WO2015064191A1 - コンクリート補修材 - Google Patents

コンクリート補修材 Download PDF

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Publication number
WO2015064191A1
WO2015064191A1 PCT/JP2014/072246 JP2014072246W WO2015064191A1 WO 2015064191 A1 WO2015064191 A1 WO 2015064191A1 JP 2014072246 W JP2014072246 W JP 2014072246W WO 2015064191 A1 WO2015064191 A1 WO 2015064191A1
Authority
WO
WIPO (PCT)
Prior art keywords
meth
cyclodextrin
concrete
acrylate
repair material
Prior art date
Application number
PCT/JP2014/072246
Other languages
English (en)
French (fr)
Japanese (ja)
Inventor
博美 入江
松本 高志
Original Assignee
Dic株式会社
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株式会社 filed Critical Dic株式会社
Priority to CN201480058642.5A priority Critical patent/CN105658602B/zh
Priority to JP2015505747A priority patent/JP5743043B1/ja
Publication of WO2015064191A1 publication Critical patent/WO2015064191A1/ja

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
    • 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
    • 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
    • C04B41/009After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
    • 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
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48Macromolecular compounds
    • C04B41/483Polyacrylates
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/72Repairing or restoring existing buildings or building materials
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging

Definitions

  • the present invention relates to a concrete repair material having excellent adhesion to wet concrete.
  • the problem to be solved by the present invention is to provide a concrete repair material having excellent adhesion to not only dry concrete but also wet concrete.
  • the present invention provides a concrete repair material comprising a radical polymerizable resin (A), a radical polymerizable monomer (B), and cyclodextrin and / or a derivative thereof (C). is there.
  • the concrete repair material of the present invention has excellent adhesion to wet concrete (hereinafter referred to as “wet surface adhesion”) as well as adhesion to dry concrete (hereinafter abbreviated as “sex”.).
  • wet surface adhesion adhesion to wet concrete
  • dry surface adhesion adhesion to dry concrete
  • sex adhesion to dry concrete
  • the concrete repair material of the present invention is excellent in mechanical strength such as workability and tensile properties, and has very little odor.
  • the concrete repair material of the present invention contains a radical polymerizable resin (A), a radical polymerizable monomer (B), and cyclodextrin and / or a derivative thereof (C) as essential components.
  • radical polymerizable resin (A) for example, unsaturated polyester, epoxy (meth) acrylate, polyester (meth) acrylate, urethane (meth) acrylate, or the like can be used. These resins may be used alone or in combination of two or more.
  • unsaturated polyester for example, those obtained by reacting a dibasic acid containing an ⁇ , ⁇ -unsaturated dibasic acid with a polyhydric alcohol by a conventionally known method can be used.
  • ⁇ , ⁇ -unsaturated dibasic acid for example, maleic acid, maleic anhydride, fumaric acid, itaconic acid, itaconic anhydride and the like can be used. These dibasic acids may be used alone or in combination of two or more.
  • a saturated dibasic acid can be used.
  • polyhydric alcohol examples include ethylene glycol, diethylene glycol, triethylene glycol, polyethylene glycol, propylene glycol, dipropylene glycol, polypropylene glycol, and 2-methyl-1.
  • epoxy (meth) acrylate a bisphenol type epoxy compound or an epoxy compound obtained by mixing a bisphenol type epoxy compound and a novolac type epoxy compound with an unsaturated monobasic acid by a conventionally known method is used. Can be used.
  • the bisphenol type epoxy compound examples include a glycidyl ether type epoxy compound having two or more epoxy groups in one molecule obtained by reaction of epichlorohydrin and bisphenol A or bisphenol F, methyl epichlorohydrin and bisphenol A or bisphenol F, and the like.
  • a dimethyl glycidyl ether type epoxy compound obtained by reacting bisphenol A, an epoxy compound obtained by reacting an alkylene oxide adduct of bisphenol A with epichlorohydrin or methyl epichlorohydrin, and the like can be used. These epoxy compounds may be used alone or in combination of two or more.
  • novolac type epoxy compound for example, an epoxy compound obtained by reacting phenol novolak or cresol novolak with epichlorohydrin or methyl epichlorohydrin can be used. These epoxy compounds may be used alone or in combination of two or more.
  • unsaturated monobasic acid examples include (meth) acrylic acid, cinnamic acid, crotonic acid, monomethylmalate, monopropylmalate, monobutenemalate, sorbic acid, mono (2-ethylhexyl) malate, and the like. be able to. These unsaturated monobasic acids may be used alone or in combination of two or more.
  • polyester (meth) acrylate for example, a saturated polyester or an unsaturated polyester having two or more (meth) acryloyl groups in one molecule can be used.
  • the saturated polyester is a condensation reaction of a saturated dibasic acid and a polyhydric alcohol
  • the unsaturated polyester is a condensation reaction of an ⁇ , ⁇ -unsaturated dibasic acid and a polyhydric alcohol. Each of them has a (meth) acryloyl group at the terminal.
  • the saturated dibasic acid, ⁇ , ⁇ -unsaturated dibasic acid and polyhydric alcohol can be the same as those used for the synthesis of the unsaturated polyester.
  • Examples of the method for producing the polyester (meth) acrylate include a method of reacting a saturated polyester or unsaturated polyester with glycidyl (meth) acrylate by a known method.
  • urethane (meth) acrylate having a hydroxyl group for example, those obtained by reacting a polyol, polyisocyanate, a hydroxyl group or a (meth) acrylic compound having an isocyanate group by a conventionally known method can be used.
  • polyether polyol for example, polyether polyol, polycarbonate polyol, polyester polyol, acrylic polyol, caprolactone polyol, polybutadiene polyol, polyisoprene polyol and the like can be used. These polyols may be used alone or in combination of two or more.
  • polyisocyanate examples include aromatic diisocyanates such as phenylene diisocyanate, diphenylmethane diisocyanate, tolylene diisocyanate, and naphthalene diisocyanate; hexamethylene diisocyanate, lysine diisocyanate, cyclohexane diisocyanate, isophorone diisocyanate, 4,4′-dicyclohexylmethane diisocyanate, xylylene Aliphatic or cycloaliphatic diisocyanates such as diisocyanate and tetramethylxylylene diisocyanate; formalin condensation of xylylene diisocyanate, tolylene diisocyanate, diphenylmethane diisocyanate, phenylene diisocyanate, polyphenylene polymethylene polyisocyanate, methylene diphenyl disissocyanate Body, and aromatic polyisocyanates carbodiimi
  • Examples of the (meth) acrylic compound having a hydroxyl group include 2-hydroxyethyl (meth) acrylate, 2-hydroxypropyl (meth) acrylate, 3-hydroxybutyl (meth) acrylate, 4-hydroxybutyl (meth) acrylate, and the like.
  • (Meth) acrylic acid alkyl esters having the following hydroxyl groups; polyethylene glycol monoacrylate, polypropylene glycol monoacrylate, and the like can be used. These compounds may be used alone or in combination of two or more.
  • Examples of the (meth) acrylic compound having an isocyanate group include 2- (meth) acryloyloxyethyl isocyanate, 2- (2- (meth) acryloyloxyethyloxy) ethyl isocyanate, and 1,1-bis ((meth)).
  • An acryloyloxymethyl) ethyl isocyanate etc. can be used. These compounds may be used alone or in combination of two or more.
  • (meth) acrylate refers to one or both of methacrylate and acrylate
  • (meth) acryloyl group refers to one or both of methacryloyl group and acryloyl group
  • “Acrylic acid” refers to one or both of methacrylic acid and acrylic acid
  • “(meth) acrylic compound” refers to one or both of an acrylic compound and a methacrylic compound.
  • the number average molecular weight of the radical polymerizable resin (A) is preferably in the range of 500 to 10,000, more preferably in the range of 800 to 5,000, from the viewpoint of further improving the tensile properties and wet surface adhesion. Is more preferable, and the range of 1,000 to 3,000 is even more preferable.
  • the number average molecular weight of the said radical polymerizable resin (A) shows the value measured on condition of the following by the gel permeation chromatography (GPC) method.
  • Measuring device High-speed GPC device (“HLC-8220GPC” manufactured by Tosoh Corporation) Column: The following columns manufactured by Tosoh Corporation were connected in series. "TSKgel G5000" (7.8 mm ID x 30 cm) x 1 "TSKgel G4000” (7.8 mm ID x 30 cm) x 1 "TSKgel G3000” (7.8 mm ID x 30 cm) x 1 “TSKgel G2000” (7.8 mm ID ⁇ 30 cm) ⁇ 1 detector: RI (differential refractometer) Column temperature: 40 ° C Eluent: Tetrahydrofuran (THF) Flow rate: 1.0 mL / min Injection amount: 100 ⁇ L (tetrahydrofuran solution with a sample concentration of 0.4 mass%) Standard sample: A calibration curve was prepared using the following standard polystyrene.
  • radical polymerizable monomer (B) examples include methyl (meth) acrylate, ethyl (meth) acrylate, n-butyl (meth) acrylate, isobutyl (meth) acrylate, t-butyl (meth) acrylate, and hexyl.
  • radical polymerizable monomer (B) it is preferable to use methyl (meth) acrylate and / or a (meth) acrylic monomer having a boiling point of 100 ° C. or higher from the viewpoint that the room temperature drying property can be further improved. Furthermore, it is more preferable to use a (meth) acrylic monomer having a boiling point of 100 ° C. or higher from the viewpoint that the odor during construction can be further improved.
  • the mass ratio [(A) / (B)] between the radical polymerizable resin (A) and the radical polymerizable monomer (B) is 10/90 to 10 from the viewpoint of tensile properties and wet surface adhesion. A range of 90/10 is preferable, and a range of 20/80 to 80/20 is more preferable.
  • the cyclodextrin and / or derivative (C) is an essential component for imparting wet surface adhesion.
  • Examples of the cyclodextrin and / or its derivative (C) include, for example, cyclodextrin; the hydrogen atom of the hydroxyl group of the glucose unit of cyclodextrin such as alkylated cyclodextrin, acetylated cyclodextrin, and hydroxyalkylated cyclodextrin. Those substituted with a group can be used.
  • the cyclodextrin skeleton in cyclodextrin and cyclodextrin derivatives includes ⁇ -cyclodextrin consisting of 6 glucose units, ⁇ -cyclodextrin consisting of 7 glucose units, and ⁇ -cyclodextrin consisting of 8 glucose units.
  • cyclodextrin derivative is used from the viewpoint that compatibility with the radical polymerizable resin (A) and the radical polymerizable monomer (B) can be further improved and wet surface adhesion can be further improved. It is preferable to use an alkylated cyclodextrin.
  • the degree of substitution of other functional groups in the cyclodextrin derivative is 0.3 from the viewpoint of compatibility with the radical polymerizable resin (A) and the radical polymerizable monomer (B) and wet surface adhesion. It is preferably in the range of ⁇ 14 / glucose, more preferably in the range of 0.5 to 8 / glucose.
  • alkylated cyclodextrin for example, methyl- ⁇ -cyclodextrin, methyl- ⁇ -cyclodextrin, methyl- ⁇ -cyclodextrin and the like can be used. These compounds may be used alone or in combination of two or more.
  • acetylated cyclodextrin for example, monoacetyl- ⁇ -cyclodextrin, monoacetyl- ⁇ -cyclodextrin, monoacetyl- ⁇ -cyclodextrin and the like can be used. These compounds may be used alone or in combination of two or more.
  • hydroxyalkylated cyclodextrin for example, hydroxypropyl- ⁇ -cyclodextrin, hydroxypropyl- ⁇ -cyclodextrin, hydroxypropyl- ⁇ -cyclodextrin and the like can be used. These compounds may be used alone or in combination of two or more.
  • the content of the said cyclodextrin and / or its derivative (C) compatibility with the said radical polymerizable resin (A) and the said radical polymerizable monomer (B), tensile physical property, and wet surface adhesiveness are more.
  • the content is preferably in the range of 0.1 to 20 parts by mass with respect to 100 parts by mass in total of the radical polymerizable resin (A) and the radical polymerizable monomer (B).
  • the range of 0.5 to 10 parts by mass is more preferred, and the range of 1.5 to 8 parts by mass is even more preferred.
  • the concrete repair material used in the present invention contains the radical polymerizable resin (A), the radical polymerizable monomer (B), and the cyclodextrin and / or its derivative (C) as essential components. You may contain another additive as needed.
  • Examples of the other additive include a curing agent, a curing accelerator, a polymerization inhibitor, a pigment, a thixotropic agent, an antioxidant, a solvent, a filler, a reinforcing material, an aggregate, a flame retardant, and petroleum wax. be able to.
  • an organic peroxide is preferably used from the viewpoint of surface dryness at room temperature.
  • a compound, a peroxyketal compound, an alkyl perester compound, a carbonate compound, or the like can be used.
  • These curing agents may be used alone or in combination of two or more. Among these, it is preferable to use a hydroperoxide compound from the viewpoint of storage stability.
  • the amount of the curing agent used is preferably in the range of 0.001 to 10% by mass in the concrete repair material from the viewpoint of curability.
  • the curing accelerator is a substance having an action of decomposing an organic peroxide of the curing agent by a redox reaction and facilitating generation of active radicals.
  • a cobalt organic acid such as cobalt naphthenate and cobalt octylate is used.
  • salts metal soaps such as zinc octylate, vanadium octylate, copper naphthenate, barium naphthenate, metal chelates such as vanadium acetyl acetate, cobalt acetyl acetate, iron acetylacetonate; aniline, N, N-dimethylaniline, N, N-diethylaniline, p-toluidine, N, N-dimethyl-p-toluidine, N, N-dimethyl-p-toluidine ethylene oxide adduct, N, N-bis (2-hydroxyethyl) -p-toluidine, 4- (N, N-dimethylamino) benzaldehyde, 4- [N, N-bi (2-hydroxyethyl) amino] benzaldehyde, 4- (N-methyl-N-hydroxyethylamino) benzaldehyde, N, N-bis (2-hydroxypropyl)
  • the amount of the curing accelerator used is preferably in the range of 0.001 to 10% by mass in the concrete repair material from the viewpoint of curability.
  • urethane methacrylate (A-1) having a number average molecular weight of 2607.
  • urethane methacrylate (A-2) having a number average molecular weight of 1584.
  • Example 1 30 parts by mass of urethane methacrylate (A-1) obtained in Synthesis Example 1, 70 parts by mass of dicyclopentenyloxyethyl methacrylate, and 1 part by mass of “methyl- ⁇ -cyclodextrin” (manufactured by Junsei Chemical Co., Ltd.) By mixing and stirring, a radical polymerizable resin composition was obtained. Next, 20 parts by mass of the radical polymerizable resin composition was weighed and adjusted to 25 ° C., and then 1 part by mass of cumene hydroperoxide was added to obtain a concrete repair material.
  • Examples 2 to 3 and Comparative Examples 1 to 3 A concrete repair material was obtained in the same manner as in Example 1 except that the type and / or amount of the radical polymerizable resin, radical polymerizable monomer and cyclodextrin and / or derivative thereof were changed as shown in Table 1. It was.
  • Examples 1 to 3 which are concrete repair materials of the present invention are not only dry surface adhesive. It was found that the wet surface dryness was also excellent.
  • Comparative Examples 1 to 3 did not contain cyclodextrin and / or its derivative (C), but wet surface drying was poor.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Macromonomer-Based Addition Polymer (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)
PCT/JP2014/072246 2013-10-30 2014-08-26 コンクリート補修材 WO2015064191A1 (ja)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201480058642.5A CN105658602B (zh) 2013-10-30 2014-08-26 混凝土修补材料
JP2015505747A JP5743043B1 (ja) 2013-10-30 2014-08-26 コンクリート補修材

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2013225451 2013-10-30
JP2013-225451 2013-10-30

Publications (1)

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WO2015064191A1 true WO2015064191A1 (ja) 2015-05-07

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Country Link
JP (1) JP5743043B1 (zh)
CN (1) CN105658602B (zh)
TW (1) TWI652301B (zh)
WO (1) WO2015064191A1 (zh)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015186433A1 (ja) * 2014-06-04 2015-12-10 Dic株式会社 ラジカル重合性組成物、コンクリート補修材及び道路用プライマー
WO2016171034A1 (ja) * 2015-04-22 2016-10-27 Dic株式会社 ラジカル重合性樹脂組成物及び土木建築用プライマー
CN107500631A (zh) * 2017-09-20 2017-12-22 河南省三门峡黄河大桥高速公路建设有限公司 桥梁工程用快凝快硬无收缩自密实混凝土及其制备方法

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3858805A4 (en) * 2018-09-27 2022-06-29 Showa Denko K.K. Structure repairing method

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JPH10120764A (ja) * 1996-10-15 1998-05-12 Three Bond Co Ltd エポキシ樹脂注入材
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JP2002201802A (ja) * 2000-10-24 2002-07-19 Ohbayashi Corp コンクリート体用の注入補修材およびコンクリート体の補修方法

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015186433A1 (ja) * 2014-06-04 2015-12-10 Dic株式会社 ラジカル重合性組成物、コンクリート補修材及び道路用プライマー
JP5867793B1 (ja) * 2014-06-04 2016-02-24 Dic株式会社 ラジカル重合性組成物、コンクリート補修材及び道路用プライマー
WO2016171034A1 (ja) * 2015-04-22 2016-10-27 Dic株式会社 ラジカル重合性樹脂組成物及び土木建築用プライマー
JP6066027B1 (ja) * 2015-04-22 2017-01-25 Dic株式会社 ラジカル重合性樹脂組成物及び土木建築用プライマー
CN107500631A (zh) * 2017-09-20 2017-12-22 河南省三门峡黄河大桥高速公路建设有限公司 桥梁工程用快凝快硬无收缩自密实混凝土及其制备方法

Also Published As

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JP5743043B1 (ja) 2015-07-01
CN105658602A (zh) 2016-06-08
JPWO2015064191A1 (ja) 2017-03-09
TWI652301B (zh) 2019-03-01
CN105658602B (zh) 2019-04-05
TW201518385A (zh) 2015-05-16

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