatively high viscosity. According to the invention of claim 2, the grout material injected into the injection hole once flows into the annular groove, and goes to the end and the center of the joint from the entire circumference of the annular groove, so that the gap between the threaded reinforcing bar and the joint is securely inserted. As the grout material is filled, the injection pressure can be further reduced. According to the invention of claim 3,
Prior to grout material injection, the tip position of the screw rebar can be confirmed from the outside through a confirmation window provided in the joint,
It is possible to easily confirm whether or not the screw rebar is screwed at the required screwing depth. Therefore, it is possible to omit a troublesome operation of previously marking the threaded reinforcing bar for confirming the screwing depth.
【0026】請求項4の発明によれば、注入孔から注入
されたグラウト材は、縦溝に沿って縦溝の両端に達し、
この縦溝の各端から、継手の端と中央へ向かってグラウ
ト材が供給されるので、請求項1と同様に、注入圧を低
めることができ、グラウト材の材料選択の幅も広がる。
しかも、1つの注入孔からグラウト材を注入できるの
で、作業性が良い。請求項5の発明によれば、縦溝の両
端に達したグラウト材は環状溝に流れ、この環状溝の全
周から継手の端と中央にそれぞれ向かうので、ねじ鉄筋
と継手の隙間に確実に充填されるとともに、注入圧をよ
り一層低くすることができる。請求項6の発明によれ
ば、グラウト材注入に先立って、継手に設けた確認窓を
通してねじ鉄筋の先端位置を外部から確認することがで
きるので、請求項3と同様の効果を得ることができる。
請求項7の発明によれば、確認窓にキャップを装着する
ので、グラウト材注入の際に、確認窓からのグラウト材
の漏れを無くすことができる。According to the invention of claim 4, the grout material injected from the injection hole reaches both ends of the vertical groove along the vertical groove,
Since the grout material is supplied from each end of the longitudinal groove toward the end and the center of the joint, the injection pressure can be reduced, and the range of selection of the grout material can be widened as in the first aspect.
In addition, since the grout material can be injected from one injection hole, workability is good. According to the invention of claim 5, the grout material that has reached both ends of the vertical groove flows into the annular groove, and goes to the end and the center of the joint from the entire circumference of the annular groove, so that the gap between the threaded reinforcing bar and the joint is reliably formed. While filling, the injection pressure can be further reduced. According to the invention of claim 6, since the tip position of the screw reinforcing bar can be externally confirmed through the confirmation window provided in the joint before the grout material injection, the same effect as in claim 3 can be obtained. .
According to the seventh aspect of the present invention, since the cap is attached to the confirmation window, it is possible to prevent the grout material from leaking from the confirmation window when the grout is injected.
【図1】本発明の第1実施形態をなすねじ鉄筋用連結装
置の縦断面図であり、(A)は継手にねじ鉄筋が螺合さ
れる前の状態を示し、(B)は継手にねじ鉄筋が螺合さ
れた状態を示す。FIG. 1 is a longitudinal sectional view of a connection device for a screw rebar according to a first embodiment of the present invention, in which (A) shows a state before a screw rebar is screwed to a joint, and (B) shows a joint. Shows a state in which the screw rebar is screwed.
【図2】上記連結装置の平面図であり、(A)は継手に
ねじ鉄筋が螺合される前の状態を示し、(B)は継手に
ねじ鉄筋が螺合された状態を示す。FIGS. 2A and 2B are plan views of the connecting device, wherein FIG. 2A shows a state before a screw rebar is screwed to a joint, and FIG. 2B shows a state in which a screw rebar is screwed to the joint.
【図3】本発明の第2実施形態をなすねじ鉄筋用連結装
置の縦断面図であり、図1(B)相当図である。FIG. 3 is a longitudinal sectional view of a threaded bar connecting device according to a second embodiment of the present invention, and is a diagram corresponding to FIG. 1 (B).
【図4】本発明の第3実施形態をなすねじ鉄筋用連結装
置の縦断面図であり、(A)は継手にねじ鉄筋が螺合さ
れる前の状態を示し、(B)は継手にねじ鉄筋が螺合さ
れた状態を示す。FIG. 4 is a longitudinal sectional view of a connecting device for a screw rebar according to a third embodiment of the present invention, wherein (A) shows a state before the screw rebar is screwed to the joint, and (B) shows the joint. Shows a state in which the screw rebar is screwed.
【図5】図4(A)においてVーV線に沿う継手の横断面
図である。FIG. 5 is a cross-sectional view of the joint taken along line VV in FIG.
【図6】第4実施形態をなす継手の横断面図である。FIG. 6 is a cross-sectional view of a joint according to a fourth embodiment.
1 ねじ鉄筋 1x 先端 10 継手 10a,10b 継手の端 12 確認窓 13,13A 注入孔 14,14A 環状溝 16 縦溝 20 キャップ DESCRIPTION OF SYMBOLS 1 Threaded reinforcing bar 1x Tip 10 Joint 10a, 10b End of joint 12 Confirmation window 13, 13A Injection hole 14, 14A Annular groove 16 Vertical groove 20 Cap
Claims (7)
た状態で、グラウト材を注入することにより、ねじ鉄筋
同士を連結する装置において、 上記継手には、その長手方向中央と一端との中間位置、
および中央と他端との中間位置に、グラウト材を注入す
るための注入孔がそれぞれ形成されていることを特徴と
するねじ鉄筋用連結装置。1. A device for connecting threaded steel bars by injecting a grout material with the ends of a pair of threaded steel bars screwed to the joint, wherein the joint has a longitudinal center and one end. Intermediate position with
And an injection hole for injecting a grout material is formed at an intermediate position between the center and the other end, respectively.
れぞれ連なる環状溝が形成されていることを特徴とする
請求項1に記載のねじ鉄筋用連結装置。2. The coupling device for a screw reinforcing bar according to claim 1, wherein an annular groove connected to the injection hole is formed in an inner peripheral surface of the joint.
を確認するための確認窓が形成されていることを特徴と
する請求項1または2に記載のねじ鉄筋用連結装置。3. The connecting device for a screw rebar according to claim 1, wherein a confirmation window for confirming the tips of both screw rebars is formed at the center of the joint.
た状態で、グラウト材を注入することにより、ねじ鉄筋
同士を連結する装置において、 上記継手には、その長手方向中央に、グラウト材を注入
するための注入孔が形成され、さらに継手の内周面に
は、長手方向に延びる縦溝が形成され、この縦溝の中央
が上記注入孔に連なり、その一端が、継手の中央と継手
の一端との中間位置まで延び、その他端が、継手の中央
と継手の他端との中間位置まで延びていることを特徴と
するねじ鉄筋用連結装置。4. An apparatus for connecting threaded steel bars by injecting a grout material in a state in which ends of a pair of threaded steel bars are screwed to the joint, wherein the joint is provided at a longitudinal center thereof. An injection hole for injecting the grout material is formed, and further, a longitudinal groove extending in the longitudinal direction is formed on the inner peripheral surface of the joint, the center of the longitudinal groove is connected to the injection hole, and one end of the joint is connected to one end of the joint. A coupling device for a threaded reinforcing bar, wherein the coupling device extends to a position intermediate between the center and one end of the joint, and the other end extends to a position intermediate between the center of the joint and the other end of the joint.
状溝が形成され、これら環状溝が上記縦溝の両端にそれ
ぞれ連なっていることを特徴とする請求項4に記載のね
じ鉄筋用連結装置。5. The threaded rebar according to claim 4, wherein two annular grooves are further formed on the inner peripheral surface of the joint, and these annular grooves are respectively connected to both ends of the vertical groove. Connecting device.
た位置に、両ねじ鉄筋の先端を確認するための確認窓が
形成されていることを特徴とする請求項4または5に記
載のねじ鉄筋用連結装置。6. The joint according to claim 4, wherein a confirmation window for confirming the tips of both threaded rebars is formed at a position circumferentially distant from the injection hole. Connection device for screw reinforcement.
に上記確認窓を塞ぐキャップを装備してなることを特徴
とする請求項3または6に記載のねじ鉄筋用連結装置。7. The connection device for a screw reinforcing bar according to claim 3, further comprising a cap for closing the confirmation window when grouting material is injected from the injection hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17528697A JP3817340B2 (en) | 1997-06-16 | 1997-06-16 | Screw rebar coupling device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17528697A JP3817340B2 (en) | 1997-06-16 | 1997-06-16 | Screw rebar coupling device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH116249A true JPH116249A (en) | 1999-01-12 |
JP3817340B2 JP3817340B2 (en) | 2006-09-06 |
Family
ID=15993472
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17528697A Expired - Lifetime JP3817340B2 (en) | 1997-06-16 | 1997-06-16 | Screw rebar coupling device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3817340B2 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
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KR100385318B1 (en) * | 2001-04-25 | 2003-05-23 | 경흥산업 주식회사 | The connection pipe and operation a means |
JP2012255297A (en) * | 2011-06-09 | 2012-12-27 | Tokyo Tekko Co Ltd | Method for re-checking insertion depth of reinforcing-bar in a reinforcing bar joint |
WO2016006934A1 (en) * | 2014-07-08 | 2016-01-14 | 기언관 | Steel bar connector for threaded steel bars |
JP2017025506A (en) * | 2015-07-17 | 2017-02-02 | 株式会社伊藤製鐵所 | Joint for screw node reinforcement |
JP2019112780A (en) * | 2017-12-21 | 2019-07-11 | 東京鐵鋼株式会社 | Joint for reinforcing bar |
JP2019178506A (en) * | 2018-03-30 | 2019-10-17 | 株式会社フジタ | Filling material receiving member and joint structure of threaded rebar |
CN111122605A (en) * | 2020-02-28 | 2020-05-08 | 中建科技(济南)有限公司 | Method for detecting fullness of grouting sleeve by adopting endoscope method |
-
1997
- 1997-06-16 JP JP17528697A patent/JP3817340B2/en not_active Expired - Lifetime
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100385318B1 (en) * | 2001-04-25 | 2003-05-23 | 경흥산업 주식회사 | The connection pipe and operation a means |
JP2012255297A (en) * | 2011-06-09 | 2012-12-27 | Tokyo Tekko Co Ltd | Method for re-checking insertion depth of reinforcing-bar in a reinforcing bar joint |
WO2016006934A1 (en) * | 2014-07-08 | 2016-01-14 | 기언관 | Steel bar connector for threaded steel bars |
CN106133255A (en) * | 2014-07-08 | 2016-11-16 | 奇彦官 | Spiral reinforcement rebar connector |
CN106133255B (en) * | 2014-07-08 | 2018-11-20 | 奇彦官 | Spiral reinforcement rebar connector |
JP2017025506A (en) * | 2015-07-17 | 2017-02-02 | 株式会社伊藤製鐵所 | Joint for screw node reinforcement |
JP2019112780A (en) * | 2017-12-21 | 2019-07-11 | 東京鐵鋼株式会社 | Joint for reinforcing bar |
JP2019178506A (en) * | 2018-03-30 | 2019-10-17 | 株式会社フジタ | Filling material receiving member and joint structure of threaded rebar |
CN111122605A (en) * | 2020-02-28 | 2020-05-08 | 中建科技(济南)有限公司 | Method for detecting fullness of grouting sleeve by adopting endoscope method |
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