JP2716798B2 - Elastic color pavement composition - Google Patents
Elastic color pavement compositionInfo
- Publication number
- JP2716798B2 JP2716798B2 JP1123956A JP12395689A JP2716798B2 JP 2716798 B2 JP2716798 B2 JP 2716798B2 JP 1123956 A JP1123956 A JP 1123956A JP 12395689 A JP12395689 A JP 12395689A JP 2716798 B2 JP2716798 B2 JP 2716798B2
- Authority
- JP
- Japan
- Prior art keywords
- weight
- parts
- monomer
- glass transition
- monomers
- 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.)
- Expired - Lifetime
Links
- 239000000203 mixture Substances 0.000 title claims description 35
- 239000000178 monomer Substances 0.000 claims description 55
- 239000000839 emulsion Substances 0.000 claims description 27
- 239000000843 powder Substances 0.000 claims description 26
- 230000009477 glass transition Effects 0.000 claims description 24
- 229920001971 elastomer Polymers 0.000 claims description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 229920000642 polymer Polymers 0.000 claims description 15
- 239000000049 pigment Substances 0.000 claims description 14
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 claims description 13
- 238000004132 cross linking Methods 0.000 claims description 9
- 239000002270 dispersing agent Substances 0.000 claims description 8
- 238000004040 coloring Methods 0.000 claims description 6
- 238000007720 emulsion polymerization reaction Methods 0.000 claims description 4
- 239000000463 material Substances 0.000 description 23
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 16
- 239000010426 asphalt Substances 0.000 description 10
- 238000000576 coating method Methods 0.000 description 10
- 229920001519 homopolymer Polymers 0.000 description 10
- 229920000058 polyacrylate Polymers 0.000 description 10
- 239000011248 coating agent Substances 0.000 description 9
- 239000007787 solid Substances 0.000 description 9
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 8
- 239000002245 particle Substances 0.000 description 8
- 238000005299 abrasion Methods 0.000 description 6
- 239000000377 silicon dioxide Substances 0.000 description 6
- 238000005507 spraying Methods 0.000 description 6
- 238000009826 distribution Methods 0.000 description 5
- 238000001035 drying Methods 0.000 description 5
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 4
- 230000005856 abnormality Effects 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- -1 asbestin Substances 0.000 description 4
- 230000000386 athletic effect Effects 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 4
- 230000000052 comparative effect Effects 0.000 description 4
- 238000011156 evaluation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000003786 synthesis reaction Methods 0.000 description 4
- 239000013008 thixotropic agent Substances 0.000 description 4
- CERQOIWHTDAKMF-UHFFFAOYSA-N Methacrylic acid Chemical compound CC(=C)C(O)=O CERQOIWHTDAKMF-UHFFFAOYSA-N 0.000 description 3
- YXFVVABEGXRONW-UHFFFAOYSA-N Toluene Chemical compound CC1=CC=CC=C1 YXFVVABEGXRONW-UHFFFAOYSA-N 0.000 description 3
- 239000000440 bentonite Substances 0.000 description 3
- 229910000278 bentonite Inorganic materials 0.000 description 3
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- VOZRXNHHFUQHIL-UHFFFAOYSA-N glycidyl methacrylate Chemical compound CC(=C)C(=O)OCC1CO1 VOZRXNHHFUQHIL-UHFFFAOYSA-N 0.000 description 3
- 229920001495 poly(sodium acrylate) polymer Polymers 0.000 description 3
- 238000006116 polymerization reaction Methods 0.000 description 3
- 239000010454 slate Substances 0.000 description 3
- NNMHYFLPFNGQFZ-UHFFFAOYSA-M sodium polyacrylate Chemical compound [Na+].[O-]C(=O)C=C NNMHYFLPFNGQFZ-UHFFFAOYSA-M 0.000 description 3
- DAFHKNAQFPVRKR-UHFFFAOYSA-N (3-hydroxy-2,2,4-trimethylpentyl) 2-methylpropanoate Chemical compound CC(C)C(O)C(C)(C)COC(=O)C(C)C DAFHKNAQFPVRKR-UHFFFAOYSA-N 0.000 description 2
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 description 2
- GOXQRTZXKQZDDN-UHFFFAOYSA-N 2-Ethylhexyl acrylate Chemical compound CCCCC(CC)COC(=O)C=C GOXQRTZXKQZDDN-UHFFFAOYSA-N 0.000 description 2
- WDQMWEYDKDCEHT-UHFFFAOYSA-N 2-ethylhexyl 2-methylprop-2-enoate Chemical compound CCCCC(CC)COC(=O)C(C)=C WDQMWEYDKDCEHT-UHFFFAOYSA-N 0.000 description 2
- HRPVXLWXLXDGHG-UHFFFAOYSA-N Acrylamide Chemical compound NC(=O)C=C HRPVXLWXLXDGHG-UHFFFAOYSA-N 0.000 description 2
- NLHHRLWOUZZQLW-UHFFFAOYSA-N Acrylonitrile Chemical compound C=CC#N NLHHRLWOUZZQLW-UHFFFAOYSA-N 0.000 description 2
- KAKZBPTYRLMSJV-UHFFFAOYSA-N Butadiene Chemical compound C=CC=C KAKZBPTYRLMSJV-UHFFFAOYSA-N 0.000 description 2
- SOGAXMICEFXMKE-UHFFFAOYSA-N Butylmethacrylate Chemical compound CCCCOC(=O)C(C)=C SOGAXMICEFXMKE-UHFFFAOYSA-N 0.000 description 2
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- JIGUQPWFLRLWPJ-UHFFFAOYSA-N Ethyl acrylate Chemical compound CCOC(=O)C=C JIGUQPWFLRLWPJ-UHFFFAOYSA-N 0.000 description 2
- 239000004354 Hydroxyethyl cellulose Substances 0.000 description 2
- 229920000663 Hydroxyethyl cellulose Polymers 0.000 description 2
- 239000005909 Kieselgur Substances 0.000 description 2
- BAPJBEWLBFYGME-UHFFFAOYSA-N Methyl acrylate Chemical compound COC(=O)C=C BAPJBEWLBFYGME-UHFFFAOYSA-N 0.000 description 2
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 description 2
- 239000002518 antifoaming agent Substances 0.000 description 2
- TZCXTZWJZNENPQ-UHFFFAOYSA-L barium sulfate Chemical compound [Ba+2].[O-]S([O-])(=O)=O TZCXTZWJZNENPQ-UHFFFAOYSA-L 0.000 description 2
- CQEYYJKEWSMYFG-UHFFFAOYSA-N butyl acrylate Chemical compound CCCCOC(=O)C=C CQEYYJKEWSMYFG-UHFFFAOYSA-N 0.000 description 2
- 229920001577 copolymer Polymers 0.000 description 2
- 235000019447 hydroxyethyl cellulose Nutrition 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- PNJWIWWMYCMZRO-UHFFFAOYSA-N pent‐4‐en‐2‐one Natural products CC(=O)CC=C PNJWIWWMYCMZRO-UHFFFAOYSA-N 0.000 description 2
- XNGIFLGASWRNHJ-UHFFFAOYSA-N phthalic acid Chemical compound OC(=O)C1=CC=CC=C1C(O)=O XNGIFLGASWRNHJ-UHFFFAOYSA-N 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 235000019832 sodium triphosphate Nutrition 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000008961 swelling Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000002087 whitening effect Effects 0.000 description 2
- POAOYUHQDCAZBD-UHFFFAOYSA-N 2-butoxyethanol Chemical compound CCCCOCCO POAOYUHQDCAZBD-UHFFFAOYSA-N 0.000 description 1
- ZNQVEEAIQZEUHB-UHFFFAOYSA-N 2-ethoxyethanol Chemical compound CCOCCO ZNQVEEAIQZEUHB-UHFFFAOYSA-N 0.000 description 1
- DKPFZGUDAPQIHT-UHFFFAOYSA-N Butyl acetate Natural products CCCCOC(C)=O DKPFZGUDAPQIHT-UHFFFAOYSA-N 0.000 description 1
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- CNCOEDDPFOAUMB-UHFFFAOYSA-N N-Methylolacrylamide Chemical compound OCNC(=O)C=C CNCOEDDPFOAUMB-UHFFFAOYSA-N 0.000 description 1
- CTQNGGLPUBDAKN-UHFFFAOYSA-N O-Xylene Chemical compound CC1=CC=CC=C1C CTQNGGLPUBDAKN-UHFFFAOYSA-N 0.000 description 1
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 1
- WGLPBDUCMAPZCE-UHFFFAOYSA-N Trioxochromium Chemical compound O=[Cr](=O)=O WGLPBDUCMAPZCE-UHFFFAOYSA-N 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- XLOMVQKBTHCTTD-UHFFFAOYSA-N Zinc monoxide Chemical compound [Zn]=O XLOMVQKBTHCTTD-UHFFFAOYSA-N 0.000 description 1
- 150000001252 acrylic acid derivatives Chemical class 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- MOVRNJGDXREIBM-UHFFFAOYSA-N aid-1 Chemical compound O=C1NC(=O)C(C)=CN1C1OC(COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)CO)C(O)C1 MOVRNJGDXREIBM-UHFFFAOYSA-N 0.000 description 1
- 238000007605 air drying Methods 0.000 description 1
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 description 1
- 125000000129 anionic group Chemical group 0.000 description 1
- 239000003945 anionic surfactant Substances 0.000 description 1
- 230000003254 anti-foaming effect Effects 0.000 description 1
- 239000011384 asphalt concrete Substances 0.000 description 1
- AYJRCSIUFZENHW-DEQYMQKBSA-L barium(2+);oxomethanediolate Chemical compound [Ba+2].[O-][14C]([O-])=O AYJRCSIUFZENHW-DEQYMQKBSA-L 0.000 description 1
- 125000000484 butyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- 235000012241 calcium silicate Nutrition 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 150000001732 carboxylic acid derivatives Chemical class 0.000 description 1
- 150000001735 carboxylic acids Chemical class 0.000 description 1
- 239000003054 catalyst Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- YACLQRRMGMJLJV-UHFFFAOYSA-N chloroprene Chemical compound ClC(=C)C=C YACLQRRMGMJLJV-UHFFFAOYSA-N 0.000 description 1
- 229910000423 chromium oxide Inorganic materials 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 229910052570 clay Inorganic materials 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000001351 cycling effect Effects 0.000 description 1
- 238000002845 discoloration Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004945 emulsification Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- SUPCQIBBMFXVTL-UHFFFAOYSA-N ethyl 2-methylprop-2-enoate Chemical compound CCOC(=O)C(C)=C SUPCQIBBMFXVTL-UHFFFAOYSA-N 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- FUZZWVXGSFPDMH-UHFFFAOYSA-N hexanoic acid Chemical compound CCCCCC(O)=O FUZZWVXGSFPDMH-UHFFFAOYSA-N 0.000 description 1
- 239000001023 inorganic pigment Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 125000005397 methacrylic acid ester group Chemical group 0.000 description 1
- 239000010445 mica Substances 0.000 description 1
- 229910052618 mica group Inorganic materials 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 230000003472 neutralizing effect Effects 0.000 description 1
- 239000002736 nonionic surfactant Substances 0.000 description 1
- 239000012860 organic pigment Substances 0.000 description 1
- RPQRDASANLAFCM-UHFFFAOYSA-N oxiran-2-ylmethyl prop-2-enoate Chemical compound C=CC(=O)OCC1CO1 RPQRDASANLAFCM-UHFFFAOYSA-N 0.000 description 1
- IEQIEDJGQAUEQZ-UHFFFAOYSA-N phthalocyanine Chemical compound N1C(N=C2C3=CC=CC=C3C(N=C3C4=CC=CC=C4C(=N4)N3)=N2)=C(C=CC=C2)C2=C1N=C1C2=CC=CC=C2C4=N1 IEQIEDJGQAUEQZ-UHFFFAOYSA-N 0.000 description 1
- 239000004014 plasticizer Substances 0.000 description 1
- 230000000379 polymerizing effect Effects 0.000 description 1
- USHAGKDGDHPEEY-UHFFFAOYSA-L potassium persulfate Chemical compound [K+].[K+].[O-]S(=O)(=O)OOS([O-])(=O)=O USHAGKDGDHPEEY-UHFFFAOYSA-L 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000003746 surface roughness Effects 0.000 description 1
- 239000000454 talc Substances 0.000 description 1
- 229910052623 talc Inorganic materials 0.000 description 1
- SJMYWORNLPSJQO-UHFFFAOYSA-N tert-butyl 2-methylprop-2-enoate Chemical compound CC(=C)C(=O)OC(C)(C)C SJMYWORNLPSJQO-UHFFFAOYSA-N 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- OGIDPMRJRNCKJF-UHFFFAOYSA-N titanium oxide Inorganic materials [Ti]=O OGIDPMRJRNCKJF-UHFFFAOYSA-N 0.000 description 1
- 239000000080 wetting agent Substances 0.000 description 1
- 239000008096 xylene Substances 0.000 description 1
- 239000011787 zinc oxide Substances 0.000 description 1
- 235000014692 zinc oxide Nutrition 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Paints Or Removers (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は弾力性カラー舗装材組成物に関し、特にアス
ファルト、コンクリート等の表面に被覆することにより
形成されるテニスコート、運動競技用コート等に好適な
弾力性を有する水性弾力性カラー舗装材組成物に関する
ものである。Description: TECHNICAL FIELD The present invention relates to a resilient color paving material composition, and particularly to a tennis court, an athletic court and the like formed by coating the surface of asphalt, concrete or the like. The present invention relates to an aqueous elastic color pavement composition having suitable elasticity.
本発明者は先に多層構造を有するアクリル系水性エマ
ルジョンを用いて、水性カラー舗装材を提案した(特開
昭63−156871号公報)。The present inventor has previously proposed an aqueous color paving material using an acrylic aqueous emulsion having a multilayer structure (Japanese Patent Application Laid-Open (JP-A) No. 63-155681).
この舗装材はアスファルト等の下地との接着性、耐水
性、耐ブリスター性、耐摩耗性等に優れたものであった
が、特にテニスコート、運動競技用コート等に要求され
る適度な弾力性については十分に満足できるものではな
かった。This pavement material was excellent in adhesiveness to asphalt and other base materials, water resistance, blister resistance, abrasion resistance, etc., but it has a moderate elasticity especially required for tennis courts and athletic courts. Was not fully satisfactory.
本発明は前述の特開昭63−156871号公報に記載された
水性カラー舗装材を改良し、スポーツ施設にも十分満足
できる適度な弾力性と平滑性及び運動靴との間に適度な
摩擦抵抗を有する水性カラー舗装材組成物を提供するこ
とを目的とする。The present invention is an improvement of the aqueous color pavement described in the above-mentioned JP-A-63-156871, and has a moderate elasticity and smoothness sufficiently satisfying for sports facilities, and a moderate frictional resistance between athletic shoes. It is an object of the present invention to provide an aqueous color paving material composition having:
本発明者は上記の課題を解決するために鋭意検討した
結果、特定の粒度分布を有するゴム粉を含有する弾力性
カラー舗装材組成物が本発明の目的を達成できることを
見出し本発明を完成するに至った。The present inventor has conducted intensive studies to solve the above problems, and as a result, found that an elastic color pavement composition containing a rubber powder having a specific particle size distribution can achieve the object of the present invention, and completed the present invention. Reached.
すなわち本発明は、 (a) アクリル系架橋反応性モノマーを含む3種以上
のモノマーであり、それらの重合体のガラス転移点が20
℃以下であるモノマー(I)を乳化重合した重合体エマ
ルジョンの存在下で、アクリル系架橋反応性モノマーを
含む3種以上のモノマーであり、それらの重合体のガラ
ス転移点が40℃以上であるモノマー(II)を乳化重合し
て得られるアクリル系重合体エマルジョン 100重量部 (b) 最大径が、 1.2mmより大きいもの 0〜10重量% 1.2〜0.3mmのもの 30〜80重量% 0.3mmより小さいもの 20〜70重量% からなるゴム粉 50〜400 重量部 (c) 造膜助剤 1〜30 重量部 (d) 着色顔料 2〜60 重量部 (e) 骨 材 5〜100 重量部 及び、 (f) 分散剤 0.3〜30 重量部 からなることを特徴とする水性弾力性カラー舗装材組成
物を提供するものである。That is, the present invention relates to (a) three or more monomers including an acrylic crosslinking reactive monomer, and a polymer having a glass transition point of 20 or more.
In the presence of a polymer emulsion obtained by emulsion polymerization of the monomer (I) having a temperature of not more than 3 ° C., three or more kinds of monomers including an acrylic crosslinking reactive monomer, and the glass transition point of those polymers is not less than 40 ° C. 100 parts by weight of acrylic polymer emulsion obtained by emulsion polymerization of monomer (II) (b) Maximum diameter is larger than 1.2 mm 0 to 10% by weight 1.2 to 0.3 mm 30 to 80% by weight From 0.3 mm Rubber powder composed of 20 to 70% by weight 50 to 400 parts by weight (c) Film forming aid 1 to 30 parts by weight (d) Color pigment 2 to 60 parts by weight (e) Aggregate 5 to 100 parts by weight and (F) A water-based resilient color pavement composition comprising 0.3 to 30 parts by weight of a dispersant.
本発明のアクリル系重合体エマルジョン(a)は一般
に、多層構造エマルジョンといわれるものであり、前記
モノマー(I)を乳化重合した重合体エマルジョンの存
在下で、前記モノマー(II)を重合する公知の多段重合
法によって合成される。The acrylic polymer emulsion (a) of the present invention is generally referred to as a multilayer emulsion, and is a known emulsion polymerizing the monomer (II) in the presence of a polymer emulsion obtained by emulsion polymerization of the monomer (I). It is synthesized by a multi-stage polymerization method.
上記エマルジョン(a)を構成するモノマー(I)及
びモノマー(II)の一種として用いられるアクリル系架
橋反応性モノマーとしては、アクリルアミド、N−メチ
ロールアクリルアミド、メタクリル酸グリシジル、アク
リル酸グリシジル等が挙げられ、これらのモノマーはモ
ノマー(I)及び(II)総量中、それぞれ0.5〜15重量
%の範囲で使用される。これらのモノマーの使用量が0.
5重量%未満では耐水性が劣り、また15重量%以上では
皮膜が硬すぎて好ましくない。Examples of the acrylic crosslinking reactive monomer used as one of the monomer (I) and the monomer (II) constituting the emulsion (a) include acrylamide, N-methylolacrylamide, glycidyl methacrylate, and glycidyl acrylate. These monomers are used in an amount of 0.5 to 15% by weight based on the total amount of the monomers (I) and (II). The amount of these monomers used is 0.
If it is less than 5% by weight, the water resistance is poor, and if it is more than 15% by weight, the film is too hard, which is not preferable.
モノマー(I)は上記のアクリル系架橋反応性モノマ
ーのうちの1種以上を含み、更に2種以上のその他のモ
ノマーを組み合わせることによってガラス転移点が20℃
以下の重合体が構成される。ここでその他のモノマーと
しては、アクリル酸メチル、アクリル酸エチル、アクリ
ル酸ブチル、アクリル酸−2−エチルヘキシル等のアク
リル酸エステル;メタクリル酸メチル、メタクリル酸エ
チル、メタクリル酸ブチル、メタクリル酸−2−エチル
ヘキシル等のメタクリル酸エステル;アクリル酸、メタ
クリル酸等の不飽和カルボン酸;スチレン、酢酸ビニ
ル、クロロプレン、エチレン、ブタジエン、アクリロニ
トリル、ベオバ等の化合物が挙げられる。The monomer (I) contains at least one of the above-mentioned acrylic cross-linking reactive monomers, and has a glass transition point of 20 ° C. by combining two or more other monomers.
The following polymer is constituted. Here, other monomers include acrylates such as methyl acrylate, ethyl acrylate, butyl acrylate, and 2-ethylhexyl acrylate; methyl methacrylate, ethyl methacrylate, butyl methacrylate, and 2-ethylhexyl methacrylate. And methacrylic acid esters such as acrylic acid and methacrylic acid; and compounds such as styrene, vinyl acetate, chloroprene, ethylene, butadiene, acrylonitrile, and veoba.
これらのモノマーのうち不飽和カルボン酸を0.2〜8
重量%用いるのが好ましい。この不飽和カルボン酸はア
クリル系架橋反応性モノマーの架橋を促進し、またエマ
ルジョンの安定性を高める作用をする。Of these monomers, unsaturated carboxylic acids are added in an amount of 0.2 to 8
It is preferred to use it by weight. The unsaturated carboxylic acid promotes the crosslinking of the acrylic crosslinking reactive monomer and acts to increase the stability of the emulsion.
重合体のガラス転移点を20℃以下にするモノマーの組
合せ方としては、ホモポリマーのガラス転移点が70℃以
上になるモノマーと0℃以下になるモノマーの2種以上
を組合せることが好ましい。通常はホモポリマーのガラ
ス転移点が70℃以上のモノマーを10〜60重量%、0℃以
下になるモノマーを90〜40重量%の範囲で組合せて用い
られる。ホモポリマーのガラス転移点が70℃以上のモノ
マーがの使用量が10重量%未満では耐水性が劣り、また
60重量%以上では皮膜の弾力性が劣り好ましくない。As a method of combining monomers that make the glass transition point of the polymer 20 ° C. or lower, it is preferable to combine two or more monomers having a glass transition point of the homopolymer of 70 ° C. or higher and a monomer of 0 ° C. or lower. Usually, a homopolymer having a glass transition point of 70 ° C. or higher is used in combination of 10 to 60% by weight, and a monomer having a glass transition point of 0 ° C. or lower is used in combination of 90 to 40% by weight. If the amount of the monomer having a glass transition point of the homopolymer of 70 ° C. or higher is less than 10% by weight, the water resistance is poor, and
If it is 60% by weight or more, the elasticity of the film is poor, which is not preferable.
モノマー(II)は上記のアクリル系架橋反応性モノマ
ーのうちの1種以上を含み、更に2種以上のその他のモ
ノマーを組み合わせることによってガラス転移点が40℃
以上の重合体が構成される。ここでその他のモノマーと
してはモノマー(I)を構成するのに用いたその他のモ
ノマーと同様のモノマーが用いられる。また、ガラス転
移点を40℃以上にするためのモノマーの組合せ方として
は、やはりホモポリマーのガラス転移点が70℃以上にな
るモノマーと0℃以下になるモノマーの2種以上を組合
せることが好ましい。通常はホモポリマーのガラス転移
点が70℃以上のモノマーを60〜100重量%、0℃以下に
なるモノマーを40〜0重量%の範囲で組合せて用いられ
る。ホモポリマーのガラス転移点が70℃以上のモノマー
の使用量が60重量%未満では耐ブリスター性、接着性が
劣るので好ましくない。The monomer (II) contains at least one of the above-mentioned acrylic cross-linking reactive monomers, and has a glass transition point of 40 ° C. by combining two or more other monomers.
The above polymer is constituted. Here, as the other monomer, the same monomer as the other monomer used to constitute the monomer (I) is used. In addition, as a method of combining monomers for setting the glass transition point to 40 ° C. or higher, it is also possible to combine two or more monomers having a glass transition point of a homopolymer of 70 ° C. or higher and a monomer of 0 ° C. or lower. preferable. Usually, a homopolymer having a glass transition point of 70 ° C. or more is used in combination of 60 to 100% by weight, and a monomer having a glass transition point of 0 ° C. or less is used in combination of 40 to 0% by weight. If the amount of the monomer having a glass transition point of the homopolymer of 70 ° C. or higher is less than 60% by weight, the blister resistance and the adhesiveness are inferior.
上記で述べたホモポリマーのガラス転移点が70℃以上
になるモノマーとしては、アクリロニトリル、メタクリ
ル酸メチル、メタクリル酸−t−ブチル、スチレン等が
挙げられる。また、ホモポリマーのガラス転移点が0℃
以下であるモノマーとしてはアクリル酸エチル、アクリ
ル酸ブチル、アクリル酸−2−エチルヘキシル、メタク
リル酸−2−エチルヘキシル等が挙げられる。Examples of the above-mentioned monomer whose homopolymer has a glass transition point of 70 ° C. or higher include acrylonitrile, methyl methacrylate, t-butyl methacrylate, and styrene. Further, the glass transition point of the homopolymer is 0 ° C.
Examples of the following monomers include ethyl acrylate, butyl acrylate, 2-ethylhexyl acrylate, 2-ethylhexyl methacrylate, and the like.
共重合体のガラス転移点は実測により求められるが、
モノマーの組合せによって以下の計算式により推定する
こともできる。The glass transition point of the copolymer is determined by actual measurement,
It can also be estimated by the following formula according to the combination of monomers.
1/Tg=Wa/Tga+Wb/Tgb+… Tg;共重合体のガラス転移点(゜K) Tga;aモノマーの単独重合体のガラス転移点(゜K) Tgb;bモノマーの単独重合体のガラス転移点(゜K) Wa;aモノマーの重量分率 Wb;bモノマーの重量分率 本発明においてモノマー(I)とモノマー(II)の使
用量の比率は通常(I)/(II)=40/60〜90/10の範囲
である。1 / Tg = Wa / Tga + Wb / Tgb + ... Tg; glass transition point of copolymer (゜ K) Tga; glass transition point of homopolymer of a monomer (゜ K) Tgb; glass transition of homopolymer of b monomer Point (ΔK) Wa; a weight fraction of monomer Wb; b weight fraction of monomer In the present invention, the ratio of the amount of the monomer (I) to the amount of the monomer (II) is usually (I) / (II) = 40 / It is in the range of 60 to 90/10.
本発明に使用するゴム粉(b)は球状、繊維状、立方
状等の形態のものが使用でき、その形状は特に限定され
ないが、その最大粒径について以下の粒径分布を有する
必要がある。すなわち、 1.2mmより大きいもの 0〜10重量% 1.2〜0.3 mmのもの 30〜80重量% 0.3Mmより小さいもの 20〜70重量% から構成されるゴム粉が使用される。The rubber powder (b) used in the present invention may be in a spherical, fibrous, cubic, or other form, and the shape is not particularly limited, but it is necessary that the maximum particle size has the following particle size distribution. . That is, rubber powder composed of 0 to 10% by weight larger than 1.2 mm, 30 to 80% by weight of 1.2 to 0.3 mm, and 20 to 70% by weight smaller than 0.3 mm is used.
ゴム粉の粒径が0.3mmより小さいものの含有量が70重
量%を越えると表面の平滑性は良好であるが、弾力性が
十分でなくなり、また粒径が1.2mmより大きいものの含
有量が10重量%を越えると表面の平滑性が劣りテニスコ
ート等に用いるには適さなくなる。If the content of the rubber powder having a particle diameter of less than 0.3 mm exceeds 70% by weight, the smoothness of the surface is good, but the elasticity is insufficient, and the content of the rubber powder having a particle diameter of more than 1.2 mm is 10%. If the content is more than 10% by weight, the surface is inferior in smoothness and is not suitable for use in tennis courts and the like.
本発明に用いられるゴム粉(b)としてはウレタン
系、SBR系、天然ゴム系等のいずれのゴム粉も使用で
き、特に限定されるものではない。経済性を考慮して生
産廃棄物からの再生利用ゴムを使用することもできる。
またゴム粉(b)の色調としては、白色、緑色、黒色、
赤色等特に制約されるものではないので、希望する色彩
のものを選択できる。As the rubber powder (b) used in the present invention, any rubber powder such as urethane-based, SBR-based, and natural rubber-based can be used, and is not particularly limited. Recycled rubber from production waste can also be used for economic reasons.
The color of the rubber powder (b) is white, green, black,
Since there is no particular restriction such as red, a desired color can be selected.
ゴム粉(b)の配合量としては、アクリル系重合体エ
マルジョン(a)固形分100重量部に対してゴム粉を50
〜400重量部配合することが必要であり、ゴム粉の配合
量が50重量部未満では形成される塗膜の弾力性が不十分
であり、また400重量部を越えると表面が粗面になった
り、あるいはゴム粉の飛散が多くなるので好ましくな
い。The amount of the rubber powder (b) is 50 parts by weight based on 100 parts by weight of the solid content of the acrylic polymer emulsion (a).
It is necessary to mix up to 400 parts by weight.If the amount of rubber powder is less than 50 parts by weight, the elasticity of the formed coating film is insufficient, and if it exceeds 400 parts by weight, the surface becomes rough. It is not preferable because rubber powder is scattered or scattered.
本発明に使用する造膜助剤(c)としては公知のもの
が使用でき、例えばフタール酸系可塑剤、テキサノール
系、セロソルブ系溶剤、酢酸ブチル、キシレン、トルエ
ン等の物質を挙げることができる。造膜助剤(c)の役
割はカラー舗装材組成物の常温での造膜性を付与するこ
とである。As the film-forming auxiliary (c) used in the present invention, known materials can be used, and examples thereof include substances such as phthalic acid-based plasticizers, texanol-based, cellosolve-based solvents, butyl acetate, xylene, and toluene. The role of the film-forming aid (c) is to impart film-forming properties of the color paving material composition at room temperature.
造膜助剤(c)は、アクリル系重合体エマルジョン
(a)固形分100重量部に対して1〜30重量部添加する
ことが必要であり、造膜助剤(c)の添加量が1重量部
未満では被塗物との密着性が劣り、また30重量部を越え
ると形成される塗膜の耐ブリスター性が劣るようになる
ので好ましくない。It is necessary to add the film-forming auxiliary (c) in an amount of 1 to 30 parts by weight based on 100 parts by weight of the solid content of the acrylic polymer emulsion (a). If the amount is less than 30 parts by weight, the adhesion to the object to be coated will be poor, and if it exceeds 30 parts by weight, the formed film will have poor blister resistance, which is not preferable.
本発明に用いられる着色顔料(d)としては例えば酸
化チタン系、ベンガラ系、酸化クロム系等の無機系のも
の、及びフタロシアニン系、アゾ系等の有機系のものが
挙げられる。着色顔料の添加量はアクリル系重合体エマ
ルジョン(a)固形分100重量部に対して2〜60重量部
とすることが必要であり、着色顔料の添加量が2重量部
未満では着色力が不十分で、また60重量部を越えると着
色度合いが強すぎて目に疲労感を与えるので好ましくな
い。Examples of the coloring pigment (d) used in the present invention include inorganic pigments such as titanium oxide-based pigments, bengara pigment-based pigments, and chromium oxide-based pigments, and organic pigments such as phthalocyanine-based pigments and azo-based pigments. The amount of the color pigment to be added must be 2 to 60 parts by weight based on 100 parts by weight of the solid content of the acrylic polymer emulsion (a). If it is sufficient, and if it exceeds 60 parts by weight, the degree of coloring will be too strong, giving the eyes a feeling of fatigue.
本発明に用いられる骨材(e)としては例えば硅砂、
硅石粉、アスベスチン、亜鉛華、寒水石、マイカ粉、タ
ルク、クレー、水酸化アルミニウム、ケイソウ土、石
膏、炭酸バリウム、硫酸バリウム、ガラス粉末、カルシ
ウムメタシリケート粉等が挙げられる。骨材(e)の役
割は、塗膜が乾燥する際の収縮を緩和させることであ
る。Examples of the aggregate (e) used in the present invention include silica sand,
Examples include silica stone powder, asbestin, zinc white, cold water stone, mica powder, talc, clay, aluminum hydroxide, diatomaceous earth, gypsum, barium carbonate, barium sulfate, glass powder, calcium metasilicate powder, and the like. The role of the aggregate (e) is to reduce shrinkage when the coating film dries.
これらの骨材(e)はアクリル系重合体エマルジョン
(a)固形分100重量部に対して5〜100重量部の範囲で
添加することが必要である。骨材の添加量が5重量部未
満では塗膜が乾燥する際の収縮が大で、クラックが発生
しやすくなり、また100重量部を越えると弾力性が不十
分となるので好ましくない。なお、ケイソウ土を5〜50
重量部用いた場合には良好なつや消し性のカラー舗装材
組成物が得られる。It is necessary to add these aggregates (e) in the range of 5 to 100 parts by weight based on 100 parts by weight of the solid content of the acrylic polymer emulsion (a). If the amount of the aggregate is less than 5 parts by weight, the coating film shrinks greatly upon drying and cracks are likely to occur, and if it exceeds 100 parts by weight, the elasticity becomes insufficient, which is not preferable. In addition, diatomaceous earth is 5-50
When used in parts by weight, a good matte color paving material composition can be obtained.
本発明に用いられる分散剤(f)としては例えばポリ
アクリル酸ソーダ、トリポリ燐酸ソーダ、スチレン−マ
レイン酸系レジン、アニオン系あるいはノニオン系の界
面活性剤等が挙げられる。分散剤(f)はゴム粉
(b)、着色顔料(d)、骨材(e)を分散させるため
の助剤として作用する。Examples of the dispersant (f) used in the present invention include sodium polyacrylate, sodium tripolyphosphate, styrene-maleic resin, anionic or nonionic surfactant, and the like. The dispersant (f) acts as an auxiliary for dispersing the rubber powder (b), the coloring pigment (d), and the aggregate (e).
分散剤(f)はアクリル系重合体エマルジョン(a)
固形分100重量部に対して0.3〜30重量部の範囲で添加す
ることが必要である。分散剤(f)の添加量が0.3重量
部未満ではカラー舗装材組成物の分散安定性が劣り、ま
た30重量部以上では耐水性が低下するので好ましくな
い。The dispersant (f) is an acrylic polymer emulsion (a)
It is necessary to add 0.3 to 30 parts by weight based on 100 parts by weight of the solid content. If the amount of the dispersant (f) is less than 0.3 parts by weight, the dispersion stability of the color pavement composition is poor, and if it is more than 30 parts by weight, the water resistance is undesirably reduced.
本発明の弾力性カラー舗装材組成物には上記(a)〜
(f)成分の他に、組成物を更に安定化させるためにチ
クソトロピー付与剤を添加することが好ましい。The elastic color pavement composition of the present invention contains the above (a) to
In addition to the component (f), a thixotropic agent is preferably added to further stabilize the composition.
チクソトロピー付与剤としては例えば合成微粉シリ
カ、ベントナイト、有機ベントナイト、極微細表面処理
炭酸カルシウム等が挙げられる。チクソトロピー付与剤
はゴム粉(b)と骨材(e)の分離防止のための助剤と
して作用する。Examples of the thixotropic agent include synthetic finely divided silica, bentonite, organic bentonite, and ultrafine surface-treated calcium carbonate. The thixotropy-imparting agent acts as an auxiliary for preventing separation of the rubber powder (b) and the aggregate (e).
チクソトロピー付与剤はアクリル系重合体エマルジョ
ン(a)固形分100重量部に対して0.1〜10重量部の範囲
で添加される。チクソトロピー付与剤の添加量が0.1重
量部未満ではカラー舗装材組成物の分離・沈降安定性が
劣り、また10重量部以上では流動性が劣るので好ましく
ない。The thixotropic agent is added in the range of 0.1 to 10 parts by weight based on 100 parts by weight of the solid content of the acrylic polymer emulsion (a). If the amount of the thixotropy-imparting agent is less than 0.1 part by weight, the stability and separation / sedimentation stability of the color pavement composition will be poor.
本発明の弾力性カラー舗装材組成物に必要に応じて添
加されるその他の成分としては、一般の塗料用添加剤、
例えば消泡剤、湿潤剤、増粘剤、中和剤、防腐剤、凍結
防止剤等が挙げられる。これらの各種配合材料の添加順
序は特に制限されない。Other components that are optionally added to the elastic color pavement composition of the present invention include a general paint additive,
For example, antifoaming agents, wetting agents, thickening agents, neutralizing agents, preservatives, antifreezing agents and the like can be mentioned. The order of adding these various compounding materials is not particularly limited.
本発明の弾力性カラー舗装材組成物は、常温乾燥型で
あるため、加熱操作等は一切不要であり、通常の塗装方
法、例えばスプレー、レーキ、コテ等を使用して下地、
例えばアスファルトコンクリート、コンクリート、モル
タル等の表面に直接塗装施工できる。Since the elastic color pavement composition of the present invention is of a room temperature drying type, no heating operation or the like is required at all, and a normal coating method, for example, a spray, a rake, a trowel,
For example, it can be directly painted on the surface of asphalt concrete, concrete, mortar and the like.
本発明の弾力性カラー舗装材組成物を用いて施工され
る場所としては簡易道路、テニスコート、遊歩道路、屋
内外プールサイド、運動場、サイクリング道路、建物の
屋上等が挙げられる。Examples of places to be constructed using the elastic color pavement composition of the present invention include simple roads, tennis courts, promenades, indoor and outdoor poolsides, sports grounds, cycling roads, and rooftops of buildings.
次に本発明の弾力性カラー舗装材組成物を下地に被覆
する際の下地の状況について説明する。Next, the condition of the base when the elastic color pavement composition of the present invention is coated on the base will be described.
通常の場合、アスファルト、コンクリート等の下地の
表面に直接弾力性カラー舗装材組成物を被覆するのみで
充分に所期の目的は達成されるが、接着性が強く要求さ
れる場合や、色彩効果を高める場合、更には平滑な仕上
がり面が要求される場合には下地面と弾力性カラー舗装
材層との間に下塗り舗装材を施工するのが好ましい。こ
の下塗り舗装材としては例えばアクリル系重合体エマル
ジョン、造膜助剤、着色顔料、硅砂等を配合したものに
水を添加して撹拌混合したものが挙げられ、これをスプ
レーまたはレーキにて施工することが可能である。ま
た、これ以外にもアスファルト乳剤系、セメント系等の
下塗り舗装材を使用することができる。In the normal case, the intended purpose can be sufficiently achieved only by directly coating the surface of the base material such as asphalt or concrete with the elastic color pavement composition. In the case where the surface roughness is increased and a smooth finished surface is required, it is preferable to apply an undercoat paving material between the base surface and the elastic color paving material layer. As the undercoating pavement material, for example, a mixture obtained by adding water to a mixture of an acrylic polymer emulsion, a film forming aid, a coloring pigment, silica sand, and the like, followed by stirring and mixing, and applying this by spraying or rake. It is possible. In addition, an undercoat pavement material such as an asphalt emulsion type and a cement type can be used.
以下実施例にて本発明を説明するが、本発明はこれら
の実施例に限定されるものではない。Hereinafter, the present invention will be described with reference to examples, but the present invention is not limited to these examples.
なお、例中の部及び%は重量基準である。 In the examples, parts and% are based on weight.
合 成 例 <アクリル系重合体エマルジョンの合成> 重合缶に水26部を仕込み、これに水20部、ポリオキシ
エチレンノニルフェニルエーテル1部、ポリオキシエチ
レンラウリルサルフェート3部、スチレン9部、アクリ
ル酸ブチル21部、メタクリル酸グリシジル1部、アクリ
ルアミド0.2部及びメタクリル酸0.2部を混合した乳化液
と、水4部に過硫酸カリウム0.2部を溶解した触媒水溶
液を逐次添加しながら85℃で3時間乳化重合を行い、中
心層となるポリマーのエマルジョン〔モノマー(I)の
重合体エマルジョン〕を形成させた。このポリマーのガ
ラス転移点Tgは−20℃であった。Synthesis Example <Synthesis of acrylic polymer emulsion> 26 parts of water were charged into a polymerization vessel, and 20 parts of water, 1 part of polyoxyethylene nonylphenyl ether, 3 parts of polyoxyethylene lauryl sulfate, 9 parts of styrene, and 9 parts of acrylic acid Emulsification at 85 ° C. for 3 hours while sequentially adding an emulsion obtained by mixing 21 parts of butyl, 1 part of glycidyl methacrylate, 0.2 part of acrylamide and 0.2 part of methacrylic acid, and an aqueous catalyst solution obtained by dissolving 0.2 part of potassium persulfate in 4 parts of water. Polymerization was carried out to form an emulsion of a polymer to be a central layer [polymer emulsion of monomer (I)]. The glass transition point Tg of this polymer was −20 ° C.
次にこの重合体エマルジョンを90℃に昇温し、これに
スチレン11部、メタクリル酸グリシジル1部及びメタク
リル酸0.7部を混合したガラス転移点Tgが98℃のモノマ
ー混合液〔モノマー(II)〕を逐次添加しながら2時間
乳化重合を行い、固形分約46%、粘度約200cps、pH9.0
のアクリル系重合体エマルジョンを得た。Next, the polymer emulsion was heated to 90 ° C., and 11 parts of styrene, 1 part of glycidyl methacrylate, and 0.7 part of methacrylic acid were mixed with the monomer emulsion to have a glass transition point Tg of 98 ° C. [monomer (II)] Was continuously added for 2 hours, and the solid content was about 46%, the viscosity was about 200 cps, and the pH was 9.0.
Was obtained.
実施例1〜3 上記合成例で得たアクリル系エマルジョンの固形分換
算で100部に対して、造膜助剤としてテキサノール9
部、表−1に示す各種粒径分布を有するゴム粉100部、
着色顔料として酸化鉄系ベンガラ30部、骨材として硅石
粉50部、分散剤としてポリアクリル酸ソーダ3部、チク
ソトロピー付与剤として有機ベントナイト1.5部、ヒド
ロキシエチルセルロース0.3部、及び消泡剤0.7部を添加
し、充分分散混合して本発明の弾力性カラー舗装材組成
物を得た。Examples 1 to 3 Texanol 9 was used as a film-forming auxiliary with respect to 100 parts in terms of solid content of the acrylic emulsion obtained in the above synthesis example.
Parts, 100 parts of rubber powder having various particle size distributions shown in Table 1,
30 parts of iron oxide-based red iron oxide as a coloring pigment, 50 parts of silica powder as an aggregate, 3 parts of sodium polyacrylate as a dispersant, 1.5 parts of organic bentonite, 0.3 parts of hydroxyethylcellulose, and 0.7 parts of an antifoaming agent as a thixotropic agent Then, the mixture was sufficiently dispersed and mixed to obtain an elastic color pavement composition of the present invention.
実施例4 上記合成例で得たアクリル系エマルジョンの固形分換
算で100部に対して、造膜助剤としてブチルセロソルブ1
0部、表−1に示す各種粒径分布を有するゴム粉200部、
着色顔料として酸化鉄系ベンガラ30部、骨材として硅石
粉50部、分散材としてポリアクリル酸ソーダ3部及びト
リポリリン酸ソーダ2部、ヒドロキシエチルセルロース
0.2部、及び消泡材0.7部を添加し、充分分散混合して本
発明の弾力性カラー舗装材組成物を得た。Example 4 Based on 100 parts in terms of solid content of the acrylic emulsion obtained in the above synthesis example, butyl cellosolve 1 was used as a film-forming aid.
0 parts, 200 parts of rubber powder having various particle size distributions shown in Table 1,
30 parts of iron oxide based red iron oxide as color pigment, 50 parts of silica powder as aggregate, 3 parts of sodium polyacrylate and 2 parts of sodium tripolyphosphate as dispersants, hydroxyethyl cellulose
0.2 parts and 0.7 parts of an antifoaming material were added and sufficiently dispersed and mixed to obtain an elastic color pavement composition of the present invention.
比較例1 ゴム粉を添加しなかった他は実施例と同様にしてカラ
ー舗装材組成物を得た。Comparative Example 1 A color pavement material composition was obtained in the same manner as in Example except that no rubber powder was added.
比較例2,3 表−1に示す粒径分布を有するゴム粉を使用した他は
実施例と同様にしてカラー舗装材組成物を得た。Comparative Examples 2 and 3 A color pavement composition was obtained in the same manner as in Example except that rubber powder having a particle size distribution shown in Table 1 was used.
尚、上記の実施例及び比較例で使用したゴム粉は生産
廃棄物を再利用したものである。Note that the rubber powder used in the above Examples and Comparative Examples was produced by reusing production waste.
上記実施例及び比較例で得られたカラー舗装材組成物
の(1)耐水性、(2)接着強度、(3)耐摩耗強度、
(4)耐候性、(5)耐ブリスター性、(6)平滑性及
び(7)弾力性を以下の方法によって評価し、その結果
を表−2に示した。 (1) water resistance, (2) adhesive strength, (3) abrasion resistance of the color pavement composition obtained in the above Examples and Comparative Examples,
(4) Weather resistance, (5) blister resistance, (6) smoothness and (7) elasticity were evaluated by the following methods, and the results are shown in Table-2.
(1) 耐水性 アスファルトルーフィング紙にスプレーで各カラー舗
装材組成物を厚さ約1mmに塗装し、常温で7日間放置し
て自然乾燥後、水中に48時間浸漬し、肉眼でそれらの表
面状態を観察し、異常の有無を以下の基準によって判定
した。(1) Water resistance Each color paving material composition is applied to asphalt roofing paper by spraying to a thickness of about 1 mm, allowed to dry at room temperature for 7 days, naturally dried, immersed in water for 48 hours, and visually inspected for their surface condition Was observed, and the presence or absence of abnormality was determined based on the following criteria.
評価基準 ○:異常なし △:白化膨潤少ない ×:白化膨潤著しい (2) 接着強度 常 態: アスファルト板(30cm×30cm×5cm)に各カラー舗装
材組成物をスプレーで厚さ約1mmになるように2回塗装
し、常温で7日間放置して自然乾燥後、建研式接着試験
機で引張強度を測定した。Evaluation criteria ○: No abnormality △: Less whitening and swelling ×: Significant whitening and swelling (2) Adhesive strength Normal condition: Spray each color paving material composition on asphalt board (30cm × 30cm × 5cm) to a thickness of about 1mm , And allowed to stand at room temperature for 7 days, and after natural drying, the tensile strength was measured with a Kenken-type adhesion tester.
耐 水: 上記の常態接着強度と同一条件で各カラー舗装材を
アスファルト板(30cm×30cm×5cm)に塗装し、常温で
7日間放置して自然乾燥後、水中に2日間放置して建研
式接着試験機で引張強度を測定した。Water resistance: Each color pavement material is coated on asphalt board (30cm × 30cm × 5cm) under the same conditions as the normal adhesive strength described above, left at room temperature for 7 days, air-dried, and left in water for 2 days. Tensile strength was measured with an adhesion tester.
(3) 耐摩耗強度 常 態: 直径約10cmの丸型スレート板にスプレーで各カラー舗
装材組成物を厚さ約1mmに塗装し、常温で7日間放置し
て自然乾燥後、テーバー式摩耗試験機で100回転当たり
の摩耗mg数を測定した。(JIS K5665による) 耐 水: 上記の常態耐摩耗強度と同一条件で各カラー舗装材
をスレート板に塗装し、常温で7日間放置して自然乾燥
後、水中に1日放置後、テーバー式摩耗試験機で100回
転当たりの摩耗mg数を測定した。(JIS K5665による) (4) 耐候性(JIS K5400による) スレート板(10cm×5cm×0.5cm)にスプレーで各カラ
ー舗装材組成物を厚さ約1mmに塗装し、常温で7日間放
置して自然乾燥後、サンシャインウェザーメーターによ
る促進耐候試験を600時間行い、カラー舗装材組成物を
観察し、以下の基準により評価した。(3) Abrasion resistance Normal condition: Each color paving material composition is sprayed on a round slate plate with a diameter of about 10cm to a thickness of about 1mm, left at room temperature for 7 days, air-dried, and a Taber abrasion test The number of wear mg per 100 rotations was measured with a machine. (According to JIS K5665) Water resistance: Each color paving material is applied to a slate plate under the same conditions as the normal wear resistance described above, left at room temperature for 7 days, air-dried, left in water for 1 day, and then a Taber abrasion The number of wear mg per 100 rotations was measured with a test machine. (Based on JIS K5665) (4) Weather resistance (based on JIS K5400) Paint each color pavement composition to a thickness of about 1 mm by spraying on a slate plate (10 cm × 5 cm × 0.5 cm) and leave it at room temperature for 7 days. After air drying, an accelerated weathering test with a sunshine weather meter was performed for 600 hours, and the color pavement composition was observed and evaluated according to the following criteria.
評価基準 △:変色あり ○:異常なし (5) 耐ブリスター性 アスファルト板(7cm×15cm×3cm)にスプレーで各カ
ラー舗装材組成物を600g/m2塗装し、乾燥した後に更に
2回繰り返し塗装する。これを常温で7日間放置して自
然乾燥後、水中に24時間浸漬し、取り出した直後に赤外
線照射により20分間で表温度を80℃に加熱させてカラー
舗装材方面に発生するブリスター(フクレ)を観察し、
以下の基準により評価した。Evaluation criteria △: Discoloration ○: No abnormality (5) Blister resistance Each color paving material composition was applied to an asphalt board (7 cm × 15 cm × 3 cm) by spraying at 600 g / m 2 , dried and then repeatedly applied twice more. I do. This is left standing at room temperature for 7 days, naturally dried, immersed in water for 24 hours, and immediately after being taken out, the surface temperature is heated to 80 ° C. in 20 minutes by infrared irradiation and blisters generated on the color pavement (fukuro) Observe
Evaluation was made according to the following criteria.
評価基準 ○:異常なし △:20%未満のブリスター発生 ×:20%以上のブリスター発生 (6) 平滑性 アスファルト板(30cm×30cm×5cm)にスプレーで各
カラー舗装材組成物を600g/m2塗装し、乾燥した後に更
に1回繰り返し塗装する。これを常温で2日間放置して
自然乾燥後、表面の平滑性(ザラツキ性)を以下の基準
により指触判定した。Evaluation criteria ○: No abnormality △: Blister generation of less than 20% ×: Blister generation of 20% or more (6) Smoothness 600 g / m 2 of each color pavement composition by spraying on asphalt board (30 cm × 30 cm × 5 cm) After the coating and drying, the coating is repeated once more. This was allowed to stand at room temperature for 2 days and air-dried, and then the smoothness (roughness) of the surface was evaluated by finger touch according to the following criteria.
判定基準 ◎:ザラツキ非常に少ない ○:ザラツキ少ない △:ザラツキ少々多い ×:ザラツキ多い (7) 弾力性 アスファルト板(30cm×30cm×5cm)にスプレーで各
カラー舗装材組成物を600g/m2塗装し、乾燥した後に更
に2回繰り返し塗装する。これを常温で7日間放置して
自然乾燥後、1mの高さから落としたゴルフボールの反発
性及びショア式硬度計による硬さの総合から以下の基準
により弾力性を判定する。Criteria ◎: roughness much less ○: roughness less △: roughness Some more ×: roughness often (7) elasticity asphalt plate (30 cm × 30 cm × 5 cm) each colored paving material composition by spraying to a 600 g / m 2 coating After drying, the coating is repeated twice more. The golf ball was allowed to stand at room temperature for 7 days, allowed to dry naturally, and then dropped from a height of 1 m. The resilience of the golf ball and the hardness measured by a Shore hardness tester were used to determine the elasticity according to the following criteria.
判定基準 ◎:弾力性大きい ○:弾力性やや大きい △:弾力性やや小さい ×:弾力性小さい 〔発明の効果〕 本発明の弾力性カラー舗装材組成物は従来のものに比
較して耐水性、接着強度、耐摩耗性、耐ブリスター性及
び耐候性を維持し、且つテニスコート等のスポーツ施設
にも好適に使用できる平滑性、弾力性及び摩擦抵抗性を
兼備している。このため柔軟な足触りで運動することが
できるので、長時間運動しても疲労することは少ない。
また、運動靴との間に適度な摩擦を有しているため過激
な運動を行っても滑って転倒することも少ない。Judgment criteria ◎: large elasticity ○: slightly large elasticity △: slightly small elasticity ×: small elasticity [Effect of the Invention] The elastic color pavement composition of the present invention maintains water resistance, adhesive strength, abrasion resistance, blister resistance and weather resistance as compared with conventional ones, and sports facilities such as tennis courts. It has both smoothness, elasticity and friction resistance that can be suitably used. For this reason, since it is possible to exercise with a soft touch, there is little fatigue even when exercising for a long time.
In addition, since the shoe has moderate friction with the athletic shoes, even if the user exercises intensely, it hardly slips and falls.
Claims (1)
含む3種以上のモノマーであり、それらの重合体のガラ
ス転移点が20℃以下であるモノマー(I)を乳化重合し
た重合体エマルジョンの存在下で、アクリル系架橋反応
性モノマーを含む3種以上のモノマーであり、それらの
重合体のガラス転移点が40℃以上であるモノマー(II)
を乳化重合して得られるアクリル系重合体エマルジョン
100重量部 (b) 最大径が、 1.2mmより大きいもの 0〜10重量% 1.2〜0.3mmのもの 30〜80重量% 0.3mmより小さいもの 20〜70重量% からなるゴム粉 50〜400 重量部 (c) 造膜助剤 1〜30 重量部 (d) 着色顔料 2〜60 重量部 (e) 骨 材 5〜100 重量部 及び、 (f) 分散剤 0.3〜30 重量部 からなることを特徴とする水性弾力性カラー舗装材組成
物。(1) A polymer emulsion obtained by emulsion-polymerizing a monomer (I) which is at least three kinds of monomers including an acrylic crosslinking reactive monomer and whose polymer has a glass transition point of 20 ° C. or lower. Monomers (II), which are three or more monomers including acrylic cross-linking reactive monomers in the presence thereof, and whose polymers have a glass transition point of 40 ° C. or higher.
Polymer emulsion obtained by emulsion polymerization of
100 parts by weight (b) The maximum diameter is larger than 1.2 mm 0 to 10% by weight 1.2 to 0.3 mm 30 to 80% by weight Smaller than 0.3 mm 20 to 70% by weight Rubber powder consisting of 50 to 400 parts by weight (C) 1 to 30 parts by weight of a film-forming auxiliary (d) 2 to 60 parts by weight of a coloring pigment (e) 5 to 100 parts by weight of aggregate and (f) 0.3 to 30 parts by weight of a dispersant Water-based elastic color pavement composition.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1123956A JP2716798B2 (en) | 1989-05-17 | 1989-05-17 | Elastic color pavement composition |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1123956A JP2716798B2 (en) | 1989-05-17 | 1989-05-17 | Elastic color pavement composition |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02304103A JPH02304103A (en) | 1990-12-17 |
JP2716798B2 true JP2716798B2 (en) | 1998-02-18 |
Family
ID=14873507
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1123956A Expired - Lifetime JP2716798B2 (en) | 1989-05-17 | 1989-05-17 | Elastic color pavement composition |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2716798B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100967958B1 (en) * | 2007-12-13 | 2010-07-06 | (주)삼우아이엠씨 | Colored concrete composition for road paving and its manufacturing method |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2852018B1 (en) * | 2003-03-07 | 2005-04-29 | BITUMINOUS BINDER AND PROCESS FOR PREPARING IT. | |
JP6026035B1 (en) * | 2016-04-08 | 2016-11-16 | 前田道路株式会社 | Method for producing asphalt pavement mixture |
TW201925279A (en) * | 2017-09-26 | 2019-07-01 | 國立大學法人北海道大學 | Tough fiber composite elastomer |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56136857A (en) * | 1980-03-31 | 1981-10-26 | Daicel Chem Ind Ltd | Color paving composition |
JPS63156871A (en) * | 1986-12-22 | 1988-06-29 | Daicel Chem Ind Ltd | Colored paving material |
-
1989
- 1989-05-17 JP JP1123956A patent/JP2716798B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100967958B1 (en) * | 2007-12-13 | 2010-07-06 | (주)삼우아이엠씨 | Colored concrete composition for road paving and its manufacturing method |
Also Published As
Publication number | Publication date |
---|---|
JPH02304103A (en) | 1990-12-17 |
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