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JPS63585B2 - - Google Patents
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JPS63585B2 - - Google Patents

Info

Publication number
JPS63585B2
JPS63585B2 JP54143830A JP14383079A JPS63585B2 JP S63585 B2 JPS63585 B2 JP S63585B2 JP 54143830 A JP54143830 A JP 54143830A JP 14383079 A JP14383079 A JP 14383079A JP S63585 B2 JPS63585 B2 JP S63585B2
Authority
JP
Japan
Prior art keywords
crack
solidifying agent
hot air
injection path
injection
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
JP54143830A
Other languages
Japanese (ja)
Other versions
JPS5670369A (en
Inventor
Masayoshi Sugimura
Kazuo Kawamoto
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.)
ThreeBond Co Ltd
Original Assignee
ThreeBond Co Ltd
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 ThreeBond Co Ltd filed Critical ThreeBond Co Ltd
Priority to JP14383079A priority Critical patent/JPS5670369A/en
Publication of JPS5670369A publication Critical patent/JPS5670369A/en
Publication of JPS63585B2 publication Critical patent/JPS63585B2/ja
Granted legal-status Critical Current

Links

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  • Working Measures On Existing Buildindgs (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明はコンクリート構造物や石等に生じた亀
裂内に接着性の固結剤を注入する亀裂補修方法の
改良に関する。 一般にコンクリート製の梁や柱、壁等の構造物
に亀裂が生じると、その構造物の物理的性質が著
しく低下するとともに内部の鉄筋や鉄骨が外気に
晒されて腐食する。そこで近年、高接着性の固結
剤の開発に伴い、これを亀裂内に注入し防水処理
を施すと同時に物理的性質をも向上させんとする
亀裂補修方法が開発された。 しかるに通常この種の補修に使用する固結剤は
ポリエステル樹脂系、アクリル樹脂系、エポキシ
樹脂系の接着剤が用いられ、これらは粘性が低く
なれば細部への注入が良好となり、固化後の接着
性能が高くなるが、温度の低下に伴つて粘性が高
くなる性質をもつているため、低温条件下で粘性
が低くなるように調整すると接着、固化性能が低
下し、ひいては固結剤として使用し得なくなる。
これがために従来は冬期や寒冷地における低温条
件下では亀裂の補修が不可能であつたり、また充
分な強度が得られないものであつた。 本発明はこのような問題を解決すべくなされた
ものであり、その要旨とするところはコンクリー
ト、石等に生じた亀裂の開口部の一部に連通させ
て固結剤注入路を形成するとともに該亀裂の他の
開口部をシール剤をもつて閉鎖し、前記固結剤注
入路から熱風を送り込んで亀裂内面を加温し、そ
の後該固結剤注入路から固結剤を圧入することを
特徴としてなるコンクリート構造物等の亀裂補修
方法に存する。 次に本発明の実施例を図面について説明する。 まず第1図に示すように構造物の表面に露出し
た複数の亀裂a,a…に交差させて線状材1,1
…を適宜間隔を隔てて当てがいつつ、第2図、第
3図に示すように線状材1の外側にシール剤2を
貼り付け、線状材1を構造物表面に接触させてシ
ール剤2内に埋め込む。その際各線状材1はその
一端のみを露出させる。シール剤としては従来か
ら使用されているホツトメルト、あるいは急結セ
メント等を使用する。 また線状材1としてはビニル系合成樹脂材等の
伸縮性のある棒状もしくはパイプ状のものも使用
する。 これと同時に各亀裂a,a…の残りの開口部分
及び亀裂aが構造物の裏面に達している場合はそ
の裏面の開口部分を同じシール剤2をもつて閉鎖
する。 このようにして埋め込んだ線状材1をシール剤
2の固化を待つて引き抜く、線状材1が引き抜か
れることによつて第4図に示すように各亀裂a,
a…に連通した固結剤注入路3が形成される。 このようにして外側がシール剤2によつて覆わ
れ複数の亀裂a,a…と交差して連通した固結剤
注入路3,3…を適宜間隔をあけて順次形成し、
その後第5図に示すように熱風を熱風注入パイプ
4を通して注入路3から吹き込む。このとき熱風
注入パイプ4を連結する部分と排気する部分とを
除き他の注入路3の開口を栓5をもつて閉鎖す
る。これによつてパイプ4から送り込まれる熱風
はパイプ4が連結された注入路3から各亀裂a,
a…内を通り開放された注入路3から排気され
る。 このようにして亀裂内面を所定の温度まで上昇
させ、その後パイプ4及び栓5を外し、端部側の
注入路3から順に第6図〜第7図に示すように固
結剤6を圧入する。 固結剤6としては従来使用されているポリエス
テル樹脂系、アクリル樹脂系、エポキシ樹脂系の
ものを使用する。 また圧入に際しては従来使用されている手動式
あるいは動力式のポンプを使用する。 なお上述した実施例では複数亀裂にまたがらせ
て注入路を形成した例を示しているが本発明はこ
の実施例の外、第8図に示すように一本の亀裂a
毎にその開口部をシール剤2をもつて被覆すると
ともに複数の注入路3′を一定間隔毎にあけ、そ
の注入路3′から熱風を送り込んだ後、固結剤の
注入を行うようにしてもよいものである。 本発明は上述のように構成され、亀裂内に熱風
を送り込んで亀裂内面を加温した後、固結剤を圧
入するようにしたことによつて、冬期、寒冷地等
にあつても暖められた固結剤の注入が可能であ
り、しかも内部でその固結剤が更に暖められる
か、もしくは冷却されない状態で注入が可能とな
るため亀裂内の微小間隙へも固結剤が充分に侵入
させることができることとなり、しかも接着固化
性能の高い高粘性の固結剤が使用できることとな
つたものである。 試験例 次に熱風を通して加温した場合の試験例を示
す。 第9図に示すように円柱状のコンクリートブロ
ツク10を割裂試験機をもつて両側面より圧縮し
て半割状となし、これを針金をもつて締め付け
し、中央に縦割の亀裂11を形成し、そのブロツ
ク10の上面を除き亀裂11の周囲の開口部をエ
ポキシ樹脂系シール剤12をもつて閉鎖するとと
もに側面底部に注入口13を亀裂11に連通させ
て形成した。 この試験ブロツク10の亀裂幅は0.5m/m/
1.0m/mの範囲であつた。 このブロツク10の注入口13より次の条件で
固結剤を約10Kg/cm2の圧力で注入した。 注入固結剤 (A) 株式会社スリーボンド製 二液性エポキシ配
合樹脂 「スリーボンド2022/
2105C」 (B) 株式会社スリーボンド製 二液性エポキシ配
合樹脂 「スリーボンド2023/
2105C」
The present invention relates to an improvement in a crack repair method that involves injecting an adhesive solidifying agent into cracks that occur in concrete structures, stones, etc. Generally, when cracks occur in structures such as concrete beams, columns, and walls, the physical properties of the structure deteriorate significantly, and internal reinforcing bars and steel frames are exposed to the outside air and corrode. Therefore, in recent years, with the development of highly adhesive hardening agents, a crack repair method has been developed in which this is injected into cracks to perform waterproofing treatment and at the same time improve physical properties. However, the curing agents normally used for this type of repair are polyester resin-based, acrylic resin-based, and epoxy resin-based adhesives.The lower the viscosity of these adhesives, the better they can be injected into small areas, and the adhesive after hardening. Although it has high performance, its viscosity increases as the temperature decreases, so if the viscosity is adjusted to be low under low temperature conditions, the adhesion and solidification performance will decrease, and it may not be possible to use it as a consolidation agent. You won't get any more.
For this reason, in the past, cracks could not be repaired under low temperature conditions in winter or in cold regions, and sufficient strength could not be obtained. The present invention was made to solve such problems, and its gist is to form a hardening agent injection path by communicating with a part of the opening of a crack that has occurred in concrete, stone, etc. The other opening of the crack is closed with a sealant, hot air is sent from the solidifying agent injection path to warm the inner surface of the crack, and then the solidifying agent is press-fitted from the solidifying agent injection path. It is characterized by its method of repairing cracks in concrete structures, etc. Next, embodiments of the present invention will be described with reference to the drawings. First, as shown in Fig. 1, wire rods 1,
... at appropriate intervals, apply the sealant 2 to the outside of the wire material 1 as shown in FIGS. 2 and 3, bring the wire material 1 into contact with the surface of the structure, and apply the sealant. Embed within 2. At this time, only one end of each wire member 1 is exposed. As the sealant, conventionally used hot melt, quick setting cement, etc. are used. Further, as the wire material 1, a stretchable rod-shaped or pipe-shaped material such as a vinyl-based synthetic resin material is also used. At the same time, the remaining openings of each of the cracks a, a... and, if the crack a reaches the back surface of the structure, the openings on the back surface are closed with the same sealant 2. The wire material 1 embedded in this way is pulled out after waiting for the sealant 2 to solidify. As the wire material 1 is pulled out, each crack a, as shown in FIG.
A solidifying agent injection path 3 communicating with a is formed. In this way, solidifying agent injection channels 3, 3..., which are covered on the outside with the sealant 2 and communicate with the plurality of cracks a, a..., are sequentially formed at appropriate intervals,
Thereafter, as shown in FIG. 5, hot air is blown from the injection path 3 through the hot air injection pipe 4. At this time, the openings of the injection path 3 except for the part connecting the hot air injection pipe 4 and the part for exhausting air are closed with plugs 5. As a result, the hot air sent from the pipe 4 flows from the injection path 3 to which the pipe 4 is connected to each crack a,
a... is exhausted from the open injection path 3. In this way, the inner surface of the crack is raised to a predetermined temperature, and then the pipe 4 and plug 5 are removed, and the solidifying agent 6 is press-fitted sequentially from the injection path 3 on the end side as shown in FIGS. 6 and 7. . As the solidifying agent 6, a conventionally used polyester resin type, acrylic resin type, or epoxy resin type is used. For press-fitting, a conventionally used manual or power pump is used. Although the above-mentioned embodiment shows an example in which the injection path is formed across a plurality of cracks, in addition to this embodiment, the present invention is applicable to a single crack a as shown in FIG.
Each time, the opening is covered with the sealant 2, and a plurality of injection channels 3' are opened at regular intervals, and after hot air is sent through the injection channels 3', the solidifying agent is injected. It's also good. The present invention is constructed as described above, and by blowing hot air into the crack to heat the inner surface of the crack, and then press-fitting the solidifying agent, it can be heated even in winter or in a cold region. It is possible to inject a solidifying agent, and since the solidifying agent can be further warmed inside or injected without being cooled, the solidifying agent can sufficiently penetrate into the minute gaps within the crack. Moreover, it has become possible to use a highly viscous curing agent with high adhesive and curing performance. Test Example Next, we will show a test example in which heating was performed through hot air. As shown in Fig. 9, a cylindrical concrete block 10 is compressed from both sides using a splitting tester to form a half-split shape, which is then tightened with a wire to form a vertical crack 11 in the center. Then, the opening around the crack 11 except for the top surface of the block 10 was closed with an epoxy resin sealant 12, and an injection port 13 was formed at the bottom of the side surface to communicate with the crack 11. The crack width of this test block 10 is 0.5m/m/
It was in the range of 1.0m/m. A caking agent was injected from the injection port 13 of this block 10 under the following conditions at a pressure of about 10 kg/cm 2 . Injection solidifying agent (A) Two-component epoxy compound resin “ThreeBond 2022/” manufactured by ThreeBond Co., Ltd.
2105C” (B) Two-component epoxy compound resin “ThreeBond 2023/” manufactured by ThreeBond Co., Ltd.
2105C”

【表】 注入条件 (1) 注入口より100℃の熱風を1時間送風 内部亀裂面温度約50℃で固結剤注入。 (2) 注入口より200℃の熱風を1時間送風 内部亀裂面温度約80℃で固結剤注入。 (3) 熱風送風なし 結 果 以上の条件で固結剤を注入したところ下表の結
果が得られた。
[Table] Injection conditions (1) Hot air at 100°C was blown from the injection port for 1 hour, and the cement was injected when the internal crack surface temperature was approximately 50°C. (2) Hot air at 200°C was blown from the injection port for 1 hour to inject the cement at an internal crack surface temperature of approximately 80°C. (3) Results without blowing hot air When the caking agent was injected under the above conditions, the results shown in the table below were obtained.

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

第1図は亀裂に交叉させて線状材を配置した平
面図、第2図はシール剤をもつて埋設、被覆した
状態の平面図、第3図は第2図中―線断面
図、第4図は固結剤注入路を形成した状態の断面
図、第5図は熱風送風状態の平面図、第6図は固
結剤注入状態の断面図、第7図は第6図中の―
線断面図、第8図は他の実施例の平面図、第9
図は試験ブロツクの亀裂をシールした状態の斜視
図である。 A…亀裂、1…線状材、2…シール材、3…固
結剤注入路、4…熱風注入パイプ、5…栓、6…
固結剤。
Fig. 1 is a plan view of the wire material placed across the crack, Fig. 2 is a plan view of the wire material buried and covered with a sealant, Fig. 3 is a sectional view taken along the line in Fig. 2, Figure 4 is a cross-sectional view of the solidifying agent injection path formed, Figure 5 is a plan view of the hot air blowing state, Figure 6 is a cross-sectional view of the solidifying agent injected state, and Figure 7 is a cross-sectional view of the solidifying agent injected state.
A line sectional view, FIG. 8 is a plan view of another embodiment, and FIG. 9 is a plan view of another embodiment.
The figure is a perspective view of the test block with the cracks sealed. A... Crack, 1... Linear material, 2... Sealing material, 3... Consolidating agent injection path, 4... Hot air injection pipe, 5... Plug, 6...
Consolidating agent.

Claims (1)

【特許請求の範囲】[Claims] 1 コンクリート、石等に生じた亀裂の開口部の
一部に連通させて固結剤注入路を形成するととも
に、該亀裂の他の開口部をシール剤をもつて閉鎖
し前記固結剤注入路から熱風を送り込んで亀裂内
面を加温し、その後該固結剤注入路から固結剤を
圧入することを特徴としてなるコンクリート構造
物等の亀裂補修方法。
1. Form a solidification agent injection path by communicating with a part of the opening of a crack that has occurred in concrete, stone, etc., and close other openings of the crack with a sealant to close the solidification agent injection path. A method for repairing cracks in concrete structures, etc., characterized by heating the inner surface of the crack by sending hot air through the crack, and then press-fitting a hardening agent from the hardening agent injection path.
JP14383079A 1979-11-08 1979-11-08 Crack repairing of concrete construction and others Granted JPS5670369A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14383079A JPS5670369A (en) 1979-11-08 1979-11-08 Crack repairing of concrete construction and others

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14383079A JPS5670369A (en) 1979-11-08 1979-11-08 Crack repairing of concrete construction and others

Publications (2)

Publication Number Publication Date
JPS5670369A JPS5670369A (en) 1981-06-12
JPS63585B2 true JPS63585B2 (en) 1988-01-07

Family

ID=15347930

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14383079A Granted JPS5670369A (en) 1979-11-08 1979-11-08 Crack repairing of concrete construction and others

Country Status (1)

Country Link
JP (1) JPS5670369A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01169057A (en) * 1987-12-25 1989-07-04 Chichibu Cement Co Ltd Method and device for injecting adhesive
JPH02175774A (en) * 1988-12-28 1990-07-09 Nitto Chem Ind Co Ltd Method of injecting adhesive and apparatus therefor

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54143829A (en) * 1978-04-28 1979-11-09 Furukawa Battery Co Ltd Method of producing electrode plate for alkaline storage battery

Also Published As

Publication number Publication date
JPS5670369A (en) 1981-06-12

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