JPS647189B2 - - Google Patents

Info

Publication number
JPS647189B2
JPS647189B2 JP14591981A JP14591981A JPS647189B2 JP S647189 B2 JPS647189 B2 JP S647189B2 JP 14591981 A JP14591981 A JP 14591981A JP 14591981 A JP14591981 A JP 14591981A JP S647189 B2 JPS647189 B2 JP S647189B2
Authority
JP
Japan
Prior art keywords
injection
adhesive
buffer tube
pressure buffer
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.)
Expired
Application number
JP14591981A
Other languages
Japanese (ja)
Other versions
JPS5787866A (en
Inventor
Akihiro Yamaguchi
Masatoshi Ookura
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.)
Sho Bond Corp
Original Assignee
Sho Bond Corp
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 Sho Bond Corp filed Critical Sho Bond Corp
Priority to JP14591981A priority Critical patent/JPS5787866A/en
Publication of JPS5787866A publication Critical patent/JPS5787866A/en
Publication of JPS647189B2 publication Critical patent/JPS647189B2/ja
Granted legal-status Critical Current

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  • Application Of Or Painting With Fluid Materials (AREA)
  • Coating Apparatus (AREA)

Description

【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) この発明は、接着材の注入方法、特に構造物の
クラツク補修に適した注入方法に用いる注入装置
に関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial Application Field) The present invention relates to an injection device for use in an adhesive injection method, particularly an injection method suitable for repairing cracks in structures.

(従来の技術) コンクリートや石などにより形成されている構
造物のクラツク補修の方法としては、パテ詰や接
着材の注入が普通によく用いられている。
(Prior Art) As a method for repairing cracks in structures made of concrete, stone, etc., putty filling and injection of adhesive are commonly used.

最近では、接着材注入による補修方法としては
クラツク上に適当間隔に注入パイプを取り付け、
該注入パイプ取り付け以外の個所をシールし、シ
ール材の硬化後注入ポンプに注入パイプを接続
し、接着材を注入するという方法が提案されてい
る(特許第251791号)。
Recently, as a repair method using adhesive injection, injection pipes are installed on the crack at appropriate intervals.
A method has been proposed in which the parts other than the injection pipe are sealed, and after the sealing material has hardened, the injection pipe is connected to an injection pump and an adhesive is injected (Japanese Patent No. 251791).

また、さらに最近では、構築物のクラツク開口
に弾性物膜状体を固着し、次にこの弾性物膜状体
に補修材を注入し、この弾性物膜状体の収縮力に
より補修材に常時注入圧力を作用させ、クラツク
内に補修材を圧入するようにした構築物のクラツ
ク補修方法が提案されている(実開昭53−28926
号)。
Moreover, more recently, an elastic film-like body is fixed to the crack opening of a structure, and then a repair material is injected into this elastic film-like body, and the contractile force of this elastic film-like body is used to continuously inject the repair material into the repair material. A method for repairing cracks in structures has been proposed in which a repair material is press-fitted into the crack by applying pressure (Utility Model Application No. 53-28926).
issue).

前者の方法によれば補修効果があることは認め
ることはできるものの、作業上に幾つかの難点を
見出す。たとえば接着材に粘性があるためクラツ
ク間隙に接着材を注入する速度を速めると接着材
注入個所に注入圧力がかかりパンクしたり、さら
にはクラツク幅を拡げたりする難点がある。その
ため、接着材を1注入個所あたり3〜5分という
低速で注入する必要があり、作業者の熟練を必要
とした。
Although it can be acknowledged that the former method has a repair effect, there are some difficulties in the work. For example, since the adhesive has viscosity, increasing the speed at which the adhesive is injected into the crack gap creates a problem in that injection pressure is applied to the area where the adhesive is injected, causing a puncture or even widening the crack. Therefore, it was necessary to inject the adhesive material at a low speed of 3 to 5 minutes per injection point, which required the skill of the operator.

後者の方法によれば、弾性物膜状体の収縮力に
より補修材に常時圧力を作用させるという点につ
いて評価することができるものの示されている第
2図のように弾性物膜状体を直接クラツク開口に
固着し、クラツクを弾性物膜状体で覆い、広い面
積でクラツク内に補修材を圧入しようとするため
注入されるべき補修材が直接構造物に付着し、さ
らにはクラツク内に注入しきれない補修材はその
まま残存するので構造物の外装を著しく損じる。
According to the latter method, it is possible to evaluate the point that constant pressure is applied to the repair material by the contraction force of the elastic film-like body, but as shown in Figure 2, the elastic film-like body is directly applied to the repair material. The repair material adheres to the crack opening, covers the crack with an elastic film, and presses the repair material into the crack over a wide area, causing the repair material to adhere directly to the structure and even inject into the crack. Any repair material that cannot be completely removed will remain and will seriously damage the exterior of the structure.

(発明が解決しようとする問題点) 本発明は、これらの問題点を解消すべく、さら
には本発明者等が先に特願昭54−77873号(特開
昭56−2367号)において提案した被注入体に接着
材を注入するとき、被注入体にかかる接着材注入
圧力を注入パイプから注入ホースまでの間の任意
の個所に設けた圧力緩衝部に接着材をプールする
ことにより緩和するとともに、さらにプールされ
た接着材を被注入体に圧力緩衝部の接続変化によ
り注入する接着材の注入方法に用いる装置を提案
するものである。
(Problems to be Solved by the Invention) The present invention was proposed in Japanese Patent Application No. 54-77873 (Japanese Unexamined Patent Publication No. 56-2367) in order to solve these problems. When injecting adhesive into the object to be injected, the adhesive injection pressure applied to the object to be injected is alleviated by pooling the adhesive in a pressure buffer provided at any point between the injection pipe and the injection hose. The present invention also proposes an apparatus for use in an adhesive injection method in which the pooled adhesive is injected into an object to be injected by changing the connection of the pressure buffer.

〔発明の構成〕[Structure of the invention]

(問題点を解決するための手段) 本発明は、この注入方法に用いる注入装置に関
するもので、この構成要件を一端に取り付け座金
を有し、被注入口に見合う注入口を有する注入パ
イプの他端に圧力緩衝チユーブの一端を接続固定
し、この圧力緩衝チユーブの他端に注入ホース側
パイプを接続固定するとともに注入ホース側パイ
プに逆止弁装置を施してなる接着材注入装置とす
るものである。
(Means for Solving the Problems) The present invention relates to an injection device used in this injection method, and includes an injection pipe having a mounting washer at one end and an injection port corresponding to the injection port. One end of a pressure buffer tube is connected and fixed to one end, and an injection hose side pipe is connected and fixed to the other end of the pressure buffer tube, and a check valve device is provided on the injection hose side pipe to form an adhesive injection device. be.

(実施例) つぎに、この発明の実施例を図面に基いて説明
する。
(Example) Next, an example of the present invention will be described based on the drawings.

第1図において1は注入パイプ、3はゴムチユ
ーブからなる圧力緩衝チユーブである。注入パイ
プ1は一端に取り付け座金6を有し、注入パイプ
1と圧力緩衝チユーブ3は内側にねじ12′を設
けた中空の接続部材12に注入パイプ1の外側に
設けたねじ1′を螺合させて一体とし、接続部材
12を圧力緩衝チユーブ3の端部に挿入して一体
とする。ここで注入パイプ1の注入口は被注入口
に見合う大きさとする。そしてさらに接続部材1
2の外ねじ12″に中空の固定部材11の内側に
設けたねじ11′を用いて固定部材11を螺合固
定させ強固に一体とする。なお、注入パイプ1の
上方の座金6は一体となつている。注入ホース側
に位置するパイプ2と圧力緩衝チユーブ3は、圧
力緩衝チユーブ3端部に挿入された中空の接続部
材23の外側に設けられたねじ23′、接続部2
1の内側に設けられたねじ21′と螺合させて一
体となつている。接続部21とパイプ2とは一体
形成されている。そして、接続部材23と圧力緩
衝チユーブ3との接続により強固にするため、中
空固定部材22の内側に設けたねじ22′を接続
部材23の外ねじ23′に螺合させて固定する。
7はボール状の逆止弁で、パイプ2に段差を設け
て形成される他より内径の大きい弁室8に位置せ
しめられ逆止弁7と弁室8とで逆止弁部を形成し
ている。ここで、パイプ2と圧力緩衝チユーブ3
との固定部材22は、パイプ2側で弁7の径より
も明らかに大きな内径をしているが弁7が押し込
まれないよう突起9を有している。
In FIG. 1, 1 is an injection pipe, and 3 is a pressure buffer tube made of a rubber tube. The injection pipe 1 has a mounting washer 6 at one end, and the injection pipe 1 and the pressure buffer tube 3 are connected by screwing a thread 1' provided on the outside of the injection pipe 1 into a hollow connecting member 12 provided with a thread 12' on the inside. Then, the connection member 12 is inserted into the end of the pressure buffer tube 3 and the pressure buffer tube 3 is integrated. Here, the injection port of the injection pipe 1 is made to have a size commensurate with the injection port. Furthermore, connection member 1
The fixing member 11 is screwed onto the external thread 12'' of No. 2 using the screw 11' provided inside the hollow fixing member 11 to firmly integrate the fixing member 11. Note that the washer 6 above the injection pipe 1 The pipe 2 and the pressure buffer tube 3 located on the injection hose side are connected to the thread 23' provided on the outside of the hollow connection member 23 inserted into the end of the pressure buffer tube 3, and the connection part 2
It is screwed together with a screw 21' provided on the inside of 1 and is integrated. The connecting portion 21 and the pipe 2 are integrally formed. Then, in order to strengthen the connection between the connecting member 23 and the pressure buffer tube 3, a screw 22' provided inside the hollow fixing member 22 is screwed into an external thread 23' of the connecting member 23 to fix the connecting member 23.
Reference numeral 7 designates a ball-shaped check valve, which is located in a valve chamber 8 that is formed by providing a step in the pipe 2 and has a larger inner diameter than the other valve chamber 8, and the check valve 7 and the valve chamber 8 form a check valve section. There is. Here, pipe 2 and pressure buffer tube 3
The fixing member 22 has an inner diameter clearly larger than the diameter of the valve 7 on the pipe 2 side, but has a protrusion 9 to prevent the valve 7 from being pushed in.

しかして、全体として、注入パイプ、圧力緩衝
チユーブ、逆止弁部とにより接着材注入装置が形
成される。
Thus, as a whole, the injection pipe, the pressure buffer tube, and the check valve part form an adhesive injection device.

このようにしてなる接着材注入装置はつぎのよ
うにして使用される。
The adhesive injection device thus constructed is used in the following manner.

第2図は、コンクリート橋床版下面等コンクリ
ート構造物に発生したクラツクAに約20cm毎に第
1図に示した接着材注入装置Bをパテ状接着材
(シール材)で第3図に示すように取り付けたと
ころを示す。注入パイプ取り付け個所以外のクラ
ツクはパテ状接着材でシールしてある。
Figure 2 shows cracks A occurring on concrete structures such as the underside of concrete bridge decks using adhesive injection device B shown in Figure 1 every 20 cm to apply putty-like adhesive (sealant) to cracks A as shown in Figure 3. This shows how it is installed. Cracks other than where the injection pipe is attached are sealed with putty adhesive.

このようにして、接着材をクラツク等に注入す
る準備すなわち、座金を用いて接着材注入装置を
クラツク等に取り付け、接着材のクラツク等への
注入準備をする。のち、パイプ2に接着材注入ポ
ンプよりきた注入ホース5を接続してコンクリー
ト等の構造物のクラツクA間隙にエポキシ樹脂、
不飽和ポリエステル樹脂等の接着材を注入する。
注入時の注入圧力により接着材はクラツクA間隙
に圧入される一方圧力緩衝用のゴムパイプからな
る圧力緩衝チユーブ3内部にも接着材が充填さ
れ、クラツクAに一定の圧力が加わつたとき、第
4図に示すように圧力緩衝チユーブ3は膨脹して
クラツクAにかかる圧力を飽和する。接着材の所
要量注入後注入ホースを分離し、つぎの施工個所
に移動する。このようにして工程が進む。注入作
業終了後(注入ポンプ取りはずし後)も圧力緩衝
チユーブに封入された接着材はゴム圧力で接着材
がゲル化により流動性を失うまでクラツク浸部に
浸透する。また逆止弁部の作用により圧力緩衝チ
ユーブにプールされた接着材は逆流しない。
In this way, preparations are made for injecting the adhesive into the crack, that is, the adhesive injection device is attached to the crack using a washer, and preparations are made for injecting the adhesive into the crack. Afterwards, connect the injection hose 5 from the adhesive injection pump to the pipe 2 and apply epoxy resin to the crack A gap of the structure such as concrete.
Inject adhesive such as unsaturated polyester resin.
Due to the injection pressure during injection, the adhesive is press-fitted into the crack A gap, while the pressure buffer tube 3 made of a rubber pipe for pressure buffering is also filled with the adhesive, and when a certain pressure is applied to the crack A, the fourth As shown, the pressure buffer tube 3 expands to saturate the pressure on the crack A. After injecting the required amount of adhesive, separate the injection hose and move to the next installation location. The process proceeds in this way. Even after the injection operation is completed (after the injection pump is removed), the adhesive sealed in the pressure buffer tube penetrates into the crack immersion area under the pressure of the rubber until the adhesive loses its fluidity due to gelation. Further, due to the action of the check valve section, the adhesive material pooled in the pressure buffer tube does not flow back.

この発明は上述のようにしてなるのでおよそつ
ぎのような効果を有する。
Since the present invention is constructed as described above, it has approximately the following effects.

注入ポンプはブランジヤー、ギヤポンプ、グ
リスポンプ等種々のポンプを利用できる。
Various types of injection pumps can be used, such as a plunger, gear pump, and grease pump.

ブランジヤー式のポンプを用いてもその吐出
の脈動を圧力緩衝チユーブにより緩和できる。
Even if a Blangier type pump is used, the pulsation of its discharge can be alleviated by a pressure buffer tube.

被注入体への接着材の注入速度を速めても被
注入体にかかる注入圧を緩和するのでシール個
所をパンクさせたりクラツク幅を拡げることが
ない。
Even if the injection speed of the adhesive material into the object to be injected is increased, the injection pressure applied to the object to be injected is relaxed, so that the sealed portion will not be punctured or the crack width will not be widened.

この装置は、圧力緩衝チユーブと取り付け座
金を有し、被注入口に見合う注入口を有する注
入パイプとが接続されているので、構造物のク
ラツク等の接着材注入個所へ取り付け座金を用
いて安定して取り付けできるとともに圧力緩衝
チユーブ内の接着材を注入パイプを経て小さい
面積でクラツク等に注入することができる。
This device has a pressure buffer tube and a mounting washer, and is connected to an injection pipe that has an injection port that matches the injection port, so it can be stably attached to the adhesive injection point such as a crack in a structure using the washer. At the same time, the adhesive in the pressure buffer tube can be injected into a crack or the like in a small area through an injection pipe.

したがつて、クラツク等への接着材の注入
は、取り付け座金に取り付けられている注入パ
イプの注入口による小さい面積で注入されると
ともにクラツク等に注入し切れない接着材は、
圧力緩衝チユーブに残るから、構造物の外装を
著しく損じることはない。
Therefore, the adhesive is injected into the crack, etc. in a small area through the injection port of the injection pipe attached to the mounting washer, and the adhesive that cannot be completely injected into the crack, etc.
Since it remains in the pressure buffer tube, it does not significantly damage the exterior of the structure.

公知となつているところのクラツク開口に直
接弾性物膜状体を固着し、クラツクを弾性物膜
状体で覆い、構造物と弾性物膜状体との間に接
着材をプールし、広い面積でクラツクに接着材
を注入する方法では、注入し切れないかなりの
接着材が構造物の壁面に残つて付着するので、
著しく外装を損じる。また仮に後処理をするに
してもかなりね手間を要し、そのうえ壁面に損
傷を与える。
As is known in the art, an elastic membrane is directly fixed to the crack opening, the crack is covered with the elastic membrane, and an adhesive is pooled between the structure and the elastic membrane to create a large area. In the method of injecting adhesive into cracks, a considerable amount of adhesive that cannot be injected remains and adheres to the walls of the structure.
Significant damage to the exterior. Moreover, even if post-treatment is to be carried out, it will require a considerable amount of effort and will further damage the wall surface.

圧力緩衝チユーブの一端に取り付け座金を有
する注入パイプを用い、他端にホース側パイプ
を接続し、ここに逆止弁装置を用いた構成とな
つているので、この装置を用いると取り付け座
金を構造物に固定することができ、圧力緩衝チ
ユーブに注入された接着材は逆止弁装置により
逆流しない。したがつて、構造物の接着材注入
個所へ取り付け座金を取り付け、ホース側パイ
プから接着材を注入し、圧力緩衝チユーブに一
定量の接着材を溜めたのち、作業者はすぐに他
の施工個所へ移動することができる。
An injection pipe with a mounting washer is used at one end of the pressure buffer tube, a hose side pipe is connected to the other end, and a check valve device is used here. It can be fixed to objects, and the adhesive injected into the pressure buffer tube will not flow back due to the check valve device. Therefore, after attaching the mounting washer to the adhesive injection point on the structure, injecting the adhesive from the hose side pipe, and storing a certain amount of adhesive in the pressure buffer tube, the worker can immediately move on to other construction areas. can be moved to.

注入ポンプ撤去後も圧力緩衝チユーブに残留
した接着材は圧力緩衝チユーブの持続圧力によ
り被注入体に注入され、かつ、逆流しないの
で、構造物のクラツク等に十分な接着材の注入
が可能である。
Even after the injection pump is removed, the adhesive remaining in the pressure buffer tube is injected into the object to be injected due to the continuous pressure of the pressure buffer tube, and it does not flow back, so it is possible to inject enough adhesive to crack the structure. .

接着材の構造物への注入作業は、圧力緩衝チ
ユーブの持続圧力が行うこととなり、また接着
材の逆流がないので作業者はクラツク等への完
全な注入を見届けることなくすぐに別の施工個
所への移動が可能で、このため、作業時間を短
縮することができる。
The adhesive is injected into the structure using the sustained pressure of the pressure buffer tube, and since there is no backflow of the adhesive, the worker can immediately transfer to another work area without having to see that the adhesive is completely injected into cracks, etc. It is possible to move from one place to another, thereby reducing work time.

なお、この発明はコンクリート構造物や石の構
造物などのクラツク補修に適するものであること
はもちろん鋼板注入接着補強、空隙部充填補修な
ど広く利用することのできるものである。
This invention is suitable for repairing cracks in concrete structures, stone structures, etc., and can also be widely used for reinforcing steel plate injection and bonding, and for filling and repairing voids.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、この発明の実施例を示す断面図、第
2図はコンクリート橋床版下面等のコンクリート
構造物に発生したクラツクにこの発明を応用した
場合を示す説明図、第3図は圧力緩衝チユーブを
示す説明図、第4図は圧力緩衝チユーブの作動を
示す説明図である。 図面において、1は注入パイプ、2は注入ホー
ス側パイプ、3は圧力緩衝チユーブ、7はボール
弁、8は弁室、9は突起である。
Fig. 1 is a cross-sectional view showing an embodiment of the present invention, Fig. 2 is an explanatory view showing the case where the invention is applied to cracks occurring in concrete structures such as the lower surface of concrete bridge decks, and Fig. 3 is a cross-sectional view showing an embodiment of the present invention. FIG. 4 is an explanatory diagram showing the operation of the pressure buffer tube. In the drawings, 1 is an injection pipe, 2 is an injection hose side pipe, 3 is a pressure buffer tube, 7 is a ball valve, 8 is a valve chamber, and 9 is a projection.

Claims (1)

【特許請求の範囲】[Claims] 1 一端に取り付け座金を有し、被注入口に見合
う注入口を有する注入パイプの他端に圧力緩衝チ
ユーブの一端を接続固定し、この圧力緩衝チユー
ブの他端に注入ホース側パイプを接続固定すると
ともに注入ホース側パイプに逆止弁装置を施して
なる接着材注入装置。
1. Connect and fix one end of the pressure buffer tube to the other end of the injection pipe that has a mounting washer on one end and has an injection port that matches the injection port, and connect and fix the injection hose side pipe to the other end of this pressure buffer tube. An adhesive injection device that also includes a check valve device on the injection hose side pipe.
JP14591981A 1981-09-16 1981-09-16 Adhesive impregnating device Granted JPS5787866A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14591981A JPS5787866A (en) 1981-09-16 1981-09-16 Adhesive impregnating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14591981A JPS5787866A (en) 1981-09-16 1981-09-16 Adhesive impregnating device

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP55164293A Division JPS5789068A (en) 1980-11-20 1980-11-20 Injection of adhesive

Publications (2)

Publication Number Publication Date
JPS5787866A JPS5787866A (en) 1982-06-01
JPS647189B2 true JPS647189B2 (en) 1989-02-07

Family

ID=15396108

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14591981A Granted JPS5787866A (en) 1981-09-16 1981-09-16 Adhesive impregnating device

Country Status (1)

Country Link
JP (1) JPS5787866A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60133165A (en) * 1983-12-20 1985-07-16 日本電信電話株式会社 Adhesive material injection apparatus
JPS60212570A (en) * 1984-04-09 1985-10-24 シヨ−ボンド建設株式会社 Repairing of outer wall of structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5910461B2 (en) * 1976-08-27 1984-03-09 三菱油化株式会社 How to repair cracks in structures
JPS53107025U (en) * 1977-02-03 1978-08-28

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Publication number Publication date
JPS5787866A (en) 1982-06-01

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