JP2018188557A - Adhesive injection method and adhesive - Google Patents

Adhesive injection method and adhesive Download PDF

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JP2018188557A
JP2018188557A JP2017092560A JP2017092560A JP2018188557A JP 2018188557 A JP2018188557 A JP 2018188557A JP 2017092560 A JP2017092560 A JP 2017092560A JP 2017092560 A JP2017092560 A JP 2017092560A JP 2018188557 A JP2018188557 A JP 2018188557A
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adhesive
cryogenic
injection method
liquid
injection
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藤田 直人
Naoto Fujita
直人 藤田
公人 黒川
Kimito Kurokawa
公人 黒川
康太 朝本
Kota Asamoto
康太 朝本
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Sho Bond Corp
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Sho Bond Corp
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Abstract

PROBLEM TO BE SOLVED: To provide an adhesive injection method for injecting an adhesive between a structure and a reinforcement material and adhesive integrating them, capable of being conducted even in ultra low temperature environment at -25°C or lower, and the adhesive used in the injection method.SOLUTION: In an adhesive injection method for injecting an adhesive between a structure and a reinforcement material for reinforcement of the structure and adhesive integrating them, following processes are executed: an ordinary temperature A liquid generation process for stirring mixing a main agent and a curing agent to generate an A liquid containing them under an ordinary temperature environment at 0°C or higher; an ultra low temperature adhesive generation process for mixing the A liquid generated in the previous process and a B liquid containing an accelerator under ultra low temperature environment at -25°C or lower to generate the adhesive having viscosity under the ultra low temperature environment of 3000 mPa s or lower; and an ultra low temperature adhesive injection process for injecting the adhesive generated in the previous process between the structure and the reinforcement material by an injection device such as a pump or a squeeze pump under the ultra low temperature environment.SELECTED DRAWING: Figure 2

Description

本発明は、鉄筋コンクリート構造物などの構造物に鋼材や繊維シートなどの補強材を固定する際に構造物と補強材との間に接着剤を注入して接着する接着剤注入工法及びその注入工法に用いる接着剤に関するものである。   The present invention relates to an adhesive injection method for injecting an adhesive between a structure and a reinforcing material when the reinforcing material such as a steel material or a fiber sheet is fixed to a structure such as a reinforced concrete structure and the injection method. It is related with the adhesive agent used for.

従来、経年劣化した構造物を補強するために、又は耐震補強するために構造物に補強材を固定することが行われている。構造物に補強材を固定する方法は、構造物と補強材との間にグラウトを注入するなど種々提案されているが、構造物と補強材との間に接着剤を注入して固定する方法が知られている。   Conventionally, in order to reinforce an aged structure or to provide seismic reinforcement, a reinforcing material is fixed to the structure. Various methods have been proposed for fixing a reinforcing material to a structure, such as injecting grout between the structure and the reinforcing material, but a method of injecting and fixing an adhesive between the structure and the reinforcing material. It has been known.

例えば、特許文献1には、床版上面と取り付けられた鋼板との間に接着剤等の充填をする場合、床版上面と鋼板間に一定の間隔を保つために、床版下面に鋼板を取り付け、床版下面と鋼板間に充填材を充填した後、高さ調整ボルトを床版に穿孔したボルト挿通孔に挿通し、床版下面に取り付けた鋼板に、該鋼板に穿孔したボルト挿通孔を利用して固定するとともに高力高ナットの高さ調整をし、その後に床版上面に鋼板を、該鋼板のボルト挿通孔と高力高ナットに締め付けボルトを挿通して締め付けて取り付けるコンクリート床版の鋼板サンドイッチ補強工法が開示されている(特許文献1の特許請求の範囲の請求項1、明細書の段落[0016]〜[0023]、図面の図1〜図7等参照)。   For example, in Patent Document 1, when filling an adhesive or the like between the upper surface of the floor slab and the attached steel plate, a steel plate is placed on the lower surface of the floor slab in order to maintain a certain distance between the upper surface of the floor slab and the steel plate. After mounting, filling the space between the bottom of the slab and the steel plate, insert the height adjustment bolt into the bolt insertion hole drilled in the floor slab, and the bolt insertion hole drilled in the steel plate attached to the bottom of the floor slab The concrete floor is fixed by using and adjusting the height of the high-strength and high-nut, and then attaching the steel plate to the top of the floor slab and inserting the bolts into the bolt insertion holes and high-strength high nut of the steel plate and tightening them. A plate steel plate sandwich reinforcing method is disclosed (see claim 1 of patent document 1, paragraphs [0016] to [0023] of the specification, FIGS. 1 to 7 of the drawings, etc.).

しかし、特許文献1に記載のコンクリート床版の鋼板サンドイッチ補強工法は、常温での補強工法であり、氷点下となる例えば、−25℃以下となる低温環境では、施工できないという問題があった。   However, the steel plate sandwich reinforcement method for concrete floor slabs described in Patent Document 1 is a reinforcement method at room temperature, and there is a problem that the construction cannot be performed in a low temperature environment, for example, below -25 ° C., which is below freezing.

また、特許文献2には、特定のヘテロ環含有化合物(A)、ポリエポキサイド(B)、及び水との反応により1級及び/又は2級のアミノ基を生成する化合物(C)からなることを特徴とするコンクリート構築物の補修注入剤が開示されている(特許文献2の特許請求の範囲の請求項1、明細書の段落[0007]〜[0061]等参照)。   Patent Document 2 includes a specific heterocycle-containing compound (A), a polyepoxide (B), and a compound (C) that generates a primary and / or secondary amino group by reaction with water. A concrete structure repair injection agent is disclosed (see claim 1 of patent document 2 and paragraphs [0007] to [0061] of the specification).

しかし、特許文献2に記載のコンクリート構築物の補修注入剤は、5℃以下では硬化しにくくなるという課題を解決するものであり、その硬化温度は、−10℃以上である(特許文献2の明細書の段落[0060]参照)。このため、−25℃以下となる低温環境では、構造物の補強工事が施工できないという問題は解消できていなかった。   However, the repair injecting agent for a concrete structure described in Patent Document 2 solves the problem that it is difficult to harden at 5 ° C. or lower, and its curing temperature is −10 ° C. or higher (specification of Patent Document 2). (See paragraph [0060] of the book). For this reason, in the low temperature environment used as -25 degrees C or less, the problem that the reinforcement | strengthening construction of a structure cannot be performed has not been solved.

このように、氷点下を遙かに下回る−25℃以下となる極低温環境では、殆どの溶媒が固体となって使い物にならないため構造物の補強ができないという問題があった。このため、構造物と補強材との間に接着剤を注入し、両者を接着して一体化する接着剤注入工法において極低温環境でも施工可能な接着剤注入工法及びその注入工法に用いる接着剤が切望されていた。   As described above, in an extremely low temperature environment of -25 ° C. or less, which is well below the freezing point, there is a problem that the structure cannot be reinforced because most of the solvent becomes solid and cannot be used. Therefore, an adhesive injection method that can be applied even in a cryogenic environment in an adhesive injection method in which an adhesive is injected between a structure and a reinforcing material, and the two are bonded and integrated, and an adhesive used in the injection method Was anxious.

特開平11−323842号公報Japanese Patent Laid-Open No. 11-323842 特開2001−40331号公報JP 2001-40331 A

そこで本発明は、前記問題点に鑑みて案出されたものであり、その目的とするところは、−25℃以下となる極低温環境でも施工可能な構造物と補強材との間に接着剤を注入して接着一体化する接着剤注入工法及びその注入工法に用いる接着剤を提供することにある。   Therefore, the present invention has been devised in view of the above problems, and its object is to provide an adhesive between a structure and a reinforcing material that can be constructed even in a cryogenic environment of −25 ° C. or lower. It is an object to provide an adhesive injection method for injecting and integrating the adhesive and an adhesive used in the injection method.

第1発明に係る接着剤注入工法は、構造物と、この構造物を補強する補強材とを、これらの間に接着剤を注入して接着一体化する接着剤注入工法であって、前記接着剤は、アクリル樹脂からなる主剤と、この主剤を硬化させる硬化剤と、この硬化剤の反応を促進する促進剤と、を備え、0℃以上となる常温環境下において、前記主剤と前記硬化剤とを撹拌混合してこれらを含有するA液を生成する常温A液生成工程と、−25℃以下となる極低温環境下において、前工程で生成した前記A液と、前記促進剤を含有するB液と、を混合させて、前記極低温環境下で粘度が3000mPa・s以下となる前記接着剤を生成する極低温接着剤生成工程と、前記極低温環境下において、前工程で生成した前記接着剤をポンプやスクイースポンプなどの注入装置で前記構造物と前記補強材との間に注入する極低温接着剤注入工程と、を備えることを特徴とする。   The adhesive injection method according to the first invention is an adhesive injection method in which a structure and a reinforcing material for reinforcing the structure are bonded and integrated by injecting an adhesive between them. The agent comprises a main agent composed of an acrylic resin, a curing agent that cures the main agent, and an accelerator that accelerates the reaction of the curing agent, and the main agent and the curing agent in a normal temperature environment of 0 ° C. or higher. A normal temperature A liquid production step for producing an A liquid containing these by stirring and mixing, and the A liquid produced in the previous step and the accelerator in a cryogenic environment of -25 ° C. or lower. Liquid B is mixed to produce the adhesive having a viscosity of 3000 mPa · s or less in the cryogenic environment, and the cryogenic environment produced in the previous step in the cryogenic environment. Adhesives such as pumps and squeeze pumps Characterized in that it comprises a cryogenic adhesive injection step of injecting between the reinforcing material and the structure at input device.

第2発明に係る接着剤注入工法は、第1発明において、前記極低温接着剤注入工程前に、アクリル樹脂からなる主剤と、この主剤を硬化させる硬化剤と、この硬化剤の反応を促進する促進剤と、を含有するシール用接着剤を用いて、前記極低温環境下において、前記接着剤が漏れないように前記構造物と前記補強材との間の周囲をシールするシール工程を有することを特徴とする。   The adhesive injection method according to a second aspect of the present invention, in the first aspect, promotes the reaction of the main agent made of acrylic resin, the curing agent for curing the main agent, and the curing agent before the cryogenic adhesive injection step. A sealing step of sealing the periphery between the structure and the reinforcing material so that the adhesive does not leak under the cryogenic environment using a sealing adhesive containing an accelerator. It is characterized by.

第3発明に係る接着剤注入工法は、第1発明又は第2発明において、前記極低温接着剤生成工程では、前記主剤と前記促進剤とを含有したものをB液として、前記A液と混合させることを特徴とする。   In the first or second invention, the adhesive injection method according to the third aspect of the invention is the mixture of the main part and the accelerator containing the main ingredient and the accelerator as the B part in the cryogenic adhesive production step. It is characterized by making it.

第4発明に係る接着剤注入工法は、第1発明ないし第3発明のいずれかの発明において、前記極低温接着剤生成工程では、前記極低温接着剤生成工程では、前記極低温環境下において前記接着剤の硬化収縮率が3%以下となるように、前記主剤に細骨材を混合させていることを特徴とする。   The adhesive injection method according to a fourth invention is the invention according to any one of the first to third inventions, wherein the cryogenic adhesive generation step includes the cryogenic adhesive generation step in the cryogenic environment. The main agent is mixed with fine aggregate so that the curing shrinkage of the adhesive is 3% or less.

第5発明に係る接着剤は、請求項1ないし4のいずれかに記載の接着剤注入工法に用いる接着剤であって、アクリル樹脂からなる主剤と、この主剤を硬化させる硬化剤と、この硬化剤の反応を促進する促進剤と、を備え、前記極低温環境下での粘度が3000mPa・s以下、且つ前記極低温環境下での硬化収縮率が3%以下であることを特徴とする。   An adhesive according to a fifth aspect of the present invention is an adhesive used in the adhesive injection method according to any one of claims 1 to 4, wherein the main agent is an acrylic resin, a curing agent that cures the main agent, and this curing. And an accelerator for promoting the reaction of the agent, wherein the viscosity under the cryogenic environment is 3000 mPa · s or less, and the cure shrinkage under the cryogenic environment is 3% or less.

第6発明に係る接着剤は、第5発明において、前記極低温環境下における圧縮強度が60N/mm2以上、せん断強度が10N/mm2以上、及び引張強度が20N/mm2以上であることを特徴とする。 In the fifth invention, the adhesive according to the sixth invention has a compressive strength of 60 N / mm 2 or more, a shear strength of 10 N / mm 2 or more, and a tensile strength of 20 N / mm 2 or more in the cryogenic environment. It is characterized by.

第1発明〜第6発明によれば、粉末で溶解しにくい硬化剤のみ常温下で主剤に溶解させるだけで、構造物と補強材との間に接着剤を注入して接着一体化する接着剤注入工法が−25℃以下の例えば−30℃程度となる極低温環境下でも施工可能となる。このため、極低温環境下でも構造物と補強材を確実に一体化して補強することができる。また、このときA液生成時のみ暖房するだけで構造物全体を暖房する必要がなく、省エネルギーとなり、構造物の補強工事の施工費を低減することができる。   According to the first to sixth inventions, an adhesive that is bonded and integrated by injecting an adhesive between the structure and the reinforcing material only by dissolving only the hardener that is difficult to dissolve in powder into the main agent at room temperature. Construction is possible even in a cryogenic environment where the injection method is -25 ° C or lower, for example, about -30 ° C. For this reason, a structure and a reinforcing material can be reliably integrated and reinforced even in a cryogenic environment. Further, at this time, it is not necessary to heat the entire structure only by heating only when the liquid A is generated, and it is possible to save energy and reduce the construction cost for the reinforcement work of the structure.

特に、2発明によれば、シール工程を有するので、注入用の低粘度の接着剤が漏れることなく構造物と補強材との間に接着剤を注入することができる。このため、極低温環境下でも構造物を確実に補強することができる。   In particular, according to the second aspect, since the sealing step is included, the adhesive can be injected between the structure and the reinforcing material without leakage of the low viscosity adhesive for injection. For this reason, the structure can be reliably reinforced even in a cryogenic environment.

特に、第3発明によれば、接着剤の主剤と促進剤を含有したものをB液として、A液と混合させるので、極低温環境下においても主剤と硬化剤と促進剤とを短時間で均等に混ぜ合わせることができる。このため、過酷な極低温環境下においても接着剤の品質が安定し、構造物と補強材を確実に一体化して補強することができる。   In particular, according to the third invention, since the adhesive containing the main agent and the accelerator is mixed with the A liquid as the B liquid, the main agent, the curing agent and the accelerator can be combined in a short time even in a cryogenic environment. Can be mixed evenly. For this reason, the quality of the adhesive is stable even in a severe cryogenic environment, and the structure and the reinforcing material can be reliably integrated and reinforced.

特に、第4発明によれば、極低温環境下において接着剤の硬化収縮率が3%以下となるので、硬化収縮率が高いアクリル樹脂を主剤とする接着剤でも空隙を発生させることなく、構造物と補強材を確実に一体化して補強することができる。   In particular, according to the fourth invention, since the curing shrinkage rate of the adhesive is 3% or less in an extremely low temperature environment, the structure having an acrylic resin having a high cure shrinkage rate as a main agent without generating voids. The object and the reinforcing material can be reliably integrated and reinforced.

特に、第5発明によれば、−30℃程度となる極低温環境下でも施工可能な注入接着工法用の接着剤を提供することができる。   In particular, according to the fifth aspect of the invention, it is possible to provide an adhesive for an injection bonding method that can be constructed even in an extremely low temperature environment of about −30 ° C.

特に、第6発明によれば、極低温環境下における必要強度を確保することができ、さらに構造物と補強材を確実に一体化して補強することができる。   In particular, according to the sixth invention, the required strength in a cryogenic environment can be ensured, and the structure and the reinforcing material can be reliably integrated and reinforced.

本発明の実施形態に係る接着剤注入工法により接着剤を注入する隙間を示す鉛直断面図である。It is a vertical sectional view which shows the clearance gap which inject | pours an adhesive agent with the adhesive agent injection construction method which concerns on embodiment of this invention. 同上の接着剤注入工法の各工程を示すフローチャートである。It is a flowchart which shows each process of the adhesive agent injection construction method same as the above. 同上の接着剤注入工法のシール工程を示す工程説明図である。It is process explanatory drawing which shows the sealing process of the adhesive agent injection construction method same as the above. 同上の接着剤注入工法のシール工程を示す工程説明図であるIt is process explanatory drawing which shows the sealing process of the adhesive agent injection construction method same as the above. 供試体の鉛直断面を示す写真である。It is a photograph which shows the vertical cross section of a specimen.

以下、本発明の実施形態に係る接着剤注入工法及びその注入工法に用いる接着剤について、図面を参照しながら説明する。   Hereinafter, an adhesive injection method according to an embodiment of the present invention and an adhesive used in the injection method will be described with reference to the drawings.

[接着剤]
先ず、後述の本発明の実施形態に係る注入工法に用いる接着剤について説明する。
[adhesive]
First, an adhesive used for an injection method according to an embodiment of the present invention described later will be described.

本発明の実施形態に係る注入工法では、構造物と補強材との間の隙間に注入される注入用接着剤と、その隙間から注入用接着剤が漏れないように堰止めるためにシールするシール用接着剤の2種類の接着剤を用いる。これらの接着剤は、両者の接着性が良好で境界面で肌別れしないように、ほぼ同一成分で必要強度も同等であることが好ましく、用途に応じて粘度だけ調整したものである。   In an injection method according to an embodiment of the present invention, an adhesive for injection injected into a gap between a structure and a reinforcing material, and a seal for sealing to prevent leakage of the adhesive for injection from the gap Two types of adhesives are used. These adhesives preferably have substantially the same components and the same required strength so that the adhesiveness between the two is good and the skin does not separate at the interface, and the viscosity is adjusted according to the application.

本発明の実施形態に係る接着剤は、注入用、シール用のいずれも、アクリル樹脂からなる主剤と、この主剤を硬化させる硬化剤と、この硬化剤の反応を促進する促進剤など、から構成された3成分反応硬化型の樹脂である。   The adhesive according to the embodiment of the present invention is composed of a main agent made of acrylic resin, a curing agent that cures the main agent, an accelerator that accelerates the reaction of the curing agent, and the like, both for injection and for sealing. This is a three-component reaction curable resin.

(主剤)
主剤は、アクリル系ラジカル硬化性樹脂をベースとした樹脂であり、−25℃以下の極低温環境下でも注入可能とするため非常に低粘度の物性を示すものが選択されている。一般的に低温での硬化性に優れるアクリル樹脂を採用することで、従来の注入用接着剤として知られるエポキシ樹脂が0℃以下で硬化性が低下する欠点を克服するためである。
(Main agent)
The main agent is a resin based on an acrylic radical curable resin, and a material having a very low viscosity property is selected so that it can be injected even in an extremely low temperature environment of −25 ° C. or lower. This is because the use of an acrylic resin that is generally excellent in curability at a low temperature overcomes the drawback that the epoxy resin known as a conventional adhesive for injection deteriorates in curability at 0 ° C. or lower.

しかし、一般的に低温での硬化性に優れるアクリル樹脂も低温で粘度が上昇する点、及びエポキシ樹脂に比べて硬化収縮率が高く空隙が生じて強度不足になるという点において問題がある。そこで、本実施形態に係る接着剤では、アクリル樹脂のなかでも低粘度のものを採用するとともに、主剤に所定の割合(例えば、主剤に対して10重量%程度)で細骨材を添加することとした。これにより、注入用接着剤の極低温環境下における硬化収縮率の低減を図り、後述のように硬化収縮率3%以下を達成した。   However, acrylic resins that are generally excellent in curability at low temperatures also have problems in that their viscosity increases at low temperatures and that their curing shrinkage is higher than that of epoxy resins, resulting in voids and insufficient strength. Therefore, in the adhesive according to this embodiment, an acrylic resin having a low viscosity is adopted, and a fine aggregate is added to the main agent at a predetermined ratio (for example, about 10% by weight with respect to the main agent). It was. As a result, the curing shrinkage rate of the injecting adhesive in a cryogenic environment was reduced, and a curing shrinkage rate of 3% or less was achieved as described later.

(細骨材)
本実施形態に係る接着剤では、充填材(フィラー)として細骨材を含有させて硬化収縮率の低減を図っている。本実施形態に係る接着剤では、細骨材として、滑石という鉱石を微粉砕した無機粉末からなる含水珪酸マグネシウムを主成分とするタルクが採用されている。勿論、細骨材は、例示したタルクに限られず、粘度調整が可能な無機物の微細粒成分であれば、適宜採用することができる。しかし、接着剤に細骨材としてタルクを所定量含有させることにより、極低温環境下における低粘度化と硬化収縮率の低減の二律背反関係にある両目標を同時に達成することができる。
(Fine aggregate)
In the adhesive according to the present embodiment, a fine aggregate is included as a filler (filler) to reduce the curing shrinkage rate. In the adhesive according to the present embodiment, talc mainly composed of hydrous magnesium silicate composed of inorganic powder obtained by finely pulverizing ore called talc is used as the fine aggregate. Of course, the fine aggregate is not limited to the exemplified talc, and any inorganic fine particle component capable of adjusting the viscosity can be used as appropriate. However, by including a predetermined amount of talc as a fine aggregate in the adhesive, it is possible to simultaneously achieve both goals that are in a trade-off relationship between lowering the viscosity and reducing the shrinkage of curing in an extremely low temperature environment.

(硬化剤)
本実施形態に係る接着剤では、ラジカル反応を開始させる硬化剤として、過酸化ベンゾイルなどの有機過酸化物が採用されている。硬化剤として採用可能なその他の化合物としては、メチルエチルケトンパーオキサイド等が挙げられる。
(Curing agent)
In the adhesive according to the present embodiment, an organic peroxide such as benzoyl peroxide is employed as a curing agent for initiating a radical reaction. Examples of other compounds that can be used as the curing agent include methyl ethyl ketone peroxide.

また、本実施形態に係る接着剤では、硬化剤は、主剤の重量に対して0.5%〜10.0%の割合で配合されている。   In the adhesive according to the present embodiment, the curing agent is blended at a ratio of 0.5% to 10.0% with respect to the weight of the main agent.

(促進剤)
本実施形態に係る接着剤では、促進剤として、アミン化合物が採用されている。促進剤として採用可能なその他の化合物としては、メチルエチルケトンオキシム等が挙げられる。
(Accelerator)
In the adhesive according to the present embodiment, an amine compound is employed as an accelerator. Examples of other compounds that can be used as the accelerator include methyl ethyl ketone oxime.

また、本実施形態に係る接着剤では、促進剤は、主剤の重量に対して0.5%〜8.0%の割合で配合されている。   Moreover, in the adhesive which concerns on this embodiment, the promoter is mix | blended in the ratio of 0.5%-8.0% with respect to the weight of a main ingredient.

なお、本実施形態に係る接着剤には、必要に応じて、前述の成分の他、酸化防止剤や光安定剤などの安定剤、帯電防止剤、可塑剤や難燃剤など改質剤等、種々の添加剤を添加してもよいことは云うまでもない。   In addition, in the adhesive according to this embodiment, if necessary, in addition to the above-mentioned components, stabilizers such as antioxidants and light stabilizers, antistatic agents, modifiers such as plasticizers and flame retardants, etc. It goes without saying that various additives may be added.

<接着剤の物性>
次に、本実施形態に係る接着剤の物性について説明する。前述の注入用接着剤とシール用接着剤の2種類の接着剤について、−25℃における粘度(mPa・s)、圧縮強度(N/mm2)、せん断強度(N/mm2)、及び引張強度(N/mm2)をそれぞれ測定し、次表にまとめた。
<Physical properties of adhesive>
Next, physical properties of the adhesive according to this embodiment will be described. About two types of adhesives, the above-mentioned adhesive for injection and adhesive for sealing, viscosity (mPa · s) at −25 ° C., compressive strength (N / mm 2 ), shear strength (N / mm 2 ), and tensile The strength (N / mm 2 ) was measured and summarized in the following table.

表1に示すように、本実施形態に係る2種類の接着剤は、−25℃の極低温環境下においても後述の接着剤注入工法に求められる接着剤の物性である圧縮強度60(N/mm2)、せん断強度10(N/mm2)、及び引張強度20(N/mm2)以上を達成している。また、注入用接着剤は、強度だけでなく、注入の際に必要な粘度3000(mPa・s)以下、さらに好ましくは、1500(mPa・s)以下も同時に達成している。 As shown in Table 1, the two types of adhesives according to the present embodiment have a compressive strength of 60 (N / N), which is a physical property of the adhesive required for the adhesive injection method described later even in an extremely low temperature environment of −25 ° C. mm 2 ), shear strength 10 (N / mm 2 ), and tensile strength 20 (N / mm 2 ) or more. In addition, the adhesive for injection achieves not only the strength but also a viscosity of 3000 (mPa · s) or less, more preferably 1500 (mPa · s) or less, which is necessary for injection.

また、建築物の補修用注入エポキシ樹脂の規格であるJIS A6024に基づいて、JIS K 6911の 5.19.1(成形材料)に規定する正四角柱の試験体を作成した。この試験体は、金型に充てんして、−25℃の試験室で7日間養生し、脱型したものを用いた。この試験体により、本実施形態に係る注入用接着剤の硬化収縮率を算出した。具体的には、JIS K 6833の 6.1.1(比重カップ法)により液比重を算出し、JIS K 7112の 5.1[A 法(水中置換法)]により固体比重を算出する。これらの算出した液比重及び固体非常から線収縮率である硬化収縮率を次式(1)により求めた。   In addition, based on JIS A6024, which is a standard for injecting epoxy resin for repairing buildings, a specimen of a regular square column specified in 5.19.1 (molding material) of JIS K 6911 was prepared. This test specimen was filled in a mold, cured in a test room at -25 ° C. for 7 days, and then removed from the mold. With this test body, the cure shrinkage rate of the injection adhesive according to the present embodiment was calculated. Specifically, the liquid specific gravity is calculated according to JIS K 6833 6.1.1 (specific gravity cup method), and the solid specific gravity is calculated according to JIS K 7112 5.1 [method A (submerged in water)]. The cure shrinkage rate, which is the linear shrinkage rate, was determined from the calculated liquid specific gravity and solid state according to the following equation (1).

ここで、S:硬化収縮率(%)、D1:液比重、D2:固体比重である。 Here, S: cure shrinkage rate (%), D 1 : liquid specific gravity, D 2 : solid specific gravity.

前記式(1)により算出すると、本実施形態に係る注入用接着剤の硬化収縮率Sは、2.97%であり、3%以下という基準を達成している。   When calculated by the formula (1), the curing shrinkage rate S of the adhesive for injection according to the present embodiment is 2.97%, which satisfies the standard of 3% or less.

[接着剤注入工法]
次に、本発明の実施形態に係る接着剤注入工法について説明する。本実施形態に係る接着剤注入工法は、コンクリートのひび割れに注入する接着剤注入工法と相違し、構造物と補強材との間の隙間が20mmを超えるような比較的厚い空間領域に接着剤を注入充填して一体化する工法である。また、本実施形態に係る接着剤注入工法は、寒冷地など−25℃以下となる極低温環境下において施工する場合に好適に適用される。
[Adhesive injection method]
Next, the adhesive injection method according to the embodiment of the present invention will be described. The adhesive injection method according to the present embodiment is different from the adhesive injection method that injects into cracks in concrete, and the adhesive is applied to a relatively thick space region in which the gap between the structure and the reinforcing material exceeds 20 mm. This is a method of injection filling and integration. In addition, the adhesive injection method according to the present embodiment is suitably applied in the case of construction in a cryogenic environment such as a cold region that is −25 ° C. or lower.

なお、構造物として鉄筋コンクリート構造物である既設のコンクリート床版1の底面に、鋼板2からなる補強材を接着して補強する場合を例示して説明する。図1は、本発明の実施形態に係る接着剤注入工法により接着剤を注入する隙間3を示す鉛直断面図であり、図2は、本実施形態に係る接着剤注入工法の各工程を示すフローチャートである。   In addition, the case where the reinforcing material which consists of a steel plate 2 is adhere | attached and reinforced is demonstrated to the bottom face of the existing concrete floor slab 1 which is a reinforced concrete structure as a structure, and is demonstrated. FIG. 1 is a vertical sectional view showing a gap 3 for injecting an adhesive by an adhesive injection method according to an embodiment of the present invention, and FIG. 2 is a flowchart showing each process of the adhesive injection method according to this embodiment. It is.

図1に示すように、本発明の実施形態に係る接着剤注入工法では、コンクリート床版1と鋼板2を間隔をあけて設置し、その隙間3に前述の注入用接着剤を注入してコンクリート床版1に鋼板2を接着して一体化し、補強する。勿論、構造物は、鉄筋コンクリート構造物に限られず、レンガなどの組積造の構造物など種々の構造物に適用することができる。また、補強材も鋼板などの鋼材に限られず、カーボンファイバーシートなど、鋼材以外の物にも適用することができる。   As shown in FIG. 1, in the adhesive injection method according to the embodiment of the present invention, a concrete floor slab 1 and a steel plate 2 are installed at an interval, and the aforementioned injection adhesive is injected into the gap 3 to provide concrete. A steel plate 2 is bonded to the floor slab 1 to be integrated and reinforced. Of course, the structure is not limited to a reinforced concrete structure, and can be applied to various structures such as masonry structures such as bricks. Further, the reinforcing material is not limited to a steel material such as a steel plate, and can be applied to an object other than the steel material such as a carbon fiber sheet.

(1)常温A液生成工程
先ず、図2に示すように、本実施形態に係る接着剤注入工法では、0℃以上となる常温環境下において、前述の主剤と硬化剤とを撹拌混合してこれらを含有するA液を生成する常温A液生成工程を行う。
(1) Room temperature A liquid production | generation process First, as shown in FIG. 2, in the adhesive agent injection construction method which concerns on this embodiment, the above-mentioned main ingredient and hardening | curing agent are stirred and mixed in the normal temperature environment used as 0 degreeC or more. A normal temperature A liquid production | generation process which produces | generates A liquid containing these is performed.

具体的には、本工程では、前述の主剤に、前述の硬化剤を主剤の重量に対して1.0%〜20.0%の割合で配合し、3分間程度撹拌機等で撹拌して前述の注入用接着剤及びシール用接着剤のA液をそれぞれ生成する。このとき、前述の細骨材を、主剤の重量に対して20%程度投入する。また、必要に応じて添加剤を添加してもよい。   Specifically, in this step, the above-mentioned curing agent is blended with the above-mentioned main agent at a ratio of 1.0% to 20.0% with respect to the weight of the main agent, and stirred with a stirrer for about 3 minutes. A liquids of the above-mentioned injection adhesive and sealing adhesive are respectively produced. At this time, about 20% of the fine aggregate is added to the weight of the main agent. Moreover, you may add an additive as needed.

ここで、常温環境下とは、水分が凍らない0℃以上で通常の地球上で想定される55℃以下の温度環境を指しており、本実施形態に係る接着剤注入工法を寒冷地で行う場合は、暖房が効いて温度が0℃以上となった室内において本工程を行う。   Here, the room temperature environment refers to a temperature environment of 0 ° C. or higher at which moisture does not freeze and 55 ° C. or lower that is assumed on a normal earth, and the adhesive injection method according to this embodiment is performed in a cold region. In this case, this step is performed in a room where heating is effective and the temperature is 0 ° C. or higher.

また、本実施形態に係る接着剤は、前述のように3成分反応硬化型の樹脂であり、主剤に硬化剤を混ぜるだけでは直ぐに硬化せず、7日程度の時間を要して徐々に硬化するものである。このため、本工程を寒冷地から遠く離れた温暖な地域の常温環境下で行い、生成したA液をペール缶等に入れて寒冷地まで搬送することもできる。   In addition, the adhesive according to the present embodiment is a three-component reaction curable resin as described above, and does not cure immediately by simply mixing the curing agent with the main agent, but gradually takes about 7 days. To do. For this reason, this process can be performed in a room temperature environment in a warm region far from the cold region, and the produced A liquid can be put in a pail can and transported to the cold region.

従来の接着剤注入工法では、硬化剤が一般的には、粉体であるため、極低温環境下では、主剤と均等に混合されず、硬化不良の原因となっていた。このため、接着剤注入工法が極低温環境下で用いられることはなかった。また、溶媒等に溶解させて液体となった硬化剤も存在するものの、極低温環境下では、溶媒がシャーベット状となってしまい、粉体の硬化剤と同様に均等に混合されないという問題は解消しなかった。しかし、本工程では、0℃以上となる常温環境下において、予め主剤と硬化剤を混合するので、硬化剤が主剤に均等に溶解さているため、硬化剤が均等に混合されていないことによる硬化不良のおそれを払拭することができる。   In the conventional adhesive injection method, since the curing agent is generally a powder, it is not evenly mixed with the main agent in a cryogenic environment, which causes a curing failure. For this reason, the adhesive injection method has not been used in a cryogenic environment. In addition, although there is a curing agent that is dissolved in a solvent to become a liquid, the problem that the solvent becomes a sherbet under a very low temperature environment and is not mixed equally like a powder curing agent is solved. I did not. However, in this process, since the main agent and the curing agent are mixed in advance in a normal temperature environment of 0 ° C. or higher, the curing agent is evenly dissolved in the main agent, so that the curing agent is not evenly mixed. The possibility of defects can be eliminated.

(2)シール工程
次に、図2、図3に示すように、本実施形態に係る接着剤注入工法では、極低温環境下において、後工程で注入用接着剤が漏れないようにコンクリート床版1と鋼板2との間の隙間3の周囲を前述のシール用接着剤4でシールするシール工程を行う。図3は、本実施形態に係る接着剤注入工法のシール工程を示す工程説明図である。
(2) Sealing Step Next, as shown in FIGS. 2 and 3, in the adhesive injection method according to the present embodiment, the concrete floor slab is used so that the injection adhesive does not leak in a post-process under a cryogenic environment. A sealing step of sealing the periphery of the gap 3 between 1 and the steel plate 2 with the above-described sealing adhesive 4 is performed. FIG. 3 is a process explanatory diagram illustrating a sealing process of the adhesive injection method according to the present embodiment.

具体的には、極低温環境下において、前工程で生成したシール用接着剤のA液に、主剤と促進剤とが混合されたB液を加え、3分間程度撹拌して前述のように、ダレを認めない程度のパテ状のシール用接着剤4を生成する。   Specifically, in a cryogenic environment, the B liquid in which the main agent and the accelerator are mixed is added to the A liquid of the sealing adhesive generated in the previous step, and the mixture is stirred for about 3 minutes as described above. A putty-like sealing adhesive 4 that does not allow sagging is produced.

そして、図3に示すように、鋼板2の端部に沿ってパテ状のシール用接着剤4で堰を作ってシールし、注入用接着剤5(図4参照)が漏れないようにする。   Then, as shown in FIG. 3, weirs are made with a putty-like sealing adhesive 4 along the end of the steel plate 2 and sealed so that the injection adhesive 5 (see FIG. 4) does not leak.

このように、本工程を行うことにより、後工程で低粘度の注入用接着剤5(図4参照)が漏れることなくコンクリート床版と鋼板との間に注入することができる。   Thus, by performing this step, the low viscosity injection adhesive 5 (see FIG. 4) can be injected between the concrete slab and the steel plate without leaking in the subsequent step.

(3)極低温接着剤生成工程
次に、図2に示すように、本実施形態に係る接着剤注入工法では、極低温環境下において、常温A液生成工程で生成した注入用接着剤のA液に、促進剤を含有する注入用接着剤のB液を加えて注入用接着剤を生成する極低温接着剤生成工程を行う。
(3) Cryogenic adhesive production process Next, as shown in FIG. 2, in the adhesive injection method according to the present embodiment, A of the injection adhesive produced in the normal temperature A liquid production process in a cryogenic environment. The cryogenic adhesive production | generation process which adds the B liquid of the injection adhesive containing a promoter to the liquid and produces | generates the injection adhesive is performed.

具体的には、本工程では、極低温環境下において、促進剤を主剤の重量に対して1.0%〜16.0%の割合で配合し、3分間程度撹拌機等で撹拌して注入用接着剤のB液を生成する。   Specifically, in this process, in a cryogenic environment, the accelerator is blended at a ratio of 1.0% to 16.0% with respect to the weight of the main agent, and stirred for 3 minutes with an agitator or the like. B liquid for adhesive is produced.

そして、極低温環境下において、常温A液生成工程で生成した注入用接着剤のA液に、本工程で生成したB液を加えて、さらに3分間程度撹拌して注入用接着剤を生成する。このとき、前述のように、本工程で生成された注入用接着剤は、極低温環境下においても粘度が1125(mPa・s)程度と、後工程で注入可能な粘度3000(mPa・s)を遙かに下回っている。   Then, in a cryogenic environment, the B liquid generated in this step is added to the A liquid of the injection adhesive generated in the normal temperature A liquid generating step, and further stirred for about 3 minutes to generate the injection adhesive. . At this time, as described above, the injection adhesive produced in this step has a viscosity of about 1125 (mPa · s) even in a cryogenic environment, and a viscosity of 3000 (mPa · s) that can be injected in a later step. Is far below.

なお、促進剤は極低温環境下においても液体であり、硬化剤と比べて均等に混合されないという問題は少ない。また、前述のように、実施形態に係る本工程では、主剤をA液とB液に半分に分けて混合するため、極低温環境下においても短時間で均等に混ぜ合わせることができる。   The accelerator is a liquid even in a cryogenic environment, and there is little problem that it is not mixed evenly compared with the curing agent. Further, as described above, in this step according to the embodiment, the main agent is divided into the A liquid and the B liquid in half, so that even in an extremely low temperature environment, they can be mixed evenly in a short time.

(4)極低温接着剤注入工程
次に、図2、図4に示すように、本実施形態に係る接着剤注入工法では、極低温環境下において、前工程で生成した注入用接着剤をコンクリート床版1と鋼板2との間の隙間3に注入する極低温接着剤注入工程を行う。図4は、本実施形態に係る接着剤注入工法の極低温接着剤注入工程を示す工程説明図である。
(4) Cryogenic adhesive injection process Next, as shown in FIGS. 2 and 4, in the adhesive injection method according to the present embodiment, the injection adhesive generated in the previous process is applied to concrete in a cryogenic environment. A cryogenic adhesive injection process for injecting into the gap 3 between the floor slab 1 and the steel plate 2 is performed. FIG. 4 is a process explanatory view showing a cryogenic adhesive injection process of the adhesive injection method according to the present embodiment.

具体的には、本工程では、極低温環境下において、前工程で生成した注入用接着剤5をポンプやスクイースポンプなどの注入装置で圧送して前シール工程でシールしたシール用接着剤4で囲まれたコンクリート床版1と鋼板2との間の隙間3に注入する。   Specifically, in this step, the sealing adhesive 4 is sealed in the previous sealing step by pumping the injection adhesive 5 generated in the previous step with an injection device such as a pump or a squeeze pump in a cryogenic environment. It injects into the gap 3 between the concrete floor slab 1 and the steel plate 2 surrounded by.

このとき、注入する注入用接着剤は、前述のように、粘度が1125(mPa・s)程度と前述の注入装置で注入可能な粘度3000(mPa・s)を遙かに下回っている。このため、極低温環境下においても空隙が形成されることなくコンクリート床版1と鋼板2との間に注入用接着剤5をスムーズに短時間で充填することができる。なお、空隙を形成することなく充填するためには、注入用接着剤の粘度は、1500(mPa・s)以下であることが好ましい。   At this time, as described above, the injection adhesive to be injected has a viscosity of about 1125 (mPa · s), which is much lower than the viscosity 3000 (mPa · s) that can be injected by the above-described injection device. For this reason, the adhesive 5 for injection | pouring can be smoothly filled between the concrete floor slab 1 and the steel plate 2 in a short time without a space | gap being formed also in a cryogenic environment. In order to fill without forming voids, the viscosity of the injection adhesive is preferably 1500 (mPa · s) or less.

以上説明した本実施形態に係る接着剤注入工法によれば、−25℃以下の例えば−30℃程度となる過酷な極低温環境下であっても、構造物であるコンクリート床版1と補強材である鋼板2を確実に一体化して補強することができる。また、このときA液生成時のみ暖房するだけで構造物全体を暖房する必要がなく、省エネルギーとなり、構造物の補強工事の施工費を低減することができる。   According to the adhesive injection method according to the present embodiment described above, the concrete floor slab 1 and the reinforcing material, which are structures, even in a severe cryogenic environment of -25 ° C or lower, for example, about -30 ° C. The steel plate 2 can be reliably integrated and reinforced. Further, at this time, it is not necessary to heat the entire structure only by heating only when the liquid A is generated, and it is possible to save energy and reduce the construction cost for the reinforcement work of the structure.

また、本実施形態に係る接着剤注入工法によれば、接着剤の主剤と促進剤を含有したものをB液として、A液と混合させるので、極低温環境下においても主剤と硬化剤と促進剤とを短時間で均等に混ぜ合わせることができる。このため、極低温環境下においても接着剤の品質が安定し、コンクリート床版1と鋼板2を確実に注入用接着剤5で一体化して補強することができる。   In addition, according to the adhesive injection method according to the present embodiment, since the liquid containing the main agent and the accelerator of the adhesive is mixed with the liquid A as the liquid B, the main agent, the curing agent and the accelerator are accelerated even in a cryogenic environment. The agent can be mixed evenly in a short time. For this reason, the quality of the adhesive is stable even in a cryogenic environment, and the concrete slab 1 and the steel plate 2 can be reliably integrated and reinforced with the adhesive 5 for injection.

その上、本実施形態に係る接着剤注入工法によれば、前述のように、極低温環境下において注入用接着剤5の硬化収縮率が3%以下となるので、硬化収縮率が高いアクリル樹脂を主剤とする接着剤でも空隙を発生させることなく、確実に一体化して補強することができる。また、本実施形態に係る接着剤注入工法によれば、極低温環境下における必要強度を確保することができ、更に構造物と補強材を確実に一体化して補強することができる。   In addition, according to the adhesive injection method according to the present embodiment, as described above, the curing shrinkage rate of the injection adhesive 5 is 3% or less in an extremely low temperature environment, so that the acrylic resin has a high cure shrinkage rate. Even an adhesive having a main component can be reliably integrated and reinforced without generating voids. In addition, according to the adhesive injection method according to the present embodiment, the necessary strength in a cryogenic environment can be ensured, and the structure and the reinforcing material can be reliably integrated and reinforced.

[効果確認試験]
次に、図5を用いて、本実施形態に係る接着剤注入工法による硬化後の接着剤の硬化状況及び充填状況を確認するために行った供試体の硬化切断試験について説明する。図5は、供試体の切断した鉛直断面を示す写真である。
[Effectiveness confirmation test]
Next, with reference to FIG. 5, a description will be given of a curing and cutting test of a specimen performed to confirm the curing state and filling state of the adhesive after curing by the adhesive injection method according to the present embodiment. FIG. 5 is a photograph showing a cut vertical section of the specimen.

コンクリート構造物の上に厚さ40mmの空隙を設け、そこに粗骨材を充填し、−30℃の極低温環境下で、前述の要領でシール用接着剤により空隙の周囲をシールした上、前述の注入用接着剤を注入して供試体を作成する。硬化後、供試体を切断し、接着剤の硬化収縮の有無、硬化不良個所の有無、充填状況を目視により確認した。   A gap of 40 mm in thickness is provided on the concrete structure, filled with coarse aggregate, and sealed around the gap with a sealing adhesive in the above-described manner under an extremely low temperature environment of −30 ° C. A specimen is prepared by injecting the above-mentioned injection adhesive. After curing, the specimen was cut, and the presence or absence of curing shrinkage of the adhesive, the presence or absence of poorly cured portions, and the filling state were visually confirmed.

図5に示すように、−30℃の極低温環境下でも接着剤の硬化部分に空隙は発見できなかった。よって、接着剤の硬化不良や硬化収縮もなく、空隙なく充填されていることが確認された。また、表1に示した各強度試験の結果を合せると、極低温環境下においても構造物と補強材を確実に一体化して補強できたといえる。   As shown in FIG. 5, no voids were found in the cured portion of the adhesive even under an extremely low temperature environment of −30 ° C. Thus, it was confirmed that the adhesive was filled without voids without poor curing or shrinkage of the adhesive. In addition, when the results of the strength tests shown in Table 1 are combined, it can be said that the structure and the reinforcing material were reliably integrated and reinforced even in a cryogenic environment.

以上、本発明の実施形態に係る接着剤注入工法及びそれに用いる接着剤について詳細に説明したが、前述した又は図示した実施形態は、いずれも本発明を実施するにあたって具体化した一実施形態を示したものに過ぎない。よって、これらによって本発明の技術的範囲が限定的に解釈されてはならないものである。   As described above, the adhesive injection method according to the embodiment of the present invention and the adhesive used therefor have been described in detail. However, each of the above-described or illustrated embodiments shows an embodiment embodied in carrying out the present invention. It is just a thing. Therefore, the technical scope of the present invention should not be limitedly interpreted by these.

本発明に係る接着剤注入工法及びそれに用いる接着剤は、寒冷地などの−25℃以下となる極低温環境下において、構造物と補強材を接着剤で一体化する接着剤注入工法を行う場合に好適に適用される。   The adhesive injection method according to the present invention and the adhesive used for the adhesive injection method are those in which the structure and the reinforcing material are integrated with the adhesive in an extremely low temperature environment of −25 ° C. or lower such as in a cold region. It is preferably applied to.

1 :コンクリート床版(構造物)
2 :鋼板(補強材)
3 :隙間(注入空間)
4 :シール用接着剤
5 :注入用接着剤
1: Concrete slab (structure)
2: Steel plate (reinforcing material)
3: Gap (injection space)
4: Adhesive for sealing 5: Adhesive for injection

Claims (6)

構造物と、この構造物を補強する補強材とを、これらの間に接着剤を注入して接着一体化する接着剤注入工法であって、
前記接着剤は、アクリル樹脂からなる主剤と、この主剤を硬化させる硬化剤と、この硬化剤の反応を促進する促進剤と、を備え、
0℃以上となる常温環境下において、前記主剤と前記硬化剤とを撹拌混合してこれらを含有するA液を生成する常温A液生成工程と、
−25℃以下となる極低温環境下において、前工程で生成した前記A液と、前記促進剤を含有するB液と、を混合させて、前記極低温環境下で粘度が3000mPa・s以下となる前記接着剤を生成する極低温接着剤生成工程と、
前記極低温環境下において、前工程で生成した前記接着剤をポンプやスクイースポンプなどの注入装置で前記構造物と前記補強材との間に注入する極低温接着剤注入工程と、を備えること
を特徴とする接着剤注入工法。
It is an adhesive injection method in which a structure and a reinforcing material that reinforces the structure are bonded and integrated by injecting an adhesive therebetween,
The adhesive comprises a main agent made of an acrylic resin, a curing agent that cures the main agent, and an accelerator that promotes the reaction of the curing agent,
In a normal temperature environment of 0 ° C. or more, a normal temperature A liquid generation step of stirring and mixing the main agent and the curing agent to generate A liquid containing them,
In a cryogenic environment of -25 ° C. or lower, the liquid A produced in the previous step and the liquid B containing the accelerator are mixed, and the viscosity is 3000 mPa · s or less in the cryogenic environment. A cryogenic adhesive production step for producing the adhesive,
A cryogenic adhesive injection step of injecting the adhesive generated in the previous step between the structure and the reinforcing material by an injection device such as a pump or a squeeze pump in the cryogenic environment. Adhesive injection method characterized by
前記極低温接着剤注入工程前に、アクリル樹脂からなる主剤と、この主剤を硬化させる硬化剤と、この硬化剤の反応を促進する促進剤と、を含有するシール用接着剤を用いて、前記極低温環境下において、前記接着剤が漏れないように前記構造物と前記補強材との間の周囲をシールするシール工程を有すること
を特徴とする請求項1に記載の接着剤注入工法。
Before the cryogenic adhesive injection step, using a sealing adhesive containing a main agent composed of an acrylic resin, a curing agent for curing the main agent, and an accelerator for promoting the reaction of the curing agent, The adhesive injection method according to claim 1, further comprising a sealing step of sealing a periphery between the structure and the reinforcing material so that the adhesive does not leak under a cryogenic environment.
前記極低温接着剤生成工程では、前記主剤と前記促進剤とを含有したものをB液として、前記A液と混合させること
を特徴とする請求項1又は2に記載の接着剤注入工法。
3. The adhesive injection method according to claim 1, wherein, in the cryogenic adhesive generation step, a liquid containing the main agent and the accelerator is mixed with the liquid A as the liquid B. 4.
前記極低温接着剤生成工程では、前記極低温環境下において前記接着剤の硬化収縮率が3%以下となるように、前記主剤に細骨材を混合させていること
を特徴とする請求項1ないし3のいずれかに記載の接着剤注入工法。
In the cryogenic adhesive generation step, fine aggregate is mixed with the main agent so that the curing shrinkage rate of the adhesive is 3% or less in the cryogenic environment. 4. The adhesive injection method according to any one of 3 to 3.
請求項1ないし4のいずれかに記載の接着剤注入工法に用いる接着剤であって、
アクリル樹脂からなる主剤と、この主剤を硬化させる硬化剤と、この硬化剤の反応を促進する促進剤と、を備え、
前記極低温環境下での粘度が3000mPa・s以下、且つ前記極低温環境下での硬化収縮率が3%以下であること
を特徴とする接着剤。
An adhesive used for the adhesive injection method according to any one of claims 1 to 4,
A main agent composed of an acrylic resin, a curing agent that cures the main agent, and an accelerator that accelerates the reaction of the curing agent,
An adhesive having a viscosity of 3000 mPa · s or less in the cryogenic environment and a cure shrinkage of 3% or less in the cryogenic environment.
前記極低温環境下における圧縮強度が60N/mm2以上、せん断強度が10N/mm2以上、及び引張強度が20N/mm2以上であること
を特徴とする請求項5に記載の接着剤。
The compressive strength in the cryogenic environment is 60 N / mm 2 or more, the shear strength is 10 N / mm 2 or more, and the tensile strength is 20 N / mm 2 or more.
JP2017092560A 2017-05-08 2017-05-08 Adhesive injection method and adhesive Pending JP2018188557A (en)

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JPH09184305A (en) * 1995-11-01 1997-07-15 Mitsubishi Rayon Co Ltd Repairing and reinforcing method of existent construction
JPH09250246A (en) * 1996-03-15 1997-09-22 Denki Kagaku Kogyo Kk Reinforcing method and reinforced structure for concrete construction
JPH09302053A (en) * 1996-05-14 1997-11-25 Denki Kagaku Kogyo Kk Cold-setting acrylic repair material for civil engineering and construction
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