JP2017186182A - Filler for concrete structure, concrete structure and manufacturing method therefor - Google Patents

Filler for concrete structure, concrete structure and manufacturing method therefor Download PDF

Info

Publication number
JP2017186182A
JP2017186182A JP2016074285A JP2016074285A JP2017186182A JP 2017186182 A JP2017186182 A JP 2017186182A JP 2016074285 A JP2016074285 A JP 2016074285A JP 2016074285 A JP2016074285 A JP 2016074285A JP 2017186182 A JP2017186182 A JP 2017186182A
Authority
JP
Japan
Prior art keywords
water
concrete structure
filler
dispersion
soluble organic
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.)
Granted
Application number
JP2016074285A
Other languages
Japanese (ja)
Other versions
JP6501724B2 (en
Inventor
武久 敢
Kan Takehisa
敢 武久
山本 卓司
Takuji Yamamoto
卓司 山本
松本 高志
Takashi Matsumoto
高志 松本
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.)
DIC Corp
Original Assignee
DIC Corp
Dainippon Ink and Chemicals 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 DIC Corp, Dainippon Ink and Chemicals Co Ltd filed Critical DIC Corp
Priority to JP2016074285A priority Critical patent/JP6501724B2/en
Priority to PCT/JP2017/002259 priority patent/WO2017169002A1/en
Publication of JP2017186182A publication Critical patent/JP2017186182A/en
Application granted granted Critical
Publication of JP6501724B2 publication Critical patent/JP6501724B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/10Clay
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/08Acids or salts thereof
    • C04B22/14Acids or salts thereof containing sulfur in the anion, e.g. sulfides
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/10Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B26/20Polyamides
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/60After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone of only artificial stone
    • C04B41/61Coating or impregnation
    • C04B41/62Coating or impregnation with organic materials
    • C04B41/63Macromolecular compounds

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Dispersion Chemistry (AREA)
  • Civil Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Sealing Material Composition (AREA)
  • Polymerisation Methods In General (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a filler for concrete structure excellent in workability, having fire retardancy and excellent in various physical properties such as wet surface adhesiveness and stretch/contraction followability, a concrete structure of which gaps is filled by the filler and a manufacturing method for obtaining them simply.SOLUTION: There is used a filler for concrete structure containing polymer hydrogel (A) having a three-dimensional network formed from a polymer of a water-soluble organic monomer and a water expansive clay mineral.SELECTED DRAWING: None

Description

本発明は、湿潤面付着性等の各種物性に優れるコンクリート構造体用充填材、コンクリート構造体、及びそれらの製造方法に関する。   The present invention relates to a filler for a concrete structure excellent in various physical properties such as wet surface adhesion, a concrete structure, and a method for producing the same.

従来、コンクリート構造物継目やひび割れに対し、各種の充填材が提案されてきた。しかしながら、複雑形状部や湿潤面では付着自体が難しく、また、構造物の季節変動による伸縮に追従できず、剥離、脆性破壊が生じる問題があった。   Conventionally, various fillers have been proposed for concrete structure joints and cracks. However, there is a problem that adhesion itself is difficult on a complicated shape portion or a wet surface, and it cannot follow expansion and contraction due to seasonal fluctuations of the structure, resulting in peeling and brittle fracture.

これらの問題に対し、長期間止水機能を維持し、かつ安価な止水材として、ベントナイト、熱可塑性樹脂、可塑剤、吸水性樹脂を主原料として配合して成形した止水材が提案されている(例えば、特許文献1参照。)。しかしながら、この止水材は湿潤面での付着性が不十分であることから、接着剤を必要とする問題や、複雑形状部への使用には不適である問題があった。   In response to these problems, a water-stopping material that has been molded by blending bentonite, thermoplastic resin, plasticizer, and water-absorbing resin as main raw materials has been proposed as an inexpensive water-stopping material that maintains a water-stop function for a long period of time. (For example, refer to Patent Document 1). However, since this water-stopping material has insufficient adhesion on the wet surface, there are problems that require an adhesive and are unsuitable for use in complex shapes.

そこで、作業性に優れ、複雑形状や湿潤面においても優れた付着性を発揮し得る充填材が求められていた。   Therefore, there has been a demand for a filler that is excellent in workability and can exhibit excellent adhesion even in complex shapes and wet surfaces.

特開2006−57275号公報JP 2006-57275 A

本発明が解決しようとする課題は、作業性に優れ、難燃性であり、湿潤面付着性、伸縮追従性等の各種物性に優れるコンクリート構造体用充填材、その充填材により間隙を充填されたコンクリート構造体、及びそれらの製造方法を提供することである。   The problem to be solved by the present invention is a filler for a concrete structure that is excellent in workability, flame retardant, and excellent in various physical properties such as wet surface adhesion and stretchability, and the gap is filled with the filler. It is to provide a concrete structure and a manufacturing method thereof.

本発明者等は、特定の高分子ヒドロゲルを含有するコンクリート構造体用充填材が、作業性に優れ、難燃性であり、湿潤面付着性、伸縮追従性等の各種物性に優れることを見出し、本発明を完成した。   The present inventors have found that a filler for a concrete structure containing a specific polymer hydrogel is excellent in workability, flame retardant, and excellent in various physical properties such as wet surface adhesion and stretchability. The present invention has been completed.

すなわち、本発明は、水溶性有機モノマーの重合体及び水膨潤性粘土鉱物により形成された三次元網目構造を有する高分子ヒドロゲル(A)を含有することを特徴とするコンクリート構造体用充填材を提供するものである。   That is, the present invention provides a filler for a concrete structure comprising a polymer hydrogel (A) having a three-dimensional network structure formed from a polymer of a water-soluble organic monomer and a water-swellable clay mineral. It is to provide.

本発明のコンクリート構造体用充填材は、作業性に優れ、難燃性であり、コンクリート湿潤面への付着性、伸縮追従性等の各種物性に優れることから、トンネル、道路、橋梁、軌道、ビル、護岸、上下水道等のコンクリート構造物の充填材として、また、それらの補修材として用いることができる。   The filler for a concrete structure of the present invention is excellent in workability, flame retardant, and excellent in various physical properties such as adhesion to a concrete wet surface, stretchable followability, tunnel, road, bridge, track, It can be used as a filler for concrete structures such as buildings, revetments, water supply and sewerage, and as a repair material for them.

本発明のコンクリート構造体用充填材は、水溶性有機モノマーの重合体及び水膨潤性粘土鉱物により形成された三次元網目構造を有する高分子ヒドロゲル(A)を含有するものである。   The filler for a concrete structure of the present invention contains a polymer hydrogel (A) having a three-dimensional network structure formed of a polymer of a water-soluble organic monomer and a water-swellable clay mineral.

前記高分子ヒドロゲル(A)の製造方法としては、簡便に三次元網目構造を有する高分子ヒドロゲルが得られることから、水溶性有機モノマーと、水膨潤性粘土鉱物と、重合開始剤と、水とを含む分散液(a)中で、水溶性有機モノマーを重合させる方法が好ましい。得られた水溶性有機モノマーの重合体は水膨潤性粘土鉱物ととともに三次元網目構造を形成し、前記高分子ヒドロゲル(A)の構成要素となる。   As the method for producing the polymer hydrogel (A), a polymer hydrogel having a three-dimensional network structure can be easily obtained, so that a water-soluble organic monomer, a water-swellable clay mineral, a polymerization initiator, water, A method of polymerizing a water-soluble organic monomer in the dispersion liquid (a) containing The obtained polymer of water-soluble organic monomer forms a three-dimensional network structure together with the water-swellable clay mineral and becomes a constituent element of the polymer hydrogel (A).

前記水溶性有機モノマーとしては、特に制限されないが、(メタ)アクリルアミド基を有するモノマー、(メタ)アクリロイルオキシ基を有するモノマー、ヒドロキシル基を有するアクリルモノマー等が挙げられる。   The water-soluble organic monomer is not particularly limited, and examples thereof include a monomer having a (meth) acrylamide group, a monomer having a (meth) acryloyloxy group, and an acrylic monomer having a hydroxyl group.

前記(メタ)アクリルアミド基を有するモノマーとしては、例えば、アクリルアミド、N,N−ジメチルアクリルアミド、N,N−ジエチルアクリルアミド、N−メチルアクリルアミド、N−エチルアクリルアミド、N−イソプロピルアクリルアミド、N−シクロプロピルアクリルアミド、N,N−ジメチルアミノプロピルアクリルアミド、N,N−ジエチルアミノプロピルアクリルアミド、アクリロイルモルフォリン、メタクリルアミド、N,N−ジメチルメタクリルアミド、N,N−ジエチルメタクリルアミド、N−メチルメタクリルアミド、N−エチルメタクリルアミド、N−イソプロピルメタクリルアミド、N−シクロプロピルメタクリルアミド、N,N−ジメチルアミノプロピルメタクリルアミド、N,N−ジエチルアミノプロピルメタクリルアミド等が挙げられる。   Examples of the monomer having a (meth) acrylamide group include acrylamide, N, N-dimethylacrylamide, N, N-diethylacrylamide, N-methylacrylamide, N-ethylacrylamide, N-isopropylacrylamide, and N-cyclopropylacrylamide. N, N-dimethylaminopropylacrylamide, N, N-diethylaminopropylacrylamide, acryloylmorpholine, methacrylamide, N, N-dimethylmethacrylamide, N, N-diethylmethacrylamide, N-methylmethacrylamide, N-ethyl Methacrylamide, N-isopropylmethacrylamide, N-cyclopropylmethacrylamide, N, N-dimethylaminopropylmethacrylamide, N, N-diethylaminopropylene Methacrylamide, and the like.

前記(メタ)アクリロイルオキシ基を有するモノマーとしては、例えば、メトキシエチルアクリレート、エトキシエチルアクリレート、メトキシエチルメタクリレート、エトキシエチルメタクリレート、メトキシメチルアクリレート、エトキシメチルアクリレート等が挙げられる。   Examples of the monomer having a (meth) acryloyloxy group include methoxyethyl acrylate, ethoxyethyl acrylate, methoxyethyl methacrylate, ethoxyethyl methacrylate, methoxymethyl acrylate, and ethoxymethyl acrylate.

前記ヒドロキシル基を有するアクリルモノマーとしては、例えば、ヒドロキシエチルアクリレート、ヒドロキシエチルメタクリレート等が挙げられる。   Examples of the acrylic monomer having a hydroxyl group include hydroxyethyl acrylate and hydroxyethyl methacrylate.

これらの中でも、溶解性及び得られる高分子ヒドロゲルの物性の観点から、(メタ)アクリルアミド基を有するモノマーを用いることが好ましく、アクリルアミド、N,N−ジメチルアクリルアミド、N,N−ジエチルアクリルアミド、N−イソプロピルアクリルアミド、アクリロイルモルフォリンを用いることがより好ましく、N,N−ジメチルアクリルアミド、アクリロイルモルフォリンを用いることがさらに好ましく、重合が進行しやすい観点から、N,N−ジメチルアクリルアミドが特に好ましい。   Among these, from the viewpoint of solubility and physical properties of the resulting polymer hydrogel, it is preferable to use a monomer having a (meth) acrylamide group, and acrylamide, N, N-dimethylacrylamide, N, N-diethylacrylamide, N- Isopropyl acrylamide and acryloyl morpholine are more preferable, N, N-dimethyl acrylamide and acryloyl morpholine are more preferable, and N, N-dimethyl acrylamide is particularly preferable from the viewpoint of easy polymerization.

なお、上述の水溶性有機モノマーは単独で用いても、2種以上を組み合わせて用いてもよい。   The above water-soluble organic monomers may be used alone or in combination of two or more.

前記分散液(a)中の水溶性有機モノマーの含有量は、1〜50質量%であることが好ましく、5〜30質量%であることがより好ましい。水溶性有機モノマーの含有量が1質量%以上であると、力学物性に優れるヒドロゲルを得ることができることから好ましい。一方、水溶性有機モノマーの含有量が50質量%以下であると、分散液の調製が容易にできることから好ましい。   The content of the water-soluble organic monomer in the dispersion (a) is preferably 1 to 50% by mass, and more preferably 5 to 30% by mass. When the content of the water-soluble organic monomer is 1% by mass or more, a hydrogel having excellent mechanical properties can be obtained. On the other hand, when the content of the water-soluble organic monomer is 50% by mass or less, it is preferable because the dispersion can be easily prepared.

前記水膨潤性粘土鉱物は、上記水溶性有機モノマーの重合体とともに三次元網目構造を形成し、高分子ヒドロゲルの構成要素となる。   The water-swellable clay mineral forms a three-dimensional network structure with the polymer of the water-soluble organic monomer and becomes a constituent element of the polymer hydrogel.

水膨潤性粘土鉱物としては、特に制限されないが、水膨潤性スメクタイト、水膨潤性雲母等が挙げられる。   The water-swellable clay mineral is not particularly limited, and examples thereof include water-swellable smectite and water-swellable mica.

前記水膨潤性スメクタイトとしては、例えば、水膨潤性ヘクトライト、水膨潤性モンモリロナイト、水膨潤性サポナイト等が挙げられる。   Examples of the water-swellable smectite include water-swellable hectorite, water-swellable montmorillonite, and water-swellable saponite.

前記水膨潤性雲母としては、例えば、水膨潤性合成雲母等が挙げられる。   Examples of the water-swellable mica include water-swellable synthetic mica.

これらの中でも、分散液の安定性の観点から、水膨潤性ヘクトライト、水膨潤性モンモリロナイトを用いることが好ましく、水膨潤性ヘクトライトを用いることがより好ましい。   Among these, from the viewpoint of the stability of the dispersion, water-swellable hectorite and water-swellable montmorillonite are preferably used, and water-swellable hectorite is more preferably used.

前記水膨潤性粘土鉱物は、天然由来のもの、合成されたもの、および表面を修飾されたものを用いることもできる。表面を修飾された水膨潤性粘土鉱物としては、例えば、ピロリン酸添加合成ヘクトライト、フッ素変性合成ヘクトライト等が挙げられる。   As the water-swellable clay mineral, naturally-derived, synthesized, and surface-modified ones can be used. Examples of the water-swellable clay mineral whose surface is modified include pyrophosphoric acid-added synthetic hectorite, fluorine-modified synthetic hectorite, and the like.

なお、上述の水膨潤性粘土鉱物は単独で用いても、2種以上を組み合わせて用いてもよい。   In addition, the above-mentioned water-swellable clay mineral may be used alone or in combination of two or more.

前記分散液(a)中の水膨潤性粘土鉱物の含有量は、1〜20質量%であることが好ましく、2〜10質量%であることがより好ましい。水膨潤性粘土鉱物の含有量が1質量%以上であると、力学物性に優れるヒドロゲルを合成できることから好ましい。一方、水膨潤性粘土鉱物の含有量が20質量%以下であると、分散液の調製が容易にできることから好ましい。   The content of the water-swellable clay mineral in the dispersion (a) is preferably 1 to 20% by mass, and more preferably 2 to 10% by mass. When the content of the water-swellable clay mineral is 1% by mass or more, a hydrogel having excellent mechanical properties can be synthesized. On the other hand, it is preferable that the content of the water-swellable clay mineral is 20% by mass or less because the dispersion can be easily prepared.

前記重合開始剤としては、特に制限されないが、水溶性の過酸化物、水溶性のアゾ化合物等が挙げられる。   The polymerization initiator is not particularly limited, and examples thereof include water-soluble peroxides and water-soluble azo compounds.

前記水溶性の過酸化物としては、例えば、ペルオキソ二硫酸カリウム、ペルオキソ二硫酸アンモニウム、ペルオキソ二硫酸ナトリウム、t−ブチルヒドロペルオキシド等が挙げられる。   Examples of the water-soluble peroxide include potassium peroxodisulfate, ammonium peroxodisulfate, sodium peroxodisulfate, and t-butyl hydroperoxide.

前記水溶性のアゾ化合物としては、2,2’−アゾビス(2−メチルプロピオンアミジン)2塩酸塩、4,4’−アゾビス(4−シアノバレリン酸)等が挙げられる。   Examples of the water-soluble azo compound include 2,2'-azobis (2-methylpropionamidine) dihydrochloride, 4,4'-azobis (4-cyanovaleric acid), and the like.

これらの中でも、水膨潤性粘土鉱物との相互作用の観点から、水溶性の過酸化物を用いることが好ましく、ペルオキソ二硫酸カリウム、ペルオキソ二硫酸アンモニウム、ペルオキソ二硫酸ナトリウムを用いることがより好ましく、ペルオキソ二硫酸カリウム、ペルオキソ二硫酸アンモニウムを用いることがさらに好ましい。   Among these, from the viewpoint of interaction with the water-swellable clay mineral, it is preferable to use a water-soluble peroxide, more preferably potassium peroxodisulfate, ammonium peroxodisulfate, or sodium peroxodisulfate, More preferably, potassium disulfate and ammonium peroxodisulfate are used.

なお、上述の重合開始剤は単独で用いても、2種以上を組み合わせて用いてもよい。   In addition, the above-mentioned polymerization initiator may be used independently or may be used in combination of 2 or more type.

前記分散液(a)中の前記水溶性有機モノマーに対する前記重合開始剤のモル比(重合開始剤/水溶性有機モノマー)は、好ましくは0.01以上であり、より好ましくは0.02〜0.1であり、さらに好ましくは0.04〜0.1である。   The molar ratio of the polymerization initiator to the water-soluble organic monomer in the dispersion (a) (polymerization initiator / water-soluble organic monomer) is preferably 0.01 or more, more preferably 0.02 to 0. .1 and more preferably 0.04 to 0.1.

前記分散液(a)中の重合開始剤の含有量は、0.1〜10質量%であることが好ましく、0.2〜10質量%であることがより好ましい。重合開始剤の含有量が0.1質量%以上であると、空気雰囲気下でも有機モノマーの重合が可能となることから好ましい。一方、重合開始剤の含有量が10質量%以下であると、分散液が重合前に凝集せずに使用することができて、取扱性が向上することから好ましい。   The content of the polymerization initiator in the dispersion (a) is preferably 0.1 to 10% by mass, and more preferably 0.2 to 10% by mass. It is preferable that the content of the polymerization initiator is 0.1% by mass or more because the organic monomer can be polymerized even in an air atmosphere. On the other hand, when the content of the polymerization initiator is 10% by mass or less, the dispersion can be used without agglomeration before polymerization, which is preferable because handling properties are improved.

前記分散液(a)は、水溶性有機モノマー、水膨潤性粘土鉱物、重合開始剤、及び水を含有するが、必要に応じて、有機溶媒、触媒、有機架橋剤、防腐剤、増粘剤等をさらに含んでいてもよい。   The dispersion (a) contains a water-soluble organic monomer, a water-swellable clay mineral, a polymerization initiator, and water, and if necessary, an organic solvent, a catalyst, an organic crosslinking agent, a preservative, and a thickener. Etc. may be further included.

前記有機溶媒としては、メタノール、エタノール、プロパノール、イソプロピルアルコール、1−ブタノール等のアルコール化合物;エチルエーテル、エチレングリコールモノエチルエーテル等のエーテル化合物;ジメチルホルムアミド、N−メチルピロリドン等のアミド化合物;アセトン、メチルエチルケトン等のケトン化合物などが挙げられる。   Examples of the organic solvent include alcohol compounds such as methanol, ethanol, propanol, isopropyl alcohol, and 1-butanol; ether compounds such as ethyl ether and ethylene glycol monoethyl ether; amide compounds such as dimethylformamide and N-methylpyrrolidone; acetone, Examples thereof include ketone compounds such as methyl ethyl ketone.

これらの中でも、水膨潤性粘土鉱物の分散性の観点から、アルコール化合物を用いることが好ましく、メタノール、エタノール、n−プロピルアルコール、イソプロピルアルコールを用いることがより好ましく、メタノール、エタノールを用いることがさらに好ましい。   Among these, from the viewpoint of the dispersibility of the water-swellable clay mineral, it is preferable to use an alcohol compound, more preferably methanol, ethanol, n-propyl alcohol, or isopropyl alcohol, and even more preferably methanol or ethanol. preferable.

なお、これらの有機溶媒は単独で用いても、2種以上を組み合わせて用いてもよい。   In addition, these organic solvents may be used independently or may be used in combination of 2 or more type.

前記触媒は、水溶性有機モノマーを重合する際に、重合速度を増大させる機能を有する。   The catalyst has a function of increasing the polymerization rate when the water-soluble organic monomer is polymerized.

前記触媒としては、特に制限されないが、3級アミン化合物、チオ硫酸塩、アスコルビン酸類等が挙げられる。   Although it does not restrict | limit especially as said catalyst, A tertiary amine compound, thiosulfate, ascorbic acid, etc. are mentioned.

前記3級アミン化合物としては、例えば、N,N,N’,N’−テトラメチルエチレンジアミン、3−ジメチルアミノプロピオニトリル等が挙げられる。   Examples of the tertiary amine compound include N, N, N ′, N′-tetramethylethylenediamine, 3-dimethylaminopropionitrile and the like.

前記チオ硫酸塩としては、例えば、チオ硫酸ナトリウム、チオ硫酸アンモニウム等が挙げられる。   Examples of the thiosulfate include sodium thiosulfate and ammonium thiosulfate.

前記アスコルビン酸類としては、例えば、L−アスコルビン酸、L−アスコルビン酸ナトリウム等が挙げられる。   Examples of the ascorbic acids include L-ascorbic acid and sodium L-ascorbate.

これらの中でも、分散液の安定性の観点から、3級アミン化合物を用いることが好ましく、N,N,N’,N’−テトラメチルエチレンジアミンを用いることがより好ましい。   Among these, from the viewpoint of the stability of the dispersion, a tertiary amine compound is preferably used, and N, N, N ′, N′-tetramethylethylenediamine is more preferably used.

なお、上述の触媒は単独で用いても、2種以上を組み合わせて用いてもよい。   In addition, the above-mentioned catalyst may be used independently or may be used in combination of 2 or more type.

触媒を用いる場合における前記分散液(a)中の触媒の含有量は、0.01〜1質量%であることが好ましく、0.05〜0.5質量%であることがより好ましい。触媒の含有量が0.01質量%以上であると、得られるヒドロゲルの有機モノマーの合成を効率よく促進できることから好ましい。一方、触媒の含有量が1質量%以下であると、分散液が重合前に凝集せずに使用することができて、取扱性が向上することから好ましい。   In the case of using a catalyst, the content of the catalyst in the dispersion (a) is preferably 0.01 to 1% by mass, and more preferably 0.05 to 0.5% by mass. The catalyst content of 0.01% by mass or more is preferable because the synthesis of the organic monomer of the resulting hydrogel can be efficiently promoted. On the other hand, the catalyst content of 1% by mass or less is preferable because the dispersion can be used without agglomeration before polymerization, and handling properties are improved.

前記分散液(a)の調製方法としては、例えば、水溶性有機モノマー、水膨潤性粘土鉱物、重合開始剤、水等を一括で混合する方法;水溶性有機モノマーを含有する分散液(a1)と重合開始剤を含有する溶液(a2)とを別の分散液又は溶液として調製し、使用直前に混合する多液混合方法等が挙げられるが、分散性、保存安定性、粘度制御等の観点から、多液混合方法が好ましい。   As a method for preparing the dispersion (a), for example, a method in which a water-soluble organic monomer, a water-swellable clay mineral, a polymerization initiator, water and the like are mixed together; a dispersion (a1) containing a water-soluble organic monomer And a solution containing the polymerization initiator (a2) as a separate dispersion or solution, and a multi-liquid mixing method in which the solution is mixed immediately before use are included. From the viewpoint of dispersibility, storage stability, viscosity control, etc. Therefore, a multi-liquid mixing method is preferable.

前記水溶性有機モノマーを含有する分散液(a1)としては、例えば、水溶性有機モノマー及び水膨潤性粘土鉱物を混合した分散液等が挙げられる。   Examples of the dispersion (a1) containing the water-soluble organic monomer include a dispersion obtained by mixing a water-soluble organic monomer and a water-swellable clay mineral.

前記重合開始剤を含有する溶液(a2)としては、例えば、重合開始剤と水とを混合した水溶液等が挙げられる。   As a solution (a2) containing the said polymerization initiator, the aqueous solution etc. which mixed the polymerization initiator and water are mentioned, for example.

前記高分子ヒドロゲルは、前記分散液(a)中で、水溶性有機モノマーを重合させることにより得られるが、重合方法については、特に制限されず、公知の方法によって行うことができる。具体的には、加熱や紫外線照射によるラジカル重合、レドックス反応を利用したラジカル重合等が挙げられる。   The polymer hydrogel can be obtained by polymerizing a water-soluble organic monomer in the dispersion (a), but the polymerization method is not particularly limited and can be performed by a known method. Specific examples include radical polymerization by heating or ultraviolet irradiation, radical polymerization using a redox reaction, and the like.

重合温度としては、10〜80℃であることが好ましく、20〜80℃であることがより好ましい。重合温度が10℃以上であると、ラジカル反応が連鎖的に進行できることから好ましい。一方、重合温度が80℃以下であると、分散液中に含まれる水が沸騰せずに重合できることから好ましい。   As superposition | polymerization temperature, it is preferable that it is 10-80 degreeC, and it is more preferable that it is 20-80 degreeC. A polymerization temperature of 10 ° C. or higher is preferred because radical reactions can proceed in a chain manner. On the other hand, when the polymerization temperature is 80 ° C. or less, it is preferable because water contained in the dispersion can be polymerized without boiling.

重合時間としては、重合開始剤や触媒の種類によって異なるが、数十秒〜24時間の間で実施される。特に、加熱やレドックスを利用するラジカル重合の場合は、1〜24時間であることが好ましく、5〜24時間であることがより好ましい。重合時間が1時間以上であると、水膨潤性粘土鉱物と水溶性有機モノマーの重合物が三次元網目を形成できることから好ましい。一方、重合反応は24時間以内にほぼ完了するので、重合時間は24時間以下が好ましい。   The polymerization time varies depending on the kind of the polymerization initiator and the catalyst, but is carried out for several tens of seconds to 24 hours. In particular, in the case of radical polymerization utilizing heating or redox, it is preferably 1 to 24 hours, more preferably 5 to 24 hours. A polymerization time of 1 hour or longer is preferable because a polymer of a water-swellable clay mineral and a water-soluble organic monomer can form a three-dimensional network. On the other hand, since the polymerization reaction is almost completed within 24 hours, the polymerization time is preferably 24 hours or less.

本発明のコンクリート構造体用充填材の製造方法としては、複雑形状部等にも容易に充填することができ、土木工事現場や建築工事現場等での作業性がより向上することから、前記分散液(a)をコンクリート構造体の間隙に注入し、間隙内で前記高分子ヒドロゲル(A)を生成させる方法が好ましい。   As a method for producing a filler for a concrete structure according to the present invention, it is possible to easily fill a complicated shape portion and the like, and the workability at a civil engineering construction site or a building construction site is further improved. A method in which the liquid (a) is injected into the gaps in the concrete structure and the polymer hydrogel (A) is produced in the gaps is preferred.

本発明のコンクリート構造体用充填材は、コンクリートとの親和性により毛細管現象で多孔質に入り密着する。また、湿潤面では、その高い吸水性から濃度勾配を平準化するように多孔質に入り密着すると考えられる。   The filler for a concrete structure of the present invention enters and adheres to a porous layer by a capillary phenomenon due to its affinity with concrete. Further, on the wet surface, it is considered that the porous surface enters and adheres so as to level the concentration gradient due to its high water absorption.

本発明のコンクリート構造体用充填材は、作業性に優れ、難燃性であり、コンクリート湿潤面への付着性、伸縮追従性等の各種物性に優れることから、トンネル、道路、橋梁、軌道、ビル、護岸、上下水道等のコンクリート構造物の充填材として、また、それらの補修材として用いることができる。   The filler for a concrete structure of the present invention is excellent in workability, flame retardant, and excellent in various physical properties such as adhesion to a concrete wet surface, stretchable followability, tunnel, road, bridge, track, It can be used as a filler for concrete structures such as buildings, revetments, water supply and sewerage, and as a repair material for them.

以下に本発明を具体的な実施例を挙げてより詳細に説明する。   Hereinafter, the present invention will be described in more detail with reference to specific examples.

(実施例1:コンクリート構造体用充填材(1)の作製及び評価)
純水100g中に、N,N−ジメチルアクリルアミド(KJケミカルズ株式会社製)10g、水膨潤性合成ヘクトライト(ビックケミー・ジャパン株式会社製、「ラポナイトXLG」)1.6gを混合攪拌して分散液(a1−1)を調製した。また純水100g中に、ペルオキソ二硫酸カリウム(以下、「KPS」と略記する。)5gを混合攪拌してKPS水溶液(a2−1)を調製した。
次いで、分散液(a1−1)とKPS水溶液(a2−1)との質量比[(a1−1)/(a1−2)]が10となるように混合し、分散液(a−1)を得た。
(Example 1: Production and evaluation of filler for concrete structure (1))
In 100 g of pure water, 10 g of N, N-dimethylacrylamide (manufactured by KJ Chemicals Co., Ltd.) and 1.6 g of water-swellable synthetic hectorite (manufactured by Big Chemie Japan Co., Ltd., “Laponite XLG”) are mixed and stirred. (A1-1) was prepared. Further, 5 g of potassium peroxodisulfate (hereinafter abbreviated as “KPS”) was mixed and stirred in 100 g of pure water to prepare an aqueous KPS solution (a2-1).
Next, the dispersion liquid (a1-1) and the KPS aqueous solution (a2-1) were mixed so that the mass ratio [(a1-1) / (a1-2)] was 10, and the dispersion liquid (a-1) Got.

[湿潤面付着性の評価]
コンクリート普通平板(JIS A 5371)60×300×300mmを水に24時間浸漬し、表面の水滴のみを拭き取った後、上記で得られた分散液(a−1)を3kg/m塗布し、23℃、湿度50%の環境下で1週間養生し、コンクリート構造体用充填材(1)を得た後に、25mm幅にコンクリート構造体用充填材(1)をカットし、180°の方向に充填材を引っ張った際の充填材の状態により湿潤面付着性を下記の基準に従って評価した。
○:凝集破壊もしくは下地破壊
×:層間剥離
[Evaluation of wet surface adhesion]
After immersing 60 × 300 × 300 mm of concrete flat plate (JIS A 5371) in water for 24 hours and wiping off only the water droplets on the surface, 3 kg / m 2 of the dispersion (a-1) obtained above was applied, After curing for one week in an environment of 23 ° C. and 50% humidity to obtain a concrete structure filler (1), the concrete structure filler (1) is cut to a width of 25 mm in the direction of 180 °. The wet surface adhesion was evaluated according to the following criteria depending on the state of the filler when the filler was pulled.
○: Cohesive failure or substrate failure ×: Delamination

[伸縮追従性の評価]
上記で得られた分散液(a−1)を用いて、JIS A 1439の5.17の「耐久性試験」における目地幅の拡大・縮小を実施した。変形率±20%、繰返し回数3,650回を行い、剥離・破断を確認し、コンクリート構造体用充填材(1)について、下記の基準により伸縮追従性を評価した。
○:剥離・破断なし
×:剥離あり、もしくは破断あり
[Evaluation of stretchability]
Using the dispersion liquid (a-1) obtained above, the joint width was expanded / reduced in “Durability Test” of 5.17 of JIS A 1439. The deformation rate was ± 20%, the number of repetitions was 3,650 times, peeling / breaking was confirmed, and the stretchability of the filler for concrete structures (1) was evaluated according to the following criteria.
○: No peeling / breaking ×: Peeling or breaking

[難燃性の評価]
上記で得られた分散液(a−1)を厚み1mmの容器に注入して、20℃で重合を行い、厚み1mmのシート状のコンクリート構造体用充填材(1)を得た。このコンクリート構造体用充填材(1)について、UL規格のUL94HBクラスの試験方法に準じ、30秒間接炎し、下記の基準に従い評価した。
〇:燃焼しなかった
×:燃焼した
[Evaluation of flame retardancy]
The dispersion (a-1) obtained above was poured into a 1 mm thick container and polymerized at 20 ° C. to obtain a 1 mm thick sheet-like filler for concrete structures (1). This concrete structure filler (1) was subjected to an indirect flame for 30 seconds in accordance with the UL standard UL94HB class test method and evaluated according to the following criteria.
○: Not burned ×: Burned

(実施例2:コンクリート構造体用充填材(2)の製造及び評価)
純水100g中に、N,N−ジメチルアクリルアミド(KJケミカルズ株式会社製)10g、水膨潤性合成ヘクトライト(ビックケミー・ジャパン株式会社製、「ラポナイトXLG」)4gを混合攪拌して分散液(a1−2)を調製した。また純水100g中に、ペルオキソ二硫酸カリウム(KPS)5gを混合攪拌してKPS水溶液((a2−2)を調製した。
次いで、分散液(a1−2)とKPS水溶液(a2−2)との質量比[(a1−2)/(a2−2)]が10となるように混合し、分散液(2)を得た。
(Example 2: Production and evaluation of filler for concrete structure (2))
In 100 g of pure water, 10 g of N, N-dimethylacrylamide (manufactured by KJ Chemicals Co., Ltd.) and 4 g of water-swellable synthetic hectorite (manufactured by Big Chemie Japan Co., Ltd., “Laponite XLG”) are mixed and stirred to obtain a dispersion (a1 -2) was prepared. Further, 5 g of potassium peroxodisulfate (KPS) was mixed and stirred in 100 g of pure water to prepare a KPS aqueous solution ((a2-2)).
Subsequently, the dispersion liquid (a1-2) and the KPS aqueous solution (a2-2) are mixed so that the mass ratio [(a1-2) / (a2-2)] is 10 to obtain the dispersion liquid (2). It was.

実施例1で用いた分散液(a−1)を分散液(a−2)に変更した以外は、実施例1と同様にコンクリート構造体用充填材(2)を製造し、各評価を行った。   A concrete structure filler (2) is produced in the same manner as in Example 1 except that the dispersion (a-1) used in Example 1 is changed to the dispersion (a-2), and each evaluation is performed. It was.

(比較例1)
実施例1で用いた分散液(a−1)を、JIS A5758を満足する2成分系シリコーン系シーリング材(セメダイン株式会社製「PM700LMG」)に変更した以外は、実施例1と同様に各評価を行った。
(Comparative Example 1)
Each evaluation was performed in the same manner as in Example 1 except that the dispersion liquid (a-1) used in Example 1 was changed to a two-component silicone sealant (“PM700LMG” manufactured by Cemedine Co., Ltd.) that satisfies JIS A5758. Went.

(比較例2)
実施例1で用いた分散液(a−1)を、加水反応型の一液発泡ウレタン(日本TACCS協会「TACCS工法 構造物止水用グレードCR−020NF」)に変更した以外は、実施例1と同様に各評価を行った。
(Comparative Example 2)
Example 1 except that the dispersion liquid (a-1) used in Example 1 was changed to a water-reacting one-component foamed urethane (Japan TACCS Association “TACCS method for structural waterstop grade CR-020NF”). Each evaluation was performed in the same manner as above.

(比較例3)
実施例1で用いた分散液(a−1)を、JIS A6024を満足するエポキシ樹脂(コニシ株式会社製「ボンドE206」)に変更した以外は、実施例1と同様に各評価を行った。
(Comparative Example 3)
Each evaluation was performed in the same manner as in Example 1 except that the dispersion liquid (a-1) used in Example 1 was changed to an epoxy resin satisfying JIS A6024 (“Bond E206” manufactured by Konishi Co., Ltd.).

上記で得られた各評価結果を表1に示す。   Each evaluation result obtained above is shown in Table 1.

Figure 2017186182
Figure 2017186182

実施例1及び2の本発明のコンクリート構造体用充填材は、湿潤面付着性、伸縮追従性及び難燃性に優れることが確認された。   It was confirmed that the fillers for concrete structures of Examples 1 and 2 of the present invention are excellent in wet surface adhesion, stretchability and flame retardancy.

一方、比較例1は充填材として、2成分系シリコーン系シーリング材を使用した例であるが、湿潤面付着性が不十分であり、難燃性に劣ることが確認された。   On the other hand, Comparative Example 1 is an example in which a two-component silicone sealant was used as a filler, but it was confirmed that the wet surface adhesion was insufficient and the flame retardancy was poor.

比較例2は充填材として、加水反応型の一液発泡ウレタンを使用した例であるが、伸縮追従性が不十分であり、難燃性に劣ることが確認された。   Although the comparative example 2 is an example which uses the water-reaction type one-component foaming urethane as a filler, it was confirmed that the stretchable followability is insufficient and the flame retardancy is inferior.

比較例3は充填材として、エポキシ樹脂を使用した例であるが、伸縮追従性が不十分であり、難燃性に劣ることが確認された。   Although the comparative example 3 is an example which uses an epoxy resin as a filler, it was confirmed that expansion / contraction followability is inadequate and incombustibility is inferior.

本発明のコンクリート構造体用充填材の製造方法としては、複雑形状部等にも容易に充填することができ、土木工事現場や建築工事現場等での作業性がより向上することから、前記分散液(a)をコンクリート構造の間隙に注入し、間隙内で前記高分子ヒドロゲル(A)を生成させる方法が好ましい。

As a method for producing a filler for a concrete structure according to the present invention, it is possible to easily fill a complicated shape portion and the like, and the workability at a civil engineering construction site or a building construction site is further improved. liquid (a) is injected into the space of the concrete structure, a method of producing the polymer hydrogel (a) in the gap is preferred.

Claims (5)

水溶性有機モノマーの重合体及び水膨潤性粘土鉱物により形成された三次元網目構造を有する高分子ヒドロゲル(A)からなることを特徴とするコンクリート構造体用充填材。   A filler for a concrete structure comprising a polymer hydrogel (A) having a three-dimensional network structure formed of a polymer of a water-soluble organic monomer and a water-swellable clay mineral. 前記高分子ヒドロゲル(A)が、水溶性有機モノマー、水膨潤性粘土鉱物、重合開始剤、及び水を必須原料とするものである請求項1記載のコンクリート構造体用充填材。   The filler for a concrete structure according to claim 1, wherein the polymer hydrogel (A) comprises a water-soluble organic monomer, a water-swellable clay mineral, a polymerization initiator, and water as essential raw materials. 請求項1又は2記載のコンクリート構造体用充填材により間隙を充填されたことを特徴とするコンクリート構造体。   A concrete structure having a gap filled with the concrete structure filler according to claim 1. 前記高分子ヒドロゲル(A)を、コンクリート構造体の間隙内で生成させることを特徴とする請求項1又は2記載のコンクリート構造体用充填材の製造方法。   The method for producing a filler for a concrete structure according to claim 1 or 2, wherein the polymer hydrogel (A) is generated in a gap between the concrete structures. 請求項4記載の製造方法により得られた充填材により間隙を充填されたことを特徴とするコンクリート構造体の製造方法。   A method for producing a concrete structure, wherein the gap is filled with a filler obtained by the production method according to claim 4.
JP2016074285A 2016-04-01 2016-04-01 Dispersion liquid for filler for concrete structure, method for producing filler for concrete structure, and method for producing concrete structure Active JP6501724B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2016074285A JP6501724B2 (en) 2016-04-01 2016-04-01 Dispersion liquid for filler for concrete structure, method for producing filler for concrete structure, and method for producing concrete structure
PCT/JP2017/002259 WO2017169002A1 (en) 2016-04-01 2017-01-24 Concrete structure filler, concrete structure, and method for manufacuring concrete structure filler and concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2016074285A JP6501724B2 (en) 2016-04-01 2016-04-01 Dispersion liquid for filler for concrete structure, method for producing filler for concrete structure, and method for producing concrete structure

Publications (2)

Publication Number Publication Date
JP2017186182A true JP2017186182A (en) 2017-10-12
JP6501724B2 JP6501724B2 (en) 2019-04-17

Family

ID=59962973

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016074285A Active JP6501724B2 (en) 2016-04-01 2016-04-01 Dispersion liquid for filler for concrete structure, method for producing filler for concrete structure, and method for producing concrete structure

Country Status (2)

Country Link
JP (1) JP6501724B2 (en)
WO (1) WO2017169002A1 (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50148454A (en) * 1974-05-20 1975-11-28
JPS63265884A (en) * 1987-04-22 1988-11-02 Kowa Kagaku Kogyo Kk Method for preventing deterioration of concrete structure and repairing said structure
JPH11228941A (en) * 1997-12-09 1999-08-24 Nippon Kayaku Co Ltd Penetrating waterproofing agent and method for preventing water leak
WO1999062977A1 (en) * 1998-06-04 1999-12-09 Nippon Nsc Ltd. Radical polymerization-curing working material compositions, method for reinforcing concrete structures and reinforced concrete structures with the use of the same
JP2003213260A (en) * 2002-01-24 2003-07-30 Kunimine Industries Co Ltd Plastic water cutoff material
JP2003342314A (en) * 2002-05-28 2003-12-03 Denki Kagaku Kogyo Kk Acrylic curable composition with blended short fiber
JP2004162026A (en) * 2002-10-21 2004-06-10 Denki Kagaku Kogyo Kk Rapidly curable composition
JP2010202467A (en) * 2009-03-04 2010-09-16 Denki Kagaku Kogyo Kk Composition and composition for impregnation

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50148454A (en) * 1974-05-20 1975-11-28
JPS63265884A (en) * 1987-04-22 1988-11-02 Kowa Kagaku Kogyo Kk Method for preventing deterioration of concrete structure and repairing said structure
JPH11228941A (en) * 1997-12-09 1999-08-24 Nippon Kayaku Co Ltd Penetrating waterproofing agent and method for preventing water leak
WO1999062977A1 (en) * 1998-06-04 1999-12-09 Nippon Nsc Ltd. Radical polymerization-curing working material compositions, method for reinforcing concrete structures and reinforced concrete structures with the use of the same
JP2003213260A (en) * 2002-01-24 2003-07-30 Kunimine Industries Co Ltd Plastic water cutoff material
JP2003342314A (en) * 2002-05-28 2003-12-03 Denki Kagaku Kogyo Kk Acrylic curable composition with blended short fiber
JP2004162026A (en) * 2002-10-21 2004-06-10 Denki Kagaku Kogyo Kk Rapidly curable composition
JP2010202467A (en) * 2009-03-04 2010-09-16 Denki Kagaku Kogyo Kk Composition and composition for impregnation

Also Published As

Publication number Publication date
WO2017169002A1 (en) 2017-10-05
JP6501724B2 (en) 2019-04-17

Similar Documents

Publication Publication Date Title
KR20130141655A (en) Impact-modified reaction resin
CN103484040B (en) A kind of Environment-friendlynail-free nail-free glue for construction and preparation method thereof
CN103649194A (en) Low-odour (meth)acrylic reaction resins
KR101776832B1 (en) The water absorption gelable and fire retardant acrylate back infusion grouting composition and the method of manufacturing the same
TW201702327A (en) Primer composition and process for producing same
JP7429972B2 (en) Synthetic resin compositions, fireproof materials, sealants, adhesives and joint structures
KR101325558B1 (en) Reinforcing method of concrete structure by using polymer cement and acrylic coating system
KR20190008606A (en) Expansible organic-inorganic hybrid grouting solution and method for construction using the same
JP6340520B2 (en) Method for producing organic-inorganic composite hydrogel
JPH09296027A (en) Curable resin composition
JP2015025101A (en) Acrylic resin composition
JP7007143B2 (en) Water stoppage method for concrete structures
KR100730796B1 (en) Acrylate based agent for blocking water leakage
JP2008013384A (en) Hydraulic composition
JP2010254800A (en) Organic/inorganic composite
JP6713224B2 (en) Dispersion for filler for concrete structure, method for manufacturing filler for concrete structure, and method for manufacturing concrete structure
JP2017186182A (en) Filler for concrete structure, concrete structure and manufacturing method therefor
KR20190003474A (en) A multicomponent composition for preparing a corrosion inhibiting hydrogel
WO2014194386A1 (en) Polymeric mortar
JPH09291135A (en) Curing agent and curable resin composition comprising the same
JP7183573B2 (en) Organic-inorganic composite hydrogel precursor composition and organic-inorganic composite hydrogel
JP6972930B2 (en) Organic-inorganic composite hydrogel precursor composition, organic-inorganic composite hydrogel, and method for producing the same.
KR101720058B1 (en) Organic-inorganic hybrid solution for insertion to foundation or constructional structures and preparation method thereof
JP2023091996A (en) Filler laminate for concrete structure, and concrete structure
JP6642765B2 (en) Method for producing organic-inorganic hybrid hydrogel

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20170801

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20170801

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20170802

RD01 Notification of change of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7421

Effective date: 20180220

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180531

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20180531

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20180612

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180619

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20180820

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20180821

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20180822

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20180822

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181015

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20181106

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20181212

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190304

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190319

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190319

R150 Certificate of patent or registration of utility model

Ref document number: 6501724

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250