JP2000072515A - Hardened cement product - Google Patents
Hardened cement productInfo
- Publication number
- JP2000072515A JP2000072515A JP10248130A JP24813098A JP2000072515A JP 2000072515 A JP2000072515 A JP 2000072515A JP 10248130 A JP10248130 A JP 10248130A JP 24813098 A JP24813098 A JP 24813098A JP 2000072515 A JP2000072515 A JP 2000072515A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- calcined
- minutes
- hydraulic composition
- group
- 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.)
- Pending
Links
- 239000004568 cement Substances 0.000 title claims abstract description 61
- 239000000203 mixture Substances 0.000 claims abstract description 42
- 239000000126 substance Substances 0.000 claims abstract description 21
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims abstract description 20
- 239000000945 filler Substances 0.000 claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000000292 calcium oxide Substances 0.000 claims abstract description 10
- 235000012255 calcium oxide Nutrition 0.000 claims abstract description 10
- 239000000395 magnesium oxide Substances 0.000 claims abstract description 10
- 239000010801 sewage sludge Substances 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims description 39
- 238000000034 method Methods 0.000 claims description 18
- 230000029087 digestion Effects 0.000 claims description 17
- 238000006243 chemical reaction Methods 0.000 claims description 12
- 239000002002 slurry Substances 0.000 claims description 12
- 238000000465 moulding Methods 0.000 claims description 10
- 239000010459 dolomite Substances 0.000 claims description 9
- 229910000514 dolomite Inorganic materials 0.000 claims description 9
- 229910052602 gypsum Inorganic materials 0.000 claims description 9
- 239000010440 gypsum Substances 0.000 claims description 9
- 230000001079 digestive effect Effects 0.000 claims description 8
- 239000000654 additive Substances 0.000 claims description 6
- 230000035484 reaction time Effects 0.000 claims description 6
- 230000000996 additive effect Effects 0.000 claims description 2
- 239000004615 ingredient Substances 0.000 claims description 2
- 239000003112 inhibitor Substances 0.000 abstract description 10
- 230000002411 adverse Effects 0.000 abstract description 7
- 238000004056 waste incineration Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 235000002918 Fraxinus excelsior Nutrition 0.000 abstract 2
- 239000002956 ash Substances 0.000 abstract 2
- 230000007935 neutral effect Effects 0.000 abstract 1
- 239000011505 plaster Substances 0.000 abstract 1
- 239000002023 wood Substances 0.000 description 12
- 238000004519 manufacturing process Methods 0.000 description 7
- 239000002994 raw material Substances 0.000 description 6
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 5
- 239000011398 Portland cement Substances 0.000 description 5
- 239000004566 building material Substances 0.000 description 5
- 239000011575 calcium Substances 0.000 description 5
- 229910052791 calcium Inorganic materials 0.000 description 5
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 4
- 238000005266 casting Methods 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 4
- 229910052500 inorganic mineral Inorganic materials 0.000 description 4
- 239000011707 mineral Substances 0.000 description 4
- 235000010755 mineral Nutrition 0.000 description 4
- QTBSBXVTEAMEQO-UHFFFAOYSA-N Acetic acid Chemical compound CC(O)=O QTBSBXVTEAMEQO-UHFFFAOYSA-N 0.000 description 3
- MUBZPKHOEPUJKR-UHFFFAOYSA-N Oxalic acid Chemical compound OC(=O)C(O)=O MUBZPKHOEPUJKR-UHFFFAOYSA-N 0.000 description 3
- 229920002522 Wood fibre Polymers 0.000 description 3
- 239000000919 ceramic Substances 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
- 238000009749 continuous casting Methods 0.000 description 3
- 229910001653 ettringite Inorganic materials 0.000 description 3
- 238000009472 formulation Methods 0.000 description 3
- 229920005610 lignin Polymers 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 239000012783 reinforcing fiber Substances 0.000 description 3
- 239000002025 wood fiber Substances 0.000 description 3
- 210000002268 wool Anatomy 0.000 description 3
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 2
- 229920001353 Dextrin Polymers 0.000 description 2
- 239000004375 Dextrin Substances 0.000 description 2
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 2
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 2
- AEMRFAOFKBGASW-UHFFFAOYSA-N Glycolic acid Chemical compound OCC(O)=O AEMRFAOFKBGASW-UHFFFAOYSA-N 0.000 description 2
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 2
- 239000000920 calcium hydroxide Substances 0.000 description 2
- 235000011116 calcium hydroxide Nutrition 0.000 description 2
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 235000019425 dextrin Nutrition 0.000 description 2
- 235000019441 ethanol Nutrition 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 238000006703 hydration reaction Methods 0.000 description 2
- ZXEKIIBDNHEJCQ-UHFFFAOYSA-N isobutanol Chemical compound CC(C)CO ZXEKIIBDNHEJCQ-UHFFFAOYSA-N 0.000 description 2
- 238000004898 kneading Methods 0.000 description 2
- JVTAAEKCZFNVCJ-UHFFFAOYSA-N lactic acid Chemical compound CC(O)C(O)=O JVTAAEKCZFNVCJ-UHFFFAOYSA-N 0.000 description 2
- BDAGIHXWWSANSR-UHFFFAOYSA-N methanoic acid Natural products OC=O BDAGIHXWWSANSR-UHFFFAOYSA-N 0.000 description 2
- 230000002829 reductive effect Effects 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 239000006188 syrup Substances 0.000 description 2
- 235000020357 syrup Nutrition 0.000 description 2
- 229920001864 tannin Polymers 0.000 description 2
- 235000018553 tannin Nutrition 0.000 description 2
- 239000001648 tannin Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- BJEPYKJPYRNKOW-REOHCLBHSA-N (S)-malic acid Chemical compound OC(=O)[C@@H](O)CC(O)=O BJEPYKJPYRNKOW-REOHCLBHSA-N 0.000 description 1
- TUSDEZXZIZRFGC-UHFFFAOYSA-N 1-O-galloyl-3,6-(R)-HHDP-beta-D-glucose Natural products OC1C(O2)COC(=O)C3=CC(O)=C(O)C(O)=C3C3=C(O)C(O)=C(O)C=C3C(=O)OC1C(O)C2OC(=O)C1=CC(O)=C(O)C(O)=C1 TUSDEZXZIZRFGC-UHFFFAOYSA-N 0.000 description 1
- QJZYHAIUNVAGQP-UHFFFAOYSA-N 3-nitrobicyclo[2.2.1]hept-5-ene-2,3-dicarboxylic acid Chemical compound C1C2C=CC1C(C(=O)O)C2(C(O)=O)[N+]([O-])=O QJZYHAIUNVAGQP-UHFFFAOYSA-N 0.000 description 1
- OSWFIVFLDKOXQC-UHFFFAOYSA-N 4-(3-methoxyphenyl)aniline Chemical compound COC1=CC=CC(C=2C=CC(N)=CC=2)=C1 OSWFIVFLDKOXQC-UHFFFAOYSA-N 0.000 description 1
- 229910004261 CaF 2 Inorganic materials 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229920002261 Corn starch Polymers 0.000 description 1
- FEWJPZIEWOKRBE-JCYAYHJZSA-N Dextrotartaric acid Chemical compound OC(=O)[C@H](O)[C@@H](O)C(O)=O FEWJPZIEWOKRBE-JCYAYHJZSA-N 0.000 description 1
- 239000001263 FEMA 3042 Substances 0.000 description 1
- 229930091371 Fructose Natural products 0.000 description 1
- 239000005715 Fructose Substances 0.000 description 1
- RFSUNEUAIZKAJO-ARQDHWQXSA-N Fructose Chemical compound OC[C@H]1O[C@](O)(CO)[C@@H](O)[C@@H]1O RFSUNEUAIZKAJO-ARQDHWQXSA-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
- 229920002527 Glycogen Polymers 0.000 description 1
- GUBGYTABKSRVRQ-QKKXKWKRSA-N Lactose Natural products OC[C@H]1O[C@@H](O[C@H]2[C@H](O)[C@@H](O)C(O)O[C@@H]2CO)[C@H](O)[C@@H](O)[C@H]1O GUBGYTABKSRVRQ-QKKXKWKRSA-N 0.000 description 1
- 229910019142 PO4 Inorganic materials 0.000 description 1
- LRBQNJMCXXYXIU-PPKXGCFTSA-N Penta-digallate-beta-D-glucose Natural products OC1=C(O)C(O)=CC(C(=O)OC=2C(=C(O)C=C(C=2)C(=O)OC[C@@H]2[C@H]([C@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)[C@@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)[C@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)O2)OC(=O)C=2C=C(OC(=O)C=3C=C(O)C(O)=C(O)C=3)C(O)=C(O)C=2)O)=C1 LRBQNJMCXXYXIU-PPKXGCFTSA-N 0.000 description 1
- 206010037660 Pyrexia Diseases 0.000 description 1
- KDYFGRWQOYBRFD-UHFFFAOYSA-N Succinic acid Natural products OC(=O)CCC(O)=O KDYFGRWQOYBRFD-UHFFFAOYSA-N 0.000 description 1
- CZMRCDWAGMRECN-UGDNZRGBSA-N Sucrose Chemical compound O[C@H]1[C@H](O)[C@@H](CO)O[C@@]1(CO)O[C@@H]1[C@H](O)[C@@H](O)[C@H](O)[C@@H](CO)O1 CZMRCDWAGMRECN-UGDNZRGBSA-N 0.000 description 1
- 229930006000 Sucrose Natural products 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
- 235000011054 acetic acid Nutrition 0.000 description 1
- 150000001298 alcohols Chemical class 0.000 description 1
- WQZGKKKJIJFFOK-PHYPRBDBSA-N alpha-D-galactose Chemical compound OC[C@H]1O[C@H](O)[C@H](O)[C@@H](O)[C@H]1O WQZGKKKJIJFFOK-PHYPRBDBSA-N 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
- 239000006286 aqueous extract Substances 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
- 150000007514 bases Chemical class 0.000 description 1
- 238000010923 batch production Methods 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
- 230000015572 biosynthetic process Effects 0.000 description 1
- 150000001642 boronic acid derivatives Chemical class 0.000 description 1
- KDYFGRWQOYBRFD-NUQCWPJISA-N butanedioic acid Chemical compound O[14C](=O)CC[14C](O)=O KDYFGRWQOYBRFD-NUQCWPJISA-N 0.000 description 1
- 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 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
- 150000001735 carboxylic acids Chemical class 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000008120 corn starch Substances 0.000 description 1
- 229940099112 cornstarch Drugs 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 150000004683 dihydrates Chemical class 0.000 description 1
- 150000002016 disaccharides Chemical class 0.000 description 1
- 239000002270 dispersing agent Substances 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 235000019253 formic acid Nutrition 0.000 description 1
- 229930182830 galactose Natural products 0.000 description 1
- 239000008103 glucose Substances 0.000 description 1
- 150000004676 glycans Chemical class 0.000 description 1
- 235000011187 glycerol Nutrition 0.000 description 1
- 229940096919 glycogen Drugs 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 125000005843 halogen group Chemical group 0.000 description 1
- 230000020169 heat generation Effects 0.000 description 1
- 239000004021 humic acid Substances 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 229940035429 isobutyl alcohol Drugs 0.000 description 1
- 239000004310 lactic acid Substances 0.000 description 1
- 235000014655 lactic acid Nutrition 0.000 description 1
- 239000008101 lactose Substances 0.000 description 1
- 239000001630 malic acid Substances 0.000 description 1
- 235000011090 malic acid Nutrition 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 150000002772 monosaccharides Chemical class 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 150000007524 organic acids Chemical class 0.000 description 1
- 235000005985 organic acids Nutrition 0.000 description 1
- 235000006408 oxalic acid Nutrition 0.000 description 1
- 235000021317 phosphate Nutrition 0.000 description 1
- 150000003013 phosphoric acid derivatives Chemical class 0.000 description 1
- 229920001282 polysaccharide Polymers 0.000 description 1
- 239000005017 polysaccharide Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000002441 reversible effect Effects 0.000 description 1
- ABTOQLMXBSRXSM-UHFFFAOYSA-N silicon tetrafluoride Chemical class F[Si](F)(F)F ABTOQLMXBSRXSM-UHFFFAOYSA-N 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000005720 sucrose Substances 0.000 description 1
- 235000000346 sugar Nutrition 0.000 description 1
- 150000008163 sugars Chemical class 0.000 description 1
- 229920002258 tannic acid Polymers 0.000 description 1
- LRBQNJMCXXYXIU-NRMVVENXSA-N tannic acid Chemical compound OC1=C(O)C(O)=CC(C(=O)OC=2C(=C(O)C=C(C=2)C(=O)OC[C@@H]2[C@H]([C@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)[C@@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)[C@@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)O2)OC(=O)C=2C=C(OC(=O)C=3C=C(O)C(O)=C(O)C=3)C(O)=C(O)C=2)O)=C1 LRBQNJMCXXYXIU-NRMVVENXSA-N 0.000 description 1
- 235000015523 tannic acid Nutrition 0.000 description 1
- 229940033123 tannic acid Drugs 0.000 description 1
- 235000002906 tartaric acid Nutrition 0.000 description 1
- 239000011975 tartaric acid Substances 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- WCFYIJPMFMSWLT-UHFFFAOYSA-N tricalcium chloro(trioxido)silane Chemical compound [Ca+2].[Ca+2].[Ca+2].[O-][Si]([O-])([O-])Cl.[O-][Si]([O-])([O-])Cl WCFYIJPMFMSWLT-UHFFFAOYSA-N 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
- 150000003752 zinc compounds Chemical class 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B7/00—Hydraulic cements
- C04B7/24—Cements from oil shales, residues or waste other than slag
- C04B7/28—Cements from oil shales, residues or waste other than slag from combustion residues, e.g. ashes or slags from waste incineration
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/08—Slag cements
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Combustion & Propulsion (AREA)
- Processing Of Solid Wastes (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、セメント硬化物に
関するものであり、さらに詳しくは、都市ゴミ焼却灰、
下水汚泥焼却灰の一種以上をセメント原料とした資源リ
サイクルを基調とした環境調和型セメントを用い、低コ
ストでかつ迅速な硬化性に基づく生産性に優れる、主に
建材用途を対象としたセメント硬化物に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hardened cement material, and more particularly, to incinerated ash from municipal waste.
Cement hardening mainly for building material applications, using low-cost and rapid productivity based on environment-friendly cement based on resource recycling using one or more types of sewage sludge incineration ash as a cement raw material It is about things.
【0002】[0002]
【従来の技術】無機質の建築用内装材あるいは外装材
は、建造物の高度化・多様化を背景に、極めて多種多様
に展開しているが、この中でもセメントを主要構成原料
としたセメント系板材は、内装・外装を問わず、耐久性
や耐火性に優れた安価な建材として広範囲に利用されて
いる。2. Description of the Related Art There are a wide variety of inorganic building interior and exterior materials in the context of the sophistication and diversification of buildings. Among them, cement-based board materials using cement as a main constituent material Is widely used as an inexpensive building material with excellent durability and fire resistance regardless of the interior or exterior.
【0003】とくに、木片、パルプ、さらに各種の補強
繊維や軽量骨材をフィラー材としたセメント板はよく知
られた存在であり、木毛セメント板、窯業系サイディン
グ材、屋根材などとして建材分野では確固たる地位を築
き上げている。この中でも窯業系サイディング材は従来
多用されてきたモルタル系外壁材などに比較し、施工性
や防火性に優れており、かつ様々な意匠に対応できると
いった自由度も有していることから、近年その需要を急
速に伸ばしているものの一つである。[0003] In particular, wood chips, pulp, and cement boards using various reinforcing fibers and lightweight aggregates as filler materials are well known, and are used as building materials in wood wool cement boards, ceramic siding materials, roofing materials, and the like. Now we have a solid position. Among these, ceramic siding materials are superior to mortar-based exterior wall materials, etc., which have been widely used in the past, because they have excellent workability and fire resistance, and they have the flexibility to respond to various designs. It is one of the things that is rapidly increasing its demand.
【0004】窯業系サイディング材は、先にも記したよ
うに、セメントに木片、パルプ、補強繊維、軽量骨材な
どを配合した複合材料であって、一般にこれらの諸原料
をスラリー状態、あるいは湿潤状態で混合後、プレス
法、押し出し成形法、あるいは抄造法などの成形法によ
って板材化されるものである。ところで、これらの成形
法は基本的にバッチプロセスであり、大量に消費される
建材の製造法としては生産性に劣るといった問題があ
る。こうしたことから生産性の向上を目的に、成形法の
改善や新たなプロセス開発に対する取り組みが様々にな
されている。The ceramic siding material is, as described above, a composite material obtained by mixing wood chips, pulp, reinforcing fibers, lightweight aggregates, etc. with cement. Generally, these raw materials are slurried or wet. After being mixed in the state, it is formed into a sheet material by a molding method such as a pressing method, an extrusion molding method, or a papermaking method. By the way, these molding methods are basically batch processes, and there is a problem that productivity is inferior as a method for producing a large amount of building materials. For these reasons, various efforts have been made to improve the molding method and to develop new processes for the purpose of improving productivity.
【0005】例えば、特開昭58−204855号公報
の「木毛セメントの製造法」では、C11A7X2、C
3A3CAX2(Xはハロゲン原子を示す)、C3A3
CaSO4、C12A7から選ばれた少なくとも1種の
化合物に硫酸カルシウムを加えた超速硬性セメントに木
毛等を加え、加圧圧縮する技術が提案されている。この
方法によればセメントの硬化時間が飛躍的に短縮され、
加圧圧縮にかかる時間が大幅に縮小できるので、生産性
は大きく向上するものと考えられる。[0005] For example, the "cemented excelsior manufacturing method" of JP-A-58-204855, C 11 A 7 X 2 , C
3 A 3 CAX 2 (X represents a halogen atom), C 3 A 3
CaSO 4, C 12 A at least one compound selected from 7 plus wood wool or the like ultrarapid hardening cement plus calcium sulfate, a technique for pressure compression have been proposed. According to this method, the setting time of the cement is dramatically reduced,
It is considered that productivity can be greatly improved because the time required for pressurization and compression can be greatly reduced.
【0006】しかしながら、ここで用いられるC11A
7X2、C3A3CAX2、C3A3CaSO4、C
12A7などのカルシウムアルミネート系鉱物は、普通
ポルトランドセメントの鉱物組成とは全く異なるもの
で、この目的の為に特定の配合下で調製しなければなら
ないものであり、普通ポルトランドセメントに比較して
圧倒的にコスト高になってしまうのは否めない。However, the C 11 A used here
7 X 2 , C 3 A 3 CAX 2 , C 3 A 3 CaSO 4 , C
Calcium aluminate minerals such as 12 A 7 is quite different from the mineral composition of the ordinary Portland cement, which must be prepared in particular under formulation for this purpose, compared with ordinary Portland cement It is undeniable that the cost will be overwhelmingly high.
【0007】そこで本発明者らは、都市ゴミ焼却灰や下
水汚泥焼却灰を利用し、C11A7CaCl2を10〜
40重量%含み、かつC2SおよびC3Sから選択され
た一種以上を含み、さらに石膏を含むようにした水硬性
組成物を硬化させ、セメント硬化物を得る技術を提案し
た。前記水硬性組成物は廃棄物を利用している上に極め
て速い硬化性を有するので、セメント硬化物の製造の低
コスト化に強い期待が寄せられている。Therefore, the present inventors utilized municipal refuse incineration ash or sewage sludge incineration ash to convert C 11 A 7 CaCl 2 to 10 to 10%.
A technique was proposed in which a hydraulic composition containing 40% by weight, containing at least one selected from C 2 S and C 3 S, and further containing gypsum was cured to obtain a hardened cement product. Since the hydraulic composition uses waste and has an extremely fast curing property, there is a strong expectation for a reduction in the cost of producing a cured cement product.
【0008】[0008]
【発明が解決しようとする課題】ところが、一般にセメ
ントの硬化反応はフィラー材、例えば木質に含まれるリ
グニンやタンニンなどにより硬化阻害を受けやすいとい
った問題がある。すなわち、先にも記したように、セメ
ント系の建築用板材には、軽量化や補強、あるいは加工
性向上のために木片や木質繊維などの木質フィラーを添
加することが多いが、これら木質に含まれるリグニンや
タンニンはセメントスラリー調製時に水中に溶出し、セ
メントの硬化反応を遅延させる傾向がある。迅速な硬化
性が要求される場合、これらの硬化阻害物質の存在によ
って、製造コストが上昇することは現在のところ避けら
れない問題である。したがって、本発明の目的は、都市
ゴミ焼却灰、下水汚泥焼却灰の一種以上をセメント原料
とした資源リサイクルを基調とした環境調和型セメント
を用い、もし硬化阻害物質が存在しても迅速な硬化に悪
影響を受けることがなく、低コストで製造することので
きるセメント硬化物の提供にある。However, in general, there is a problem that the curing reaction of cement is liable to be inhibited by a filler material, for example, lignin or tannin contained in wood. That is, as described above, wood fillers such as wood chips and wood fibers are often added to cement-based building boards for weight reduction, reinforcement, or improvement in workability. Lignin and tannin contained therein are eluted in water during preparation of the cement slurry, and tend to delay the hardening reaction of the cement. When rapid curability is required, it is presently an unavoidable problem that the production cost increases due to the presence of these curing inhibitors. Therefore, an object of the present invention is to use an environment-friendly cement based on resource recycling using at least one of municipal garbage incineration ash and sewage sludge incineration ash as a cement raw material. It is an object of the present invention to provide a hardened cement material which can be manufactured at low cost without being adversely affected by heat.
【0009】[0009]
【課題を解決するための手段】本発明者らは鋭意検討を
重ねた結果、上記のような従来の課題を解決することが
できた。すなわち本発明は、下記の各種成分を含んでな
るスラリー組成物を、成形、養生して得られるセメント
硬化物を提供するものである。スラリー組成物に含まれ
る成分: 都市ゴミ焼却灰および下水汚泥焼却灰からなる群か
ら選択された一種以上の焼成物を含む水硬性組成物であ
って、C11A7CaCl2を10〜40重量%含み、
かつC2SおよびC3Sからなる群から選択された一種
以上を含む焼成物と石膏とを含む水硬性組成物; フィラー材; 水;および カルシア、マグネシアおよびドロマイトか焼物から
なる群から選択された一種以上の消化性物質。 また本発明は、スラリー組成物がさらに各種添加剤
(材)を含む前記のセメント硬化物を提供するものであ
る。さらに本発明は、消化性物質の全消化反応時間がA
STM C 110−76aに規定される消化速度の測
定方法において、それぞれ下記の範囲である前記のセメ
ント硬化物を提供するものである。 カルシア:20分以内 マグネシア:10分以内 ドロマイトか焼物:20分以内。 さらにまた本発明は、フィラー材および/または添加剤
(材)が、セメントの硬化反応を阻害する成分を含む前
記のセメント硬化物を提供するものである。As a result of intensive studies, the present inventors have been able to solve the above-mentioned conventional problems. That is, the present invention provides a cured cement product obtained by molding and curing a slurry composition containing the following various components. Ingredients contained in the slurry composition: A hydraulic composition containing at least one calcined product selected from the group consisting of municipal garbage incineration ash and sewage sludge incineration ash, wherein C 11 A 7 CaCl 2 is 10 to 40% by weight. % Included
And a hydraulic composition comprising a calcined product containing one or more selected from the group consisting of C 2 S and C 3 S and gypsum; a filler material; water; and a calcined material selected from the group consisting of calcia, magnesia and calcined dolomite. One or more digestive substances. Further, the present invention provides the above-described cured cement product, wherein the slurry composition further contains various additives (materials). Further, the present invention provides a method for treating a digestive substance having a total digestion reaction time of A
In a method for measuring a digestion rate specified in STM C 110-76a, the present invention provides the above-mentioned hardened cement material having the following ranges. Calcia: within 20 minutes Magnesia: within 10 minutes Dolomite calcined: within 20 minutes Still further, the present invention provides the above-described hardened cement, wherein the filler material and / or the additive (material) contains a component that inhibits a hardening reaction of the cement.
【0010】[0010]
【発明の実施の形態】(水硬性組成物)水硬性組成物
は、都市ゴミ焼却灰および下水汚泥焼却灰からなる群か
ら選択された一種以上の焼成物を含む水硬性組成物であ
って、C11A7CaCl2を10〜40重量%含み、
かつC2SおよびC3Sからなる群から選択された一種
以上を含む焼成物と石膏とを含むものである。これらは
この目的のために調製してもよいし、例えば先に提案し
た特開平7−165446号公報の環境調和型水硬性組
成物、あるいは特開平7−165447号公報の速硬型
混合セメント、あるいは特願平8−64486号の生活
・産業廃棄物を利用したセメント(エコセメント)等も
使用できる。とくにエコセメントは、具体的には、都市
ゴミ灰、下水汚泥焼却灰等の焼成物であり、これらの利
用は、セメントそのもののコストを低減し、また資源の
有効利用の観点から好ましい。BEST MODE FOR CARRYING OUT THE INVENTION (Hydraulic composition) The hydraulic composition is a hydraulic composition containing one or more calcined products selected from the group consisting of municipal waste incineration ash and sewage sludge incineration ash, 10 to 40% by weight of C 11 A 7 CaCl 2 ,
And a calcined product containing at least one selected from the group consisting of C 2 S and C 3 S and gypsum. These may be prepared for this purpose, or for example, an environment-friendly hydraulic composition disclosed in JP-A-7-165446, or a quick-setting mixed cement disclosed in JP-A-7-165449, for example, Alternatively, cement (eco-cement) utilizing living and industrial wastes disclosed in Japanese Patent Application No. 8-64486 can be used. In particular, eco-cement is, specifically, a burned material such as municipal ash, sewage sludge incineration ash, and the like, which is preferable from the viewpoint of reducing the cost of the cement itself and effective use of resources.
【0011】水硬性組成物に用いられる石膏の形態は、
とくに限定するものではなく、二水石膏、α型・β型半
水石膏、III型無水石膏、II型無水石膏などが各々単独
で、あるいは併用することができる。また、石膏の配合
量もとくに限定するものではないが、水硬性組成物中の
Al2O3に対し、モル比で0.4〜3.0、好ましく
は0.5〜2.0がよい。なお、セメント原料によって
は、水硬性組成物中に石膏が共存する場合も考えられる
が、この場合は先のSO3/Al2O3モル比になるよ
うに選択する。The form of gypsum used in the hydraulic composition is as follows:
There is no particular limitation, and gypsum dihydrate, α-type / β-type hemihydrate gypsum, type-III anhydrous gypsum, type-II anhydrous gypsum and the like can be used alone or in combination. The amount of the gypsum is not particularly limited, but the molar ratio is preferably 0.4 to 3.0, preferably 0.5 to 2.0 with respect to Al 2 O 3 in the hydraulic composition. . Depending on the cement raw material, gypsum may coexist in the hydraulic composition, but in this case, the molar ratio of SO 3 / Al 2 O 3 is selected.
【0012】上記の水硬性組成物は、セメント原料の一
部または全てとするが、一部とする場合は普通ポルトラ
ンドセメントや早強セメント、高塩基性カルシウムクロ
ロシリケート(例えばアリナイト、ベリナイト)、カル
シウムフルオロアルミネート(C11A7CaF2)、
アーウィン(C3A3CaSO4)あるいはその他のセ
メントと混合して用いる。この場合、水硬性組成物の混
合比率は、少なくとも30重量%以上がよく、好ましく
は50重量%以上である。30重量%以上の配合によ
り、先に説明した水硬性組成物の特徴が十分に発揮され
る。The above-mentioned hydraulic composition is used as a part or all of a cement raw material, and when it is used as a part, it is usually made of portland cement, high-strength cement, highly basic calcium chlorosilicate (eg, alinite, berynite), calcium Fluoroaluminate (C 11 A 7 CaF 2 ),
Irwin (C 3 A 3 CaSO 4 ) or a mixture with other cement is used. In this case, the mixing ratio of the hydraulic composition is preferably at least 30% by weight or more, and more preferably 50% by weight or more. When the content is 30% by weight or more, the characteristics of the hydraulic composition described above are sufficiently exhibited.
【0013】水硬性組成物は、JIS R 5201に
基づく凝結時間は、始発で概ね10〜40分、終結で概
ね30〜60分である。これに対して普通ポルトランド
セメントの始発時間は概ね120〜200分、終結時間
は概ね240〜360分であり、また、ジェットセメン
トに代表される超速硬性セメントでは始発時間は概ね5
〜20分、終結時間は概ね20〜40分である。このよ
うに、本発明における水硬性組成物の硬化時間は、普通
ポルトランドセメントに対しては圧倒的に短く、ジェッ
トセメントとほぼ同等かあるいはやや遅い程度である。The hydraulic composition has a setting time according to JIS R 5201 of about 10 to 40 minutes at the start and about 30 to 60 minutes at the end. On the other hand, the starting time of ordinary Portland cement is about 120 to 200 minutes, and the ending time is about 240 to 360 minutes. In the case of ultra-fast-hardening cement represented by jet cement, the starting time is about 5 minutes.
~ 20 minutes, with a termination time of about 20-40 minutes. As described above, the setting time of the hydraulic composition of the present invention is overwhelmingly short for ordinary Portland cement, and is almost equal to or slightly slower than jet cement.
【0014】なお、ジェットセメントとは、カルシウム
フルオロアルミネートを含有したセメントのことであっ
て、その超速硬性から緊急性を伴う各種土木建築工事な
どにおいて多用されている特殊セメントである。[0014] The jet cement is a cement containing calcium fluoroaluminate, and is a special cement which is frequently used in various civil engineering construction works and the like due to its super-rapid hardening property.
【0015】(フィラー材)フィラー材は、補強、加工
性付与、軽量化、増量等を目的に配合されるものであ
る。その例としては、木片や木質繊維のような木質フィ
ラー、パルプ繊維、その他の無機・有機質補強用繊維、
無機・有機質軽量骨材、砕石、細・粗骨材等が挙げられ
る。フィラー材の種類および配合量は、目的とする製品
の性能に応じて決定すればよい。(Filler material) The filler material is compounded for the purpose of reinforcing, imparting workability, reducing weight, increasing the amount, and the like. Examples include wood fillers such as wood chips and wood fibers, pulp fibers, other inorganic and organic reinforcing fibers,
Inorganic and organic lightweight aggregates, crushed stones, fine and coarse aggregates and the like can be mentioned. The type and amount of the filler material may be determined according to the performance of the target product.
【0016】(水)水の配合量は、得られるセメント硬
化物の比重、所望の強度等を勘案して適宜決定するが、
例えば水/セメント比として、20〜150%程度であ
る。(Water) The mixing amount of water is appropriately determined in consideration of the specific gravity, desired strength and the like of the obtained cement hardened product.
For example, the water / cement ratio is about 20 to 150%.
【0017】(消化性物質)本発明においては、カルシ
ア、マグネシアおよびドロマイトか焼物からなる群から
選択された一種以上の消化性物質を使用する。これらは
水との反応、すなわち消化反応において一般に消化熱と
呼ばれる発熱を伴う。本発明では、この発熱を利用して
硬化阻害物質の悪影響を回避するものである。本発明の
セメント硬化物に含まれるカルシウムクロロアルミネー
ト(C11A7CaCl2)の水和反応の温度依存性は
極めて高く、硬化阻害物質の悪影響を未然に防ぐことが
できる。また消化性物質は、ある程度の消化速度を持っ
ていないと、硬化促進を図り得るだけの消化熱が発生し
ない。そこで、消化性物質は、全消化反応時間がAST
M C 110−76aに規定される消化速度の測定方
法において、それぞれ以下の範囲であることが望まし
い。すなわち: カルシア:20分以内 マグネシア:10分以内 ドロマイトか焼物:20分以内。 さらに、本発明において、消化性物質の全消化反応時間
が短いほど、硬化阻害物質の影響を受けづらくなる傾向
にあるため、硬化時間が大きく遅延されるフィラー材や
混和剤を用いる場合は、カルシアで10分以内、マグネ
シアで8分以内、ドロマイトか焼物では10分以内がよ
り好ましい。なおASTM C 110−76aには、
マグネシアおよびドロマイトか焼物の測定方法について
は明確に記載されていないが、これらはカルシアの測定
方法に準じて測定を行うものとする。消化性物質の具体
的な消化速度は、目的とする製品の性能や、製造プロセ
スに応じて適宜選択することができる。また、消化性物
質は、その製造方法に応じて消化速度が異なり、種々の
ものが市販されてもいる。好適な消化速度は、例えば、
公知の型枠流し込み成形であれば型枠流し込みから脱型
までに、連続流し込み成形であれば流し込みから成形体
の切断までに、プレス成形(連続、半連続、バッチ式)
であれば圧力開放からハンドリングまでに消化反応が完
了しているのが望ましい。本発明において、消化性物質
の配合量は適宜選択すればよいが、例えば水硬性組成物
に対して1〜10重量%である。(Digestible substance) In the present invention, one or more digestible substances selected from the group consisting of calcia, magnesia and calcined dolomite are used. These are accompanied by an exotherm generally called digestive fever in the reaction with water, ie, the digestive reaction. In the present invention, this heat generation is used to avoid adverse effects of the curing inhibitor. The temperature dependence of the hydration reaction of calcium chloroaluminate (C 11 A 7 CaCl 2 ) contained in the hardened cement of the present invention is extremely high, and the adverse effects of the hardening inhibitor can be prevented beforehand. Unless a digestible substance has a certain digestion rate, it does not generate digestive heat enough to promote curing. Therefore, digestive substances have a total digestion reaction time of AST
In the method of measuring the digestion rate specified in MC110-76a, it is desirable that the digestion rate is in the following range. That is: Calcia: within 20 minutes Magnesia: within 10 minutes Dolomite calcined: within 20 minutes. Furthermore, in the present invention, the shorter the total digestion reaction time of the digestible substance, the less likely it is to be affected by the curing inhibitor, so when using a filler material or admixture whose curing time is greatly delayed, calcia And less than 10 minutes for magnesia and less than 10 minutes for calcined dolomite. ASTM C 110-76a includes:
Although the method for measuring magnesia and calcined dolomite is not clearly described, these shall be measured according to the method for measuring calcia. The specific digestion rate of the digestible substance can be appropriately selected according to the performance of the target product and the production process. In addition, digestible substances have different digestion rates depending on the production method, and various substances are commercially available. Suitable digestion rates are, for example,
Press molding (continuous, semi-continuous, batch type) from the casting of the mold to the demolding in the case of known mold casting and from the casting to the cutting of the molded body in the case of continuous casting.
If so, it is desirable that the digestion reaction is completed from the release of pressure to the handling. In the present invention, the amount of the digestible substance may be appropriately selected, and is, for example, 1 to 10% by weight based on the hydraulic composition.
【0018】なお硬化阻害物質は、フィラー材や混和剤
(材)に含まれることが多く、例えばリン酸塩、けいふ
っ化物、ほう酸塩、亜鉛化合物等の無機物質;糖類(ガ
ラクトース、果糖、ぶどう糖等の単糖類、しょ糖、乳糖
等の二糖類、デキストリン、グリコーゲン等の多糖
類)、高分子有機酸(リグニン、タンニン酸、フミン酸
等)、カルボン酸(グリコール酸、酒石酸、クエン酸、
リンゴ酸、コハク酸、ぎ酸、酢酸、乳酸、蓚酸等)、ア
ルコール類(グリセリン、エチルアルコール、イソブチ
ルアルコール等)等の有機物質等が挙げられ、これらの
硬化阻害物質が存在するときにとくに本発明は効果を発
揮する。すなわち、迅速な硬化性が損なわれることがな
い。The curing inhibitor is often contained in filler materials and admixtures (materials), for example, inorganic substances such as phosphates, silicon fluorides, borates and zinc compounds; sugars (galactose, fructose, glucose) Monosaccharides, sucrose, disaccharides such as lactose, dextrins, polysaccharides such as glycogen), high-molecular organic acids (lignin, tannic acid, humic acid, etc.), carboxylic acids (glycolic acid, tartaric acid, citric acid,
Organic substances such as malic acid, succinic acid, formic acid, acetic acid, lactic acid, oxalic acid, etc., alcohols (glycerin, ethyl alcohol, isobutyl alcohol, etc.), and the like. The invention is effective. That is, rapid curability is not impaired.
【0019】(各種添加剤(材))本発明におけるスラ
リー組成物は、上記のほかに各種添加剤(材)を含むこ
とができる。その例としては、凝結促進剤、スラリー流
動化剤、各種分散剤、発泡剤(材)、増粘剤等が挙げら
れる。これらは、製造ライン上でのスラリー組成物の取
扱いや目的とする製品の性能に応じてその種類や配合量
を調整する。(Various Additives (Materials)) The slurry composition of the present invention may contain various additives (materials) in addition to the above. Examples thereof include a setting accelerator, a slurry fluidizer, various dispersants, a foaming agent (material), and a thickener. The types and amounts of these are adjusted according to the handling of the slurry composition on the production line and the performance of the target product.
【0020】本発明において、成形工程は、公知の型枠
流し込み成形、連続流し込み成形、プレス成形(連続、
半連続、バッチ式)等を適宜選択することができる。ま
た養生工程は、湿潤養生、蒸気養生、加温養生、加圧養
生、オートクレーブ養生(高温・高圧、低温・低圧)と
いった当業界で知られる手法を用いることができる。In the present invention, the molding process includes known mold casting, continuous casting, press molding (continuous,
Semi-continuous, batch type) or the like can be appropriately selected. In the curing step, a method known in the art such as wet curing, steam curing, heated curing, pressurized curing, and autoclave curing (high temperature / high pressure, low temperature / low pressure) can be used.
【0021】硬化阻害物質が存在していてもなぜその悪
影響を受けることがないのか、本発明者らは次のように
考えている。硬化阻害物質は、セメントに含まれるカル
シウム成分を固定し、初期強度を発現させるためのエト
リンガイトの生成反応を阻害する。一方、本発明で使用
する水硬性組成物における初期強度の発現は先のエトリ
ンガイトの他にエトリンガイトによく似たフリーデル氏
塩の生成によるものであると推定される。このフリーデ
ル氏塩はカルシウム濃度が低い環境下においても、比較
的生成しやすい性状を有しているため、ある程度の初期
強度が確保できるものと考えられる。このように水硬性
組成物は、他のセメント鉱物に比較して特異な水和プロ
セスを辿るが、その水和メカニズムを解析していくなか
で、本発明者らはフリーデル氏塩の生成反応は、他のセ
メント鉱物に比較して極めて高い温度依存性があること
を見出した。すなわち反応温度が高ければ高いほど、硬
化阻害物質の悪影響を受ける以前に硬化反応を早めるこ
とができる。そしてこの反応系の高温度化は、消化性物
質の消化熱により供給される。迅速な硬化が達成される
ことにより、例えば型枠流し込み成形により製造される
セメント硬化物製品では即脱化が可能となり、生産性向
上、型枠の回転が速くなる等によって大幅なコストダウ
ンが期待できる。また連続流し込み成形やプレス成形に
より製造される各種のセメント硬化物も生産速度を早め
ることができ、結果として大きなコストダウンが期待で
きる。The present inventors consider as follows why the curing inhibitor is not adversely affected even if it is present. The hardening inhibitor fixes the calcium component contained in the cement and inhibits the reaction of forming ettringite for expressing the initial strength. On the other hand, the development of the initial strength in the hydraulic composition used in the present invention is presumed to be due to the formation of Friedel's salt, which is very similar to ettringite, in addition to ettringite. It is considered that Friedel's salt is relatively easy to produce even in an environment with a low calcium concentration, so that it is possible to secure a certain initial strength. As described above, the hydraulic composition follows a unique hydration process as compared with other cement minerals. Found that it had a very high temperature dependence compared to other cement minerals. That is, the higher the reaction temperature, the faster the curing reaction can take place before it is adversely affected by the curing inhibitor. The high temperature of the reaction system is supplied by the heat of digestion of the digestive substance. Achieving rapid hardening allows for quick demolding of hardened cementitious products manufactured, for example, by cast-molding of molds, leading to significant cost reductions due to improved productivity, faster mold rotation, etc. it can. In addition, the production speed of various types of cement hardened products produced by continuous casting or press molding can be increased, and as a result, significant cost reduction can be expected.
【0022】[0022]
【実施例】次に本発明を実施例および比較例により具体
的に説明するが、本発明はこれらの例によってなんら限
定されるものではない。次に実施例で使用した各種材料
について示す。都市ゴミ焼却灰および下水汚泥焼却灰か
らなる群から選択された一種以上の焼成物を含む水硬性
組成物であって、C11A7CaCl2を10〜40重
量%含み、かつC2SおよびC3Sからなる群から選択
された一種以上を含む焼成物と石膏とを含む水硬性組成
物として、秩父小野田(株)製エコセメントを使用し
た。本エコセメントは、都市ゴミ焼却灰を用いて製造さ
れ、C11A7CaCl2を24重量%、C2Sを15
重量%、C3Sを15重量%含む。次にエコセメント1
00重量部に対し、混練水50重量部、消化性物質7重
量部、あるいは消化性物質に換え消石灰を7重量部加え
たものを基本配合物とした。さらに下記表1に示すよう
に、基本配合物にフィラー材として米松のかんなくずを
5重量部、混和剤として米松のかんなくずの水抽出液
(米松/水重量比=1/3、1日間抽出)を50重量部
(混練水に置き換え)、混和材として日本コーンスター
チ社デキストリンを0.1重量部添加し、三井鉱山社製
ヘンシェルミキサー(混練物20リットル)にて1分間
混合した。得られたスラリー組成物を50×50×2c
mの型枠に流し込み成形し、セメント硬化物を得た。Next, the present invention will be described in detail with reference to examples and comparative examples, but the present invention is not limited to these examples. Next, various materials used in the examples will be described. A city hydraulic composition comprising one or more of the burned material selected from the group consisting of waste incineration ash and sewage sludge incineration ash includes C 11 A 7 CaCl 2 10~40 wt%, and C 2 S and Eco-cement manufactured by Chichibu Onoda Co., Ltd. was used as a hydraulic composition containing a calcined product containing at least one selected from the group consisting of C 3 S and gypsum. This eco-cement is manufactured using municipal garbage incineration ash. C 11 A 7 CaCl 2 is 24% by weight, and C 2 S is 15%.
% By weight, and 15% by weight of C 3 S. Next, Ecocement 1
A basic compound was prepared by adding 50 parts by weight of kneading water, 7 parts by weight of a digestible substance, or 7 parts by weight of slaked lime instead of the digestible substance to 00 parts by weight. Further, as shown in Table 1 below, 5 parts by weight of Yonematsu syrup was added to the basic formulation as a filler material, and an aqueous extract of Yonematsu syrup was used as an admixture (weight ratio of Yonematsu / water = 1/3, extracted for 1 day) ) (Replaced by kneading water) and 0.1 part by weight of dextrin from Japan Cornstarch as an admixture, and mixed for 1 minute using a Henschel mixer (20 liters of kneaded product) manufactured by Mitsui Mining Co., Ltd. 50 × 50 × 2c of the obtained slurry composition
m and cast into a mold to obtain a cured cement product.
【0023】セメント硬化物の評価として、脱型の可
否、反転の可否、切断の可否を調べた。脱型の可否は、
流し込み成形したスラリー組成物を10分間常温にて放
置し、その後型枠をはずしたときに、型枠に組成物が付
着することなく剥離し、硬化体が成形できたものを可、
組成物が型枠に付着したものを不可として評価した。反
転の可否は、脱型できた硬化体についてのみさらに20
分間常温にて放置し、この硬化体を支持棒間ピッチ20
cmの反転可能な水平スリット(支持棒幅5cmで等間
隔に4本配置)上に移動させ、水平スリットを1/2π
rad/secで反転させても硬化体が割れることなく反転さ
せられたものを可、割れてしまったものを不可として評
価した。切断の可否は、脱型できた硬化体についてのみ
更に40分間常温にて放置し、これをチップソー(鋸羽
移動速度5cm/sec)で切断し、角かけがないものを
可、角かけしたものを不可として評価した。得られた結
果を併せて表1に示す。なお、消化性物質の全消化反応
時間は、ASTM C 110−76aに規定される消
化速度の測定方法に準じて測定した。As the evaluation of the cement hardened material, the possibility of demolding, the possibility of inversion, and the possibility of cutting were examined. Whether the removal is possible
The cast slurry composition was allowed to stand at room temperature for 10 minutes, and then, when the mold was removed, the composition was peeled off without adhering to the mold and a cured product was formed.
Those in which the composition adhered to the mold were evaluated as unacceptable. The possibility of reversal is further increased by 20 for only the cured product that has been released from the mold.
The cured product is allowed to stand at room temperature for 20 minutes.
cm on a reversible horizontal slit (support rod width 5 cm, four at regular intervals), and move the horizontal slit to 1 / 2π
The cured product was evaluated as acceptable if it was inverted without breaking even when it was inverted at rad / sec, and unacceptable if it was broken. The cutability is determined by leaving the cured product alone at room temperature for another 40 minutes, cutting it with a tip saw (saw blade moving speed 5 cm / sec), and cutting it with no squares. Was evaluated as unacceptable. Table 1 also shows the obtained results. The total digestion reaction time of digestible substances was measured according to the digestion rate measurement method specified in ASTM C110-76a.
【0024】[0024]
【表1】 [Table 1]
【0025】本発明の試験例1〜24は、硬化反応阻害
物質が存在するにもかかわらずいずれも脱型が可であっ
た。とくに、全消化反応時間が20分以内のカルシア、
10分以内のマグネシア、20分以内のドロマイトか焼
物を配合した系は、いずれもすべての評価項目について
優秀な成績であることが認められた。これに対し、試験
例25〜27の消石灰を配合した系は、貧弱な結果に終
わっていることが分かる。上述した実施例のように、本
発明は、木質フィラー(木質繊維、木毛、木片)等の植
物性・有機性の硬化阻害物質が配合中に含まれていて
も、所望の迅速な硬化性を確保することができる。In Test Examples 1 to 24 of the present invention, demolding was possible in spite of the presence of the curing reaction inhibiting substance. In particular, calcia with a total digestion reaction time of less than 20 minutes,
It was confirmed that the system containing magnesia within 10 minutes and dolomite calcined material within 20 minutes had excellent results in all evaluation items. On the other hand, it can be seen that the systems in which slaked lime of Test Examples 25 to 27 were mixed resulted in poor results. As in the above-described embodiment, the present invention provides a desired rapid curing property even when a vegetable or organic curing inhibitor such as a wood filler (wood fiber, wood wool, wood chip) is contained in the formulation. Can be secured.
【0026】[0026]
【発明の効果】本発明によれば、都市ゴミ焼却灰、下水
汚泥焼却灰の一種以上をセメント原料とした資源リサイ
クルを基調とした環境調和型セメントを用い、もし硬化
阻害物質が存在しても迅速な硬化に悪影響を受けること
がなく、低コストで製造することのできるセメント硬化
物が提供される。According to the present invention, an environment-friendly cement based on resource recycling using at least one of municipal waste incineration ash and sewage sludge incineration ash as a cement raw material is used. Provided is a hardened cement which can be manufactured at low cost without being adversely affected by rapid hardening.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 24:38 18:26) 103:12 103:30 103:44 111:20 (72)発明者 永田 憲史 千葉県佐倉市大作二丁目4番2号 株式会 社建材テクノ研究所内 Fターム(参考) 4G012 PB03 PD01 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 24:38 18:26) 103: 12 103: 30 103: 44 111: 20 (72) Inventor Norifumi Nagata F-term (reference) 4G012 PB03 PD01 in Building Materials Techno Research Laboratory, Inc. 2-4-2 Daisaku, Sakura City, Chiba Prefecture
Claims (4)
成物を、成形、養生して得られるセメント硬化物。スラ
リー組成物に含まれる成分: 都市ゴミ焼却灰および下水汚泥焼却灰からなる群か
ら選択された一種以上の焼成物を含む水硬性組成物であ
って、C11A7CaCl2を10〜40重量%含み、
かつC2SおよびC3Sからなる群から選択された一種
以上を含む焼成物と石膏とを含む水硬性組成物; フィラー材; 水;および カルシア、マグネシアおよびドロマイトか焼物から
なる群から選択された一種以上の消化性物質。1. A hardened cementitious product obtained by molding and curing a slurry composition comprising the following various components. Ingredients contained in the slurry composition: A hydraulic composition containing at least one calcined product selected from the group consisting of municipal garbage incineration ash and sewage sludge incineration ash, wherein C 11 A 7 CaCl 2 is 10 to 40% by weight. % Included
And a hydraulic composition comprising a calcined product containing one or more selected from the group consisting of C 2 S and C 3 S and gypsum; a filler material; water; and a calcined material selected from the group consisting of calcia, magnesia and calcined dolomite. One or more digestive substances.
(材)を含む請求項1に記載のセメント硬化物。2. The hardened cement according to claim 1, wherein the slurry composition further contains various additives (materials).
C 110−76aに規定される消化速度の測定方法
において、それぞれ下記の範囲である請求項1または2
に記載のセメント硬化物。 カルシア:20分以内 マグネシア:10分以内 ドロマイトか焼物:20分以内。3. The total digestion reaction time of digestible substances is ASTM.
The method for measuring a digestion rate specified in C110-76a, wherein each of the ranges is as follows.
The cured cement according to the above item. Calcia: within 20 minutes Magnesia: within 10 minutes Dolomite calcined: within 20 minutes
が、セメントの硬化反応を阻害する成分を含む請求項1
ないし3のいずれか1項に記載のセメント硬化物。4. Filler material and / or additive (material)
Contains a component that inhibits the hardening reaction of cement.
4. The hardened cement according to any one of items 3 to 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10248130A JP2000072515A (en) | 1998-09-02 | 1998-09-02 | Hardened cement product |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10248130A JP2000072515A (en) | 1998-09-02 | 1998-09-02 | Hardened cement product |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2000072515A true JP2000072515A (en) | 2000-03-07 |
Family
ID=17173684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10248130A Pending JP2000072515A (en) | 1998-09-02 | 1998-09-02 | Hardened cement product |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2000072515A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004511421A (en) * | 2000-10-17 | 2004-04-15 | ジェイムズ ハーディー リサーチ ピーティーワイ.リミテッド | Fiber cement composite using durable cellulose fibers treated with biocide |
| JP2012076009A (en) * | 2010-09-30 | 2012-04-19 | Nippon Paper Industries Co Ltd | Method of producing granulated and solidified body from biomass incineration ash |
| CN102500606A (en) * | 2011-10-28 | 2012-06-20 | 王发东 | Preparation method of domestic garbage jelly |
| KR101305546B1 (en) * | 2013-01-15 | 2013-09-09 | 한일시멘트 (주) | Method of manufacturing portland cement for carbon dioxide reduction including calcined dolomite take advantage of hydration properties |
| CN118084431A (en) * | 2024-01-09 | 2024-05-28 | 浙江大学 | Green building materials derived from sludge incineration ash by medium-low temperature hydrothermal activation and preparation method thereof |
-
1998
- 1998-09-02 JP JP10248130A patent/JP2000072515A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004511421A (en) * | 2000-10-17 | 2004-04-15 | ジェイムズ ハーディー リサーチ ピーティーワイ.リミテッド | Fiber cement composite using durable cellulose fibers treated with biocide |
| JP2012076009A (en) * | 2010-09-30 | 2012-04-19 | Nippon Paper Industries Co Ltd | Method of producing granulated and solidified body from biomass incineration ash |
| CN102500606A (en) * | 2011-10-28 | 2012-06-20 | 王发东 | Preparation method of domestic garbage jelly |
| KR101305546B1 (en) * | 2013-01-15 | 2013-09-09 | 한일시멘트 (주) | Method of manufacturing portland cement for carbon dioxide reduction including calcined dolomite take advantage of hydration properties |
| CN118084431A (en) * | 2024-01-09 | 2024-05-28 | 浙江大学 | Green building materials derived from sludge incineration ash by medium-low temperature hydrothermal activation and preparation method thereof |
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