JP5776268B2 - Self-leveling material - Google Patents
Self-leveling material Download PDFInfo
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- JP5776268B2 JP5776268B2 JP2011073120A JP2011073120A JP5776268B2 JP 5776268 B2 JP5776268 B2 JP 5776268B2 JP 2011073120 A JP2011073120 A JP 2011073120A JP 2011073120 A JP2011073120 A JP 2011073120A JP 5776268 B2 JP5776268 B2 JP 5776268B2
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- JP
- Japan
- Prior art keywords
- mass
- self
- gypsum
- leveling material
- hydraulic component
- Prior art date
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- 239000000463 material Substances 0.000 title claims description 51
- 239000011398 Portland cement Substances 0.000 claims description 29
- 239000000843 powder Substances 0.000 claims description 27
- 239000010440 gypsum Substances 0.000 claims description 25
- 229910052602 gypsum Inorganic materials 0.000 claims description 25
- 239000004568 cement Substances 0.000 claims description 24
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 18
- ZOMBKNNSYQHRCA-UHFFFAOYSA-J calcium sulfate hemihydrate Chemical compound O.[Ca+2].[Ca+2].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O ZOMBKNNSYQHRCA-UHFFFAOYSA-J 0.000 claims description 16
- 239000003795 chemical substances by application Substances 0.000 claims description 15
- 239000002893 slag Substances 0.000 claims description 8
- 235000019738 Limestone Nutrition 0.000 claims description 6
- 239000006028 limestone Substances 0.000 claims description 6
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 claims description 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
- 239000002253 acid Substances 0.000 description 11
- 229910003002 lithium salt Inorganic materials 0.000 description 11
- 159000000002 lithium salts Chemical class 0.000 description 11
- 239000000203 mixture Substances 0.000 description 11
- 239000002245 particle Substances 0.000 description 10
- 239000004576 sand Substances 0.000 description 10
- 230000000694 effects Effects 0.000 description 8
- 239000004570 mortar (masonry) Substances 0.000 description 8
- 238000002156 mixing Methods 0.000 description 6
- 238000010521 absorption reaction Methods 0.000 description 5
- 239000011362 coarse particle Substances 0.000 description 5
- 239000000047 product Substances 0.000 description 5
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 4
- 239000004721 Polyphenylene oxide Substances 0.000 description 4
- 239000003607 modifier Substances 0.000 description 4
- 229920000570 polyether Polymers 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 239000000377 silicon dioxide Substances 0.000 description 4
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 description 3
- WMFOQBRAJBCJND-UHFFFAOYSA-M Lithium hydroxide Chemical compound [Li+].[OH-] WMFOQBRAJBCJND-UHFFFAOYSA-M 0.000 description 3
- 150000007513 acids Chemical class 0.000 description 3
- -1 boric acid compound Chemical class 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- KRKNYBCHXYNGOX-UHFFFAOYSA-N citric acid Chemical compound OC(=O)CC(O)(C(O)=O)CC(O)=O KRKNYBCHXYNGOX-UHFFFAOYSA-N 0.000 description 3
- 238000011156 evaluation Methods 0.000 description 3
- XGZVUEUWXADBQD-UHFFFAOYSA-L lithium carbonate Chemical compound [Li+].[Li+].[O-]C([O-])=O XGZVUEUWXADBQD-UHFFFAOYSA-L 0.000 description 3
- 229910052808 lithium carbonate Inorganic materials 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- RGHNJXZEOKUKBD-SQOUGZDYSA-N D-gluconic acid Chemical compound OC[C@@H](O)[C@@H](O)[C@H](O)[C@@H](O)C(O)=O RGHNJXZEOKUKBD-SQOUGZDYSA-N 0.000 description 2
- FEWJPZIEWOKRBE-JCYAYHJZSA-N Dextrotartaric acid Chemical compound OC(=O)[C@H](O)[C@@H](O)C(O)=O FEWJPZIEWOKRBE-JCYAYHJZSA-N 0.000 description 2
- KRHYYFGTRYWZRS-UHFFFAOYSA-N Fluorane Chemical compound F KRHYYFGTRYWZRS-UHFFFAOYSA-N 0.000 description 2
- AEMRFAOFKBGASW-UHFFFAOYSA-N Glycolic acid Chemical compound OCC(O)=O AEMRFAOFKBGASW-UHFFFAOYSA-N 0.000 description 2
- UIIMBOGNXHQVGW-UHFFFAOYSA-M Sodium bicarbonate Chemical compound [Na+].OC([O-])=O UIIMBOGNXHQVGW-UHFFFAOYSA-M 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 2
- 239000000654 additive Substances 0.000 description 2
- 230000000996 additive effect Effects 0.000 description 2
- WPYMKLBDIGXBTP-UHFFFAOYSA-N benzoic acid Chemical compound OC(=O)C1=CC=CC=C1 WPYMKLBDIGXBTP-UHFFFAOYSA-N 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 229910000019 calcium carbonate Inorganic materials 0.000 description 2
- 239000005018 casein Substances 0.000 description 2
- BECPQYXYKAMYBN-UHFFFAOYSA-N casein, tech. Chemical compound NCCCCC(C(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(CC(C)C)N=C(O)C(CCC(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(C(C)O)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(COP(O)(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(N)CC1=CC=CC=C1 BECPQYXYKAMYBN-UHFFFAOYSA-N 0.000 description 2
- 235000021240 caseins Nutrition 0.000 description 2
- 239000003054 catalyst Substances 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 229910001653 ettringite Inorganic materials 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- LNTHITQWFMADLM-UHFFFAOYSA-N gallic acid Chemical compound OC(=O)C1=CC(O)=C(O)C(O)=C1 LNTHITQWFMADLM-UHFFFAOYSA-N 0.000 description 2
- ROBFUDYVXSDBQM-UHFFFAOYSA-N hydroxymalonic acid Chemical compound OC(=O)C(O)C(O)=O ROBFUDYVXSDBQM-UHFFFAOYSA-N 0.000 description 2
- JVTAAEKCZFNVCJ-UHFFFAOYSA-N lactic acid Chemical compound CC(O)C(O)=O JVTAAEKCZFNVCJ-UHFFFAOYSA-N 0.000 description 2
- KWGKDLIKAYFUFQ-UHFFFAOYSA-M lithium chloride Chemical compound [Li+].[Cl-] KWGKDLIKAYFUFQ-UHFFFAOYSA-M 0.000 description 2
- IIPYXGDZVMZOAP-UHFFFAOYSA-N lithium nitrate Chemical compound [Li+].[O-][N+]([O-])=O IIPYXGDZVMZOAP-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 150000007524 organic acids Chemical class 0.000 description 2
- 238000010298 pulverizing process Methods 0.000 description 2
- 239000010453 quartz Substances 0.000 description 2
- 230000001603 reducing effect Effects 0.000 description 2
- YGSDEFSMJLZEOE-UHFFFAOYSA-N salicylic acid Chemical compound OC(=O)C1=CC=CC=C1O YGSDEFSMJLZEOE-UHFFFAOYSA-N 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 229910021487 silica fume Inorganic materials 0.000 description 2
- 159000000000 sodium salts Chemical class 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000002562 thickening agent Substances 0.000 description 2
- QBYIENPQHBMVBV-HFEGYEGKSA-N (2R)-2-hydroxy-2-phenylacetic acid Chemical compound O[C@@H](C(O)=O)c1ccccc1.O[C@@H](C(O)=O)c1ccccc1 QBYIENPQHBMVBV-HFEGYEGKSA-N 0.000 description 1
- BJEPYKJPYRNKOW-REOHCLBHSA-N (S)-malic acid Chemical compound OC(=O)[C@@H](O)CC(O)=O BJEPYKJPYRNKOW-REOHCLBHSA-N 0.000 description 1
- RBNPOMFGQQGHHO-UHFFFAOYSA-N -2,3-Dihydroxypropanoic acid Natural products OCC(O)C(O)=O RBNPOMFGQQGHHO-UHFFFAOYSA-N 0.000 description 1
- VBSTXRUAXCTZBQ-UHFFFAOYSA-N 1-hexyl-4-phenylpiperazine Chemical compound C1CN(CCCCCC)CCN1C1=CC=CC=C1 VBSTXRUAXCTZBQ-UHFFFAOYSA-N 0.000 description 1
- OWEGMIWEEQEYGQ-UHFFFAOYSA-N 100676-05-9 Natural products OC1C(O)C(O)C(CO)OC1OCC1C(O)C(O)C(O)C(OC2C(OC(O)C(O)C2O)CO)O1 OWEGMIWEEQEYGQ-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 239000005711 Benzoic acid Substances 0.000 description 1
- LSNNMFCWUKXFEE-UHFFFAOYSA-M Bisulfite Chemical compound OS([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-M 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- UGFAIRIUMAVXCW-UHFFFAOYSA-N Carbon monoxide Chemical compound [O+]#[C-] UGFAIRIUMAVXCW-UHFFFAOYSA-N 0.000 description 1
- RGHNJXZEOKUKBD-UHFFFAOYSA-N D-gluconic acid Natural products OCC(O)C(O)C(O)C(O)C(O)=O RGHNJXZEOKUKBD-UHFFFAOYSA-N 0.000 description 1
- RBNPOMFGQQGHHO-UWTATZPHSA-N D-glyceric acid Chemical compound OC[C@@H](O)C(O)=O RBNPOMFGQQGHHO-UWTATZPHSA-N 0.000 description 1
- 239000004375 Dextrin Substances 0.000 description 1
- 229920001353 Dextrin Polymers 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- WQZGKKKJIJFFOK-GASJEMHNSA-N Glucose Natural products OC[C@H]1OC(O)[C@H](O)[C@@H](O)[C@@H]1O WQZGKKKJIJFFOK-GASJEMHNSA-N 0.000 description 1
- GUBGYTABKSRVRQ-PICCSMPSSA-N Maltose Natural products O[C@@H]1[C@@H](O)[C@H](O)[C@@H](CO)O[C@@H]1O[C@@H]1[C@@H](CO)OC(O)[C@H](O)[C@H]1O GUBGYTABKSRVRQ-PICCSMPSSA-N 0.000 description 1
- 229920000877 Melamine resin Polymers 0.000 description 1
- 239000006004 Quartz sand Substances 0.000 description 1
- IWYDHOAUDWTVEP-UHFFFAOYSA-N R-2-phenyl-2-hydroxyacetic acid Natural products OC(=O)C(O)C1=CC=CC=C1 IWYDHOAUDWTVEP-UHFFFAOYSA-N 0.000 description 1
- UIIMBOGNXHQVGW-DEQYMQKBSA-M Sodium bicarbonate-14C Chemical compound [Na+].O[14C]([O-])=O UIIMBOGNXHQVGW-DEQYMQKBSA-M 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- FEWJPZIEWOKRBE-UHFFFAOYSA-N Tartaric acid Natural products [H+].[H+].[O-]C(=O)C(O)C(O)C([O-])=O FEWJPZIEWOKRBE-UHFFFAOYSA-N 0.000 description 1
- JACRWUWPXAESPB-QMMMGPOBSA-N Tropic acid Natural products OC[C@H](C(O)=O)C1=CC=CC=C1 JACRWUWPXAESPB-QMMMGPOBSA-N 0.000 description 1
- 125000001931 aliphatic group Chemical group 0.000 description 1
- 229910052783 alkali metal Inorganic materials 0.000 description 1
- 229910052784 alkaline earth metal Inorganic materials 0.000 description 1
- BJEPYKJPYRNKOW-UHFFFAOYSA-N alpha-hydroxysuccinic acid Natural products OC(=O)C(O)CC(O)=O BJEPYKJPYRNKOW-UHFFFAOYSA-N 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- 125000003118 aryl group Chemical group 0.000 description 1
- LFYJSSARVMHQJB-QIXNEVBVSA-N bakuchiol Chemical compound CC(C)=CCC[C@@](C)(C=C)\C=C\C1=CC=C(O)C=C1 LFYJSSARVMHQJB-QIXNEVBVSA-N 0.000 description 1
- 159000000009 barium salts Chemical class 0.000 description 1
- 235000010233 benzoic acid Nutrition 0.000 description 1
- WQZGKKKJIJFFOK-VFUOTHLCSA-N beta-D-glucose Chemical compound OC[C@H]1O[C@@H](O)[C@H](O)[C@@H](O)[C@@H]1O WQZGKKKJIJFFOK-VFUOTHLCSA-N 0.000 description 1
- GUBGYTABKSRVRQ-QUYVBRFLSA-N beta-maltose Chemical compound OC[C@H]1O[C@H](O[C@H]2[C@H](O)[C@@H](O)[C@H](O)O[C@@H]2CO)[C@H](O)[C@@H](O)[C@@H]1O GUBGYTABKSRVRQ-QUYVBRFLSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 239000004327 boric acid Substances 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- 159000000007 calcium salts Chemical class 0.000 description 1
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 1
- 235000015165 citric acid Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006477 desulfuration reaction Methods 0.000 description 1
- 230000023556 desulfurization Effects 0.000 description 1
- 235000019425 dextrin Nutrition 0.000 description 1
- 150000004683 dihydrates Chemical class 0.000 description 1
- JCCYXJAEFHYHPP-OLXYHTOASA-L dilithium;(2r,3r)-2,3-dihydroxybutanedioate Chemical compound [Li+].[Li+].[O-]C(=O)[C@H](O)[C@@H](O)C([O-])=O JCCYXJAEFHYHPP-OLXYHTOASA-L 0.000 description 1
- JHFZWTMEVGPUTE-UHFFFAOYSA-L dilithium;2-hydroxybutanedioate Chemical compound [Li+].[Li+].[O-]C(=O)C(O)CC([O-])=O JHFZWTMEVGPUTE-UHFFFAOYSA-L 0.000 description 1
- YNQRWVCLAIUHHI-UHFFFAOYSA-L dilithium;oxalate Chemical compound [Li+].[Li+].[O-]C(=O)C([O-])=O YNQRWVCLAIUHHI-UHFFFAOYSA-L 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000009969 flowable effect Effects 0.000 description 1
- 239000003546 flue gas Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 229940074391 gallic acid Drugs 0.000 description 1
- 235000004515 gallic acid Nutrition 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000000174 gluconic acid Substances 0.000 description 1
- 235000012208 gluconic acid Nutrition 0.000 description 1
- 239000008103 glucose Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000004310 lactic acid Substances 0.000 description 1
- 235000014655 lactic acid Nutrition 0.000 description 1
- XIXADJRWDQXREU-UHFFFAOYSA-M lithium acetate Chemical compound [Li+].CC([O-])=O XIXADJRWDQXREU-UHFFFAOYSA-M 0.000 description 1
- 229940071264 lithium citrate Drugs 0.000 description 1
- WJSIUCDMWSDDCE-UHFFFAOYSA-K lithium citrate (anhydrous) Chemical compound [Li+].[Li+].[Li+].[O-]C(=O)CC(O)(CC([O-])=O)C([O-])=O WJSIUCDMWSDDCE-UHFFFAOYSA-K 0.000 description 1
- INHCSSUBVCNVSK-UHFFFAOYSA-L lithium sulfate Inorganic materials [Li+].[Li+].[O-]S([O-])(=O)=O INHCSSUBVCNVSK-UHFFFAOYSA-L 0.000 description 1
- 159000000003 magnesium salts Chemical class 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000001630 malic acid Substances 0.000 description 1
- 235000011090 malic acid Nutrition 0.000 description 1
- 229960002510 mandelic acid Drugs 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- JDSHMPZPIAZGSV-UHFFFAOYSA-N melamine Chemical compound NC1=NC(N)=NC(N)=N1 JDSHMPZPIAZGSV-UHFFFAOYSA-N 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 235000010755 mineral Nutrition 0.000 description 1
- 235000005985 organic acids Nutrition 0.000 description 1
- FJKROLUGYXJWQN-UHFFFAOYSA-N papa-hydroxy-benzoic acid Natural products OC(=O)C1=CC=C(O)C=C1 FJKROLUGYXJWQN-UHFFFAOYSA-N 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 238000013031 physical testing Methods 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- XAEFZNCEHLXOMS-UHFFFAOYSA-M potassium benzoate Chemical compound [K+].[O-]C(=O)C1=CC=CC=C1 XAEFZNCEHLXOMS-UHFFFAOYSA-M 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 229960004889 salicylic acid Drugs 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- HELHAJAZNSDZJO-OLXYHTOASA-L sodium L-tartrate Chemical compound [Na+].[Na+].[O-]C(=O)[C@H](O)[C@@H](O)C([O-])=O HELHAJAZNSDZJO-OLXYHTOASA-L 0.000 description 1
- 229910000030 sodium bicarbonate Inorganic materials 0.000 description 1
- 235000017557 sodium bicarbonate Nutrition 0.000 description 1
- 239000001488 sodium phosphate Substances 0.000 description 1
- 229910000162 sodium phosphate Inorganic materials 0.000 description 1
- 235000011008 sodium phosphates Nutrition 0.000 description 1
- 239000001433 sodium tartrate Substances 0.000 description 1
- 229960002167 sodium tartrate Drugs 0.000 description 1
- 235000011004 sodium tartrates Nutrition 0.000 description 1
- 235000000346 sugar Nutrition 0.000 description 1
- 150000008163 sugars Chemical class 0.000 description 1
- 239000011975 tartaric acid Substances 0.000 description 1
- 235000002906 tartaric acid Nutrition 0.000 description 1
- 229940095064 tartrate Drugs 0.000 description 1
- RBTVSNLYYIMMKS-UHFFFAOYSA-N tert-butyl 3-aminoazetidine-1-carboxylate;hydrochloride Chemical compound Cl.CC(C)(C)OC(=O)N1CC(N)C1 RBTVSNLYYIMMKS-UHFFFAOYSA-N 0.000 description 1
- RYFMWSXOAZQYPI-UHFFFAOYSA-K trisodium phosphate Chemical compound [Na+].[Na+].[Na+].[O-]P([O-])([O-])=O RYFMWSXOAZQYPI-UHFFFAOYSA-K 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Description
本発明は、コンクリート床構造体等の構造物の施工に用いられるセルフレベリング材に関する。特に、低温下でも良好な硬化表面仕上りが得られるセメント系のセルフレベリング材に関する。 The present invention relates to a self-leveling material used for construction of a structure such as a concrete floor structure. In particular, the present invention relates to a cement-based self-leveling material that provides a good cured surface finish even at low temperatures.
セルフレベリング材には、高い流動性や流動保持性(可使時間)、速硬性等が要求される。また、表面精度を確保するため、良好な硬化表面仕上りが要求される。 The self-leveling material is required to have high fluidity, fluidity retention (pot life), fast curing, and the like. Moreover, in order to ensure surface accuracy, a good cured surface finish is required.
セルフレベリング材は、大別すると石膏系とセメント系があり、特に後者では環境温度による物性の変化が問題となる。そこで、広い温度範囲において、作業性(高流動性、長可使時間)及び硬化特性(平滑性、寸法安定性、表面性状、強度発現性)に優れ、かつ、超速硬性を具備した組成物として、特許文献1には、アルミナセメント、ポルトランドセメント、石膏及び高炉スラグよりなる水硬性成分と、リチウム塩及びホウ酸化合物よりなる凝結速度調整剤と、減水剤と、増粘剤と、よりなる自己流動性水硬性組成物が開示されている。 Self-leveling materials can be broadly classified into gypsum and cement, and the latter is particularly problematic in changes in physical properties due to environmental temperature. Therefore, as a composition having excellent workability (high fluidity, long pot life) and curing characteristics (smoothness, dimensional stability, surface properties, strength development) in a wide temperature range, and having ultra-fast curability. Patent Document 1 discloses a self component comprising a hydraulic component made of alumina cement, Portland cement, gypsum and blast furnace slag, a setting rate adjusting agent made of a lithium salt and a boric acid compound, a water reducing agent, and a thickener. A flowable hydraulic composition is disclosed.
また、低温環境下で高い流動性、水平レベル性、表面仕上がり性及び硬化特性に優れ、ひび割れが発生しない組成物として、特許文献2には、アルミナセメント、ポルトランドセメント及び石膏からなる水硬性成分と、凝結促進剤と、細骨材とを含有し、凝結促進剤がアルミン酸塩(リチウム塩を除く)及びリチウム塩を含む自己流動性水硬性組成物が開示されている。 In addition, as a composition that is excellent in high fluidity, horizontal level, surface finish, and curing characteristics in a low-temperature environment and does not generate cracks, Patent Document 2 includes a hydraulic component composed of alumina cement, Portland cement, and gypsum. A self-flowing hydraulic composition containing a setting accelerator and a fine aggregate, wherein the setting accelerator includes an aluminate (excluding a lithium salt) and a lithium salt is disclosed.
上記セメント系のセルフレベリング材では、水硬性成分として主にアルミナセメントやポルトランドセメントが使用されるが、材料コスト及び強度発現の面で、ポルトランドセメントの多い配合とすることが望まれる。しかしこの場合、硬化後の表面性状は温度の影響を大きく受けやすく、特に低温では、膨張による表面ひび割れが生じ易くなる。 In the cement-based self-leveling material, alumina cement or Portland cement is mainly used as the hydraulic component, but it is desired to have a high Portland cement composition in terms of material cost and strength development. However, in this case, the surface properties after curing are easily affected by temperature, and surface cracks due to expansion are likely to occur particularly at low temperatures.
本発明は、ポルトランドセメントを水硬性成分の主成分とするセルフレベリング材において、十分に高い作業性及び硬化特性を有し、特に、低温下でも良好な硬化表面仕上りが得られる組成物を提供することを目的とする。 The present invention provides a composition having a sufficiently high workability and curing characteristics, particularly a good cured surface finish even at low temperatures, in a self-leveling material containing Portland cement as a main component of a hydraulic component. For the purpose.
本発明者らは、上記課題を解決するために、ポルトランドセメントを水硬性成分の主成分とするセルフレベリング材において、水硬性成分の配合、添加剤の種類や添加条件、石膏の種類を変え、作業性や硬化特性、硬化表面仕上がりの温度依存性について詳細に検討した結果、これらをある特定の条件とすることにより目的とする組成物が得られることを見出し、本発明を完成するに至った。 In order to solve the above problems, the present inventors have changed the blending of the hydraulic component, the type and additive condition of the additive, the type of gypsum in the self-leveling material having Portland cement as the main component of the hydraulic component, As a result of examining the workability, the curing characteristics, and the temperature dependence of the cured surface finish in detail, it was found that the intended composition can be obtained by making these specific conditions, and the present invention was completed. .
すなわち、本発明は、ポルトランドセメント40〜60質量%、アルミナセメント15〜40質量%及び石膏10〜30質量%からなる水硬性成分と、無機粉体と、細骨材と、流動化剤と、凝結調整剤とを含有するセルフレベリング材であって、石膏はα半水石膏を含み、α半水石膏の水硬性成分における含有率が2〜20質量%であるセルフレベリング材を提供する。このようなセルフレベリング材は、十分に高い作業性及び硬化特性を有し、特に、低温下でも良好な硬化表面仕上りを得ることができる。 That is, the present invention comprises a hydraulic component comprising 40 to 60% by mass of Portland cement, 15 to 40% by mass of alumina cement and 10 to 30% by mass of gypsum, an inorganic powder, a fine aggregate, a fluidizing agent, A self-leveling material comprising a setting modifier, wherein the gypsum contains α-half-water gypsum, and the content of α-half-water gypsum in the hydraulic component is 2 to 20% by mass. Such a self-leveling material has sufficiently high workability and curing characteristics, and in particular, a good cured surface finish can be obtained even at low temperatures.
本発明のセルフレベリング材は、組成物中に含まれる水硬性成分100質量部に対して無機粉体を35〜200質量部含有し、細骨材を85〜325質量部含有すると、本発明の効果をより確実に発現することができる。 The self-leveling material of the present invention contains 35 to 200 parts by mass of inorganic powder and 85 to 325 parts by mass of fine aggregate with respect to 100 parts by mass of the hydraulic component contained in the composition. An effect can be expressed more reliably.
また、セルフレベリング材の強度発現性及び寸法安定性を向上する観点から、上記無機粉体は、高炉スラグ微粉末及び/又は石灰石微粉末であることが好ましい。 Moreover, it is preferable that the said inorganic powder is a blast furnace slag fine powder and / or a limestone fine powder from a viewpoint of improving the intensity | strength development property and dimensional stability of a self-leveling material.
本発明によれば、従来のアルミナセメントを水硬性成分の主成分とするセルフレベリング材よりも安価で強度発現に優れ、十分に高い作業性(高流動性、長可使時間)及び硬化特性(平滑性、寸法安定性)を有し、特に、低温下でも良好な硬化表面仕上りが得られるセルフレベリング材を提供することができる。 According to the present invention, it is cheaper than a self-leveling material having a conventional alumina cement as a main component of a hydraulic component, is excellent in strength development, has sufficiently high workability (high fluidity, long pot life) and curing characteristics ( In particular, a self-leveling material having smoothness and dimensional stability) and having a good cured surface finish even at low temperatures can be provided.
以下に本発明を詳しく説明する。 The present invention is described in detail below.
本発明のセルフレベリング材は、ポルトランドセメント40〜60質量%、アルミナセメント15〜40質量%及び石膏10〜30質量%からなる水硬性成分と、無機粉体と、細骨材と、流動化剤と、凝結調整剤とを含有する。 The self-leveling material of the present invention comprises a hydraulic component comprising 40 to 60% by mass of Portland cement, 15 to 40% by mass of alumina cement and 10 to 30% by mass of gypsum, an inorganic powder, a fine aggregate, and a fluidizing agent. And a setting modifier.
ここで、水硬性成分に用いられるポルトランドセメントとしては、普通ポルトランドセメント、早強ポルトランドセメント、超早強ポルトランドセメント、中庸熱ポルトランドセメント、低熱ポルトランドセメント及び耐硫酸塩ポルトランドセメントから選択して用いることができる。また、高炉セメント、フライアッシュセメント、シリカセメント等の混合セメントをその代替として使用することもできる。速硬性の観点から、普通ポルトランドセメント、早強ポルトランドセメント又は超早強ポルトランドセメントの使用が好ましい。 Here, the Portland cement used for the hydraulic component may be selected from ordinary Portland cement, early-strength Portland cement, ultra-high strength Portland cement, moderately hot Portland cement, low heat Portland cement and sulfate resistant Portland cement. it can. Moreover, mixed cements such as blast furnace cement, fly ash cement, silica cement and the like can be used as an alternative. From the viewpoint of quick setting, it is preferable to use ordinary Portland cement, early-strength Portland cement, or ultra-early-strength Portland cement.
水硬性成分に用いられるアルミナセメントとしては、鉱物組成の異なるものが数種知られ市販されている。これらの市販品は、いずれも主成分がモノカルシウムアルミネート(CA)であり、市販品はその種類によらず使用することができる。 Several types of alumina cements having different mineral compositions are known and are commercially available as hydraulic components. All of these commercially available products are mainly composed of monocalcium aluminate (CA), and any commercially available product can be used regardless of its type.
水硬性成分に用いられる石膏は、α半水石膏を含み、α半水石膏の水硬性成分における含有率が2〜20質量%である。α半水石膏の含有率が2質量%未満であると、良好な硬化表面仕上りが得られない傾向にある。また、α半水石膏の含有率が20質量%を超えると、流動性が低下する傾向にある。好ましい含有率は2〜17質量%であり、より好ましくは3〜15質量%、更に好ましくは3〜10質量%である。 The gypsum used for the hydraulic component contains α hemihydrate gypsum, and the content of α hemihydrate gypsum in the hydraulic component is 2 to 20% by mass. When the content of α hemihydrate gypsum is less than 2% by mass, a good cured surface finish tends not to be obtained. Moreover, when the content of α hemihydrate gypsum exceeds 20% by mass, the fluidity tends to decrease. A preferable content rate is 2 to 17% by mass, more preferably 3 to 15% by mass, and still more preferably 3 to 10% by mass.
α半水石膏以外の石膏成分としては、例えば、二水石膏、β半水石膏及び無水石膏が挙げられ、排煙脱硫やフッ酸製造工程等で副産される石膏、又は天然に産出される石膏のいずれも使用することができる。作業性(高流動性、長可使時間)の観点から、無水石膏の使用が好ましい。 Examples of the gypsum component other than α hemihydrate gypsum include dihydrate gypsum, β hemihydrate gypsum, and anhydrous gypsum, and gypsum produced as a by-product in flue gas desulfurization and hydrofluoric acid production processes, or naturally produced. Any gypsum can be used. From the viewpoint of workability (high fluidity, long pot life), it is preferable to use anhydrous gypsum.
本発明に係るセルフレベリング材においては、所定量のα半水石膏を配合することにより、低温下でも良好な硬化表面仕上がりを得ることができる。一方、β半水石膏では本効果は得られ難い。このような特異的な効果が得られる原因は必ずしも明らかではないが、α半水石膏を所定量配合することにより、ポルトランドセメントの粒子表面に適度な厚さのエトリンガイト皮膜を形成し、共存するアルミナセメントや石膏との反応を温度に関わらず一定に保つ作用をもたらしていると、本発明者らは推測している。一方、β半水石膏やその他の石膏では、皮膜の形成が不十分となり、反応の温度依存性が大きく現れ、特に低温で膨張性の微細なエトリンガイトが生成して表面のひび割れを生じさせると推察される。 In the self-leveling material according to the present invention, a favorable cured surface finish can be obtained even at low temperatures by blending a predetermined amount of α-hemihydrate gypsum. On the other hand, it is difficult to obtain this effect with β hemihydrate gypsum. The reason why such a specific effect is obtained is not necessarily clear, but by blending a predetermined amount of α hemihydrate gypsum, an ettringite film with an appropriate thickness is formed on the particle surface of Portland cement, and coexisting alumina The present inventors presume that the reaction with cement or gypsum has the effect of keeping the reaction constant regardless of the temperature. On the other hand, in β hemihydrate gypsum and other gypsum, the formation of the film becomes insufficient, and the temperature dependence of the reaction appears to be large, and it is assumed that fine ettringite that is expandable at low temperatures is generated, causing surface cracks. Is done.
本発明では、水硬性成分として、ポルトランドセメント、アルミナセメント及び石膏からなる水硬性成分を用いることにより、優れた自己流動性を有し、適正な可使時間と、優れた速硬性とを有するセルフレベリング材を得ることができる。 In the present invention, as a hydraulic component, by using a hydraulic component composed of Portland cement, alumina cement and gypsum, it has excellent self-fluidity, and has a proper pot life and excellent fast-curing property. A leveling material can be obtained.
水硬性成分は、その質量を100質量%とした場合に、ポルトランドセメント、アルミナセメント及び石膏を上記範囲で含む必要がある。これにより、材料コストが安価で、自己流動性、速硬性を有し、硬化中の体積変化が少ない硬化体を得ることが容易となる。 The hydraulic component needs to include Portland cement, alumina cement, and gypsum in the above range when the mass is 100% by mass. This makes it easy to obtain a cured product that is low in material cost, has self-fluidity and rapid curing, and has a small volume change during curing.
水硬性成分の配合割合は、好ましくはポルトランドセメント42〜58質量%、アルミナセメント20〜36質量%及び石膏14〜30質量%であり、より好ましくはポルトランドセメント45〜55質量%、アルミナセメント23〜33質量%及び石膏17〜27質量%であり、特に好ましくはポルトランドセメント47〜53質量%、アルミナセメント25〜29質量%及び石膏19〜25質量%である。 The blending ratio of the hydraulic component is preferably Portland cement 42 to 58 mass%, alumina cement 20 to 36 mass% and gypsum 14 to 30 mass%, more preferably Portland cement 45 to 55 mass%, alumina cement 23 to 33 mass% and gypsum 17-27 mass%, particularly preferably Portland cement 47-53 mass%, alumina cement 25-29 mass% and gypsum 19-25 mass%.
無機粉体としては、JIS A 6206「コンクリート用高炉スラグ微粉末」で規定される高炉スラグ微粉末、JIS R 5212「シリカセメント」で規定されるシリカ質混合材、JIS A 6207「コンクリート用シリカフューム」で規定されるシリカフューム、JIS A 6201「コンクリート用フライアッシュ」で規定されるフライアッシュ、石灰石微粉末等を利用することができる。ここで、石灰石微粉末は、石灰石を粉砕したものが好適に使用できるが、炭酸カルシウムを主成分とする無機質の粉末状物質であれば、廃コンクリート等を粉砕したものや、化学的に精製した炭酸カルシウム等も代用することができる。中でも、無機粉体として、高炉スラグ微粉末及び/又は石灰石微粉末を用いることで、強度発現性及び寸法安定性を高めることができる。 As the inorganic powder, blast furnace slag fine powder specified by JIS A 6206 “Blast furnace slag fine powder for concrete”, siliceous mixed material specified by JIS R 5212 “silica cement”, JIS A 6207 “silica fume for concrete” Silica fume specified in JIS A 6201 “Fly ash for concrete”, fine limestone powder, and the like can be used. Here, the limestone fine powder can be suitably used by pulverizing limestone, but if it is an inorganic powdery substance mainly composed of calcium carbonate, it is obtained by pulverizing waste concrete or the like and chemically purified. Calcium carbonate or the like can be substituted. Among these, strength development and dimensional stability can be improved by using blast furnace slag fine powder and / or limestone fine powder as the inorganic powder.
また、これらの無機粉体は、JIS R 5201「セメントの物理試験方法」に従い測定されるブレーン比表面積が3000cm2/g以上であることが好ましく、3000〜8000cm2/gであることがより好ましく、3200〜5200cm2/gであることが更に好ましい。 Further, these inorganic powders is preferably Blaine specific surface area measured in accordance with JIS R 5201 "Physical testing methods for cement" is 3000 cm 2 / g or more, more preferably 3000~8000cm 2 / g More preferably, it is 3200-5200 cm < 2 > / g.
本発明に係る細骨材は、珪砂、川砂、陸砂、海砂、砕砂等の砂類、スラグ細骨材、再生細骨材のほか、廃FCC触媒、石英粉末、アルミナクリンカー、ウレタン砕、EVAフォーム及び発砲樹脂等の樹脂粉砕物から適宜選択して用いることができる。特には、珪砂、川砂、陸砂、海砂、砕砂等の砂類、廃FCC触媒、石英粉末及びアルミナクリンカーから選択したものを好適に用いることができる。 Fine aggregates according to the present invention include silica sand, river sand, land sand, sea sand, crushed sand and other sand, slag fine aggregate, recycled fine aggregate, waste FCC catalyst, quartz powder, alumina clinker, urethane crushed, It can be appropriately selected from resin pulverized products such as EVA foam and foaming resin. In particular, sand selected from quartz sand, river sand, land sand, sea sand, crushed sand, waste FCC catalyst, quartz powder and alumina clinker can be suitably used.
細骨材は、100質量%中に600μm以上の粒子径を有する粗粒分を5質量%未満含み、吸水率が1.6%以下であることが流動性の面で好ましい。ここで、細骨材の粒子径は、JIS Z 8801:2006に規定される呼び寸法の異なる数個の篩いを用いて測定することができる。また、「600μm以上の粒子径を有する粗粒分」とは、600μm篩いを用いたときの残分の粒子の質量割合のことをいう。また、細骨材の吸水率は、JIS A 1109:2006に規定されている骨材の吸水率(単位:%)の測定方法に準じて測定した値をいう。 The fine aggregate preferably contains less than 5% by mass of coarse particles having a particle diameter of 600 μm or more in 100% by mass and has a water absorption of 1.6% or less in terms of fluidity. Here, the particle diameter of the fine aggregate can be measured by using several sieves having different nominal dimensions as defined in JIS Z 8801: 2006. Further, “the coarse particle portion having a particle diameter of 600 μm or more” means the mass ratio of the remaining particles when a 600 μm sieve is used. Further, the water absorption rate of the fine aggregate is a value measured according to the method of measuring the water absorption rate (unit:%) of the aggregate defined in JIS A 1109: 2006.
優れた自己流動性を得るため、細骨剤中の粗粒分は0〜3質量%が好ましく、0〜0.5質量%がより好ましく、0〜0.2質量%が更に好ましく、0.01〜0.15質量%が特に好ましい。また、細骨剤の吸水率は0〜1.50%が好ましく、0〜1.40%がより好ましく、0〜1.30%が更に好ましく、0.1〜1.28%が特に好ましい。 In order to obtain excellent self-fluidity, the coarse particle content in the fine bone agent is preferably 0 to 3% by mass, more preferably 0 to 0.5% by mass, still more preferably 0 to 0.2% by mass, and 01-0.15 mass% is especially preferable. The water absorption of the fine bone agent is preferably 0 to 1.50%, more preferably 0 to 1.40%, still more preferably 0 to 1.30%, and particularly preferably 0.1 to 1.28%.
また、細骨材の粗粒率は1.00〜1.40の範囲であり、細骨材の単位容積質量が1.45〜1.70kg/Lの範囲であり、細骨材の実績率が55.0〜61.0%の範囲であることが望ましい。これにより、より優れた自己流動性を得ることができる。 In addition, the coarse particle ratio of the fine aggregate is in the range of 1.00 to 1.40, the unit volume mass of the fine aggregate is in the range of 1.45 to 1.70 kg / L, and the fine aggregate performance rate Is desirably in the range of 55.0 to 61.0%. Thereby, more excellent self-fluidity can be obtained.
ここで、「粗粒率」とは、JIS A 1102:2006に規定される骨材の粗粒率をいう。また、「単位容積質量」とは、JIS A 1104:2006に規定される骨材の単位容積質量(単位:kg/L)をいう。また、「実績率」とは、JIS A 1104:2006に規定される骨材の実績率(単位:%)をいう。 Here, the “rough grain ratio” refers to the coarse grain ratio of the aggregate as defined in JIS A 1102: 2006. The “unit volume mass” refers to the unit volume mass (unit: kg / L) of the aggregate as defined in JIS A 1104: 2006. The “actual rate” refers to the actual rate (unit:%) of the aggregate defined in JIS A 1104: 2006.
細骨材の粗粒率として、好ましくは1.00〜1.40であり、より好ましくは1.10〜1.35であり、更に好ましくは1.11〜1.32であり、特に好ましくは1.12〜1.30である。また、細骨材の単位容積質量として、好ましくは1.45〜1.70kg/Lであり、より好ましくは1.50〜1.60kg/Lであり、更に好ましくは1.51〜1.57kg/Lであり、特に好ましくは1.52〜1.55kg/Lである。また、細骨材の実績率として、好ましくは55.0〜61.0%であり、より好ましくは56.0〜60.0%であり、更に好ましくは56.5〜59.5%であり、特に好ましくは57.0〜59.0%である。 The coarse particle ratio of the fine aggregate is preferably 1.00 to 1.40, more preferably 1.10 to 1.35, still more preferably 1.11 to 1.32, and particularly preferably. 1.12 to 1.30. The unit volume mass of the fine aggregate is preferably 1.45 to 1.70 kg / L, more preferably 1.50 to 1.60 kg / L, still more preferably 1.51 to 1.57 kg. / L, particularly preferably 1.52 to 1.55 kg / L. Moreover, as a performance rate of a fine aggregate, Preferably it is 55.0-61.0%, More preferably, it is 56.0-60.0%, More preferably, it is 56.5-59.5%. Especially preferably, it is 57.0 to 59.0%.
本発明のセルフレベリング材は、水硬性成分100質量部に対して無機粉体を35〜200質量部含有し、細骨材を85〜325質量部含有することが好ましい。これにより、作業性や硬化特性をより向上できる。 The self-leveling material of the present invention preferably contains 35 to 200 parts by mass of inorganic powder and 85 to 325 parts by mass of fine aggregate with respect to 100 parts by mass of the hydraulic component. Thereby, workability | operativity and hardening characteristics can be improved more.
無機粉体の含有割合は、水硬性成分100質量部に対して40〜180質量部であることがより好ましく、60〜150質量部であることが更に好ましく、70〜130質量部であることが特に好ましい。細骨材の含有割合は、水硬性成分100質量部に対して100〜300質量部であることがより好ましく、150〜275質量部であることが更に好ましく、165〜250質量部であることが特に好ましい。 The content ratio of the inorganic powder is more preferably 40 to 180 parts by mass, further preferably 60 to 150 parts by mass, and 70 to 130 parts by mass with respect to 100 parts by mass of the hydraulic component. Particularly preferred. The content ratio of the fine aggregate is more preferably 100 to 300 parts by mass with respect to 100 parts by mass of the hydraulic component, further preferably 150 to 275 parts by mass, and 165 to 250 parts by mass. Particularly preferred.
セルフレベリング材は、通常、材料分離を抑えて高強度の硬化体を得るために、少ない練混ぜ水量で使用される。したがって、本発明のセルフレベリング材は、水/水硬性成分比が小さくとも高い流動性を確保するため、減水効果を有する流動化剤が必須成分である。 The self-leveling material is usually used with a small amount of mixing water in order to obtain a high-strength cured body while suppressing material separation. Therefore, in the self-leveling material of the present invention, a fluidizing agent having a water reducing effect is an essential component in order to ensure high fluidity even if the water / hydraulic component ratio is small.
流動化剤としては、減水効果を合わせ持つ、メラミンスルホン酸のホルムアルデヒド縮合物、カゼイン、カゼインカルシウム、ポリカルボン酸系、ポリエーテル系及びポリエーテルポリカルボン酸系等の市販の流動化剤が、その種類を問わず使用でき、特にポリエーテル系及びポリエーテルポリカルボン酸等の市販の流動化剤を用いることが好ましい。 As the fluidizing agent, commercially available fluidizing agents such as formaldehyde condensate of melamine sulfonic acid, casein, casein calcium, polycarboxylic acid, polyether and polyether polycarboxylic acid, which have a water reducing effect, are included. It can be used regardless of the type, and it is particularly preferable to use a commercially available fluidizing agent such as polyether-based and polyether polycarboxylic acid.
流動化剤は、使用する水硬性成分に応じて、特性を損なわない範囲で適宜添加することができ、水硬性成分100質量部に対して好ましくは0.01〜2.0質量部、より好ましくは0.05〜1.0質量部、更に好ましくは0.07〜0.7質量部、特に好ましくは0.1〜0.5質量部を配合することができる。流動化剤の添加量が少なすぎると好適な効果(優れた流動性と高い硬化体強度)を発現せず、また添加量が多すぎても添加量に見合った効果は期待できず、単に不経済であるだけでなく、場合によっては粘稠性も大きくなり所要の流動性を得るための混練水量が増大して強度性状が悪化する場合がある。 The fluidizing agent can be appropriately added in a range that does not impair the characteristics, depending on the hydraulic component used, and is preferably 0.01 to 2.0 parts by mass, more preferably 100 parts by mass with respect to the hydraulic component. 0.05 to 1.0 part by mass, more preferably 0.07 to 0.7 part by mass, and particularly preferably 0.1 to 0.5 part by mass. If the addition amount of the fluidizing agent is too small, a suitable effect (excellent fluidity and high cured body strength) will not be exhibited. Not only is it economical, but in some cases the viscosity becomes large and the amount of kneading water for obtaining the required fluidity increases, which may deteriorate the strength properties.
本発明のセルフレベリング材は、可使時間(流動保持性)及び速硬性を調整するため、凝結調整剤を必須成分として含有する。凝結調整剤としては、促進剤と遅延剤があり、使用する水硬性成分の配合に応じてこれらの成分や添加量を適宜選択する。 The self-leveling material of the present invention contains a setting modifier as an essential component in order to adjust the pot life (fluid retention) and fast curing. There are accelerators and retarders as setting modifiers, and these components and addition amounts are appropriately selected according to the formulation of the hydraulic component to be used.
本発明のセルフレベリング材に含まれる凝結遅延剤としては、公知のものを用いることができ。一例として、オキシカルボン酸類等の有機酸や、グルコース、マルトース、デキストリン等の糖類、重炭酸ナトリウムやリン酸ナトリウム等を、それぞれの成分を単独で又は2種以上の成分を併用して用いることができる。 A well-known thing can be used as a setting retarder contained in the self-leveling material of this invention. For example, organic acids such as oxycarboxylic acids, sugars such as glucose, maltose, dextrin, sodium bicarbonate, sodium phosphate, etc. may be used alone or in combination of two or more components. it can.
オキシカルボン酸類は、オキシカルボン酸及びこれらの塩を含む。オキシカルボン酸としては、例えば、クエン酸、グルコン酸、酒石酸、グリコール酸、乳酸、ヒドロアクリル酸、α−オキシ酪酸、グリセリン酸、タルトロン酸、リンゴ酸等の脂肪族オキシ酸、サリチル酸、m−オキシ安息香酸、p−オキシ安息香酸、没食子酸、マンデル酸及びトロパ酸等の芳香族オキシ酸を挙げることができる。 Oxycarboxylic acids include oxycarboxylic acids and their salts. Examples of oxycarboxylic acid include citric acid, gluconic acid, tartaric acid, glycolic acid, lactic acid, hydroacrylic acid, α-oxybutyric acid, glyceric acid, tartronic acid, malic acid and other aliphatic oxyacids, salicylic acid, m-oxy Mention may be made of aromatic oxyacids such as benzoic acid, p-oxybenzoic acid, gallic acid, mandelic acid and tropic acid.
オキシカルボン酸の塩としては、例えば、アルカリ金属塩(具体的にはナトリウム塩及びカリウム塩等)及びアルカリ土類金属塩(具体的にはカルシウム塩、バリウム塩及びマグネシウム塩等)を挙げることができ、ナトリウム塩がより好ましい。また、特に、酒石酸ナトリウムが、凝結遅延効果、入手容易性及び価格の面から好ましく、重炭酸ナトリウムと併用することが更に好ましい。 Examples of the salt of oxycarboxylic acid include alkali metal salts (specifically sodium salt and potassium salt) and alkaline earth metal salts (specifically calcium salt, barium salt and magnesium salt). Sodium salts are more preferred. In particular, sodium tartrate is preferred from the standpoint of setting delay effect, availability, and price, and more preferably used in combination with sodium bicarbonate.
凝結遅延剤は、水硬性成分100質量部に対して、好ましくは0.01〜2質量部であり、より好ましくは0.1〜1.5質量部、更に好ましくは0.2〜1.2質量部、特に好ましくは0.2〜1質量部の範囲で用いることにより、好適な流動性が得られる可使時間(ハンドリングタイム)を確保できる。さらに、凝結遅延剤の添加量を、上記好ましい範囲に調整することにより、自己流動性(セルフレベリング性)を有し、好適な流動性が得られる可使時間(ハンドリングタイム)を有するモルタルを得ることができる。 The setting retarder is preferably 0.01 to 2 parts by weight, more preferably 0.1 to 1.5 parts by weight, and still more preferably 0.2 to 1.2 parts, with respect to 100 parts by weight of the hydraulic component. The use time (handling time) by which suitable fluidity | liquidity is acquired can be ensured by using in the range of a mass part, Especially preferably 0.2-1 mass part. Furthermore, by adjusting the addition amount of the setting retarder to the above preferable range, a mortar having self-fluidity (self-leveling property) and having a pot life (handling time) capable of obtaining suitable fluidity is obtained. be able to.
本発明のセルフレベリング材に含まれる凝結促進剤としては、公知の凝結を促進する成分を用いることができる。例えば、凝結促進効果を有するリチウム塩、硫酸アルミニウム及び塩化カルシウムを好適に用いることができ、これらを数種組み合わせて使用することができる。 As the setting accelerator contained in the self-leveling material of the present invention, a known component for promoting setting can be used. For example, lithium salt, aluminum sulfate, and calcium chloride having a setting acceleration effect can be preferably used, and several of these can be used in combination.
リチウム塩の一例として、炭酸リチウム、塩化リチウム、硫酸リチウム、硝酸リチウム及び水酸化リチウム等の無機リチウム塩や、シュウ酸リチウム、酢酸リチウム、酒石酸リチウム、リンゴ酸リチウム及びクエン酸リチウム等の有機酸有機リチウム塩を挙げることができる。特に炭酸リチウムは、凝結促進効果、入手容易性及び価格の面から好ましい。 Examples of lithium salts include inorganic lithium salts such as lithium carbonate, lithium chloride, lithium sulfate, lithium nitrate and lithium hydroxide, and organic acid organics such as lithium oxalate, lithium acetate, lithium tartrate, lithium malate and lithium citrate. A lithium salt can be mentioned. In particular, lithium carbonate is preferable from the viewpoint of the setting acceleration effect, availability, and cost.
凝結促進剤としては、セルフレベリング材の特性を妨げない粒子径のものを用いることが好ましく、粒子径は50μm以下にすることが好ましい。特にリチウム塩を用いる場合、リチウム塩の粒子径は好ましくは50μm以下、より好ましくは30μm以下、更に好ましくは20μm以下、特に好ましくは10μm以下である。リチウム塩の粒子径が上記範囲より大きくなるとリチウム塩の溶解度が小さくなるために好ましくなく、特に顔料添加系では微細な多数の斑点として目立ち、美観を損なう場合がある。 As the setting accelerator, those having a particle size that does not interfere with the properties of the self-leveling material are preferably used, and the particle size is preferably 50 μm or less. Particularly when a lithium salt is used, the particle diameter of the lithium salt is preferably 50 μm or less, more preferably 30 μm or less, still more preferably 20 μm or less, and particularly preferably 10 μm or less. When the particle diameter of the lithium salt is larger than the above range, the solubility of the lithium salt becomes small, which is not preferable. In particular, in the pigment addition system, it is noticeable as a large number of fine spots, and the appearance may be impaired.
凝結促進剤は、水硬性成分100質量部に対して、好ましくは0.01〜1質量部であり、より好ましくは0.01〜0.5質量部、更に好ましくは0.02〜0.4質量部、特に好ましくは0.04〜0.3質量部の範囲で用いることによって、セルフレベリング材の可使時間を確保したのち好適な速硬性が得られることから好ましい。凝結促進剤の添加量を、上記好ましい範囲に調整することにより、自己流動性(セルフレベリング性)を有し、良好な可使時間を確保したのち、好適な速硬性を発現するモルタルを得ることができる。 The setting accelerator is preferably 0.01 to 1 part by weight, more preferably 0.01 to 0.5 part by weight, and still more preferably 0.02 to 0.4 part with respect to 100 parts by weight of the hydraulic component. By using it in a mass part, particularly preferably in the range of 0.04 to 0.3 part by mass, it is preferable because a suitable quick hardening can be obtained after securing the pot life of the self-leveling material. By adjusting the addition amount of the setting accelerator within the above-mentioned preferable range, a mortar having self-fluidity (self-leveling property) and securing a good pot life is obtained, and a suitable fast-curing property is obtained. Can do.
本発明のセルフレベリング材には、上記の必須成分に加えて、必要に応じて増粘剤、消泡剤、収縮低減剤、樹脂粉末等を添加することができる。 In addition to the above essential components, a thickener, an antifoaming agent, a shrinkage reducing agent, a resin powder, and the like can be added to the self-leveling material of the present invention as necessary.
本発明のセルフレベリング材は、十分に高い作業性(高流動性、長可使時間)及び硬化特性(平滑性、寸法安定性)を有する。本発明のセルフレベリング材は、これらの特性を活かしてセルフレベリング材として、学校、マンション、コンビニエンスストア、病院、ベランダ、工場、倉庫、駐車場、ガソリンスタンド、厨房及び屋上等の床下地や床仕上げ材に用いることができる。また、本発明のセルフレベリング材は、低温下でも良好な硬化表面仕上りが得られることから、季節、地域を問わず安定してこれらの用途に供することができる。 The self-leveling material of the present invention has sufficiently high workability (high fluidity, long pot life) and curing characteristics (smoothness, dimensional stability). The self-leveling material of the present invention takes advantage of these characteristics as a leveling material, such as schools, condominiums, convenience stores, hospitals, verandas, factories, warehouses, parking lots, gas stations, kitchens, and rooftops, and floor finishes. Can be used for materials. In addition, since the self-leveling material of the present invention can obtain a good cured surface finish even at low temperatures, it can be stably used for these applications regardless of the season or region.
以下に、実施例を挙げて本発明の内容を具体的に説明する。なお、本発明はこれらの例によって限定されるものではない。 The contents of the present invention will be specifically described below with reference to examples. Note that the present invention is not limited to these examples.
[使用材料]
実施例及び比較例で使用した材料を以下に記す。
[Materials used]
The materials used in Examples and Comparative Examples are described below.
(1)水硬性成分
ポルトランドセメント[PC](早強ポルトランドセメント、宇部三菱セメント社製、ブレーン比表面積4500cm2/g)
アルミナセメント[AC](フォンジュ、ケルネオス社製、ブレーン比表面積3100cm2/g)
石膏[GG](天然無水石膏、α半水石膏、β半水石膏)
(1) Hydraulic component Portland cement [PC] (early strength Portland cement, manufactured by Ube Mitsubishi Cement Co., Ltd., Blaine specific surface area 4500 cm 2 / g)
Alumina cement [AC] (Fonju, Kerneos, Blaine specific surface area 3100 cm 2 / g)
Gypsum [GG] (Natural anhydrous gypsum, α hemihydrate gypsum, β hemihydrate gypsum)
上記材料を表1に示す割合で配合し、水硬性成分を調製した。
(2)無機粉体
高炉スラグ微粉末[BFS](リバーメント、千葉リバーメント社製、ブレーン比表面積4400cm2/g)
(3)細骨材
珪砂[S](600μm以上の粒子径を有する粗粒分=0.1質量%、吸水率=1.25%、粗粒率1.15、単位容積質量=1.53kg/L、実績率=57.5%)
(4)流動化剤
ポリカルボン酸系流動化剤(花王社製)
(5)凝結遅延剤
酒石酸Na(扶桑化学工業社製)
(6)凝結促進剤
炭酸リチウム(本荘ケミカル社製)
(2) Inorganic powder Blast furnace slag fine powder [BFS] (Reverment, manufactured by Chiba Riverment Co., Ltd., Blaine specific surface area 4400 cm 2 / g)
(3) Fine aggregate Silica sand [S] (coarse fraction having a particle diameter of 600 μm or more = 0.1 mass%, water absorption = 1.25%, coarse grain ratio 1.15, unit volume mass = 1.53 kg / L, actual rate = 57.5%)
(4) Fluidizing agent Polycarboxylic acid based fluidizing agent (Kao Corporation)
(5) Setting retarder Na tartrate (manufactured by Fuso Chemical Industries)
(6) Setting accelerator Lithium carbonate (Honjo Chemical Co., Ltd.)
[モルタルの調製]
上記材料(総量:1.5kg)を表2に示す配合割合で混合し、ケミスタラーを用いて混練してセルフレベリング材を調製した。次いで、得られたセルフレベリング材に水390gを加えて3分間混練してモルタルを得た。モルタルの調製は、温度5℃の恒温室内で行った。
[Preparation of mortar]
The above materials (total amount: 1.5 kg) were mixed at a blending ratio shown in Table 2, and kneaded using a chemistor to prepare a self-leveling material. Next, 390 g of water was added to the obtained self-leveling material and kneaded for 3 minutes to obtain a mortar. The mortar was prepared in a thermostatic chamber at a temperature of 5 ° C.
[硬化表面仕上がりの評価]
調製したモルタルを13cm×19cmの樹脂製の型枠へ厚さ10mmで流し込み、各材齢における表面仕上りを目視で観察し、ひび割れの有無を確認した。評価は、温度5℃の恒温室内で行った。評価結果を表2に示す。
[Evaluation of cured surface finish]
The prepared mortar was poured into a 13 cm × 19 cm resin mold at a thickness of 10 mm, and the surface finish at each age was visually observed to confirm the presence or absence of cracks. Evaluation was performed in a constant temperature room at a temperature of 5 ° C. The evaluation results are shown in Table 2.
表2の実施例1及び2に示すように、所定量のα半水石膏を使用した本発明のセルフレベリング材は、硬化体表面のひび割れは認められなかった。一方、比較例1〜3に示すように、水硬性成分中の石膏として天然無水石膏のみを使用したモルタルやβ半水石膏を加えたモルタルの場合、材齢2日または3日で硬化体の表面にひび割れが発生した。なお、このひび割れは、20℃の環境では発生しないことや、ショア硬度と無関係であることが確認されている。 As shown in Examples 1 and 2 in Table 2, the self-leveling material of the present invention using a predetermined amount of α hemihydrate gypsum did not show cracks on the surface of the cured product. On the other hand, as shown in Comparative Examples 1 to 3, in the case of a mortar using only natural anhydrous gypsum as a gypsum in a hydraulic component or a mortar added with β hemihydrate gypsum, the cured material can be obtained at a material age of 2 days or 3 days. Cracks occurred on the surface. It has been confirmed that this crack does not occur in an environment of 20 ° C. and is independent of the Shore hardness.
以上の結果より、環境温度の影響を受けやすいポルトランドセメントを、水硬性成分の主成分とするセルフレベリング材においても、水硬性成分の配合を適正にし、所定量のα半水石膏を使用することで、十分に高い作業性及び硬化特性を有し、特に、低温下でも良好な硬化表面仕上りとなるセルフレベリング材を得ることができることが確認された。本発明のセルフレベリング材は、従来のアルミナセメントを水硬性成分の主成分とするセルフレベリング材よりも安価で強度発現に優れ、幅広い用途に使用することができる。 Based on the above results, in the self-leveling material that uses Portland cement, which is easily affected by environmental temperature, as the main component of the hydraulic component, the hydraulic component should be blended properly and a certain amount of α hemihydrate gypsum should be used. Thus, it was confirmed that a self-leveling material having sufficiently high workability and curing characteristics and having a satisfactory cured surface finish even at low temperatures can be obtained. The self-leveling material of the present invention is cheaper and more excellent in strength than conventional self-leveling materials containing alumina cement as the main component of the hydraulic component, and can be used for a wide range of applications.
Claims (3)
前記石膏はα半水石膏及び無水石膏を含み、該α半水石膏の前記水硬性成分における含有率が2〜20質量%であるセルフレベリング材。 Portland cement 40-60% by mass, alumina cement 15-40% by mass and gypsum 10-30% by mass hydraulic component, inorganic powder, fine aggregate, fluidizing agent, setting agent, Containing self-leveling material,
The gypsum includes α hemihydrate gypsum and anhydrous gypsum , and the content of the α hemihydrate gypsum in the hydraulic component is 2 to 20% by mass.
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