KR20230139482A - Permeable color fixative composition with durability and surface protecting method of concrete road structure therewith - Google Patents
Permeable color fixative composition with durability and surface protecting method of concrete road structure therewith Download PDFInfo
- Publication number
- KR20230139482A KR20230139482A KR1020220037852A KR20220037852A KR20230139482A KR 20230139482 A KR20230139482 A KR 20230139482A KR 1020220037852 A KR1020220037852 A KR 1020220037852A KR 20220037852 A KR20220037852 A KR 20220037852A KR 20230139482 A KR20230139482 A KR 20230139482A
- Authority
- KR
- South Korea
- Prior art keywords
- concrete
- eco
- weight
- protection
- durability
- Prior art date
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 42
- 239000000203 mixture Substances 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims description 10
- 239000000834 fixative Substances 0.000 title description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 5
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 239000012535 impurity Substances 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 abstract description 8
- 238000000576 coating method Methods 0.000 abstract description 8
- 239000000839 emulsion Substances 0.000 abstract description 7
- 239000000126 substance Substances 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 239000002253 acid Substances 0.000 abstract description 4
- 238000010422 painting Methods 0.000 abstract description 4
- 238000006386 neutralization reaction Methods 0.000 abstract description 3
- 229910010272 inorganic material Inorganic materials 0.000 abstract description 2
- 239000011147 inorganic material Substances 0.000 abstract description 2
- 239000011368 organic material Substances 0.000 abstract description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 abstract 1
- 230000003796 beauty Effects 0.000 abstract 1
- 239000008119 colloidal silica Substances 0.000 abstract 1
- 238000002845 discoloration Methods 0.000 abstract 1
- 239000012466 permeate Substances 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- -1 anticorrosives Substances 0.000 description 13
- 239000003973 paint Substances 0.000 description 12
- 230000000694 effects Effects 0.000 description 7
- 230000008439 repair process Effects 0.000 description 7
- 229920005989 resin Polymers 0.000 description 7
- 239000011347 resin Substances 0.000 description 7
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 6
- DNIAPMSPPWPWGF-UHFFFAOYSA-N Propylene glycol Chemical compound CC(O)CO DNIAPMSPPWPWGF-UHFFFAOYSA-N 0.000 description 6
- YXFVVABEGXRONW-UHFFFAOYSA-N Toluene Chemical compound CC1=CC=CC=C1 YXFVVABEGXRONW-UHFFFAOYSA-N 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 5
- 239000006185 dispersion Substances 0.000 description 5
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 4
- 235000014113 dietary fatty acids Nutrition 0.000 description 4
- 239000000194 fatty acid Substances 0.000 description 4
- 229930195729 fatty acid Natural products 0.000 description 4
- IPCSVZSSVZVIGE-UHFFFAOYSA-N hexadecanoic acid Chemical compound CCCCCCCCCCCCCCCC(O)=O IPCSVZSSVZVIGE-UHFFFAOYSA-N 0.000 description 4
- HCWCAKKEBCNQJP-UHFFFAOYSA-N magnesium orthosilicate Chemical compound [Mg+2].[Mg+2].[O-][Si]([O-])([O-])[O-] HCWCAKKEBCNQJP-UHFFFAOYSA-N 0.000 description 4
- 239000000391 magnesium silicate Substances 0.000 description 4
- 229910052919 magnesium silicate Inorganic materials 0.000 description 4
- 235000019792 magnesium silicate Nutrition 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 239000012454 non-polar solvent Substances 0.000 description 4
- QGLKJKCYBOYXKC-UHFFFAOYSA-N nonaoxidotritungsten Chemical compound O=[W]1(=O)O[W](=O)(=O)O[W](=O)(=O)O1 QGLKJKCYBOYXKC-UHFFFAOYSA-N 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 150000003839 salts Chemical class 0.000 description 4
- 229910001930 tungsten oxide Inorganic materials 0.000 description 4
- 229910000019 calcium carbonate Inorganic materials 0.000 description 3
- 229910044991 metal oxide Inorganic materials 0.000 description 3
- 150000004706 metal oxides Chemical class 0.000 description 3
- VLKZOEOYAKHREP-UHFFFAOYSA-N n-Hexane Chemical compound CCCCCC VLKZOEOYAKHREP-UHFFFAOYSA-N 0.000 description 3
- 239000000049 pigment Substances 0.000 description 3
- 229910000077 silane Inorganic materials 0.000 description 3
- NIXOWILDQLNWCW-UHFFFAOYSA-M Acrylate Chemical compound [O-]C(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-M 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 2
- 239000004606 Fillers/Extenders Substances 0.000 description 2
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 description 2
- 235000021314 Palmitic acid Nutrition 0.000 description 2
- OFBQJSOFQDEBGM-UHFFFAOYSA-N Pentane Chemical compound CCCCC OFBQJSOFQDEBGM-UHFFFAOYSA-N 0.000 description 2
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 2
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical group C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- 150000007513 acids Chemical class 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 239000008199 coating composition Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- POULHZVOKOAJMA-UHFFFAOYSA-N dodecanoic acid Chemical compound CCCCCCCCCCCC(O)=O POULHZVOKOAJMA-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- NAQMVNRVTILPCV-UHFFFAOYSA-N hexane-1,6-diamine Chemical compound NCCCCCCN NAQMVNRVTILPCV-UHFFFAOYSA-N 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 239000001488 sodium phosphate Substances 0.000 description 2
- 229910000162 sodium phosphate Inorganic materials 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- TUNFSRHWOTWDNC-UHFFFAOYSA-N tetradecanoic acid Chemical compound CCCCCCCCCCCCCC(O)=O TUNFSRHWOTWDNC-UHFFFAOYSA-N 0.000 description 2
- 239000004408 titanium dioxide Substances 0.000 description 2
- RYFMWSXOAZQYPI-UHFFFAOYSA-K trisodium phosphate Chemical compound [Na+].[Na+].[Na+].[O-]P([O-])([O-])=O RYFMWSXOAZQYPI-UHFFFAOYSA-K 0.000 description 2
- VILCJCGEZXAXTO-UHFFFAOYSA-N 2,2,2-tetramine Chemical compound NCCNCCNCCN VILCJCGEZXAXTO-UHFFFAOYSA-N 0.000 description 1
- HWSSEYVMGDIFMH-UHFFFAOYSA-N 2-[2-[2-(2-methylprop-2-enoyloxy)ethoxy]ethoxy]ethyl 2-methylprop-2-enoate Chemical compound CC(=C)C(=O)OCCOCCOCCOC(=O)C(C)=C HWSSEYVMGDIFMH-UHFFFAOYSA-N 0.000 description 1
- 208000019901 Anxiety disease Diseases 0.000 description 1
- RPNUMPOLZDHAAY-UHFFFAOYSA-N Diethylenetriamine Chemical compound NCCNCCN RPNUMPOLZDHAAY-UHFFFAOYSA-N 0.000 description 1
- PIICEJLVQHRZGT-UHFFFAOYSA-N Ethylenediamine Chemical compound NCCN PIICEJLVQHRZGT-UHFFFAOYSA-N 0.000 description 1
- CTQNGGLPUBDAKN-UHFFFAOYSA-N O-Xylene Chemical compound CC1=CC=CC=C1C CTQNGGLPUBDAKN-UHFFFAOYSA-N 0.000 description 1
- 239000002033 PVDF binder Substances 0.000 description 1
- 229910001347 Stellite Inorganic materials 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000003110 anti-inflammatory effect Effects 0.000 description 1
- 239000002519 antifouling agent Substances 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 239000003518 caustics Substances 0.000 description 1
- 229920006217 cellulose acetate butyrate Polymers 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011195 cermet Substances 0.000 description 1
- AHICWQREWHDHHF-UHFFFAOYSA-N chromium;cobalt;iron;manganese;methane;molybdenum;nickel;silicon;tungsten Chemical compound C.[Si].[Cr].[Mn].[Fe].[Co].[Ni].[Mo].[W] AHICWQREWHDHHF-UHFFFAOYSA-N 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 229920001577 copolymer Polymers 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 239000003431 cross linking reagent Substances 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- FPAFDBFIGPHWGO-UHFFFAOYSA-N dioxosilane;oxomagnesium;hydrate Chemical compound O.[Mg]=O.[Mg]=O.[Mg]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O FPAFDBFIGPHWGO-UHFFFAOYSA-N 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 229920002313 fluoropolymer Polymers 0.000 description 1
- 239000004811 fluoropolymer Substances 0.000 description 1
- 150000007529 inorganic bases Chemical class 0.000 description 1
- 238000005342 ion exchange Methods 0.000 description 1
- 239000002075 main ingredient Substances 0.000 description 1
- WSFSSNUMVMOOMR-NJFSPNSNSA-N methanone Chemical compound O=[14CH2] WSFSSNUMVMOOMR-NJFSPNSNSA-N 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- LSHROXHEILXKHM-UHFFFAOYSA-N n'-[2-[2-[2-(2-aminoethylamino)ethylamino]ethylamino]ethyl]ethane-1,2-diamine Chemical compound NCCNCCNCCNCCNCCN LSHROXHEILXKHM-UHFFFAOYSA-N 0.000 description 1
- 239000003960 organic solvent Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000002798 polar solvent Substances 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 229920002981 polyvinylidene fluoride Polymers 0.000 description 1
- AOHJOMMDDJHIJH-UHFFFAOYSA-N propylenediamine Chemical compound CC(N)CN AOHJOMMDDJHIJH-UHFFFAOYSA-N 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 150000004756 silanes Chemical class 0.000 description 1
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- FAGUFWYHJQFNRV-UHFFFAOYSA-N tetraethylenepentamine Chemical compound NCCNCCNCCNCCN FAGUFWYHJQFNRV-UHFFFAOYSA-N 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
- 239000008096 xylene Substances 0.000 description 1
- 238000004383 yellowing Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/35—Toppings or surface dressings; Methods of mixing, impregnating, or spreading them
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D1/00—Coating compositions, e.g. paints, varnishes or lacquers, based on inorganic substances
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D133/00—Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by only one carboxyl radical, or of salts, anhydrides, esters, amides, imides, or nitriles thereof; Coating compositions based on derivatives of such polymers
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/60—Additives non-macromolecular
- C09D7/61—Additives non-macromolecular inorganic
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/60—Additives non-macromolecular
- C09D7/63—Additives non-macromolecular organic
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/65—Additives macromolecular
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Paints Or Removers (AREA)
Abstract
Description
본 발명은 콘크리트 보호용 도료 조성물에 관한 것으로서, 구체적으로 아크릴 에멀젼을 주원료로 하여 접착성 및 내구성을 향상시키고 콘크리트의 중성화를 방지하고, 내염 성능이 우수하여 철근의 부식을 방지할 수 있는 도료 조성물에 관한 것이다.The present invention relates to a paint composition for protecting concrete, and specifically relates to a paint composition that uses acrylic emulsion as a main ingredient to improve adhesion and durability, prevent neutralization of concrete, and prevent corrosion of reinforcing bars due to excellent salt resistance. will be.
일반적으로, 콘크리트 구조물의 내구성 저하에 따른 성능저하는 보수ㆍ보강, 우회도로의 건설 및 유지관리 등에 상당한 비용이 소요되고, 만일에 붕괴사태가 발생할 경우 그 파급효과는 경제적, 기술적 차원을 넘어 국가와 기술자에 대한 불안을 조장할 요인을 제공할 뿐만 아니라, 국제사회에서의 경쟁력 약화와 신뢰성 상실로 이어진다. 그러므로, 최근 국내의 건설 환경은 신규투자보다는 기존시설의 유지관리와 성능향상을 위한 보수ㆍ보강으로 변화하고 있으며, 기존 시설물의 효율적인 관리 및 예산의 중복투자를 막기 위하여 시설물에 대한 유지관리 및 수명연장 등에 대한 관심이 급증하고 있는 실정이다. 최근 건설 기술의 발달로 인하여 콘크리트 구조물이 대형화, 고층화되고 있으며, 콘크리트 구조물 자체의 기능과 함께 주변 환경과의 조화 등 외관을 중시하는 경향이 늘어나고 있다. 콘크리트 구조물은 다양한 외부 요인에 의해 표면이 쉽게 오염되어 외관이 손상되거나 파손되기도 한다. 손상된 콘크리트 구조물은 손상정도에 따라 적절한 보수 및 보강을 실시하여 본래의 기능을 회복시켜야만 한다. 이에 따라 구조물의 보수ㆍ보강 및 재료에 관한 개발이 활발하게 이루어지고 있다. 상기와 같은 콘크리트 구조물의 유지보수 방법으로는 대형 구조물의 누수 및 균열에 의한 장기적인 내구성, 수밀성, 안정성을 보장하기 위해 콘크리트 구조물에 표면 도장을 하는 방법이 가장 많이 이용되고 있으며, 콘크리트 구조물의 유지관리에 사용되는 보수재료로는 에폭시나 우레탄, 불소수지 등의 수지계와 시멘트계 도료가 많이 사용되고 있다. 그러나, 상기와 같은 종래의 재료로 사용되는 보수공법은 대부분 성능저하 현상이 본격화 되었을 때, 조치를 취하기 때문에 보수효과가 기대치에 미치지 못하는 경우가 많다. 특히, 수지계는 직사광선을 받는 외부구조물의 경우 황변(黃變) 현상이나, 탈락 등의 우려가 높으며 콘크리트 모체에까지 침투하지 못하기 때문에 표면 들뜸이나 충격에 의해 코팅제가 탈락되었을 경우, 즉시 콘크리트 열화(熱火)가 다시 시작되는 문제점이 있다. 또한, 콘크리트 구조물에 표면 처리하는 도료는 콘크리트 구조물의 수명보존을 도모하고 성능저하, 특히 중성화 방지기능을 발휘하여 콘크리트에 장기적인 접착력과 내약품성 유지를 위해 실시하는 종래의 도료는 안료, 방식제 또는 증량제 등 특색 있는 수지를 배합하여 효과를 유지하여 왔으나, 이들 도료는 수지만을 접착기재로 하여 안료, 증량제 또는 방식제가 피폐물을 보호하고 있기 때문에 접착력이 약하고 수지가 대기 중에 풍화(風化)되어 수분이 침투되면 산화 내지는 분화되어 전면방식 기능을 상실하는 문제점도 있다. 한편, 유기계로만 이루어진 제품들은 콘크리트 구조체에 대한 부착력은 우수한 통기성이 부족하고, 온도변화에 따른 수축, 팽창에 의한 시간이 경과함에 따라 우레탄, 에폭시계의 도료들은 대부분 석유에서 추출된 합성수지가 결합체 성분으로 사용되고, 용매성분은 석유의 유기용제가 사용되지만 이들 성분에는 페놀(Phenol), 포름알데히드(Formaldehyde), 톨루엔(Toluene), 키실렌 등과 같은 휘발성 물질을 함유하고 있어, 무기질 바탕재에 유기질의 이질재료를 코팅하므로 내구성이 떨어지고, 콘크리트와의 접착력이 약해지는 등의 여러 가지 문제점이 있었다.In general, performance degradation due to decreased durability of concrete structures requires significant costs for repairs, reinforcement, construction and maintenance of bypass roads, etc., and if a collapse occurs, the ripple effects go beyond the economic and technical levels and affect the country and the government. Not only does it provide a factor that promotes anxiety about engineers, but it also leads to weakening competitiveness and loss of credibility in the international community. Therefore, the domestic construction environment has recently been changing towards maintenance of existing facilities and repair/reinforcement to improve performance rather than new investment. In order to efficiently manage existing facilities and prevent overlapping budget investments, maintenance and life extension of facilities are being implemented. Interest in such things is rapidly increasing. Due to recent developments in construction technology, concrete structures are becoming larger and higher-rise, and there is an increasing tendency to place emphasis on the appearance of the concrete structure itself and its harmony with the surrounding environment. The surface of concrete structures is easily contaminated by various external factors, causing damage or damage to the exterior. Damaged concrete structures must be restored to their original function by carrying out appropriate repairs and reinforcement depending on the degree of damage. Accordingly, development of structural repair/reinforcement and materials is actively taking place. As a maintenance method for concrete structures as described above, the method of surface painting on concrete structures is most commonly used to ensure long-term durability, watertightness, and stability due to water leaks and cracks in large structures. Resin-based paints such as epoxy, urethane, and fluoropolymer and cement-based paints are widely used as repair materials. However, most of the repair methods used with the above-described conventional materials take action only when performance deterioration occurs in earnest, so the repair effect often does not meet expectations. In particular, the resin system has a high risk of yellowing or falling off in the case of external structures exposed to direct sunlight, and because it does not penetrate into the concrete matrix, if the coating is removed due to surface lifting or impact, the concrete deteriorates immediately. ) has a problem where it starts again. In addition, conventional paints applied to the surface of concrete structures to maintain long-term adhesion to concrete and chemical resistance by preserving the lifespan of the concrete structure and preventing performance degradation, especially neutralization, contain pigments, anticorrosives, or extenders. However, these paints use only resin as an adhesive base and pigments, extenders, or anti-corrosive agents protect the material, so the adhesive strength is weak and the resin weathers in the air and loses moisture. There is also the problem that if it penetrates, it becomes oxidized or differentiated and loses its full-scale anti-corrosion function. On the other hand, products made only of organic products lack excellent adhesion to concrete structures and breathability, and as time passes due to shrinkage and expansion due to temperature changes, most urethane and epoxy paints use synthetic resins extracted from petroleum as a binder component. Organic solvents from petroleum are used as solvent components, but these components contain volatile substances such as phenol, formaldehyde, toluene, and xylene, which are organic heterogeneous materials on the inorganic base material. Due to the coating, there were various problems, such as reduced durability and weakened adhesion to concrete.
본 발명은 상기한 종래 기술에 있어서의 기술적 문제점을 감안하여 된 것으로, 본 발명의 주요 목적은 종래의 도로 도포용 도료의 슬립 특성에 따른 제반 문제점을 해소하면서 추가의 특성을 개선하기 위한 것이다. 특히 도로 도포용 도료 조성물의 부착성이 우수하게 유지되면서도 미끄럼방지 특성을 제공하면서, 도료에서 요구되는 일반적인 특성인 내마모성과 내후성이 우수하고, 또한 경화속도가 일정하게 단축되어 시공성을 향상시킬 수 있는 미끄럼방지 특성을 갖는 도로 도포용 도료 조성물을 제공하기 위한 것이다. 본 발명의 다른 목적은 상기한 우수한 특성을 갖는 미끄럼방지 특성을 갖는 도로 도포용 도료 조성물을 보다 용이하게 제조할 수 있는 방법을 제공하기 위한 것이다. 본 발명은 또한 상기한 명확한 목적 이외에 이러한 목적 및 본 명세서의 전반적인 기술로부터 이 분야의 통상인에 의해 용이하게 도출될 수 있는 다른 목적을 달성함을 그 목적으로 할 수 있다.The present invention was made in consideration of the technical problems in the prior art described above, and the main purpose of the present invention is to improve additional characteristics while solving various problems caused by the slip characteristics of conventional road coating paints. In particular, it provides anti-slip properties while maintaining excellent adhesion of the paint composition for road application, and has excellent abrasion resistance and weather resistance, which are general characteristics required for paints. In addition, the curing speed is uniformly shortened to improve constructability. The object is to provide a coating composition for road application that has anti-inflammatory properties. Another object of the present invention is to provide a method for more easily producing a coating composition for road application having anti-slip properties and the excellent properties described above. In addition to the clear objectives described above, the present invention may also aim to achieve other objectives that can be easily derived by a person skilled in the art from this objective and the overall description of the present specification.
본 발명은 콘크리트 도로 구조물의 불순물, 레이탄스 등을 평삭기, 연마기, 워터젯 등을 이용하여 제거하여 미세 공극층을 형성하는 단계와, 형성된 미세 공극층에 상기 친환경 침투성 칼라 고착제 조성물을 1차 도포하는 단계와, 경화된 후 상기 친환경 침투성 칼라 고착제 조성물을 2차 도포하는 단계 및 양생하는 단계를 포함하는 것을 특징으로 하는 콘크리트 도로 구조물의 표면보호방법을 제공한다. 이때, 상기 친환경 침투성 칼라 고착제 조성물을 2차 도포한 후 표면 성상(은폐력)을 확인하여 상기 친환경 침투성 칼라 고착제 조성물을 더 도포할 수 있다.The present invention includes the steps of removing impurities, laitance, etc. from a concrete road structure using a planer, polisher, water jet, etc. to form a micro-pore layer, and first applying the eco-friendly penetrating color fixative composition to the formed micro-pore layer. It provides a method for protecting the surface of a concrete road structure, comprising the steps of secondary application of the eco-friendly permeable color fixative composition after curing, and curing. At this time, after secondary application of the eco-friendly permeable color fixer composition, the surface properties (hiding power) can be checked and the eco-friendly permeable color fixer composition can be further applied.
본 발명에 따른 콘크리트 보호용 친환경 수용성 도료 조성물은 유기 및 무기 복합형으로 이루어져 있어서 유기재료와 무기재료가 복합적으로 반응함으로, 우수한 물성을 구비함과 동시에 직사광선에 강하고 변색이 없어 장기간동안 콘크리트 구조물을 보호할 수 있다. 또한, 본 발명의 콘크리트 보호용 친환경 수용성 도료 조성물은 도포 후 콘크리트 모체에 침투하여 콘크리트의 인장강도, 압축강도, 내산성 및 내염성 등의 물리적 또는 화학적 특성을 향상시켜 충격에 의해 파손되더라도 일정기간 이상 콘크리트의 중성화를 방지할 수 있으며, 시공초기비용이 절감될 뿐만 아니라 경제성이 매우 우수한 효과가 있다.The eco-friendly water-soluble paint composition for protecting concrete according to the present invention is composed of an organic and inorganic composite type, so that organic and inorganic materials react in a complex manner, so it has excellent physical properties and is resistant to direct sunlight and does not discolor, so it can protect concrete structures for a long period of time. You can. In addition, the eco-friendly water-soluble paint composition for protecting concrete of the present invention penetrates into the concrete matrix after application and improves physical or chemical properties such as tensile strength, compressive strength, acid resistance, and salt resistance of concrete, so that even if damaged by impact, the concrete is neutralized for a certain period of time. can be prevented, the initial construction cost is reduced, and it is highly economical.
이하에서는, 다양한 실시 예들 및/또는 양상들이 이제 도면들을 참조하여 개시된다. 하기 설명에서는 설명을 목적으로, 하나이상의 양상들의 전반적 이해를 돕기 위해 다수의 구체적인 세부사항들이 개시된다. 그러나, 이러한 양상(들)은 이러한 구체적인 세부사항들 없이도 실행될 수 있다는 점 또한 본 발명의 기술 분야에서 통상의 지식을 가진 자에게 인식될 수 있을 것이다. 이후의 기재 및 첨부된 도면들은 하나 이상의 양상들의 특정한 예시적인 양상들을 상세하게 기술한다. 하지만, 이러한 양상들은 예시적인 것이고 다양한 양상들의 원리들에서의 다양한 방법들 중 일부가 이용될 수 있으며, 기술되는 설명들은 그러한 양상들 및 그들의 균등물들을 모두 포함하고자 하는 의도이다. 본 명세서에서 사용되는 "실시 예", "예", "양상", "예시" 등은 기술되는 임의의 양상 또는 설계가 다른 양상 또는 설계들보다 양호하다거나, 이점이 있는 것으로 해석되지 않을 수도 있다. 또한, "포함한다" 및/또는 "포함하는"이라는 용어는, 해당 특징 및/또는 구성요소가 존재함을 의미하지만, 하나 이상의 다른 특징, 구성요소 및/또는 이들의 그룹의 존재 또는 추가를 배제하지 않는 것으로 이해되어야 한다. 또한, 제 1, 제 2 등과 같이 서수를 포함하는 용어는 다양한 구성요소들을 설명하는데 사용될 수 있지만, 상기 구성요소들은 상기 용어들에 의해 한정되지는 않는다. 상기 용어들은 하나의 구성요소를 다른 구성요소로부터 구별하는 목적으로만 사용된다. 예를 들어, 본 발명의 권리 범위를 벗어나지 않으면서 제 1 구성요소는 제 2 구성요소로 명명될 수 있고, 유사하게 제 2 구성요소도 제 1 구성요소로 명명될 수 있다. 및/또는 이라는 용어는 복수의 관련된 기재된 항목들의 조합 또는 복수의 관련된 기재된 항목들 중의 어느 항목을 포함한다. 또한, 본 발명의 실시 예들에서, 별도로 다르게 정의되지 않는 한, 기술적이거나 과학적인 용어를 포함해서 여기서 사용되는 모든 용어들은 본 발명이 속하는 기술 분야에서 통상의 지식을 가진 자에 의해 일반적으로 이해되는 것과 동일한 의미를 가지고 있다. 일반적으로 사용되는 사전에 정의되어 있는 것과 같은 용어들은 관련 기술의 문맥 상 가지는 의미와 일치하는 의미를 가지는 것으로 해석되어야 하며, 본 발명의 실시 예에서 명백하게 정의하지 않는 한, 이상적이거나 과도하게 형식적인 의미로 해석되지 않는다. 본 발명에 따른 콘크리트 보호용 도료 조성물은 아크릴 에멀젼 100중량부와, 상기 아크릴 에멀젼 100중량부를 기준으로, 마그네슘 규산염 15~30중량부와, 표면 개질된 금속산화물 10~30중량부와, 이산화티타늄 10~30중량부와, 탄산칼슘 10~30중량부와, 프로필렌 글로콜 5~15중량부와, 메틸메타크릴레이트 5~15중량부와, 아민 화합물 1~3중량부와, 인산소다 0.1~0.5중량부를 포함하는 것을 예시할 수 있다. 본 발명의 아크릴 에멀젼은 바인더 역할을 하는 수성 수지로서, 스티렌모노머와, 아크릴레이트를 혼합한 것으로서 스티렌 모노머가 최소한 45 중량% 이상으로 구성되고, 수지고형분이 48~52 중량%, 이온교환수가 48~52 중량%, 에멀젼 수지의 평균입자 크기가 0.1~0.5㎛인 것을 예시할 수 있다. 본 발명의 마그네슘 규산염은 활석분으로서 천연으로 산출되는 광석 중 가장 연하여 모오스 경도 1 정도이며, 산이나 알칼리에도 비교적 안정하다. 본 발명에서는 산이나 알칼리에 대한 화학적 안정성 제공을 위해 포함된다. 이러한 마그네슘 규산염을 15중량부 미만으로 혼합할 경우 상술한 효과를 얻지 못하게 되고, 30중량부를 초과할 경우 기계적 강도가 낮아지는 것은 물론, 점도가 상승하여 시공성이 저하되므로 상술한 범위로 제한하는 것이 바람직하다. 본 발명의 표면 개질된 금속산화물은 텅스텐 산화물 10~30중량부와, 실란 화합물 1~3중량부와, 지방산 화합물 1~3중량부와, 비극성 용매 10~30중량부와, 트리에틸렌글리콜디메타아크릴레이트 0.1~1중량부를 교반하면서 건조하여 텅스텐 산화물을 표면개질하여 얻을 수 있다. 이러한, 상기 텅스텐 산화물은 WO3인 것을 예시할 수 있으며, 표면 개질을 통해 자외선 및 적외선 차폐 효과는 물론, 내염성을 크게 향상시킬 수 있으며, 콘크리트 표면에서의 부착강도를 높여주며 도막의 열화현상을 억제하는 역할을 한다. 상기 실란 화합물과 지방산 화합물은 텅스텐 산화물 표면에 발수코팅막을 형성하여 콘크리트 표면에 수분이나 염수가 젖음성에 의해 흡수되는 것을 방지해주는 것으로서, 상기 지방산 화합물은 도데카노산(dodecanoic acid), 테트라데칸산(tetradecanoic acid), 헥사데칸산(hexadecanoic acid) 중 적어도 어느 하나가 선택되는 것을 예시할 수 있다. 상기 비극성 용매 대신 극성 용매를 사용하게 되면 예를 들어 실란 화합물끼리의 고분자 중합이 이루어져 분산 내지 표면 코팅이 어려워지기 때문에 비극성 용매를 사용하는 것이 바람직하다. 이러한 비극성 용매는 톨루엔, 헥산, 펜탄 중 적어도 어느 하나가 선택되는 것을 예시할 수 있다. 상기 트리에틸렌글리콜디메타아크릴레이트는 실란 화합물과, 지방산 화합물의 가교제 역할을 한다. 상기 표면 개질된 금속산화물은 10중량부 미만이면 상술한 효과를 제공하기 어렵고, 30중량부를 초과하면 접착력이 저하되고 점도 증가에 따라 시공성 내지 작업성이 나빠지기 때문에 상술한 범위로 제한하는 것이 바람직하다. 본 발명의 탄산칼슘(CaCO3)은 물리적 강도, 내구성 및 통기성을 제공하기 위한 것으로서, 10중량부 미만이면 상술한 효과를 발휘하기 어렵고 30중량부를 초과하면 마그네슘 규산염, 이산화티타늄 등과 함께 아크릴 에멀젼 대비 고형분 함량이 과다해져 접착성이 크게 저하되므로 상술한 범위로 제한하는 것이 바람직하다. 본 발명의 프로필렌 글로콜과 메틸메타크릴레이트는 도막의 접착력과 강도를 높이기 위해 첨가되는데, 각각 상술한 범위 미만이면 접착력과 강도 향상 효과를 기대하기 어렵고, 초과하면 통기성이 저하되므로 상술한 범위로 제한하는 것이 바람직하다. 본 발명의 아민 화합물과 인산소다는 반응하여 내염 성능을 제고하는 역할을 한다. 상기 아민 화합물은 에틸렌 디아민, 디에틸렌 트리아민, 트리에틸렌 테트라아민, 테트라에틸렌 펜타민, 펜타에틸렌 헥사민, 프로필렌 디아민, 디부틸렌 트리아민, 헥사메틸렌 디아민 중에서 적어도 하나가 선택되는 것을 예시할 수 있다. 상기 친환경 침투성 칼라 고착제 조성물은, 수성실리카졸 30~99중량%, 폴리비닐리덴플루오라이드 0.1~20중량%, 메틸아크릴레이트-아크릴로니트릴 공중합체 0.1~20중량%, 3-메르캅토프로필트리메톡시실란 0.1~20중량%, 셀롤로오스아세테이트부틸레이트 0.01~10중량%, 안료 분산액 0.1~15중량%, 스텔라이트 분산액 0.01~10중량%, 비트리파이드 분산액 0.01~10중량% 및 서멧 분산액 0.01~10중량%를 소정온도(예컨대 상온 ~ 60℃)에서 소정시간(예컨대, 2 ~ 24시간) 동안 교반 혼합하여 제조될 수 있다. 또한, 본 발명은 콘크리트 도로 구조물의 불순물, 레이탄스 등을 평삭기, 연마기, 워터젯 등을 이용하여 제거하여 미세공극층을 형성하는 단계와, 형성된 미세공극층에 상기 친환경 침투성 칼라 고착제 조성물을 1차 도포하는 단계와, 경화된 후 상기 친환경 침투성 칼라 고착제 조성물을 2차 도포하는 단계 및 양생하는 단계를 포함하는 것을 특징으로 하는 콘크리트 도로 구조물의 표면보호방법을 제공한다. 이때, 상기 친환경 침투성 칼라 고착제 조성물을 2차 도포한 후 표면 성상(은폐력)을 확인하여 상기 친환경 침투성 칼라 고착제 조성물을 더 도포할 수 있다.BRIEF DESCRIPTION OF THE DRAWINGS Various embodiments and/or aspects are now disclosed with reference to the drawings. In the following description, for purposes of explanation, numerous specific details are set forth to facilitate a general understanding of one or more aspects. However, it will also be appreciated by those skilled in the art that this aspect(s) may be practiced without these specific details. The following description and accompanying drawings set forth in detail certain example aspects of one or more aspects. However, these aspects are illustrative and some of the various methods in the principles of the various aspects may be utilized, and the written description is intended to encompass all such aspects and their equivalents. As used herein, “embodiment,” “example,” “aspect,” “example,” etc. may not be construed to mean that any aspect or design described is better or advantageous than other aspects or designs. . Additionally, the terms “comprise” and/or “comprising” mean that the feature and/or element is present, but exclude the presence or addition of one or more other features, elements and/or groups thereof. It should be understood as not doing so. Additionally, terms containing ordinal numbers, such as first, second, etc., may be used to describe various components, but the components are not limited by the terms. The above terms are used only for the purpose of distinguishing one component from another. For example, a first component may be referred to as a second component, and similarly, the second component may be referred to as a first component without departing from the scope of the present invention. The term and/or includes any of a plurality of related stated items or a combination of a plurality of related stated items. In addition, in the embodiments of the present invention, unless otherwise defined, all terms used herein, including technical or scientific terms, are as commonly understood by a person of ordinary skill in the technical field to which the present invention pertains. It has the same meaning. Terms defined in commonly used dictionaries should be interpreted as having a meaning consistent with the meaning in the context of the related technology, and unless clearly defined in the embodiments of the present invention, have an ideal or excessively formal meaning. It is not interpreted as The concrete protective paint composition according to the present invention includes 100 parts by weight of acrylic emulsion, 15 to 30 parts by weight of magnesium silicate, 10 to 30 parts by weight of surface-modified metal oxide, and 10 to 10 parts by weight of titanium dioxide, based on 100 parts by weight of the acrylic emulsion. 30 parts by weight, 10 to 30 parts by weight of calcium carbonate, 5 to 15 parts by weight of propylene glycol, 5 to 15 parts by weight of methyl methacrylate, 1 to 3 parts by weight of amine compound, and 0.1 to 0.5 parts by weight of sodium phosphate. Examples include wealth. The acrylic emulsion of the present invention is an aqueous resin that acts as a binder, and is a mixture of styrene monomer and acrylate, and consists of at least 45% by weight of styrene monomer, 48 to 52% by weight of resin solid content, and 48 to 48% of ion exchange water. For example, at 52% by weight, the average particle size of the emulsion resin is 0.1 to 0.5 ㎛. The magnesium silicate of the present invention is talc powder, the softest among naturally occurring ores, with a Mohs hardness of about 1, and is relatively stable to acids and alkalis. In the present invention, it is included to provide chemical stability against acids or alkalis. If less than 15 parts by weight of magnesium silicate is mixed, the above-mentioned effects cannot be obtained, and if it exceeds 30 parts by weight, not only does the mechanical strength decrease, but the viscosity increases and workability deteriorates, so it is preferable to limit it to the above-mentioned range. do. The surface-modified metal oxide of the present invention includes 10 to 30 parts by weight of tungsten oxide, 1 to 3 parts by weight of a silane compound, 1 to 3 parts by weight of a fatty acid compound, 10 to 30 parts by weight of a nonpolar solvent, and triethylene glycol dimethane. It can be obtained by surface-modifying tungsten oxide by drying 0.1 to 1 part by weight of acrylate while stirring. For example, the tungsten oxide is WO3, and through surface modification, it can greatly improve the ultraviolet and infrared shielding effect as well as the salt resistance, increase the adhesion strength on the concrete surface, and suppress the deterioration of the coating film. It plays a role. The silane compound and the fatty acid compound form a water-repellent coating film on the surface of the tungsten oxide to prevent moisture or salt water from being absorbed into the concrete surface due to wettability. The fatty acid compound includes dodecanoic acid and tetradecanoic acid. For example, at least one of hexadecanoic acid and hexadecanoic acid may be selected. If a polar solvent is used instead of the non-polar solvent, for example, polymerization of silane compounds occurs, making dispersion or surface coating difficult, so it is preferable to use a non-polar solvent. This non-polar solvent may be selected from at least one of toluene, hexane, and pentane. The triethylene glycol dimethacrylate serves as a crosslinking agent between the silane compound and the fatty acid compound. If the surface-modified metal oxide is less than 10 parts by weight, it is difficult to provide the above-mentioned effects, and if it exceeds 30 parts by weight, adhesion decreases and workability and workability deteriorate as viscosity increases, so it is preferable to limit it to the above-mentioned range. . Calcium carbonate (CaCO3) of the present invention is intended to provide physical strength, durability, and breathability. If it is less than 10 parts by weight, it is difficult to achieve the above-mentioned effects, and if it exceeds 30 parts by weight, it has a higher solid content compared to acrylic emulsion along with magnesium silicate and titanium dioxide. If this becomes excessive, the adhesiveness is greatly reduced, so it is desirable to limit it to the above-mentioned range. Propylene glycol and methyl methacrylate of the present invention are added to increase the adhesion and strength of the coating film. If it is less than the above-mentioned range, it is difficult to expect the effect of improving adhesion and strength, and if it exceeds the above-mentioned range, breathability is reduced, so it is limited to the above-mentioned range. It is desirable to do so. The amine compound of the present invention reacts with sodium phosphate to improve flame resistance. The amine compound may be at least one selected from ethylene diamine, diethylene triamine, triethylene tetraamine, tetraethylene pentamine, pentaethylene hexamine, propylene diamine, dibutylene triamine, and hexamethylene diamine. . The eco-friendly penetrating color fixative composition includes 30 to 99% by weight of aqueous silica sol, 0.1 to 20% by weight of polyvinylidene fluoride, 0.1 to 20% by weight of methyl acrylate-acrylonitrile copolymer, and 3-mercaptopropyltrime. Toxysilane 0.1~20% by weight, cellulose acetate butyrate 0.01~10% by weight, pigment dispersion 0.1~15% by weight, Stellite dispersion 0.01~10% by weight, vitrified dispersion 0.01~10% by weight, and cermet dispersion 0.01%. It can be prepared by stirring and mixing ~10% by weight at a predetermined temperature (e.g., room temperature ~60°C) for a predetermined time (e.g., 2 to 24 hours). In addition, the present invention includes the steps of forming a micropore layer by removing impurities, laitance, etc. from the concrete road structure using a planer, polisher, water jet, etc., and first applying the eco-friendly penetrating color fixative composition to the formed micropore layer. A method for protecting the surface of a concrete road structure is provided, comprising the steps of applying, secondarily applying and curing the eco-friendly penetrating color fixative composition after curing. At this time, after secondary application of the eco-friendly permeable color fixer composition, the surface properties (hiding power) can be checked and the eco-friendly permeable color fixer composition can be further applied.
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