JP2003035040A - Injecting apparatus for injecting mending material into crack of concrete structure - Google Patents

Injecting apparatus for injecting mending material into crack of concrete structure

Info

Publication number
JP2003035040A
JP2003035040A JP2001224001A JP2001224001A JP2003035040A JP 2003035040 A JP2003035040 A JP 2003035040A JP 2001224001 A JP2001224001 A JP 2001224001A JP 2001224001 A JP2001224001 A JP 2001224001A JP 2003035040 A JP2003035040 A JP 2003035040A
Authority
JP
Japan
Prior art keywords
injection
repair material
injecting
cylinder
crack
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
Application number
JP2001224001A
Other languages
Japanese (ja)
Inventor
Norio Iwasaki
紀夫 岩▲さき▼
Masaaki Hanya
公明 半谷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ASAHI BONDO KOGYO KK
DAIYA REFORM KK
Original Assignee
ASAHI BONDO KOGYO KK
DAIYA REFORM KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ASAHI BONDO KOGYO KK, DAIYA REFORM KK filed Critical ASAHI BONDO KOGYO KK
Priority to JP2001224001A priority Critical patent/JP2003035040A/en
Publication of JP2003035040A publication Critical patent/JP2003035040A/en
Pending legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an injecting apparatus that is constituted to prevent excessive forces from being applied to a pedestal at the time of attaching and detaching an injecting cylindrical body filled with a mending material and an injection pipe for injecting the mending material into cracks to and from each other by constituting the cylindrical body and injection pipe in different members. SOLUTION: The injecting cylindrical body 1 is constituted by provided a blind mending material outlet/inlet 13 which works as both mending material packing and injecting ports in the bottom wall section of a cylindrical body 10 made of a soft material and, at the same time, forming the terminating section of the outlet/inlet 13 in a check valve 14 and blocking the opened port of the cylindrical body 10 with a plug body 3. The injection pipe 2 is provided with injecting bills 21 and 21a protruded from both ends of a flange substrate 20. The mending material is injected into a crack of concrete by fitting the injection pipe 2 to the crack and inserting the mending material outlet/inlet 13 of the injecting cylindrical body 1 into the bills 21 and 21a.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート構造
物のひび割れに補修材を注入するための注入器具に関し
ており、詳しくは外装材にタイル又は石材を貼った構造
物の補修に適する注入器具に関している。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an injection device for injecting a repair material into a crack of a concrete structure, and more particularly to an injection device suitable for repairing a structure in which a tile or a stone material is attached to an exterior material. .

【0002】[0002]

【従来の技術】コンクリート構造物のひび割れに補修材
を注入して補修する方法は知られており、又、補修材を
注入する注入器具も各種のものが開発されている。
2. Description of the Related Art A method for injecting a repair material into a crack of a concrete structure for repair is known, and various injection tools for injecting the repair material have been developed.

【0003】特公平3−80954で知られる注入器具
は、図7aに示すように、インジェクター1と取付け座
金2とからなり、インジェクター1は弾性材料のチュー
ブ3の両端に取付け口4,5を設けるとともに、チュー
ブ3と取付け口4,5との間に逆止弁10,11を介在
させたものである。一方、取付け座金2はインジェクタ
ー1の取付け口4に嵌合する被取付け口12とコンクリ
ート構造物のひび割れ部に接着する板部13とからなる
ものである。又、逆止弁10(11)は図7bに示すよ
うに補修材の通路を閉じる閉塞面10aを有するカップ
形状であって、その周壁に流通孔10bを形成し、取付
け口4(5)の径の異なる段差部に係合する鍔10cを
設けたものである。
The injection device known from Japanese Patent Publication No. 3-80954 comprises, as shown in FIG. 7a, an injector 1 and a mounting washer 2. The injector 1 has mounting ports 4 and 5 at both ends of a tube 3 made of an elastic material. At the same time, the check valves 10 and 11 are interposed between the tube 3 and the mounting ports 4 and 5. On the other hand, the mounting washer 2 comprises a mounting port 12 that fits into the mounting port 4 of the injector 1 and a plate portion 13 that adheres to the cracked portion of the concrete structure. Further, the check valve 10 (11) has a cup shape having a closing surface 10a that closes the passage of the repair material as shown in FIG. A collar 10c that engages with a stepped portion having a different diameter is provided.

【0004】注入器具の使用は、コンクリート構造物の
ひび割れ部に取付け座金2の板部13を接着し、インジ
ェクター1には何れか一方の取付け口4からチューブ3
内に補修(接着)材を充填する。そして、取付け口4を
取付け座金2の被取付け口12と嵌合するが、被取付け
口12には係止突片14が設けられており、又、取付け
口4にはこれと係合する切欠部16が設けられているか
ら、両者を結合するには係合突片14を切欠部16に係
合する。ただし、切欠部16は係合突片14が容易に脱
落しないようにするために、正面視形状を鍵型に形成し
ているので、両者の結合は、被取付け口12に取付け口
4を嵌合した後、インジェクター1を捩って係合突片1
4を切欠部16の奥部に到達させることが必要である。
To use the injection device, the plate portion 13 of the mounting washer 2 is adhered to the cracked portion of the concrete structure, and the injector 1 is attached to the tube 3 from either one of the mounting ports 4.
Fill the inside with repair (adhesive) material. Then, the mounting port 4 is fitted with the mounted port 12 of the mounting washer 2, but the mounting port 12 is provided with a locking projection 14, and the mounting port 4 has a notch for engaging with this. Since the portion 16 is provided, the engaging protrusion 14 is engaged with the cutout portion 16 in order to connect the both. However, the notch 16 is formed in a key shape in a front view in order to prevent the engaging projection 14 from easily falling off, so that the attachment of the attachment port 4 to the attachment port 12 is performed so as to connect the both. After mating, twist the injector 1 to engage the engaging projection 1
It is necessary to make 4 reach the inner part of the notch 16.

【0005】従来技術には、上記以外にインジェクター
に相当する部材と取付け座金に相当する部材が一体とな
っているものも知られているが、これは、注入開始後に
補修材の全部が注入されてしまい追加の注入をしたい場
合には、接着されている注入器具に注入ポンプを使用し
て補修材を充填していた。ただし、補修工事は壁面狭隘
部又は天井など施工しにくい所もあるので、接着された
注入器具に補修材を充填するのは容易ではなかった。
In addition to the above, the prior art is also known in which a member corresponding to an injector and a member corresponding to a mounting washer are integrated, but this is the case where the entire repair material is injected after the start of injection. In the case where it was necessary to perform additional injection, the injection device that had been bonded was filled with the repair material using an injection pump. However, it is not easy to fill the bonded injection device with repair material because there are places where it is difficult to carry out repair work such as narrow wall areas or ceilings.

【0006】この点、インジェクターと取付け座金が別
部材として構成されている上記従来技術は、補修材を追
加注入する時に空になったインジェクターを外し、補修
材を充填した新たなインジェクターを接着されたままの
取付け座金に装着することで注入を継続することができ
る利点がある。しかし、インジェクターの取付け口と取
付け座金の被取付け口の係合手段が、突片と鍵型切欠部
なので、インジェクターの取付け口を被取付け口に差し
込んでから捩じらないと両者を結合することができなか
った。このため、取付け座金に対して捩れ方向の力が加
わり座金がコンクリート表面から剥がれるおそれがあっ
た。なぜなら、コンクリートの表面は平坦でないこと、
コンクリートの表面強度にバラツキがあるので、インジ
ェクターの係合時に取付け座金が接着材と共に剥がれる
ことがあったからである。
In this regard, in the above-mentioned conventional technique in which the injector and the mounting washer are formed as separate members, the empty injector when the repair material is additionally injected is removed, and a new injector filled with the repair material is bonded. There is an advantage that the injection can be continued by mounting it on the mounting washer as it is. However, the engaging means between the injector mounting port and the mounting washer mounting port is the protrusion and the key-shaped notch, so if the injector mounting port is inserted into the mounting port and not twisted, they must be joined together. I couldn't. Therefore, a force in the twisting direction is applied to the mounting washer, and the washer may be peeled off from the concrete surface. Because the surface of the concrete is not flat,
Because the surface strength of concrete varies, the mounting washer may peel off together with the adhesive when the injector is engaged.

【0007】ところで、コンクリート構造物が、外装材
としてタイルや石材を貼ったものでは、ひび割れ補修に
際して補修材を注入するための座金を外装材に接着する
と、注入作業が完了して座金を取り外すときに外装材を
損傷することがあった。このため、外装材がタイルや石
材である構造物においては、外装材を損傷せずにひび割
れ補修ができることが望まれている。
By the way, in a concrete structure in which tiles or stones are attached as an exterior material, when a washer for injecting the repair material is adhered to the exterior material when repairing cracks, the injection work is completed and the washer is removed. The exterior material was sometimes damaged. Therefore, in a structure in which the exterior material is a tile or a stone material, it is desired that cracks can be repaired without damaging the exterior material.

【0008】[0008]

【発明が解決しようとする課題】本発明の課題は、補修
材を充填する注入筒体と、コンクリートのひび割れ部に
装着して補修材をひび割れ内部に注入する注入管とを別
部材に構成することによって、コンクリート構造物にタ
イル又は石材の外装材が設けられているものの補修に適
した注入器具を提供することである。
SUMMARY OF THE INVENTION An object of the present invention is to construct an injection cylinder for filling a repair material and an injection pipe for mounting the repair material into a crack portion of concrete and injecting the repair material into the crack as separate members. This is to provide an injection device suitable for repairing a concrete structure provided with a tile or stone exterior material.

【0009】[0009]

【課題を解決するための手段】解決手段の第1は、補修
材を充填する注入筒体と、コンクリートのひび割れ部に
装着して補修材をひび割れの内部に注入する注入管とか
らなり、注入筒体が軟質資材の筒状体の底壁部に補修材
の充填口と注入口を兼ねた補修材出入口を設けるととも
に該補修材出入口の終端部を逆止弁に形成しかつ開放口
を栓体により閉塞したものであり、注入管が両端に注入
嘴を突設したものであり、コンクリートのひび割れ部に
あけた植込み穴に上記注入管の注入嘴を嵌合し、補修材
を充填した上記注入筒体の補修材出入口をコンクリート
から突出している上記注入嘴に差し込み、当該注入嘴の
先端が上記逆止弁を突き破って筒状体の内部に達したと
き該筒状体の復元力を利用して補修材をひび割れに注入
することを特徴とするものである。解決手段の第2は、
解決手段の第1において、栓体は芯材が一体に形成され
ており、注入筒体の筒体内に芯材を収容して筒体開放口
を閉塞したものであることを特徴とする。解決手段の第
3は、解決手段の第2において、芯材は栓体と別部材に
形成されていることを特徴とする。解決手段の第4は、
解決手段の第1から第3のいずれかにおいて、注入筒体
は栓体を嵌めた開放口に締付けバンドを装着したことを
特徴とする。解決手段の第5は、解決手段の第1におい
て、注入管は中央部分にフランジ基板が設けられ、該フ
ランジ基板の両端に注入嘴を突設したものであることを
特徴とする。解決手段の第6は、解決手段の第1から第
5のいずれかにおいて、注入筒体は栓体を嵌めた開放口
に締付けバンドを装着して開放口を閉塞したことを特徴
とする。
The first of the means for solving the problems comprises an injection cylinder for filling the repair material and an injection pipe for mounting the repair material on the cracked portion of the concrete to inject the repair material into the crack. A tubular body made of a soft material is provided with a repair material inlet / outlet that doubles as a filling port and an injection port for the repair material, and the end portion of the repair material inlet / outlet is formed as a check valve and the opening port is plugged. It is closed by the body, the injection pipe has injection beaks protruding at both ends, the injection beak of the injection pipe is fitted into the implantation hole opened in the cracked part of the concrete, and the repair material is filled. Insert the repair material inlet / outlet of the injection cylinder into the injection beak protruding from the concrete, and use the restoring force of the cylinder when the tip of the injection beak penetrates the check valve and reaches the inside of the cylinder. It is characterized by injecting repair material into cracks Is shall. The second solution is
In the first solution means, a core material is integrally formed in the plug body, and the core material is housed in the cylinder of the injection cylinder and the cylinder opening is closed. A third solving means is characterized in that, in the second solving means, the core material is formed as a separate member from the plug body. The fourth solution is
In any one of the first to the third means of solving means, the injection cylinder is characterized in that a tightening band is attached to an opening into which a plug is fitted. A fifth solution means is characterized in that, in the first solution means, the injection pipe is provided with a flange substrate at a central portion thereof, and injection beaks are projected from both ends of the flange substrate. The sixth solution means is characterized in that, in any one of the first to fifth solution means, the injection cylinder has a tightening band attached to the opening opening in which the plug is fitted to close the opening opening.

【0010】[0010]

【発明の実施の形態】図1は本発明に係る注入器具の使
用状態を示し、図2は注入筒体、栓体を、図3は注入管
を、図4は締付けバンドを、図5は組み立てた注入筒体
を、図6は補修作業の前工程を示している。本実施例の
注入器具は、補修材を充填する軟質資材製の注入筒体1
と、コンクリートのひび割れ部に装着する注入管2と、
注入筒体1の開放口を閉塞する栓体3と、注入筒体1か
ら栓体3が脱落するのを防止する締付けバンド5からな
るものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a state of use of an injection device according to the present invention, FIG. 2 shows an injection cylinder and a plug, FIG. 3 shows an injection pipe, FIG. 4 shows a tightening band, and FIG. FIG. 6 shows the pre-process of the repair work of the assembled injection cylinder. The injection device of the present embodiment is an injection cylinder 1 made of a soft material that is filled with a repair material.
And an injection pipe 2 to be attached to the cracked part of concrete,
It comprises a plug body 3 for closing the opening of the injection cylinder body 1 and a tightening band 5 for preventing the plug body 3 from falling off from the injection cylinder body 1.

【0011】注入筒体1は、軟質資材であるゴム製、好
ましくはシリコンゴム製であって、筒状体10の基端側
を底壁部11とし、先端側を開放口12としており、補
修材を充填すると膨らむものである(図1)。ここで底
壁部11には中心部に補修材の充填口と注入口を兼ねか
つ底壁を貫通しない有底の補修材出入口13を設け、該
補修材出入口13の終端部に肉厚を薄くした逆止弁14
が形成されている。なお、逆止弁14は底壁部11に環
状溝15を設けて筒状体10に向って突出させた構造に
形成しているが、環状溝15は必ずしも設けなくてもよ
く、補修材出入口13の終端部分の肉厚が薄く形成され
ていれば逆止弁の機能を発揮させることができる。又、
開放口12には筒状体10の内径を若干小径に形成した
係合段部16が形成されている。
The injection cylinder 1 is made of rubber, which is a soft material, preferably silicon rubber, and the base end side of the cylinder 10 is a bottom wall portion 11 and the tip end side is an open port 12 for repair. When it is filled with wood, it swells (Fig. 1). Here, the bottom wall portion 11 is provided with a bottomed repair material inlet / outlet 13 that serves both as a filling port and an injection port for the repair material and does not penetrate the bottom wall in the central portion, and the end portion of the repair material inlet / outlet 13 has a thin wall thickness. Check valve 14
Are formed. The check valve 14 is formed in a structure in which the annular groove 15 is provided in the bottom wall portion 11 so as to project toward the tubular body 10. However, the annular groove 15 may not necessarily be provided, and the repair material inlet / outlet port may be provided. If the thickness of the end portion of 13 is thin, the function of the check valve can be exerted. or,
The opening 12 is provided with an engagement step portion 16 in which the inner diameter of the tubular body 10 is made slightly smaller.

【0012】注入管2は、プラスチック製であって、中
央部分に設けたフランジ基板20とフランジ基板20の
両端に突設した注入嘴21,21aとからなり、該注入
嘴21,21aは先端に向って小径となる管状体であ
る。なお、注入嘴21,21aは同じ構造であって、一
方は注入筒体1と結合し、他方はひび割れ部に形成する
植込み穴と結合するものである。22は注入嘴21aに
装着するゴムパッキンである。
The injection pipe 2 is made of plastic and comprises a flange substrate 20 provided in the central portion and injection beaks 21 and 21a protruding from both ends of the flange substrate 20, and the injection beaks 21 and 21a are provided at the tips. It is a tubular body with a small diameter toward it. The injection beaks 21 and 21a have the same structure, one of which is connected to the injection cylinder 1 and the other of which is connected to an implantation hole formed in the cracked portion. A rubber packing 22 is attached to the injection beak 21a.

【0013】栓体3は、プラスチック製であって芯材4
を一体に形成したものである。又、芯材4は主体30よ
りも若干小径に形成されており、筒状体10の開放口1
2から挿入するものである。なお、栓体3は主体部分に
上記開放口12の係合段部16と係合する小径部31を
形成している。芯材4は、筒状体10内に挿入して補修
材を充填しないときに当該筒状体10内に空洞部が形成
されるのを妨げるものであって、補修材の無駄な使用を
防止するためのものである。図2dに示す他の実施例で
は、栓体3aと芯材4aが別部材に形成されているもの
であり、芯材4aの基端部には軸方向に直交する方向の
切欠き部40を形成して注入管2の注入嘴21が逆止弁
14から突出したときに、注入嘴21の開口部を塞ぐの
を防止している。
The plug 3 is made of plastic and has a core 4
Is integrally formed. Further, the core material 4 is formed to have a slightly smaller diameter than the main body 30, and the opening 1 of the tubular body 10 is
Insert from 2. The main body of the plug 3 has a small diameter portion 31 that engages with the engagement step portion 16 of the opening 12. The core material 4 prevents the hollow portion from being formed in the tubular body 10 when the core material 4 is inserted into the tubular body 10 and is not filled with the repair material, and prevents use of the repair material. It is for doing. In another embodiment shown in FIG. 2d, the plug 3a and the core member 4a are formed as separate members, and the base member 4a is provided with a notch 40 in a direction orthogonal to the axial direction. When the injection beak 21 of the injection pipe 2 is formed and protrudes from the check valve 14, the opening of the injection beak 21 is prevented from being blocked.

【0014】この他、筒状体10の開放口に栓体3を装
着したとき、栓体3が筒体内に充填した補修材の圧力で
脱落しないようにするために、当該開放口12に図4に
示す締付けバンド5を取り付ける。締付けバンド5は、
ハンド体50に爪を形成するとともに、一端にバンド通
し孔51を設けたものであって、バンド体50をバンド
通し孔51に挿入して先端を引っ張ると、爪がバンド通
し孔51に係合して緩まない構造になっている。
In addition, when the stopper 3 is attached to the opening of the cylindrical body 10, the opening 3 is attached to the opening 12 in order to prevent the stopper 3 from falling off due to the pressure of the repair material filled in the cylinder. Attach the tightening band 5 shown in FIG. The tightening band 5 is
The hand body 50 is formed with a claw and a band through hole 51 is provided at one end. When the band body 50 is inserted into the band through hole 51 and the tip is pulled, the claw engages with the band through hole 51. It does not come loose.

【0015】注入筒体1は筒状体10の開放口12から
栓体3の芯材4を挿入し開放口12を栓体3により閉塞
する。筒状体10を補修材によって膨らませたときに栓
体3が内部の圧力によって脱落するのを防ぐために、筒
状体10の開放口12に締付けバンド5を装着する。な
お、注入筒体1は組み立てられた状態で出荷する(図5
a)。又、栓体3aと芯材4aが別部材に形成されてい
るものは、芯材4aを筒状体10内に挿入するときに切
欠き部40から挿入して逆止14との間に隙間が形成す
るようにする(図5b)。
In the injection cylinder 1, the core material 4 of the plug 3 is inserted from the opening 12 of the cylindrical body 10 and the opening 12 is closed by the plug 3. The tightening band 5 is attached to the opening 12 of the tubular body 10 in order to prevent the plug body 3 from falling off due to the internal pressure when the tubular body 10 is inflated by the repair material. The injection cylinder 1 is shipped in an assembled state (Fig. 5).
a). Further, in the case where the plug body 3a and the core material 4a are formed as separate members, when the core material 4a is inserted into the tubular body 10, the core material 4a is inserted from the notch portion 40 and a gap is provided between the plug body 3a and the core material 4a. To form (FIG. 5b).

【0016】実施例の注入器具を施工するのは、コンク
リート構造物にタイル又は石材等の外装材が貼着されて
いる場合のひび割れ部である。図6において、コンクリ
ート60の表面にセメントモルタル61を介してタイル
62が貼着されており、該タイル62は隣接のものとの
間に目地63が形成されている。ここで、ひび割れ部6
4は目地63に生じている(図6a)。ひび割れ部64
が発生した目地63には、ドリルを使用してコンクリー
ト60に達する深さの植込み穴65を穿ける(図6
b)。次いで植込み穴65に注入管2をゴムパッキン2
2を介して嵌合する(図6c)。
The pouring device of the embodiment is applied to a cracked portion when an exterior material such as a tile or a stone material is attached to a concrete structure. In FIG. 6, a tile 62 is attached to the surface of concrete 60 via cement mortar 61, and a joint 63 is formed between the tile 62 and an adjacent one. Here, the cracked portion 6
4 occurs at the joint 63 (FIG. 6a). Crack 64
In the joint 63 where the crack has occurred, a drilling hole 65 having a depth reaching the concrete 60 is formed using a drill (see FIG. 6).
b). Next, insert the injection pipe 2 into the implantation hole 65 and the rubber packing 2
Mating via 2 (Fig. 6c).

【0017】注入管2は、下向き方向となる注入嘴21
aにゴムパッキン22を装着して植込み穴65にしっか
り固定し、該注入嘴21aの先端が植込み穴65の中間
程度の位置に達するようにし、又同時に上向き方向とな
る注入嘴21を目地63の表面から突出させる。なお、
注入管2の長さ、植込み穴65の深さは上記した条件を
満足する寸法としている。
The injection tube 2 has an injection beak 21 facing downward.
The rubber packing 22 is attached to a and is firmly fixed to the implantation hole 65 so that the tip of the injection beak 21a reaches a position approximately in the middle of the implantation hole 65, and at the same time, the injection beak 21 which is in the upward direction is attached to the joint 63. Make it protrude from the surface. In addition,
The length of the injection pipe 2 and the depth of the implantation hole 65 are dimensioned to satisfy the above-mentioned conditions.

【0018】注入筒体1は、補修材出入口13から筒状
体10内に補修材70を図示しないグリスポンプに専用
ノズルを装着して充填する。グリスポンプの専用ノズル
と注入管2の注入嘴21とは共に先端が鋭くなっている
ので、補修材出入口13にグリスポンプの専用ノズル及
び注入嘴21を挿入すると、逆止弁14が破られて当該
専用ノズル及び注入嘴21の先端が筒状体10内に達す
る(図1参照)。このとき、グリスポンプの専用ノズル
及び注入嘴21の先端は、図5aの実施例では芯材4と
逆止弁14との隙間に達しており、又、図5cの実施例
では、注入嘴21の先端は芯材4aの切欠き部40に達
しているので、いずれの場合も専用ノズル及び注入嘴2
1の先端開口部が塞がれることはない。逆止弁14はグ
リスポンプの専用ノズルによって突き破られているが、
専用ノズルを抜いたときに穴が塞がれ、又補修材は適度
の粘性を有しているので、筒状体10内の補修材70が
逆流することはない。
The injection cylinder 1 is filled with the repair material 70 from the repair material inlet / outlet 13 into the tubular body 10 by mounting a dedicated nozzle on a grease pump (not shown). Both the exclusive nozzle of the grease pump and the injection beak 21 of the injection pipe 2 have sharp tips, so when the exclusive nozzle of the grease pump and the injection beak 21 are inserted into the repair material inlet / outlet 13, the check valve 14 is broken. The dedicated nozzle and the tip of the injection beak 21 reach the inside of the tubular body 10 (see FIG. 1). At this time, the dedicated nozzle of the grease pump and the tip of the injection beak 21 reach the gap between the core material 4 and the check valve 14 in the embodiment of FIG. 5a, and the injection beak 21 in the embodiment of FIG. 5c. Since the tip of each reaches the cutout portion 40 of the core material 4a, in any case, the dedicated nozzle and the injection beak 2
The front end opening of No. 1 is not blocked. The check valve 14 is pierced by a dedicated nozzle of the grease pump,
Since the hole is closed when the dedicated nozzle is pulled out and the repair material has an appropriate viscosity, the repair material 70 in the tubular body 10 does not flow backward.

【0019】ひび割れ部64が目地63に露出している
ときは、露出しているひび割れ部にシール材を施して注
入した補修材がコンクリート表面に排出しないようにす
る。ここで、補修材70が充填されて膨らんだ状態にな
った注入筒体1を注入管2の注入嘴21に差し込んで補
修材70の注入を開始する。補修材70の注入は、注入
嘴21の先端が逆止弁14を破って筒状体10内に達し
たときに開始する。筒状体10はシリコンゴム製なの
で、膨らんだ状態から元の状態に戻ろうとする復元力が
作用し、この復元力によって内部の補修材70をひび割
れ部64に注入する。注入を開始して直ぐに筒状体10
が空になったときは、補修材70を充填した新たな筒状
体10と交換する。
When the cracked portion 64 is exposed at the joint 63, a sealing material is applied to the exposed cracked portion to prevent the injected repair material from discharging to the concrete surface. Here, the injection cylinder 1 which is filled with the repair material 70 and is in a swelled state is inserted into the injection beak 21 of the injection tube 2 to start the injection of the repair material 70. The injection of the repair material 70 starts when the tip of the injection beak 21 breaks the check valve 14 and reaches the inside of the tubular body 10. Since the tubular body 10 is made of silicon rubber, a restoring force that restores the original state from the inflated state acts, and this restoring force injects the repair material 70 inside into the crack portion 64. Immediately after starting the injection, the tubular body 10
When it becomes empty, it is replaced with a new tubular body 10 filled with the repair material 70.

【0020】実施例では、注入管2の注入嘴21に注入
筒体1を差し込むだけで両者が結合できるので、補修材
の注入時の結合および注入終了後の取外し時に接着剤で
貼り付けた注入管2に無理な力を加えることがないの
で、注入管2はゴムパッキン22を介して植込み穴65
に嵌合しているから、コンクリートへの取付部が緩んで
段落したりするおそれがない。又、筒状体10内に芯材
4,4aを挿入して筒状体内が空のときに空洞ができな
いようにしているので、補修材の無駄な使用を防いでい
る。
In the embodiment, both can be joined by simply inserting the injection cylinder 1 into the injection beak 21 of the injection pipe 2. Therefore, the injection when the repair material is attached at the time of injection and the adhesive is attached at the time of removal after the injection is completed. Since the unreasonable force is not applied to the tube 2, the injection tube 2 is inserted into the implantation hole 65 through the rubber packing 22.
Since it is fitted to, there is no risk of the mounting part on concrete coming loose and paragraphs. Further, since the core members 4 and 4a are inserted into the tubular body 10 so that the hollow body cannot be formed when the tubular body is empty, wasteful use of the repair material is prevented.

【0021】実施例の注入筒体1は、シリコンゴム製で
あって、筒状体10の厚みは2.0〜3.0mmとし、
補修材の1回の充填量を60〜70ccとし、又、注入
圧力は1.0〜2.0kg/cmとした。
The injection cylinder 1 of the embodiment is made of silicon rubber, and the thickness of the cylinder 10 is 2.0 to 3.0 mm.
The filling amount of the repair material once was 60 to 70 cc, and the injection pressure was 1.0 to 2.0 kg / cm 2 .

【0022】[0022]

【発明の効果】本発明は、補修材を充填する注入筒体と
コンクリートのひび割れ部に装着する注入管を別部材で
構成するとともに、注入筒体を注入管の注入嘴に差し込
むだけで両者を結合でき、注入管に捩り方向などの無理
な力を加えることがないので注入管がコンクリートへの
取付部が緩んで脱落したりするのを防ぐ効果と、又、注
入筒体内に芯材を挿入したものであって補修材の無駄な
使用を防ぐ効果がある。
According to the present invention, the injection cylinder to be filled with the repair material and the injection pipe to be mounted on the cracked portion of the concrete are constituted by separate members, and the injection cylinder is simply inserted into the injection beak of the injection pipe. It can be connected and does not apply unreasonable force such as twisting direction to the injection pipe, so it has the effect of preventing the injection pipe from loosening and falling off the attachment part to the concrete, and also inserting the core material into the injection cylinder. It is effective in preventing unnecessary use of repair material.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の注入器具の使用状態を示す断面図。FIG. 1 is a cross-sectional view showing a use state of an injection device of the present invention.

【図2】aは筒状体、bは栓体、cは他の栓体、dは他
の芯材を示す各斜視図。
FIG. 2 is a perspective view showing a tubular body, b a plug body, c another plug body, and d another core material.

【図3】aは注入管、bはゴムパッキンを示す各斜視
図。
FIG. 3 is a perspective view showing an injection pipe and b a rubber packing.

【図4】締付けバンドを示す斜視図。FIG. 4 is a perspective view showing a tightening band.

【図5】aは注入筒体、bは注入管、cは他の注入筒体
を示す各断面図。
5A and 5B are cross-sectional views showing an injection cylinder body, an injection pipe b, and another injection cylinder body c.

【図6】注入作業の開始前に行う前工程の手順を示す各
断面図。
FIG. 6 is a cross-sectional view showing the procedure of a pre-process performed before the start of the injection work.

【図7】従来技術を示しており、aは断面図、bは逆止
弁の正面図。
FIG. 7 shows a conventional technique, in which a is a sectional view and b is a front view of a check valve.

【符号の説明】[Explanation of symbols]

1 注入筒体 2 注入管 3 栓体 4 芯材 5 締付けバンド 10 筒状体 11 底壁部 12 開放口 13 補修材出入口 14 逆止弁 15 環状溝 16 係合段部 20 フランジ基板 21 注入嘴 22 ゴムパッキン 30 主体 31 小径部 40 切欠き部 50 バンド体 51 バンド通し孔 60 コンクリート 61 セメントモルタル 62 タイル 63 目地 64 ひび割れ部 65 植込み穴 70 補修材 1 injection cylinder 2 injection tubes 3 plugs 4 core material 5 tightening band 10 tubular 11 Bottom wall 12 opening 13 Repair material entrance / exit 14 Check valve 15 annular groove 16 Engagement step 20 Flange board 21 injection beak 22 Rubber packing 30 subject 31 Small diameter part 40 Notch 50 band body 51 band through hole 60 concrete 61 Cement mortar 62 tiles 63 joints 64 cracks 65 Implantation hole 70 Repair material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 半谷 公明 東京都板橋区大谷口北町3番7号 アサヒ ボンド工業株式会社内 Fターム(参考) 2E176 AA01 BB18 4F041 AA08 AB01 BA10 BA12 BA34 CB30 CB44    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor, Kimiaki Hanatani             3-7 Otaniguchikitamachi, Itabashi-ku, Tokyo Asahi             Bond Industry Co., Ltd. F-term (reference) 2E176 AA01 BB18                 4F041 AA08 AB01 BA10 BA12 BA34                       CB30 CB44

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 補修材を充填する注入筒体と、コンクリ
ートのひび割れ部に装着して補修材をひび割れの内部に
注入する注入管とからなり、注入筒体(1)が軟質資材
の筒状体(10)の底壁部(11)に補修材の充填口と
注入口を兼ねた補修材出入口(13)を設けるとともに
該補修材出入口(13)の終端部を逆止弁(14)に形
成しかつ開放口を栓体(3)により閉塞したものであ
り、注入管(2)が両端に注入嘴(21,21a)を突
設したものであり、コンクリートのひび割れ部にあけた
植込み穴に上記注入管(2)の注入嘴(21a)を嵌合
し、補修材を充填した上記注入筒体(1)の補修材出入
口(13)をコンクリートから突出している上記注入嘴
(21)に差し込み、当該注入嘴(21)の先端が上記
逆止弁(14)を突き破って筒状体(10)の内部に達
したとき該筒状体(10)の復元力を利用して補修材を
ひび割れに注入することを特徴とするコンクリート構造
物のひび割れに補修材を注入するための注入器具。
1. An injection cylinder that is filled with a repair material and an injection pipe that is attached to a cracked portion of concrete and that injects the repair material into the crack, wherein the injection cylinder (1) is a tubular material made of a soft material. The bottom wall (11) of the body (10) is provided with a repair material inlet / outlet (13) that also serves as a filling port and an injection port for the repair material, and the end of the repair material inlet / outlet (13) is used as a check valve (14). The injection hole is formed and the opening is closed by the plug body (3), the injection pipe (2) is provided with the injection beaks (21, 21a) projecting from both ends, and the injection hole is formed in the cracked portion of the concrete. The injection beak (21a) of the injection pipe (2) is fitted to the injection beak (21) protruding from the concrete, and the repair material inlet / outlet (13) of the injection cylinder (1) filled with the repair material is inserted into the injection beak (21). Insert the injection beak (21) so that the tip of the injection beak (21) projects the check valve (14). Injecting a repair material into a crack of a concrete structure characterized by injecting the repair material into a crack by utilizing the restoring force of the cylinder (10) when it reaches the inside of the cylinder (10). Injection device to do.
【請求項2】 栓体(3)は、芯材(4)が一体に形成
されており、注入筒体(1)の筒体内に芯材(4)を収
容して筒体開放口を閉塞したものであることを特徴とす
る請求項1に記載のコンクリート構造物のひび割れに補
修材を注入するための注入器具。
2. The plug body (3) is integrally formed with a core material (4), and the core material (4) is housed in the cylinder of the injection cylinder (1) to close the cylinder opening. The injection device for injecting the repair material into the crack of the concrete structure according to claim 1, wherein the injection device is an injection device.
【請求項3】 芯材(4a)は、栓体(3a)と別部材
に形成されていることを特徴とする請求項2に記載のコ
ンクリート構造物のひび割れに補修材を注入するための
注入器具。
3. The injection for injecting a repair material into a crack of a concrete structure according to claim 2, wherein the core material (4a) is formed as a separate member from the plug body (3a). Equipment.
【請求項4】 注入筒体(1)は、栓体(3)を嵌めた
開放口に締付けバンド(5)を装着したことを特徴とす
る請求項1から3のいずれかに記載のコンクリート構造
物のひび割れに補修材を注入するための注入器具。
4. The concrete structure according to any one of claims 1 to 3, wherein the injection cylinder (1) has a tightening band (5) attached to an opening into which the plug (3) is fitted. An injection device for injecting repair material into cracks in objects.
【請求項5】 注入管(2)は、中央部分にフランジ基
板(20)が設けられ、該フランジ基板(20)の両端
に注入嘴(21,21a)を突設したものであることを
特徴とする請求項1に記載のコンクリート構造物のひび
割れに補修材を注入するための注入器具。
5. The injection pipe (2) is characterized in that a flange substrate (20) is provided at a central portion, and the injection beaks (21, 21a) are projectingly provided at both ends of the flange substrate (20). An injection device for injecting a repair material into a crack of the concrete structure according to claim 1.
【請求項6】 注入筒体(1)は、栓体(3)を嵌めた
開放口に締付けバンド(5)を装着して開放口を閉塞し
たことを特徴とする請求項1から5のいずれかに記載の
コンクリート構造物のひび割れに補修材を注入するため
の注入器具。
6. The injection cylinder (1) according to any one of claims 1 to 5, characterized in that a tightening band (5) is attached to the opening in which the plug (3) is fitted to close the opening. An injection tool for injecting a repair material into the crack of the concrete structure described in (1).
JP2001224001A 2001-07-25 2001-07-25 Injecting apparatus for injecting mending material into crack of concrete structure Pending JP2003035040A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001224001A JP2003035040A (en) 2001-07-25 2001-07-25 Injecting apparatus for injecting mending material into crack of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001224001A JP2003035040A (en) 2001-07-25 2001-07-25 Injecting apparatus for injecting mending material into crack of concrete structure

Publications (1)

Publication Number Publication Date
JP2003035040A true JP2003035040A (en) 2003-02-07

Family

ID=19057244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001224001A Pending JP2003035040A (en) 2001-07-25 2001-07-25 Injecting apparatus for injecting mending material into crack of concrete structure

Country Status (1)

Country Link
JP (1) JP2003035040A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010090695A (en) * 2008-10-10 2010-04-22 Kpg Co Ltd Crack repair packer assembly adopting elastic storage tube
JP2011099269A (en) * 2009-11-06 2011-05-19 Sg Engineering Kk Repairing method of concrete structure
CN105195395A (en) * 2015-10-15 2015-12-30 重庆路投科技有限公司 Sealant injection device
CN106592998A (en) * 2016-12-01 2017-04-26 浙江海洋大学 House crack repairing device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS622741U (en) * 1985-06-24 1987-01-09
JPH0287868U (en) * 1988-12-27 1990-07-11
JPH10306594A (en) * 1997-03-07 1998-11-17 Dia Giken Kk Repairing material injector for injecting repairing material into crack of concrete structure
JP2000291266A (en) * 1999-04-05 2000-10-17 Sho Bond Constr Co Ltd Washer for adhesive injecting apparatus, adhesive injecting apparatus, and adhesive injecting method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS622741U (en) * 1985-06-24 1987-01-09
JPH0287868U (en) * 1988-12-27 1990-07-11
JPH10306594A (en) * 1997-03-07 1998-11-17 Dia Giken Kk Repairing material injector for injecting repairing material into crack of concrete structure
JP2000291266A (en) * 1999-04-05 2000-10-17 Sho Bond Constr Co Ltd Washer for adhesive injecting apparatus, adhesive injecting apparatus, and adhesive injecting method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010090695A (en) * 2008-10-10 2010-04-22 Kpg Co Ltd Crack repair packer assembly adopting elastic storage tube
JP2011099269A (en) * 2009-11-06 2011-05-19 Sg Engineering Kk Repairing method of concrete structure
CN105195395A (en) * 2015-10-15 2015-12-30 重庆路投科技有限公司 Sealant injection device
CN106592998A (en) * 2016-12-01 2017-04-26 浙江海洋大学 House crack repairing device

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