JPS626066A - Repairing of concrete structure - Google Patents

Repairing of concrete structure

Info

Publication number
JPS626066A
JPS626066A JP14015585A JP14015585A JPS626066A JP S626066 A JPS626066 A JP S626066A JP 14015585 A JP14015585 A JP 14015585A JP 14015585 A JP14015585 A JP 14015585A JP S626066 A JPS626066 A JP S626066A
Authority
JP
Japan
Prior art keywords
injection
defective
intake
crack
tool
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
JP14015585A
Other languages
Japanese (ja)
Inventor
帆秋 浩司
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.)
SEISAN GIJUTSU CENTER KK
Original Assignee
SEISAN GIJUTSU CENTER 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 SEISAN GIJUTSU CENTER KK filed Critical SEISAN GIJUTSU CENTER KK
Priority to JP14015585A priority Critical patent/JPS626066A/en
Publication of JPS626066A publication Critical patent/JPS626066A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、コンクリート構造体の表面に開口した亀裂や
浮き上がり等の欠陥空隙内に薬液を注入して補修するよ
うにしたコンクリート構造体の補修方法に関するもので
ある。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to the repair of concrete structures in which a chemical solution is injected into defective voids such as cracks and bulges opened on the surface of the concrete structure. It is about the method.

〈従来の技術〉・ 周知のように、コンクリート建築物や構築物は、長期間
経過すると表面に細い亀裂が発生したり1表面に吹き付
けたモルタルが浮き上ってモルタルと躯体との間に空隙
が生じたりする。この亀裂や浮き上り空隙等の欠陥空隙
を放置しておくと次第に拡張し、表面モルタルやコンク
リートの一部が剥離したり強度低下を来たすので、接着
剤や固化剤などの薬液を欠陥空隙の内部に注入しなけれ
ばならない。
<Prior art> - As is well known, concrete buildings and structures tend to develop thin cracks on their surfaces over a long period of time, or the mortar sprayed onto the surface may lift up, creating voids between the mortar and the building structure. Occurs. If defective voids such as cracks and raised voids are left untreated, they will gradually expand, causing part of the surface mortar or concrete to peel off or reduce strength. must be injected.

上記した欠陥空隙内に薬液を注入するには、亀裂aが発
生しているコンクリート構造体の壁面すの表面に、筒部
Cを直立させた基板dを亀裂aに沿い適宜間隔で取り付
けるとともに、基板d、d間の亀裂降口部をシール材e
で閉塞し、筒部Cに薬液の注入装置を取り付け、この注
入装置で薬液を筒部Cから亀裂a内に圧送している。
In order to inject the chemical solution into the above-mentioned defective void, attach the substrate d with the cylindrical portion C upright to the surface of the wall surface of the concrete structure where the crack a has occurred, at appropriate intervals along the crack a, Seal material e is applied to the crack opening between substrates d and d.
A chemical liquid injection device is attached to the cylindrical portion C, and the chemical liquid is pumped from the cylindrical portion C into the crack a by this injection device.

(発明が解決しようとする問題点〉 ところが、薬液は粘性が高いので、単に加圧注入しただ
けでは亀裂の隅まで充分に注入することができないし、
長時間を要す、したがって、この場合には充分な補修効
果を期待することができないし、また、作業効率が悪い
(Problem to be solved by the invention) However, since the chemical liquid has a high viscosity, it is not possible to sufficiently inject it to the corners of the crack simply by injecting it under pressure.
It takes a long time, therefore, in this case, a sufficient repair effect cannot be expected, and the work efficiency is poor.

〈問題点を解決するための手段〉 本発明は上記に鑑み提案されたもので、亀裂や浮き上が
り等の欠陥空隙が発生しているコンクリート構造体の壁
面の表面に、注入口を有する注入具及び吸気口を有する
吸気具を上記欠陥空隙に連通させて取り付けるとともに
、欠陥空隙の開口部をシール材で閉塞し、注入口に薬液
の注入装置を、吸気口に吸気装置を各々接続し、この吸
気装置で欠陥空隙内の空気を吸引した後に、注入装置で
薬液を注入口から欠陥空隙内に圧送するコンクリート構
造体の補修方法を提供しようとするものである。
<Means for Solving the Problems> The present invention has been proposed in view of the above, and includes a pouring tool having a pouring port and a pouring device that can be applied to the wall surface of a concrete structure where defective voids such as cracks and lifting have occurred. An inhalation tool having an inlet is attached in communication with the defective gap, the opening of the defective gap is closed with a sealing material, a chemical injection device is connected to the inlet, an inlet device is connected to the inlet, and the inlet is connected to the inlet. The present invention aims to provide a method for repairing a concrete structure, in which air is sucked in the defective void using a device, and then a chemical solution is pumped into the defective void through an injection port using an injection device.

(作用〉 本発明は上記した構成により、欠陥空隙内が負圧になり
、注入口から加圧供給した薬液が欠陥空隙内に入り易い
(Function) According to the present invention, with the above-described configuration, the inside of the defective gap becomes a negative pressure, and the chemical liquid supplied under pressure from the injection port easily enters the defective gap.

〈実施例) 以下本発明を図面の実施例にもとづいて説明する。<Example) The present invention will be explained below based on embodiments shown in the drawings.

第1図乃至第3図で示す実施例は、壁面b!の表面から
裏面に貫通した亀裂al を補修する場合のものであり
、壁面b1の表面側に開口する亀裂al の開口部に注
入具1a・・・を適宜間隔で取り付けるとともに、壁面
bl の裏−側に開口する亀裂blの開口部に吸気具2
a・・・を適宜間隔で取り付け、注入具1a又は吸気具
2aから外れた亀裂b1の開口部には、第2図及び第3
図で示すように、接着テープ等のシール材eを貼って亀
裂開口部を塞ぐ。
In the embodiment shown in FIGS. 1 to 3, the wall surface b! This is for repairing a crack al that penetrates from the front surface to the back surface of the wall surface b1. Insert the air intake tool 2 into the opening of the crack bl that opens to the side.
a... are attached at appropriate intervals, and the opening of the crack b1 that has come off from the injection tool 1a or the suction tool 2a is marked with the parts shown in Figs. 2 and 3.
As shown in the figure, a sealing material e such as adhesive tape is applied to close the crack opening.

注入具1は、注入口3を開設した基板4に筒部5の一端
を直立状に接続するとともに該筒部5の他端に注入弁6
゛を設けたもので、注入弁6の入口にポンプ等の薬液注
入装置(図示せず)の薬液供給用チューブ7を接続しで
ある。なお、この注入具lは5基板4の裏面にパツキン
層(図示せず)を設けるなどして、コンクリート粗面に
液密状に止着できるようにしである。
The injection tool 1 has one end of a cylindrical portion 5 connected upright to a substrate 4 having an injection port 3, and an injection valve 6 at the other end of the cylindrical portion 5.
A drug solution supply tube 7 of a drug solution injection device (not shown) such as a pump is connected to the inlet of the injection valve 6. The injection tool 1 is provided with a packing layer (not shown) on the back surface of the 5-board 4 so that it can be fixed to a rough concrete surface in a liquid-tight manner.

一方、吸気具2は、大きな吸気口8を有するカップ状取
付基部9に筒部lOの一端を直立状に接続するとともに
該筒部10の他端に吸気弁11を設けたもので、該吸気
弁11にはバキュームポンプ等の吸気装置(図示せず)
の吸気管12を接続しである。なお、この吸気具2は、
取付基部9の開口縁に極めて柔軟なパツキン層13を設
けるなどして、コンクリート粗面に気密状に止着できる
ようにしである。
On the other hand, the intake device 2 has one end of a cylindrical portion 10 connected upright to a cup-shaped mounting base 9 having a large intake port 8, and an intake valve 11 provided at the other end of the cylindrical portion 10. The valve 11 is equipped with a suction device such as a vacuum pump (not shown).
The intake pipe 12 is connected. Note that this intake device 2 is
An extremely flexible packing layer 13 is provided on the opening edge of the mounting base 9 so that it can be fixed airtightly to a rough concrete surface.

上記した注入具lと吸気具2を使用して薬液を注入する
には、先ず全ての注入具1a・・・の注入弁6・・・を
閉じた状態で吸気具2a・・・の吸気弁11・・・を開
き、吸気装置を作動する。吸気装置が作動すると、取付
基部9内が負圧になるので、大気圧によりパツキン層1
3が一層強くコンクリート面bl に圧着され、吸気具
2a・・・とコンクリート面bl  との間の気密性が
向上する。したがって、吸気装置の作動により亀裂al
内の空気が吸気口8・・・から吸い出され、亀裂a1の
内部が負圧になる。亀裂al内が充分に負圧になったら
全ての吸気弁11・・・を閉じて吸気工程を一時停止す
る。そして、その後に全ての注入弁6・・・を開いて薬
液圧送装置を作動し、薬液供給用チ岡−ブ7から注入具
1aに薬液を供給する。注入具la内に供給された薬液
は、亀裂al内が負圧であることと薬液が加圧されてい
ることとによって、外部に漏れることなく注入口3・・
・から亀裂al内に吸い込まれ、亀裂al内で亀裂a1
の拡がりに沿って拡散する。そして、適量の薬液を注入
したら注入具la・・・の注入弁6・・・を閉じて注入
工程を停止した後、吸%J(2a・・・の吸気弁11・
・・を開いて再度吸気工程を開始する。吸気工程を再開
すると、注入具1a・・・から注入された薬液が吸気具
2a・・・からの吸気により亀裂al内をコンクリート
壁の裏面側に向って流れる。したがって、粘性が高い薬
液であっても亀裂al内の隅々まで、しかも短時間で流
れ込む。
To inject a medicinal solution using the above-described injection tool 1 and suction tool 2, first close the injection valves 6 of all the injection tools 1a... 11... and operate the intake system. When the intake device operates, the inside of the mounting base 9 becomes negative pressure, so the gasket layer 1
3 is more strongly pressed against the concrete surface bl, and the airtightness between the air intake tools 2a... and the concrete surface bl is improved. Therefore, due to the operation of the intake system, cracks
The air inside is sucked out from the intake ports 8..., and the inside of the crack a1 becomes negative pressure. When the inside of the crack Al becomes sufficiently negative pressure, all the intake valves 11 are closed to temporarily stop the intake process. After that, all the injection valves 6... are opened to operate the chemical liquid pressure feeding device, and the chemical liquid is supplied from the chemical liquid supplying pipe 7 to the injection tool 1a. Due to the negative pressure inside the crack al and the pressurized chemical solution, the chemical solution supplied into the injection tool la does not leak to the outside and flows through the injection port 3...
・It is sucked into the crack al, and the crack a1 is sucked into the crack al.
spread along the expanse of After injecting an appropriate amount of the drug solution, the injection valve 6 of the injection tool la is closed to stop the injection process, and the intake valve 11 of the injector la... is closed.
...and start the intake process again. When the intake process is restarted, the chemical solution injected from the injection tools 1a... flows through the cracks al toward the back side of the concrete wall due to the intake air from the intake tools 2a... Therefore, even a highly viscous chemical solution flows into every corner of the crack al in a short time.

このように吸気具2a・・・からの吸気工程により欠陥
空隙al内を負圧にした後に、注入具1a・・・により
薬液を加圧注入すると、欠陥空隙a!の狭い隅まで多量
の薬液を短時間で充填することができる、したがって、
確実な補修効果を期待することがでさるし、作業時間が
短く、能率良く作業することができる。
In this way, after the inside of the defective gap al is made negative pressure by the suction process from the suction tool 2a..., when the chemical solution is injected under pressure with the injection tool 1a..., the defective gap a! A large amount of chemical solution can be filled into the narrow corners of the container in a short time.
You can expect a reliable repair effect, the work time is short, and the work can be done efficiently.

第4図及び第5図で示す他の実施例は、表面のモルタル
b2が浮き上ってモルタルb2とコンクリート躯体b3
との間に欠陥空#aZが生じ、この欠陥空隙a2を補修
する場合である。この様な場合には@4図及び第5図で
示すように、モルタルb2表面から欠陥空隙a2に通じ
る貫通孔14.15・・・を開設し、欠陥空隙a2のほ
ぼ中央に開設した貫通孔14に注入具1bを接続すると
ともに、欠陥空隙a2の端縁部分に開設した貫通孔15
・・・に吸気具2b・・・を接続し、注入具1bの注入
弁6に薬液注入装置の薬液供給用チューブ7を、吸気具
2b・・・の吸気弁11・・・に吸気装置の吸気管12
・・・を各々接続する。そして、欠陥空隙a2がモルタ
ルb2表面に開口している場合には2該開口部をシール
材e・・・で塞ぐ、なお、外部から欠陥空隙a2の端部
を探知するには、超音波を利用した非破壊検査器等を使
用するとよい。
In other embodiments shown in FIGS. 4 and 5, the mortar b2 on the surface is lifted up and the mortar b2 and concrete frame b3
This is a case where a defective gap #aZ is generated between the two and the defective gap a2 is to be repaired. In such a case, as shown in Figure 4 and Figure 5, through-holes 14, 15, etc. are opened from the surface of the mortar b2 to the defective gap a2, and the through-hole is opened approximately in the center of the defective gap a2. The injection tool 1b is connected to the through hole 15 formed at the edge of the defective gap a2.
Connect the inhalation tool 2b... to the inhalation tool 2b..., connect the drug solution supply tube 7 of the drug solution injector to the injection valve 6 of the infusion tool 1b, and connect the intake device's tube 7 to the intake valve 11 of the inhalation tool 2b... Intake pipe 12
... are connected to each other. If the defective gap a2 opens on the surface of the mortar b2, the opening is closed with a sealing material e... In addition, in order to detect the end of the defective gap a2 from the outside, use ultrasonic waves. It is recommended to use the same non-destructive testing equipment.

上記欠陥空隙a2内に薬液を注入するには、先ず注入具
1bの注入弁6を閉じ、吸気具2b・・・の吸気弁11
・・・を開いて吸気装置を作動1.欠陥空隙a2内を負
圧にする。そして、欠陥空隙a2を充分負圧にした後に
吸気具2b・・・の吸気弁11・・・を閉じ、その後注
入具1bの注入弁6を開いて薬液注入装置を作動し、注
入具ibの注入口3から欠陥空隙a2内に薬液を加圧供
給する。注入口3かも欠陥空隙a2内のほぼ中央に薬液
を供給すると、欠陥空隙a2内の負圧により薬液が四方
へ方に拡散しながら流れ込む、そして適量の薬液を注入
した後に注入弁6を閉じてから吸気弁11・・・を開さ
、再度空隙a2内の空気を吸い出すと、空隙a2内の薬
液が一層拡散する。したがって1表面モルタルb2が浮
き上って生じた欠陥空隙a2内に多量の薬液を注入する
ことができるし、しかも外部から見えない欠陥空隙a2
の狭い端部にも充分に薬液を充填することができる。こ
のため、高い補修効果を期待することができる。
To inject the chemical into the defective gap a2, first close the injection valve 6 of the injection tool 1b, and then close the injection valve 11 of the intake tool 2b...
...Open and operate the intake system 1. The inside of the defective gap a2 is made negative pressure. After making the defective gap a2 sufficiently negative pressure, the intake valves 11 of the intake tools 2b... are closed, and then the injection valves 6 of the injection tools 1b are opened to operate the chemical injection device, and the injection tools ib are opened. A chemical solution is supplied under pressure from the injection port 3 into the defective gap a2. When the injection port 3 supplies the chemical liquid to the approximate center of the defective gap a2, the negative pressure inside the defective gap a2 causes the chemical liquid to diffuse in all directions and flow in. After injecting an appropriate amount of the chemical liquid, the injection valve 6 is closed. When the intake valve 11... is opened and the air in the gap a2 is sucked out again, the chemical solution in the gap a2 is further diffused. Therefore, a large amount of chemical solution can be injected into the defective void a2 created by the floating of the first surface mortar b2, and moreover, the defective void a2 is invisible from the outside.
The drug solution can be sufficiently filled even in the narrow end of the tube. Therefore, a high repair effect can be expected.

第6図及び第7図に示す他の実施例はコンクリ−)ba
表面に開口部が開口する亀裂a3を補修するもので、開
口部の長さの途中に注入具ICを配置するとともに開口
部の端部に吸気具2c 、2cを配置し、途中の開口部
をシール材eで塞ぐ、そして上記実施例と同様に注入具
1cの注入弁6を閉じた状態で吸気具2c。
Other embodiments shown in FIGS. 6 and 7 are made of concrete.
This is to repair a crack a3 in which an opening opens on the surface.The injection device IC is placed halfway along the length of the opening, and the suction devices 2c and 2c are placed at the end of the opening. The suction tool 2c is sealed with a sealing material e, and the injection valve 6 of the injection tool 1c is closed as in the above embodiment.

2Cの吸気弁11.11を開いて吸気装置を作動し、亀
裂a3内を負圧にする。その後吸気弁11を閉じた後に
注入弁6を開き、薬液注入装置の作動により注入口3か
ら亀裂a3内に薬液を加圧供給する。開口部の長さの途
中から亀裂a3内に注入された薬液は亀裂a3内の負圧
により亀裂a3の拡がりに沿って拡散する。適量の薬液
を注入した後に注入弁6を閉じ、再度吸気弁11を開い
て亀裂a3内の空気を吸い出すと、亀裂a3内の薬液が
亀裂a3の端まで流れ込む、したがって1貫通していな
い亀裂a3フあっても多量の薬液を隅々まで注入するこ
とができ、高い補修効果を期待することができる。
The intake valve 11.11 of 2C is opened to operate the intake device to create a negative pressure inside the crack a3. Thereafter, after closing the intake valve 11, the injection valve 6 is opened, and the chemical liquid is supplied under pressure from the injection port 3 into the crack a3 by the operation of the chemical liquid injection device. The chemical liquid injected into the crack a3 from the middle of the length of the opening is diffused along the expansion of the crack a3 due to the negative pressure inside the crack a3. After injecting an appropriate amount of chemical solution, close the injection valve 6 and open the intake valve 11 again to suck out the air inside the crack a3, and the chemical solution inside the crack a3 will flow to the end of the crack a3. Even if there is a problem, a large amount of chemical solution can be injected into every corner, and a high repair effect can be expected.

〈発明の効果) 以上説明したように本発明によれば、欠陥空隙内を負圧
にした後に薬液を加圧注入するので、薬液の粘性が高く
ても、欠陥空隙の微細空隙まで薬液をムラなく充満させ
ることができるし、短時間で注入することができる。し
たがって、薬液による補修効果を従来に比較して著しく
向上させることができるし、能率良く作業することがで
きる。
<Effects of the Invention> As explained above, according to the present invention, the chemical solution is injected under pressure after the inside of the defective void is made negative pressure, so even if the chemical solution has a high viscosity, it is possible to uniformly inject the chemical solution into the minute voids of the defective void. It can be filled easily and can be injected in a short time. Therefore, the repair effect of the chemical solution can be significantly improved compared to the conventional method, and the work can be carried out efficiently.

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

図面は本発明の実施例を示すもので、第1図は°″”′
−゛ゞ°″“1alL?4[K!″′″′″   1人
する場合を示すコンクリート壁の断面図、第2図は第1
図に示す実施例における吸気具の正面図、第3図は第1
図に示す実施例における注入具の正面図、第4図はモル
タルとコンクリート躯体との間に生じた空隙内に薬液を
注入する場合を示すコンクリート壁の断面図、第5図は
第4図に示すコンクリート壁の正面図、第6図は亀裂に
薬液を注入する場合のコンクリート壁の断面図。 第7図は第6図に示すコンクリート壁の正面図、第8図
は従来の薬液注入状態を示す斜視図である。 1注入具、2は吸気具、3は注入口、6は注入弁、7は
薬液供給用チューブ、8は吸気口、9は取付基部、11
は吸気弁、12は吸気管、13はパツキン層。 特許出願人 株式会社 生産技術センター第8図 範1図 第4[ 第5m
The drawings show embodiments of the present invention, and FIG.
−゛ゞ°″“1alL? 4 [K! ″′″′″ A cross-sectional view of a concrete wall showing the case where one person is working.
A front view of the intake device in the embodiment shown in the figure, FIG.
4 is a front view of the injection tool in the example shown in the figure, FIG. FIG. 6 is a front view of the concrete wall shown, and FIG. 6 is a cross-sectional view of the concrete wall when a chemical solution is injected into the crack. FIG. 7 is a front view of the concrete wall shown in FIG. 6, and FIG. 8 is a perspective view showing a conventional chemical injection state. 1 injection device, 2 suction device, 3 injection port, 6 injection valve, 7 drug supply tube, 8 suction port, 9 mounting base, 11
1 is an intake valve, 12 is an intake pipe, and 13 is a packing layer. Patent applicant Production Technology Center Co., Ltd. Figure 8 Range 1 Figure 4 [5m]

Claims (1)

【特許請求の範囲】[Claims] 亀裂や浮き上がり等の欠陥空隙が発生しているコンクリ
ート構造体の壁面の表面に、注入口を有する注入具と吸
気口を有する吸気具とを上記欠陥空隙に連通させて設け
るとともに、欠陥空隙の開口部をシール材で閉塞し、注
入具に薬液の注入装置を、吸気具に吸気装置を各々接続
し、この吸気装置で欠陥空隙内を負圧にして、注入装置
で薬液を注入口から欠陥空隙内に圧送するようにしたこ
とを特徴とするコンクリート構造体の補修方法。
On the surface of the wall of a concrete structure where defective voids such as cracks and lifting have occurred, an injection tool having an injection port and an intake tool having an intake port are provided so as to communicate with the defective voids, and the opening of the defective voids is also provided. A chemical injection device is connected to the injector, and a suction device is connected to the suction device.The suction device creates a negative pressure in the defective cavity, and the injector injects the chemical solution from the injection port into the defective cavity. A method for repairing a concrete structure, characterized in that the concrete structure is pumped inwards.
JP14015585A 1985-06-28 1985-06-28 Repairing of concrete structure Pending JPS626066A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14015585A JPS626066A (en) 1985-06-28 1985-06-28 Repairing of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14015585A JPS626066A (en) 1985-06-28 1985-06-28 Repairing of concrete structure

Publications (1)

Publication Number Publication Date
JPS626066A true JPS626066A (en) 1987-01-13

Family

ID=15262147

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14015585A Pending JPS626066A (en) 1985-06-28 1985-06-28 Repairing of concrete structure

Country Status (1)

Country Link
JP (1) JPS626066A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02240379A (en) * 1989-03-14 1990-09-25 Shigeo Shimizu Repairing of cracks
JPH02150345U (en) * 1989-05-25 1990-12-26
JP2002004318A (en) * 2000-06-26 2002-01-09 Nippon Kayaku Wasser Kk Method and device for substrate treatment at leaking part of concrete structure
JP2002005923A (en) * 2000-06-27 2002-01-09 Nippon Kayaku Wasser Kk Inspection method and device for concrete structure
JP2002004589A (en) * 2000-06-27 2002-01-09 Nippon Kayaku Wasser Kk Filling method and device for water sealing agent to concrete structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5649268A (en) * 1979-09-29 1981-05-02 Toppan Printing Co Ltd Laminate having proper heat sealing strength

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5649268A (en) * 1979-09-29 1981-05-02 Toppan Printing Co Ltd Laminate having proper heat sealing strength

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02240379A (en) * 1989-03-14 1990-09-25 Shigeo Shimizu Repairing of cracks
JPH02150345U (en) * 1989-05-25 1990-12-26
JP2002004318A (en) * 2000-06-26 2002-01-09 Nippon Kayaku Wasser Kk Method and device for substrate treatment at leaking part of concrete structure
JP2002005923A (en) * 2000-06-27 2002-01-09 Nippon Kayaku Wasser Kk Inspection method and device for concrete structure
JP2002004589A (en) * 2000-06-27 2002-01-09 Nippon Kayaku Wasser Kk Filling method and device for water sealing agent to concrete structure

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