JPH116248A - Connecting device for threaded reinforcing bar and method for injecting grout - Google Patents
Connecting device for threaded reinforcing bar and method for injecting groutInfo
- Publication number
- JPH116248A JPH116248A JP9177695A JP17769597A JPH116248A JP H116248 A JPH116248 A JP H116248A JP 9177695 A JP9177695 A JP 9177695A JP 17769597 A JP17769597 A JP 17769597A JP H116248 A JPH116248 A JP H116248A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- threaded
- confirmation window
- pair
- reinforcing bar
- 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.)
- Pending
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
置およびグラウト注入方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a threaded bar connecting apparatus and a grouting method for securing a connecting strength by injecting a grout material into a joint.
【0002】[0002]
【従来の技術】図12に示すように、ねじ鉄筋用連結装
置では、連結すべき一対のねじ鉄筋1の端部を筒状の継
手2に螺合した後、継手2の内部にグラウト材(図示し
ない)を注入し、これにより連結強度を確保するように
なっている。詳述すると、最初に図12(A)に示すよ
うに継手2を一方のねじ鉄筋1に螺合させておき、相手
方のねじ鉄筋1を同一直線上において近接させた後、図
12(B)に示すように継手2を回してその約半分を相
手方のねじ鉄筋1に螺合させる。この状態で、継手2の
中央に形成された注入孔3からグラウト材を注入する。
そして、このグラウト材の硬化をもってねじ鉄筋1の連
結作業を終了する。2. Description of the Related Art As shown in FIG. 12, in a threaded bar connecting device, ends of a pair of threaded bars 1 to be connected are screwed into a tubular joint 2 and then a grout material ( (Not shown) is injected to secure the connection strength. More specifically, as shown in FIG. 12 (A), first, the joint 2 is screwed to one of the threaded rebars 1 and the other threaded rebar 1 is brought into close proximity on the same straight line. The joint 2 is turned so that about half of the joint is screwed to the threaded reinforcing bar 1 of the other party as shown in FIG. In this state, a grout material is injected from an injection hole 3 formed in the center of the joint 2.
Then, the connection work of the screw reinforcing bar 1 is completed with the hardening of the grout material.
【0003】ところで、ねじ鉄筋1同士の十分な連結強
度を得るためには、各ねじ鉄筋1の継手2に対する螺合
深さを所定量以上にする必要がある。そのため、従来で
は、ねじ鉄筋1の先端1aから離れた位置に塗料等で長
手方向に延びるマーキング5を施している。このマーキ
ング5の一端(ねじ鉄筋1の先端1aに近い端)とねじ
鉄筋1の先端1aとの間の距離D1が、上記必要螺合深
さに相当する。マーキング5の他端とねじ鉄筋1の先端
1aとの間の距離D2が、これ以上の螺合を禁じる螺合
深さに相当する。この距離D2は、相手方のねじ鉄筋1
の必要螺合深さを確保するためのものである。したがっ
て、継手2の両端が、両ねじ鉄筋1のマーキング5に対
応する位置にある状態、すなわち十分な螺合深さを確保
した状態で、グラウト材を注入すれば十分な連結強度を
確保できる。また、後日行われる連結状態の検査に際し
ては、このマーキング5と継手2の両端位置との位置関
係から、ねじ鉄筋の螺合深さを確認することができる。[0003] In order to obtain a sufficient connection strength between the screw rebars 1, it is necessary to set the screwing depth of each screw rebar 1 to the joint 2 to a predetermined amount or more. Therefore, conventionally, a marking 5 extending in the longitudinal direction with paint or the like is provided at a position away from the tip 1a of the screw reinforcing bar 1. Distance D 1 of the between one end (the end closer to the leading end 1a of the screw rebar 1) and the tip 1a of the screw reinforcing bar 1 of the marking 5 is equivalent to the necessary screwing depth. Distance D 2 between the other end and the threaded rebar 1 tip 1a of the marking 5 is equivalent to engagement depths prohibit any further screwing. This distance D 2 is equal to the screw reinforcing bar 1 of the other party.
In order to secure the required screw depth. Therefore, if the grout material is injected in a state where both ends of the joint 2 are located at positions corresponding to the markings 5 of the two screw reinforcing bars 1, that is, a state where a sufficient screwing depth is secured, a sufficient connection strength can be secured. In addition, when the connection state is inspected at a later date, the screwing depth of the screw rebar can be confirmed from the positional relationship between the marking 5 and both end positions of the joint 2.
【0004】[0004]
【発明が解決しようとする課題】上述のように、従来で
は、ねじ鉄筋1の螺合深さの確認のために、ねじ鉄筋1
にマーキング5を施しているが、このマーキング5を施
す作業は、治具等を用いて塗料を塗布したり吹き付けな
ければならず、多くの人手を必要とし、非常に面倒であ
った。As described above, conventionally, in order to confirm the screwing depth of the threaded rebar 1, the threaded rebar 1
However, the operation of applying the markings 5 has to be applied or sprayed with a paint using a jig or the like, and requires a lot of labor and is very troublesome.
【0005】[0005]
【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、継手とね
じ鉄筋との間の隙間に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、上記継手の
中央に、両ねじ鉄筋の先端を確認するための確認窓を形
成し、さらに、上記ねじ鉄筋の先端間に介在されるとと
もに端部が上記確認窓に配置される介在物を装備してな
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、上記介在物が、間隔
変更可能にして対峙した一対の当接部を備え、これら当
接部が一対のねじ鉄筋の先端にそれぞれ当たるととも
に、その端部が確認窓に配置されることを特徴とする。
請求項3の発明は、請求項2に記載のねじ鉄筋用連結装
置において、上記介在物が、N字形に折り曲げられたバ
ネ材からなり、その左右部が上記一対の当接部として提
供されることを特徴とする。請求項4の発明は、請求項
2に記載のねじ鉄筋用連結装置において、上記介在物
が、互いにほぼ平行をなす上記一対の当接部と、これら
当接部を連結するスプリングとからなることを特徴とす
る。請求項5の発明は、請求項2に記載のねじ鉄筋用連
結装置において、上記介在物がV字形をなすバネ材から
なり、その左右部が上記一対の当接部として提供され、
その折曲部が継手の内周面において確認窓と径方向に対
峙した位置に固着されていることを特徴とする。According to the first aspect of the present invention, a grout material is injected into a gap between the joint and the threaded bar while the ends of the pair of threaded bars are screwed to the joint. In the apparatus for connecting the screw rebars, in the center of the joint, a confirmation window for confirming the tips of both threaded rebars is formed. It is characterized by being equipped with inclusions arranged in the window. According to a second aspect of the present invention, in the connection device for a screw rebar according to the first aspect, the inclusion includes a pair of abutting portions that are opposed to each other with a changeable interval, and the abutting portions are formed of a pair of the screw rebars. It is characterized in that it hits the tip, respectively, and the end is arranged in the confirmation window.
According to a third aspect of the present invention, in the connecting device for a screw rebar according to the second aspect, the inclusion is made of a spring material bent in an N-shape, and left and right portions thereof are provided as the pair of contact portions. It is characterized by the following. According to a fourth aspect of the present invention, in the connecting device for a screw rebar according to the second aspect, the inclusion includes the pair of abutting portions that are substantially parallel to each other, and a spring that connects the abutting portions. It is characterized by. According to a fifth aspect of the present invention, in the connection device for a screw rebar according to the second aspect, the inclusion is formed of a V-shaped spring material, and left and right portions thereof are provided as the pair of contact portions,
The bent portion is fixed at a position radially facing the confirmation window on the inner peripheral surface of the joint.
【0006】請求項6の発明は、請求項1〜5に記載の
ねじ鉄筋用連結装置にグラウト材を注入する方法におい
て、上記確認窓に閉塞材料を詰めた状態で、この確認窓
から周方向に離れて形成された注入孔に注入器のノズル
を接続し、この注入器から注入孔を介して、継手とねじ
鉄筋との間の隙間にグラウト材を注入することを特徴と
する。請求項7の発明は、請求項1〜5に記載のねじ鉄
筋用連結装置にグラウト材を注入する方法において、確
認窓を囲むようにして継手の外面にシール部材を当て、
このシール部材に形成された接続口に注入器のノズルを
接続し、この注入器から確認窓を介して、継手とねじ鉄
筋との間の隙間にグラウト材を注入することを特徴とす
る。According to a sixth aspect of the present invention, there is provided a method for injecting a grout material into the threaded bar connecting device according to any one of the first to fifth aspects, wherein the confirmation window is filled with a plugging material, and a circumferential direction is defined from the confirmation window. The nozzle of the injector is connected to the injection hole formed apart from the injection hole, and the grout material is injected from the injector through the injection hole into the gap between the joint and the threaded reinforcing bar. According to a seventh aspect of the present invention, in the method for injecting a grout material into the threaded bar connecting device according to any one of the first to fifth aspects, a sealing member is applied to an outer surface of the joint so as to surround the confirmation window,
A nozzle of an injector is connected to a connection port formed in the seal member, and a grout material is injected from the injector through a confirmation window into a gap between the joint and the screw reinforcing bar.
【0007】[0007]
【発明の実施の形態】以下、本発明の一実施形態をなす
ねじ鉄筋用連結装置を、図1〜図4を参照して説明す
る。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、内周にねじ鉄筋1を螺合するための雌ねじ
11が形成されている。また、継手10の長手方向中央
には、2つの確認窓12と1つの注入孔13とが形成さ
れている。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view of a connecting device for a screw rebar according to an embodiment of the present invention. The joint 10 used in the present embodiment has a cylindrical shape with a hexagonal cross section, and a female screw 11 for screwing the screw reinforcing bar 1 is formed on the inner periphery. Further, two confirmation windows 12 and one injection hole 13 are formed in the center of the joint 10 in the longitudinal direction.
【0008】上記2つの確認窓12は径方向に対峙して
いる。これら確認窓12は、両ねじ鉄筋1の先端を外部
より視認するためのものであり、長手方向に延びる長孔
からなる。確認窓12の両端近傍には、刻印14があ
り、これら刻印14から継手10の端10a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。なお、刻印14を設けず
に、確認窓12の端と継手10の端10aとの間の距離
を最低限必要な螺合深さとしてもよい。The two confirmation windows 12 face each other in the radial direction. These confirmation windows 12 are for visually recognizing the tips of the double-threaded reinforcing bars 1 from the outside, and are formed by long holes extending in the longitudinal direction. Marks 14 are provided near both ends of the confirmation window 12, and the distances D from these marks 14 to the end 10a of the joint 10 are equal. This distance D corresponds to the minimum required screwing depth of the screw reinforcing bar 1. Note that the distance between the end of the confirmation window 12 and the end 10a of the joint 10 may be set to the minimum necessary screwing depth without providing the mark 14.
【0009】上記注入孔13は、グラウト材を注入する
ためのものであり、円形の孔からなる。この注入孔13
は、確認窓12から継手10の周方向に離れた位置に形
成されている。The injection hole 13 is for injecting a grout material, and is a circular hole. This injection hole 13
Is formed at a position away from the confirmation window 12 in the circumferential direction of the joint 10.
【0010】本実施形態の連結装置は、ねじ鉄筋1の先
端1a間に介在される介在物20を備えている。本実施
形態では、この介在物20はN字形に折り曲げられた板
バネ(バネ材)からなり、互いにほぼ平行をなす左右一
対の当接部21と、これら当接部21をたすきがけ状に
連結する連結部22とを有している。The connecting device according to the present embodiment includes an intervening member 20 interposed between the distal ends 1a of the screw reinforcing bar 1. In the present embodiment, the inclusion 20 is formed of a leaf spring (spring material) bent in an N-shape, and a pair of right and left contact portions 21 that are substantially parallel to each other, and these contact portions 21 are connected in a cross-shaped manner. And a connecting portion 22 to be connected.
【0011】上記構成において、一対のねじ鉄筋1を継
手10に連結する第1の方法について説明する。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の先端1a同士を近接させる。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、図1(A)の状態にする。A first method of connecting the pair of threaded reinforcing bars 1 to the joint 10 in the above configuration will be described. First,
In a state where the joint 10 is screwed into one of the screw reinforcing bars 1 over the entire length, the other screw reinforcing bars 1 are arranged on the same straight line, and the tips 1a of the screw reinforcing bars 1 are 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 to obtain the state shown in FIG.
【0012】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1aが2つの刻印14間に見え
るかどうかを確認する。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
ていると判断する。刻印14間に両方または一方のねじ
鉄筋1の先端1a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1aが刻印14間に位置するまで進める。Next, looking through the confirmation window 12 of the joint 10,
It is checked whether the tips 1a of both threaded reinforcing bars 1 can be seen between the two stamps 14. If it can be seen, it is determined that both the screw rebars 1 are screwed to the joint 10 in a state where the necessary screwing depth is secured. If the tip 1a of both or one of the threaded rebars 1 is not visible between the inscriptions 14, it is determined that the required threading depth is not attained, and the threading of the invisible threaded rebar 1 is determined.
Advance until the tip 1a is located between the markings 14.
【0013】上記螺合完了後に、図1(A)に示すよう
に、上記介在物20を一方の確認窓12から継手10内
に挿入する。すなわち、作業者は、一対の当接部21を
指で挟みこれらを近づけるようにして介在物20を縮
め、この状態で確認窓12から一対のねじ鉄筋1の先端
1a間に挿入する。そして、一対の当接部21の中央部
がねじ鉄筋1の先端1a間に達した時に、一対の当接部
21から手を離す。これにより、図1(B),図2に示
すように、介在物20の一対の当接部21は、一対のね
じ鉄筋1の先端1aに弾性をもってそれぞれ当接する。
この状態で、各当接部21の両端部は、一対の確認窓1
2にそれぞれ配置され、好ましくは継手10の外面から
若干突出している。After the completion of the screwing, the inclusion 20 is inserted into the joint 10 through one of the confirmation windows 12 as shown in FIG. That is, the operator sandwiches the pair of abutting portions 21 with the fingers and shrinks the intervening body 20 so as to bring them closer to each other, and in this state, inserts the interposition between the distal end 1a of the pair of screw reinforcing bars 1 through the confirmation window 12. Then, when the central portion of the pair of abutting portions 21 reaches between the distal ends 1a of the screw reinforcing bar 1, the hand is released from the pair of abutting portions 21. Thereby, as shown in FIGS. 1B and 2, the pair of abutting portions 21 of the inclusion 20 abut elastically on the tips 1 a of the pair of threaded reinforcing bars 1.
In this state, both ends of each contact portion 21 are connected to a pair of confirmation windows 1.
2 and preferably project slightly from the outer surface of the joint 10.
【0014】次に、ねじ鉄筋1を継手10に連結する第
2の方法について図3を参照しながら説明する。この方
法では、図3(A)に示すように、介在物20を予め確
認窓12にはめ込んでおくことができる。そのために
は、介在物20が自然状態にある時、当接部21間の離
間距離が確認窓12の長さより大きいことが必要であ
り、はめ込み状態で、一対の当接部21は確認窓12の
両端に弾性をもって当たっている必要がある。Next, a second method for connecting the screw reinforcing bar 1 to the joint 10 will be described with reference to FIG. In this method, as shown in FIG. 3A, the inclusion 20 can be fitted in the confirmation window 12 in advance. To this end, when the inclusion 20 is in a natural state, the separation distance between the contact portions 21 needs to be larger than the length of the confirmation window 12, and in the fitted state, the pair of contact portions 21 Must be elastically applied to both ends.
【0015】上記のように、継手10に介在物20をは
め込んだ状態で、図3(B)に示すように、一方(左)
のねじ鉄筋1に継手10を半分螺合させる。この時、介
在物20の一方(左)の当接部21は、ねじ鉄筋1の先
端1aに押されて右方に向かって移動する。この左の当
接部21が左の刻印14を越えた時に、上記螺合作業を
終了する。次に、図3(C)に示すように他方(右)の
ねじ鉄筋1を継手10と同軸にして配置し、図3(D)
に示すように、このねじ鉄筋1を回して継手10に螺合
させる。これにより、介在物20の他方(右)の当接部
21がこのねじ鉄筋1の先端1aに押され、上記左方に
向かって移動する。右の当接部21が右の刻印14を越
えた時に、上記螺合作業を終了する。これにより、前述
の第1の方法と最終状態が同じになる。なお、この方法
でも、一対のねじ鉄筋1を継手10に螺合した後で、介
在物20をはめ込むようにしてもよい。As described above, in a state where the inclusion 20 is fitted into the joint 10, as shown in FIG.
The joint 10 is screwed half into the screw reinforcing bar 1 of the above. At this time, one (left) contact part 21 of the inclusion 20 is pushed by the tip 1a of the screw reinforcing bar 1 and moves rightward. When the left contact portion 21 exceeds the left marking 14, the screwing operation is completed. Next, as shown in FIG. 3 (C), the other (right) threaded reinforcing bar 1 is arranged coaxially with the joint 10, and FIG.
As shown in (1), the threaded rebar 1 is turned and screwed into the joint 10. As a result, the other (right) abutting portion 21 of the inclusion 20 is pushed by the tip 1a of the screw reinforcing bar 1 and moves toward the left. When the right contact portion 21 has passed over the right stamp 14, the screwing operation is completed. As a result, the final state becomes the same as the above-mentioned first method. In this method, the inclusions 20 may be fitted after the pair of screw reinforcing bars 1 are screwed to the joint 10.
【0016】上述した2つの連結方法のいずれを採用す
る場合でも、ねじ鉄筋1の螺合が完了し、介在物20が
装着された状態において、図4に示すように、確認窓1
2に比較的粘性の高い溶けた樹脂を閉塞材料30として
流し込み、その硬化によって確認窓12を塞ぐ。なお、
確認窓12に詰める閉塞材料として塑性変形する粘土等
の材料を用いてもよい。次に、注入孔13に注入器50
のノズルをあてがい、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。これによりグラウト材は注入孔13を通り、ねじ
鉄筋1の外周面と継手10の内周面との間の隙間に充填
される。このグラウト材の注入作業において確認窓12
が塞がれているので、この確認窓12からグラウト材が
漏れることはない。In any of the two connection methods described above, when the screwing of the threaded rebar 1 is completed and the inclusion 20 is mounted, as shown in FIG.
A molten resin having a relatively high viscosity is poured into the block 2 as the closing material 30, and the confirmation window 12 is closed by the hardening. In addition,
A material such as clay that plastically deforms may be used as the plugging material for filling the confirmation window 12. Next, the injector 50 is inserted into the injection hole 13.
And a grout material (not shown) such as cement milk or filler-filled epoxy resin is injected. As a result, the grout material passes through the injection hole 13 and fills the gap between the outer peripheral surface of the screw reinforcing bar 1 and the inner peripheral surface of the joint 10. In the grouting operation, the confirmation window 12 is used.
Is closed, so that the grout material does not leak from the confirmation window 12.
【0017】上記介在物20の一対の当接部21の両端
部は、一対の確認窓12にそれぞれ配置され、閉塞材料
30から外部に露出されている。そのため、グラウト材
の注入作業後に、外部より両ねじ鉄筋1の先端1a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。なお、継手10に確認窓
12が1つだけ形成される場合には、一対の当接部21
の一端部だけが、確認窓12に配置されることになる。
閉塞材料30が透明性,半透明性をもっている場合に
は、介在物20の当接部21は、閉塞材料30に埋まっ
ていて外部に露出されなくてもよい。Both ends of the pair of abutting portions 21 of the inclusion 20 are respectively disposed in the pair of confirmation windows 12 and are exposed to the outside from the closing material 30. Therefore, after the grout material is injected, the positions of the tips 1a of the two threaded rebars 1 can be confirmed from the outside, and the screwing depth of the threaded rebar 1 can be confirmed. When only one confirmation window 12 is formed in the joint 10, a pair of contact portions 21
Is arranged in the confirmation window 12 only.
When the closing material 30 has transparency and translucency, the contact portion 21 of the inclusion 20 may be buried in the closing material 30 and may not be exposed to the outside.
【0018】次に、グラウト材の注入方法の他の実施形
態について説明する。図5では、確認窓12の幅を狭く
している。したがって、確認窓12が塞がれていなくて
も注入孔13からのグラウト注入の際に、確認窓12か
らの漏れを最小限にすることができる。Next, another embodiment of the grouting material injection method will be described. In FIG. 5, the width of the confirmation window 12 is reduced. Therefore, even when the confirmation window 12 is not closed, leakage from the confirmation window 12 can be minimized when grout is injected from the injection hole 13.
【0019】図6に示す注入方法では、2つの注入孔1
3を有する継手10が用いられる。各注入孔13は確認
窓12と継手10の端との中間に位置している。これら
注入孔13からのグラウト材の注入に際して、グラウト
材は注入孔13から二手に別れ、一方はねじ鉄筋1と継
手10との間の隙間を経て継手10の端10aに達し、
他方は、ねじ鉄筋1と継手10との間の隙間を経て確認
窓12に達する。そのため、確認窓12からのグラウト
材の漏れがあった時に注入作業を終了すれば、確認窓1
2からの漏れを少なくすることができる。In the injection method shown in FIG. 6, two injection holes 1 are provided.
A joint 10 having 3 is used. Each injection hole 13 is located between the confirmation window 12 and the end of the joint 10. At the time of injecting the grout material from these injection holes 13, the grout material is divided into two parts from the injection holes 13, one of which reaches the end 10 a of the joint 10 through the gap between the threaded reinforcing bar 1 and the joint 10,
The other reaches the confirmation window 12 through the gap between the screw reinforcing bar 1 and the joint 10. Therefore, if the pouring operation is terminated when the grout material leaks from the confirmation window 12, the confirmation window 1
2 can be reduced.
【0020】図5,図6に示す注入方法では、確認窓1
2がグラウト材で塞がれることがあるが、上記介在物2
0の当接部21により、グラウト材注入作業後のねじ鉄
筋1の螺合深さ確認を行うことができる。なお、図4〜
図6の注入方法において、グラウト材の注入の際に、継
手10の外面に物をあてがって確認窓12を塞ぐように
してもよい。In the injection method shown in FIG. 5 and FIG.
2 may be blocked by the grout material.
With the abutment portion 21 of 0, the screwing depth of the screw reinforcing bar 1 after the grout material injection operation can be confirmed. In addition, FIG.
In the injection method of FIG. 6, an object may be applied to the outer surface of the joint 10 to close the confirmation window 12 when the grout material is injected.
【0021】図7に示す注入方法では、注入孔を持たな
い継手10が用いられ、グラウト材は確認窓12から注
入される。詳述すると、継手10の中央部に半割可能な
筒形状のシール部材60が用いられ、このシール部材6
0を継手10の中央部外周面に装着し、確認窓12を塞
ぐ。シール部材60には、一方の確認窓12に対応する
部位に接続口61が形成されており、この接続口61に
注入器50のノズル先端が接続される。注入器50から
グラウト材が注入されると、このグラウト材が一方の確
認窓12から継手10内に注入され、ねじ鉄筋1と継手
10との間の隙間に充填される。この方法でも、確認窓
12がグラウト材で塞がれるが、上記介在物20の当接
部21により、グラウト材注入作業後のねじ鉄筋1の螺
合深さ確認を行うことができる。In the injection method shown in FIG. 7, the joint 10 having no injection hole is used, and the grout material is injected through the confirmation window 12. More specifically, a tubular seal member 60 that can be split in half is used at the center of the joint 10.
0 is attached to the outer peripheral surface of the central part of the joint 10, and the confirmation window 12 is closed. A connection port 61 is formed in the seal member 60 at a position corresponding to the one confirmation window 12, and the nozzle tip of the injector 50 is connected to the connection port 61. When the grout material is injected from the injector 50, the grout material is injected into the joint 10 from one of the confirmation windows 12, and is filled in the gap between the threaded reinforcing bar 1 and the joint 10. Also in this method, although the confirmation window 12 is closed with the grout material, the abutment portion 21 of the inclusion 20 can confirm the screwing depth of the screw reinforcing bar 1 after the grout material injection operation.
【0022】次に、介在物の他の形態について説明す
る。図8に示す介在物120は、細い棒からなるバネ材
をN字形に折り曲げることによって、構成されている。
この介在物120も、最初の実施形態と同様に、一対の
当接部121と連結部122とを有している。この介在
物120は、図5に示すように確認窓12の幅が狭い場
合に、有効である。図9に示す介在物220は、互いに
ほぼ平行をなす一対の細長い平板形状の当接部221
と、この当接部221の中央部間に連結されたコイルス
プリング222(連結部)とを有している。このスプリ
ング222の弾性変形により、一対の当接部221間の
間隔が変更可能となっている。Next, another embodiment of the inclusion will be described. The inclusion 120 shown in FIG. 8 is configured by bending a spring material formed of a thin rod into an N shape.
This inclusion 120 also has a pair of abutting portions 121 and a connecting portion 122 as in the first embodiment. This inclusion 120 is effective when the width of the confirmation window 12 is narrow as shown in FIG. The inclusion 220 shown in FIG. 9 is a pair of elongated flat plate-shaped contact portions 221 that are substantially parallel to each other.
And a coil spring 222 (connecting portion) connected between the center portions of the contact portions 221. Due to the elastic deformation of the spring 222, the interval between the pair of contact portions 221 can be changed.
【0023】図10に示す介在物320は、V字形に折
り曲げられたバネ板または細棒のバネ材からなり、左右
一対の当接部321を有している。介在物320の折曲
部325が継手10の内周面において確認窓12と径方
向に対峙した位置に溶接等によって固着されている。当
接部321の端は、確認窓12に配置されており、確認
窓12の両端に当たった状態で、継手12の外面から若
干突出している。この実施形態では、図3に示す第2の
方法で継手10にねじ鉄筋1が螺合される。この介在物
320は、ねじ鉄筋の先端に押された時、折曲部325
の角度を変えるようにして弾性変形し、一対の当接部3
21間の間隔が変更される。The inclusion 320 shown in FIG. 10 is made of a spring plate or a thin rod spring material bent in a V-shape, and has a pair of right and left contact portions 321. The bent portion 325 of the inclusion 320 is fixed to the inner peripheral surface of the joint 10 by welding or the like at a position radially facing the confirmation window 12. The end of the contact portion 321 is arranged in the confirmation window 12, and slightly protrudes from the outer surface of the joint 12 in a state of contacting both ends of the confirmation window 12. In this embodiment, the threaded reinforcing bar 1 is screwed to the joint 10 by the second method shown in FIG. When this inclusion 320 is pushed to the tip of the screw reinforcing bar, the bent portion 325 is formed.
Elastically deform so as to change the angle of the pair of contact portions 3
21 are changed.
【0024】図11に示す実施形態では、継手10の内
周面において、確認窓12と径方向に対峙した部位に、
長手方向に延びる収容溝19が形成されている。この収
容溝19の中央に、上記介在物320の折曲部325が
溶接されている。介在物320の当接部321の端部は
確認窓12の両端に当たらず、確認窓12は、この当接
部321の端部の通過を許容するようになっている。こ
の構成では、図3に示す第2の方法で継手10にねじ鉄
筋1を螺合させることができるのは勿論のこと、図1に
示す第1の方法でも螺合させることができる。第1の方
法で螺合が行われる場合には、介在物320の一対の当
接部321は、継手10が全長にわたって一方のねじ鉄
筋1に螺合された時に、ねじ鉄筋1によって倒されて収
容溝19に収容され、継手10が他方のねじ鉄筋1に向
かって移動された時に、起き上がり、その端部が再び確
認窓12に配置される。In the embodiment shown in FIG. 11, a portion of the inner peripheral surface of the joint 10 that faces the confirmation window 12 in the radial direction is
An accommodation groove 19 extending in the longitudinal direction is formed. The bent portion 325 of the inclusion 320 is welded to the center of the accommodation groove 19. The ends of the contact portions 321 of the inclusions 320 do not contact both ends of the confirmation window 12, and the confirmation windows 12 allow the ends of the contact portions 321 to pass through. In this configuration, the threaded rebar 1 can be screwed to the joint 10 by the second method shown in FIG. 3, as well as the first method shown in FIG. 1. When screwing is performed by the first method, the pair of abutting portions 321 of the inclusion 320 are tilted down by the screw reinforcing bar 1 when the joint 10 is screwed to one screw reinforcing bar 1 over the entire length. When the joint 10 is accommodated in the accommodating groove 19 and is moved toward the other threaded reinforcing bar 1, the joint 10 is raised and its end is placed in the confirmation window 12 again.
【0025】なお、図8〜図11の介在物120,22
0,320を用いた場合でも、グラウト注入は、図4〜
図7の方法のいずれかを選択することができる。介在物
として、例えば一対のねじ鉄筋間にはめ込まれる硬性ま
たは弾性の楔部材を用いてもよい。この楔部材の位置に
よりねじ鉄筋の先端位置が分かるからである。The inclusions 120 and 22 shown in FIGS.
Even when using 0,320, grout injection is performed as shown in FIGS.
One of the methods in FIG. 7 can be selected. As the inclusion, for example, a hard or elastic wedge member that is fitted between a pair of threaded reinforcing bars may be used. This is because the position of the tip of the screw reinforcing bar can be determined from the position of the wedge member.
【0026】[0026]
【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、グラウト材注入後において確認窓が塞がれた状
態にあっても、介在物によって、ねじ鉄筋が必要螺合深
さで螺合されているかどうかを外部から簡単に確認する
ことができる。したがって、十分な連結強度を確保でき
るとともに、螺合深さを確認するためのマーキングをね
じ鉄筋に施さなくて済む。請求項2の発明によれば、一
対の当接部がねじ鉄筋の先端位置を示すので、螺合深さ
を正確に確認することができる。請求項3の発明によれ
ば、介在物としてN字形をなすバネ材を用いるので、簡
単な構成となり安価に製造することができる。また、一
対の当接部の間隔をバネ材の弾性変形により簡単に変更
することができ、当接部の位置を正確に示すことができ
る。請求項4の発明によれば、スプリングの弾性変形に
より、当接部の間隔を簡単に変更することができ、当接
部の位置を正確に示すことができる。請求項5の発明に
よれば、介在物としてV字形をなすバネ材を用いるの
で、簡単な構成となり安価に製造することができる。ま
た、一対の当接部の間隔をバネ材の弾性変形により簡単
に変更することができ、当接部の位置を正確に示すこと
ができる。請求項6の発明によれば、注入孔からのグラ
ウト材の注入に際して確認窓を塞ぐので、確認窓からの
グラウト材の漏れをなくすことができる。請求項7の発
明によれば、確認窓を介してグラウト材を注入するの
で、確認窓からのグラウト材の漏れをなくすことができ
る。As described above, according to the first aspect of the present invention, even if the confirmation window is closed after the grout material is injected, the screw rebar is required to have a required screwing depth by the inclusion. It can be easily checked from outside whether or not it is screwed. Therefore, a sufficient connection strength can be ensured, and a marking for confirming the screwing depth does not have to be provided on the screw reinforcing bar. According to the second aspect of the present invention, since the pair of abutting portions indicate the tip positions of the screw rebars, it is possible to accurately confirm the screwing depth. According to the third aspect of the present invention, since the N-shaped spring material is used as the inclusion, the structure is simple and the manufacturing can be performed at low cost. Further, the interval between the pair of contact portions can be easily changed by the elastic deformation of the spring material, and the position of the contact portion can be accurately indicated. According to the fourth aspect of the invention, the interval between the contact portions can be easily changed by the elastic deformation of the spring, and the position of the contact portion can be accurately indicated. According to the fifth aspect of the present invention, since the V-shaped spring material is used as the inclusion, the structure can be simplified and the device can be manufactured at low cost. Further, the interval between the pair of contact portions can be easily changed by the elastic deformation of the spring material, and the position of the contact portion can be accurately indicated. According to the invention of claim 6, since the confirmation window is closed when the grout material is injected from the injection hole, it is possible to eliminate leakage of the grout material from the confirmation window. According to the invention of claim 7, since the grout material is injected through the confirmation window, leakage of the grout material from the confirmation window can be eliminated.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明の一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)はねじ鉄筋の螺合が終了した
状態を示し、(B)はねじ鉄筋の先端間に介在物を挿入
した状態を示す。BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a longitudinal sectional view of a threaded bar connecting device according to an embodiment of the present invention, in which (A) shows a state in which the screwing of the threaded bar has been completed, and (B) shows a state between the tips of the threaded bar. Shows a state in which an inclusion is inserted into the area.
【図2】上記連結装置の平面図であり、ねじ鉄筋の先端
間に介在物を挿入した状態を示す。FIG. 2 is a plan view of the connection device, showing a state in which an inclusion is inserted between tips of a screw reinforcing bar.
【図3】(A)〜(D)は、ねじ鉄筋を継手に連結する
方法の他の態様を順を追って示す概略図である。FIGS. 3A to 3D are schematic diagrams sequentially illustrating another embodiment of a method of connecting a threaded reinforcing bar to a joint.
【図4】ねじ鉄筋螺合と介在物の装着が終了した後に実
行されるグラウト注入方法を示す概略図である。FIG. 4 is a schematic view showing a grout injection method executed after the screwing of the threaded rebar and the mounting of the inclusions are completed.
【図5】グラウト注入方法の他の形態を示す概略図であ
る。FIG. 5 is a schematic view showing another embodiment of the grout injection method.
【図6】グラウト注入方法のさらに他の形態を示す概略
図である。FIG. 6 is a schematic view showing still another embodiment of the grout injection method.
【図7】グラウト注入方法のさらに他の形態を示す概略
図である。FIG. 7 is a schematic view showing still another embodiment of the grout injection method.
【図8】介在物の他の形態を示す斜視図である。FIG. 8 is a perspective view showing another form of the inclusion.
【図9】介在物のさらに他の形態を示す側面図である。FIG. 9 is a side view showing still another form of the inclusion.
【図10】他の実施形態をなす連結装置の縦断面図であ
る。FIG. 10 is a longitudinal sectional view of a connecting device according to another embodiment.
【図11】図10と似た介在物を用いた連結装置の他の
形態を示す縦断面図である。FIG. 11 is a longitudinal sectional view showing another embodiment of a connecting device using an inclusion similar to that of FIG. 10;
【図12】(A)、(B)は従来のねじ鉄筋連結の作業
手順の説明図である。FIGS. 12A and 12B are explanatory views of a conventional procedure for connecting a threaded reinforcing bar.
1 ねじ鉄筋 1a 先端 10 継手 12 確認窓 13 注入孔 20,120,220,320 介在物 21,121,221,321 当接部 22,122 連結部 222 スプリング 325 折曲部 REFERENCE SIGNS LIST 1 threaded reinforcing bar 1 a tip 10 joint 12 confirmation window 13 injection hole 20, 120, 220, 320 inclusion 21, 121, 221, 321 contact part 22, 122 connecting part 222 spring 325 bent part
Claims (7)
た状態で、継手とねじ鉄筋との間の隙間にグラウト材を
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、 上記継手の中央に、両ねじ鉄筋の先端を確認するための
確認窓を形成し、 さらに、上記ねじ鉄筋の先端間に介在されるとともに端
部が上記確認窓に配置される介在物を装備してなること
を特徴とするねじ鉄筋用連結装置。1. A device for connecting threaded rebars by injecting a grout material into a gap between the joint and the threaded rebar in a state where ends of a pair of threaded rebars are screwed to the joint, In the center of the joint, a confirmation window for confirming the tips of both threaded rebars is formed.Furthermore, an interposition is provided between the tips of the threaded rebars and the end is disposed in the confirmation window. A coupling device for a screw reinforcing bar.
した一対の当接部を備え、これら当接部が一対のねじ鉄
筋の先端にそれぞれ当たるとともに、その端部が確認窓
に配置され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 method according to claim 1, wherein the inclusion includes a pair of abutting portions facing each other with a changeable interval, the abutting portions respectively abutting against the tips of a pair of threaded rebars, and the ends are disposed in a confirmation window. The coupling device for a screw reinforcing bar according to claim 1, wherein:
バネ材からなり、その左右部が上記一対の当接部として
提供されることを特徴とする請求項2に記載のねじ鉄筋
用連結装置。3. The connection according to claim 2, wherein the inclusion is made of a spring material bent in an N-shape, and left and right portions thereof are provided as the pair of contact portions. apparatus.
記一対の当接部と、これら当接部を連結するスプリング
とからなることを特徴とする請求項2に記載のねじ鉄筋
用連結装置。4. The connecting device according to claim 2, wherein the inclusion includes the pair of contact portions that are substantially parallel to each other, and a spring that connects the contact portions. .
り、その左右部が上記一対の当接部として提供され、そ
の折曲部が継手の内周面において確認窓と径方向に対峙
した位置に固着されていることを特徴とする請求項2に
記載のねじ鉄筋用連結装置。5. The method according to claim 5, wherein the inclusion is formed of a V-shaped spring material, and left and right portions thereof are provided as the pair of abutting portions, and the bent portion faces the confirmation window radially on the inner peripheral surface of the joint. The connecting device for a screw reinforcing bar according to claim 2, wherein the connecting device is fixed at a set position.
置にグラウト材を注入する方法において、上記確認窓に
閉塞材料を詰めた状態で、この確認窓から周方向に離れ
て形成された注入孔に注入器のノズルを接続し、この注
入器から注入孔を介して、継手とねじ鉄筋との間の隙間
にグラウト材を注入することを特徴とするグラウト材注
入方法。6. A method for injecting a grout material into a threaded bar connecting device according to claim 1, wherein said confirmation window is formed with a plugging material packed therein and formed to be circumferentially separated from said confirmation window. A grout material is injected into the gap between the joint and the threaded rebar through the injection hole by connecting a nozzle of the injector to the injected injection hole.
置にグラウト材を注入する方法において、確認窓を囲む
ようにして継手の外面にシール部材を当て、このシール
部材に形成された接続口に注入器のノズルを接続し、こ
の注入器から確認窓を介して、継手とねじ鉄筋との間の
隙間にグラウト材を注入することを特徴とするグラウト
材注入方法。7. A method according to claim 1, wherein a sealing member is applied to an outer surface of the joint so as to surround the confirmation window, and a connection port formed in the sealing member. A grout material is injected into the gap between the joint and the threaded reinforcing bar from the injector via a confirmation window.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9177695A JPH116248A (en) | 1997-06-18 | 1997-06-18 | Connecting device for threaded reinforcing bar and method for injecting grout |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9177695A JPH116248A (en) | 1997-06-18 | 1997-06-18 | Connecting device for threaded reinforcing bar and method for injecting grout |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH116248A true JPH116248A (en) | 1999-01-12 |
Family
ID=16035498
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9177695A Pending JPH116248A (en) | 1997-06-18 | 1997-06-18 | Connecting device for threaded reinforcing bar and method for injecting grout |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH116248A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
CN105908901A (en) * | 2016-04-22 | 2016-08-31 | 南京理工大学 | Perforation positioning grouting sleeve |
KR20190076660A (en) * | 2017-12-22 | 2019-07-02 | 동국제강주식회사 | Coupling device and method for preformed bar arrangement using threaded reinforcing bars |
JP2019203293A (en) * | 2018-05-22 | 2019-11-28 | サンコーテクノ株式会社 | Metal expansion anchor |
-
1997
- 1997-06-18 JP JP9177695A patent/JPH116248A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
CN105908901A (en) * | 2016-04-22 | 2016-08-31 | 南京理工大学 | Perforation positioning grouting sleeve |
CN105908901B (en) * | 2016-04-22 | 2018-08-21 | 南京理工大学 | A kind of perforation positioning grout sleeve |
KR20190076660A (en) * | 2017-12-22 | 2019-07-02 | 동국제강주식회사 | Coupling device and method for preformed bar arrangement using threaded reinforcing bars |
JP2019203293A (en) * | 2018-05-22 | 2019-11-28 | サンコーテクノ株式会社 | Metal expansion anchor |
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