JPH0140073B2 - - Google Patents
Info
- Publication number
- JPH0140073B2 JPH0140073B2 JP7437381A JP7437381A JPH0140073B2 JP H0140073 B2 JPH0140073 B2 JP H0140073B2 JP 7437381 A JP7437381 A JP 7437381A JP 7437381 A JP7437381 A JP 7437381A JP H0140073 B2 JPH0140073 B2 JP H0140073B2
- Authority
- JP
- Japan
- Prior art keywords
- adhesive
- injected
- injection
- injection pipe
- pipe
- 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
Links
- 230000001070 adhesive effect Effects 0.000 claims description 50
- 239000000853 adhesive Substances 0.000 claims description 49
- 238000002347 injection Methods 0.000 claims description 30
- 239000007924 injection Substances 0.000 claims description 30
- 238000000034 method Methods 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 5
- 230000002459 sustained effect Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Adhesives Or Adhesive Processes (AREA)
Description
【発明の詳細な説明】
本発明は構造物の補修方法、特にコンクリー
ト、石などにより形成されている構造物のクラツ
ク補修に適したクラツク等への接着材効果のある
充填物の注入方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for repairing structures, and more particularly to a method for injecting a filler having an adhesive effect into cracks, etc., suitable for repairing cracks in structures made of concrete, stone, etc.
構造物に発生したクラツクの補修方法としては
パテ詰や接着材の注入方法が普通によく用いられ
ている。 Putty filling and adhesive injection methods are commonly used to repair cracks that occur in structures.
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部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.
Seal the parts other than the injection pipe attachment part,
A method has been proposed in which after the sealing material has hardened, an injection pipe is connected to an injection pump and the adhesive is injected (Patent No. 251791).
こ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
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 this 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, leading to punctures and further widening the crack width. Therefore, it was necessary to inject the adhesive material at a low speed of 3 to 5 minutes per injection point, which required a highly skilled worker.
そこで、本発明者は先に被注入体に接着材を注
入するとき、被注入体がかかる接着材圧力を注入
パイプから注入ホースまで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
体に圧力緩衝部の持続圧力により注入する方法を
開発した(特開昭56−2367)。 Therefore, when the adhesive is first injected into the object to be injected, the adhesive pressure exerted by the object to be injected is pooled in a pressure buffer provided at any point from the injection pipe to the injection hose. A method was developed in which the pooled adhesive was further injected into the object to be injected using the sustained pressure of a pressure buffer (Japanese Patent Laid-Open No. 56-2367).
本発明はこの方法に対する改良であり、構造物
の補修方法において、その構成を充填された接着
材を押圧するように働く接着材溜めに予め接着材
を充填するとともに接着材の出入口を弁によつて
閉塞し、被注入体の注入個所に取り付けられた注
入パイプに接続することにより接着材の出入口の
閉塞を解除し、接着材溜めの持続圧力により被注
入体に接着材を注入することにより、作業時間の
短縮及びクラツク等への接着材の充填を完全なら
しめようとするものである。 The present invention is an improvement on this method, and includes a method for repairing a structure in which an adhesive reservoir is filled with adhesive in advance and serves to press the filled adhesive, and the entrance and exit of the adhesive is controlled by a valve. By unblocking the entrance and exit of the adhesive by connecting it to the injection pipe attached to the injection point of the object to be injected, and injecting the adhesive into the object by the continuous pressure of the adhesive reservoir, The purpose is to shorten the working time and completely fill cracks with adhesive.
この方法によれば、従来は現場でポンプを用い
ての作業を強いられていたのをポンプを持ち込む
ことなく接着材の充填された接着材溜めの取り付
けというきわめて簡単な方法で被注入体への接着
材の注入を可能にする。 According to this method, the work to be injected can be done in an extremely simple manner by attaching an adhesive reservoir filled with adhesive without bringing a pump into the body, which previously required work using a pump on site. Enables injection of adhesive.
つぎに、本発明の実施例を図面に基いて説明す
る。 Next, embodiments of the present invention will be described based on the drawings.
第1図はコンクリート橋梁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20センチご
とに第2図に示すように注入パイプを座金及びパ
テ状接着材(シール材)を介して取り付けてあ
る。Bはこの注入パイプ等を表わす。取り付け部
以外のクラツク部はパテ状シール材でシールして
ある。 Figure 1 shows injection pipes attached to cracks A that have occurred on concrete structures such as the underside of concrete bridge slabs, using washers and putty-like adhesives (sealants), as shown in Figure 2, every 20 cm. . B represents this injection pipe and the like. The crack parts other than the mounting part are sealed with putty sealant.
第1図、第2図において、具体的には座金3付
注入パイプ1をクラツクに沿つて適当間隔に固定
し、注入された接着材が漏れないようにシール材
2で接着材注入口aを開塞しないようにしてクラ
ツク表面及びパイプまわりをシールする。注入パ
イプ1は第3図aに示すように一端に座金3を有
し、他端は細管1aとするとともに後述する逆止
弁がパイプを密封しないように凹部1bを形成し
てある。1cは後述する接続パイプ4のねじ4a
に螺合するねじである。座金3は第6図に示すよ
うな各辺の央部を内側に切り欠き3aを設けたも
のを用いると構造物の接続部がパンクしにくくな
る。 In Figures 1 and 2, specifically, the injection pipe 1 with washer 3 is fixed at appropriate intervals along the crack, and the adhesive injection port a is closed with a sealing material 2 to prevent the injected adhesive from leaking. Seal the crack surface and around the pipe to prevent it from opening. As shown in FIG. 3a, the injection pipe 1 has a washer 3 at one end, and a thin tube 1a at the other end, with a recess 1b formed so that a check valve, which will be described later, will not seal the pipe. 1c is a screw 4a of the connecting pipe 4, which will be described later.
It is a screw that is screwed into the If a washer 3 is used, as shown in FIG. 6, with a notch 3a provided inside the center of each side, the connecting portion of the structure will be less likely to be punctured.
つぎに接着材の充填された接着材溜め5を注入
パイプ1に接続パイプ4を用いて接続する。接続
パイプ4は第3図bに示すように一端に注入パイ
プ1のねじ1cに螺合するねじ4aを有し、他端
にボール状弁4cを内包する弁室4bを有してい
る。弁室4bの接着材出入口4d,4eはボール
状弁4cが閉塞することができるように中空部よ
り細く形成されている。接着材溜め5はプールさ
れた接着材を押圧することのできるように働くと
ころの圧力が持続するように一方を閉止したゴム
ホースや風船のようなものからなり開口部を接続
パイプ4の下端部にバンド等の締め付け具6で締
め付けて一体化している。ここで接着材溜めは必
ずしも自らの力で縮まろうとする弾性復元力有す
るものに限らず自らは押圧する力はなくてもたと
えば外部からばね力などによりたとえば、ばね7
及び板8などによる押圧具により押圧されるよう
な構造であつてもよい。注入パイプ1と接続パイ
プ4との接続において、注入パイプ1の細管部1
aは接続パイプ4の弁室4b内に突き出るのでボ
ール状弁4cをはねるようにしている。 Next, the adhesive reservoir 5 filled with adhesive is connected to the injection pipe 1 using the connecting pipe 4. As shown in FIG. 3b, the connecting pipe 4 has a screw 4a at one end that is screwed into the screw 1c of the injection pipe 1, and a valve chamber 4b containing a ball-shaped valve 4c at the other end. The adhesive ports 4d and 4e of the valve chamber 4b are formed to be narrower than the hollow portion so that the ball-shaped valve 4c can be closed. The adhesive reservoir 5 is made of something like a rubber hose or balloon with one end closed so that the pressure that acts to press the pooled adhesive is maintained, and the opening is placed at the lower end of the connecting pipe 4. They are integrated by being tightened with a tightening tool 6 such as a band. Here, the adhesive reservoir is not necessarily one that has an elastic restoring force that tries to shrink by its own force, but even if it does not have a pressing force of its own, for example, it can be applied to the spring 7 by an external spring force or the like.
Alternatively, the structure may be such that it can be pressed by a pressing tool such as the plate 8. In the connection between the injection pipe 1 and the connection pipe 4, the thin tube part 1 of the injection pipe 1
Since the portion a protrudes into the valve chamber 4b of the connecting pipe 4, it is designed to bounce the ball-shaped valve 4c.
このようにして被注入体に対して接着材の注入
の準備が完了し、注入が自動的に開始される。 In this way, preparations for injecting the adhesive into the object to be injected are completed, and the injection is automatically started.
すなわち、接着材溜め5は自らの力により、あ
るいは外力により内部に充填された接着材を押圧
し、接着材を注入パイプ1の方へ押し出そうとす
る。このとき接続パイプ4を経由するので、弁室
4bの弁4cは上方に移動し、注入パイプ1を閉
塞するように働くが、注入パイプ1の下端は凹部
1bが設けられているので接着材の通路は確保さ
れていることになるから自動的にクラツク浸部に
浸透する。浸透した接着材は弁室4bの弁4cの
働きにより逆流することはない。 That is, the adhesive reservoir 5 presses the adhesive filled inside by its own force or by an external force, and attempts to push the adhesive toward the injection pipe 1. At this time, since it passes through the connecting pipe 4, the valve 4c of the valve chamber 4b moves upward and acts to close the injection pipe 1, but since the lower end of the injection pipe 1 is provided with a recess 1b, the adhesive material Since the passage is secured, it will automatically penetrate into the crack immersion area. The permeated adhesive does not flow back due to the action of the valve 4c in the valve chamber 4b.
なお、この実施例は構造物下面からのものであ
るが、この発明は、上面あるいは側面からのクラ
ツク等の補修にも実施可能であり、実施の態様に
あつては必ずしも弁室や接続パイプなどを必要と
しないことはもちろんである。 Although this embodiment is from the bottom of the structure, the present invention can also be carried out to repair cracks from the top or side, and in the embodiment, it is not necessary to repair cracks etc. from the bottom of the structure. Of course, it is not necessary.
本発明は上述した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.
すなわち、被注入体への接着材の注入は接着材
溜めに充填された接着材を注入パイプを介して接
着材溜めの持続圧力により注入する構成をとるの
で、被注入体への接着材の十分な注入が自動的に
可能となり、しかも現場へポンプを持ち込む必要
がないことから、施工がきわめて簡単で作業時間
の短縮が図れ、現場を汚すことがなく、非常に能
率がよいという利点を有する。 In other words, in order to inject the adhesive into the object to be injected, the adhesive filled in the adhesive reservoir is injected through the injection pipe under the sustained pressure of the adhesive reservoir, so that the adhesive is injected into the object in a sufficient amount. This method has the advantage of being extremely easy to install, reducing work time, leaving the site uncontaminated, and highly efficient, as there is no need to bring a pump to the site.
第1図はコンクリート橋梁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本発明を応用
する説明図、第2図はその詳細を示す断面図、第
3図は本発明に用いる器具の一例を示す分解断面
図、第4図は第3図に示した器具の別の実施例
図、第5図は第4図のA−A断面図、第6図は座
金の一例を示す平面図である。
図面において、1は注入パイプ、4は接続パイ
プ、5は接着材溜めである。
Fig. 1 is an explanatory diagram of the application of the present invention to cracks occurring in concrete structures such as the underside of concrete bridge deck slabs, Fig. 2 is a sectional view showing its details, and Fig. 3 is an example of the equipment used in the present invention. 4 is an exploded sectional view showing another embodiment of the device shown in FIG. 3, FIG. 5 is a sectional view taken along line A-A in FIG. 4, and FIG. 6 is a plan view showing an example of the washer. . In the drawing, 1 is an injection pipe, 4 is a connection pipe, and 5 is an adhesive reservoir.
Claims (1)
材溜めに予め接着材を充填するとともに接着材の
出入口を弁によつて閉塞し、被注入体の注入個所
に取り付けられた注入パイプに接続することによ
り接着材の出入口の閉塞を解除し、接着材溜めの
持続圧力により被注入体に接着材を注入すること
を特徴とする接着材の注入方法。1 Fill an adhesive reservoir in advance that acts to press the filled adhesive, close the entrance and exit of the adhesive with a valve, and connect it to the injection pipe attached to the injection point of the object to be injected. A method for injecting an adhesive material, which comprises: releasing the blockage of the entrance and exit port for the adhesive material, and injecting the adhesive material into the object to be injected by using sustained pressure in the adhesive reservoir.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7437381A JPS57190063A (en) | 1981-05-18 | 1981-05-18 | Method of injecting adhesive |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7437381A JPS57190063A (en) | 1981-05-18 | 1981-05-18 | Method of injecting adhesive |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57190063A JPS57190063A (en) | 1982-11-22 |
| JPH0140073B2 true JPH0140073B2 (en) | 1989-08-24 |
Family
ID=13545296
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7437381A Granted JPS57190063A (en) | 1981-05-18 | 1981-05-18 | Method of injecting adhesive |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57190063A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6149071A (en) * | 1984-08-17 | 1986-03-10 | 日本電信電話株式会社 | Adhesive injection apparatus and method for injecting adhesive in cracks of concrete structure |
| JPS63241270A (en) * | 1987-03-26 | 1988-10-06 | シヨ−ボンド建設株式会社 | Adhesive injection apparatus for injecting adhesive in crack of structure |
| DE19901131C2 (en) * | 1998-08-14 | 2001-10-11 | Karoline Meir | Process for introducing glue and putty into material gaps and device for carrying out the process |
-
1981
- 1981-05-18 JP JP7437381A patent/JPS57190063A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57190063A (en) | 1982-11-22 |
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