JPS61196071A - Repairing of concrete structure - Google Patents

Repairing of concrete structure

Info

Publication number
JPS61196071A
JPS61196071A JP3838285A JP3838285A JPS61196071A JP S61196071 A JPS61196071 A JP S61196071A JP 3838285 A JP3838285 A JP 3838285A JP 3838285 A JP3838285 A JP 3838285A JP S61196071 A JPS61196071 A JP S61196071A
Authority
JP
Japan
Prior art keywords
glass fiber
fiber layer
crack
injection
concrete structure
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
JP3838285A
Other languages
Japanese (ja)
Inventor
畠山 裕
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.)
DORO HOZEN KK
Original Assignee
DORO HOZEN 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 DORO HOZEN KK filed Critical DORO HOZEN KK
Priority to JP3838285A priority Critical patent/JPS61196071A/en
Publication of JPS61196071A publication Critical patent/JPS61196071A/en
Pending legal-status Critical Current

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  • Road Paving Structures (AREA)
  • Working Measures On Existing Buildindgs (AREA)

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】 A1発明の目的 イ、産業上の利用分野 本発明は新規な構成を有するコンクリート構造物の躯体
の補修工法を提供しようとするものである。
DETAILED DESCRIPTION OF THE INVENTION A1.Objective of the invention A. Field of industrial application The present invention seeks to provide a method for repairing the frame of a concrete structure having a novel configuration.

口、従来の技術とその問題点 従来、コンクリート構造物の亀裂、漏水を補修する為に
、エポキシ樹脂、加水反応盤ウレタン樹脂等を削孔した
注入口から注入していたが、微細な亀裂には所定の注入
効果を挙げられないことが多かった。それは注入部位に
対する接触面積が削孔のみに°たよった為に非常に限ら
れ、はなはだしいときは所定の部位に達していない注入
口から注入するということが為されてきた為である。
Conventional technology and its problems Conventionally, in order to repair cracks and water leaks in concrete structures, epoxy resin, water-added reaction board urethane resin, etc. were injected through drilled injection ports, but it was difficult to repair cracks and water leaks in concrete structures. In many cases, the desired injection effect could not be obtained. This is because the contact area with the injection site is extremely limited due to relying solely on drilling, and in extreme cases, injection has been done through an injection port that does not reach the designated site.

B1発明の構成 イ0問題を解決しようとする手段 本願ではおおよそ下記の構成のものによって上述した問
題を解決しようとするものである。
B1 Structure of the Invention A0 Means for Solving the Problem The present application attempts to solve the above-mentioned problem with the following structure.

すなわち、本願のものはコンクリート構造物の躯体にガ
ラス繊維層を埋め込み、後にその層に合成樹脂等薬液を
注入してガラス繊維によって強化された層を成製すると
同時K、ガラス繊維によって確保された空隙を利用して
、亀裂、ジヨイント等に対する注入効果を上げる為の工
法である。
That is, in the present application, a glass fiber layer is embedded in the frame of a concrete structure, and later a chemical solution such as a synthetic resin is injected into that layer to create a layer reinforced by glass fiber. This is a construction method that uses voids to improve the injection effect on cracks, joints, etc.

口0発明の実施例 本発明の工法は下記の通りである。Example of invention The construction method of the present invention is as follows.

第1工程〜コンクリート構造物の躯体1における補修個
所である亀裂2を確認し、当該亀裂2の幅、深さを調査
する。
1st step - The crack 2 which is the repaired part in the frame 1 of the concrete structure is confirmed, and the width and depth of the crack 2 are investigated.

第2工程〜亀裂2を中心に40龍程度の幅でカットし、
U型の溝3を開設する。
2nd process ~ Cut to a width of about 40 dragons around crack 2,
Open a U-shaped groove 3.

第6エ程〜上記溝6の底部に、上記亀裂2に蓋をするよ
うKして、この溝6の幅に相当するガラス繊維層(ガラ
スマット)4を敷き込む。
Sixth step - A glass fiber layer (glass mat) 4 corresponding to the width of the groove 6 is laid at the bottom of the groove 6 so as to cover the crack 2.

第4工程〜上記ガラス繊維層4の上面に急結セメント5
を充填し、当該ガラス繊維層4を埋め込む。この場合、
次の工程での薬液8を注入するための注入ロアをあらか
じめ確保する場合は、急結セメン、ト5を充填する前に
注入用ノくイブ7Aをガラス繊維層上に植設したのち、
急結セメント5を充填するとよい。
4th step ~ Rapid setting cement 5 on the top surface of the glass fiber layer 4
and embed the glass fiber layer 4. in this case,
If you want to secure the injection lower in advance for injecting the chemical solution 8 in the next step, after planting the injection nozzle 7A on the glass fiber layer before filling the quick setting cement 5,
It is preferable to fill it with quick setting cement 5.

第5工程〜上記注入用パイプ7Aで形成された注入ロア
あるいは急結セメント5を充填後削孔して形成した注入
ロアよシ薬液8を、上記ガラに ス繊維層に注入含浸させることにより、亀裂もガラス繊
維層と接する開口部2Aよシ薬液8を浸透ぜしめる。
Fifth step ~ By injecting and impregnating the glass fiber layer with the injection lower formed by the injection pipe 7A or the injection lower formed by drilling a hole after filling with the quick setting cement 5, The crack also allows the chemical solution 8 to permeate through the opening 2A in contact with the glass fiber layer.

第6エ程〜注入ロアを急結セメント6あるいは綿花をも
って密閉する。
Sixth step - Seal the injection lower with quick setting cement 6 or cotton.

第7エ程〜補修後の表面に必要に応じて防水材9を塗布
する。
Seventh step - Apply waterproofing material 9 to the repaired surface as necessary.

なか、上述した各工程における急結セメントはライオン
シスイ(商標〜大阪セメント)を使用し、薬液は加水反
応型ウレタン(TACS S〜商標〜日本TAC8S協
会)を使用した。
Among these, Lion Shisui (trademark - Osaka Cement) was used as the quick-set cement in each of the above-mentioned steps, and hydroreactive urethane (TACS S - trademark - Japan TAC8S Association) was used as the chemical solution.

ハ1作用 効果と共に説明する。C1 action I will explain it along with the effects.

C0発明の効果 ィ、亀裂全延長上からガラス繊維層を通して注入される
為、注入が確実となる。
The effect of the C0 invention is that the injection is performed from the entire length of the crack through the glass fiber layer, making the injection reliable.

ロ、ガラス繊維層によって確保された空隙が注入圧を低
圧にすることを可能にすることができる。
B. The voids secured by the glass fiber layer can make it possible to lower the injection pressure.

ハ、亀裂の延長上にガラス繊維層によって強化された注
入薬液の反応硬化物が形成され、上水板を埋め込んだ効
果をもたせることができる。
C. A reaction cured product of the injected chemical solution reinforced by the glass fiber layer is formed on the extension of the crack, giving the effect of embedding a water supply board.

工、加水反応屋ウレタンの膨張性を利用することによっ
て、埋め込まれたガラス繊維層、に薬液を充填するだけ
で、微細な空隙は自ら充填封鎖し得る。
By making use of the expandability of urethane, which is a hydrolyzed reactor, by simply filling the embedded glass fiber layer with a chemical solution, microscopic voids can be filled and sealed by themselves.

ホ、上水工事にあっては急結セメントによって、漏水部
をシールする際、ガラス繊維層によって確保された空隙
が水みちとなって漏水圧を低くし、石柱り部埋め込みシ
ールを容易で確実にする。
E. In waterworks construction, when sealing water leaks with quick-setting cement, the voids secured by the glass fiber layer become water channels, lowering the water leakage pressure, making it easy and reliable to embed the stone pillars and seal them. Make it.

へ、加水反応型ウレタンの注入にあっては。Regarding the injection of hydration reaction type urethane.

反応に必要な水をガラス繊維層の空隙で確保することが
でき、加水反応t−確実にする。
The water necessary for the reaction can be secured in the voids of the glass fiber layer, ensuring the hydration reaction.

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

第1図は第1工程を説明する斜視図、第2図は第2工程
を説明する斜視図、第6図は第6エ程を説明する斜視図
、第4図は第4工程を説明する斜視図、第5■は第4工
程での他の実施例の斜視図、第6図は同上の縦断面図、
第7図は第4工糧の縦断面図、第8図は第5工程から第
8工程を説明する縦断面図である。 106.躯体、200.亀裂、5.、、溝、4.、、ガ
ラス繊維層、510.急結セメント、700.注入口、
801.薬液◎ 特許 出 願人  道路保全株式会社 ÷Q、”:、’、−5 ・iTi’Lノ 第1図 第2図
Figure 1 is a perspective view explaining the first step, Figure 2 is a perspective view explaining the second process, Figure 6 is a perspective view explaining the sixth process, and Figure 4 is a perspective view explaining the fourth process. FIG. 5 is a perspective view of another embodiment in the fourth step; FIG. 6 is a vertical cross-sectional view of the same as above;
FIG. 7 is a longitudinal sectional view of the fourth grain, and FIG. 8 is a longitudinal sectional view illustrating the fifth to eighth steps. 106. Body, 200. crack, 5. ,,Groove,4. , , glass fiber layer, 510. Rapid setting cement, 700. inlet,
801. Chemical liquid ◎ Patent Applicant Road Maintenance Co., Ltd. ÷ Q, ”:, ', -5 ・iTi'L Figure 1 Figure 2

Claims (1)

【特許請求の範囲】[Claims] コンクリート構造物の躯体において補修を所望する亀裂
個所に対して、当該亀裂を中心として所定幅と深さを有
する溝を開設したのち、この溝内に上記亀裂を覆うよう
にしてガラス繊維層を敷き込み、このガラス繊維層の上
面に急結セメントを充填して当該ガラス繊維層を埋め込
み、しかるのちにガラス繊維層に対して加水反応型ウレ
タンおよびエポキシ樹脂などの薬液を注入することを特
徴とするコンクリート構造物の躯体の補修工法。
A groove with a predetermined width and depth is created around the crack at the crack that is desired to be repaired in the frame of a concrete structure, and then a glass fiber layer is laid in the groove to cover the crack. The method is characterized in that the top surface of the glass fiber layer is filled with quick setting cement to embed the glass fiber layer, and then a chemical solution such as hydrolytic urethane and epoxy resin is injected into the glass fiber layer. A method of repairing the framework of concrete structures.
JP3838285A 1985-02-26 1985-02-26 Repairing of concrete structure Pending JPS61196071A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3838285A JPS61196071A (en) 1985-02-26 1985-02-26 Repairing of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3838285A JPS61196071A (en) 1985-02-26 1985-02-26 Repairing of concrete structure

Publications (1)

Publication Number Publication Date
JPS61196071A true JPS61196071A (en) 1986-08-30

Family

ID=12523721

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3838285A Pending JPS61196071A (en) 1985-02-26 1985-02-26 Repairing of concrete structure

Country Status (1)

Country Link
JP (1) JPS61196071A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6417971A (en) * 1987-07-13 1989-01-20 Tetsuo Tawara Cutoff method and instrument for cracking of concrete structure
JPH0194133A (en) * 1987-10-01 1989-04-12 Shin Nippon Jushi Kako:Kk Cut off method of crack of concrete structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5248823A (en) * 1975-10-16 1977-04-19 Kubo Toso Kogyo Kk Repairing process for tanks
JPS5826165A (en) * 1981-08-06 1983-02-16 コニシ株式会社 Repairing of water leakage of concrete structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5248823A (en) * 1975-10-16 1977-04-19 Kubo Toso Kogyo Kk Repairing process for tanks
JPS5826165A (en) * 1981-08-06 1983-02-16 コニシ株式会社 Repairing of water leakage of concrete structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6417971A (en) * 1987-07-13 1989-01-20 Tetsuo Tawara Cutoff method and instrument for cracking of concrete structure
JPH0565672B2 (en) * 1987-07-13 1993-09-20 Tetsuo Tawara
JPH0194133A (en) * 1987-10-01 1989-04-12 Shin Nippon Jushi Kako:Kk Cut off method of crack of concrete structure
JPH0546427B2 (en) * 1987-10-01 1993-07-13 Shinnippon Jushi Kako Kk

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