JP2003176160A - Cement composition for carbonized cured body - Google Patents
Cement composition for carbonized cured bodyInfo
- Publication number
- JP2003176160A JP2003176160A JP2001372403A JP2001372403A JP2003176160A JP 2003176160 A JP2003176160 A JP 2003176160A JP 2001372403 A JP2001372403 A JP 2001372403A JP 2001372403 A JP2001372403 A JP 2001372403A JP 2003176160 A JP2003176160 A JP 2003176160A
- Authority
- JP
- Japan
- Prior art keywords
- slag
- cement composition
- blast furnace
- crystallized
- carbonation
- 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.)
- Granted
Links
- 239000004568 cement Substances 0.000 title claims abstract description 36
- 239000000203 mixture Substances 0.000 title claims abstract description 29
- 239000002893 slag Substances 0.000 claims abstract description 58
- 239000000126 substance Substances 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims description 18
- 239000006227 byproduct Substances 0.000 abstract description 4
- 238000005266 casting Methods 0.000 abstract description 3
- 238000011161 development Methods 0.000 abstract description 3
- 238000000465 moulding Methods 0.000 abstract description 3
- 238000010438 heat treatment Methods 0.000 abstract description 2
- 239000002440 industrial waste Substances 0.000 abstract 1
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 16
- 239000000047 product Substances 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 13
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 10
- 238000004017 vitrification Methods 0.000 description 9
- 229910002092 carbon dioxide Inorganic materials 0.000 description 8
- 239000001569 carbon dioxide Substances 0.000 description 8
- 238000002156 mixing Methods 0.000 description 8
- 239000007789 gas Substances 0.000 description 6
- 239000000377 silicon dioxide Substances 0.000 description 6
- 235000019738 Limestone Nutrition 0.000 description 5
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 5
- 239000003638 chemical reducing agent Substances 0.000 description 5
- 229910052681 coesite Inorganic materials 0.000 description 5
- 229910052593 corundum Inorganic materials 0.000 description 5
- 229910052906 cristobalite Inorganic materials 0.000 description 5
- 239000006028 limestone Substances 0.000 description 5
- 239000000843 powder Substances 0.000 description 5
- 229910052682 stishovite Inorganic materials 0.000 description 5
- 229910052905 tridymite Inorganic materials 0.000 description 5
- 229910001845 yogo sapphire Inorganic materials 0.000 description 5
- 239000011398 Portland cement Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 229910001719 melilite Inorganic materials 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- XKRFYHLGVUSROY-UHFFFAOYSA-N Argon Chemical compound [Ar] XKRFYHLGVUSROY-UHFFFAOYSA-N 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 229910004298 SiO 2 Inorganic materials 0.000 description 2
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 2
- 239000002969 artificial stone Substances 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 235000012241 calcium silicate Nutrition 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 239000013078 crystal Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000006386 neutralization reaction Methods 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- KJFMBFZCATUALV-UHFFFAOYSA-N phenolphthalein Chemical compound C1=CC(O)=CC=C1C1(C=2C=CC(O)=CC=2)C2=CC=CC=C2C(=O)O1 KJFMBFZCATUALV-UHFFFAOYSA-N 0.000 description 2
- 238000000634 powder X-ray diffraction Methods 0.000 description 2
- 238000010298 pulverizing process Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 1
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 1
- KKCBUQHMOMHUOY-UHFFFAOYSA-N Na2O Inorganic materials [O-2].[Na+].[Na+] KKCBUQHMOMHUOY-UHFFFAOYSA-N 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 150000001450 anions Chemical class 0.000 description 1
- 229910052661 anorthite Inorganic materials 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- 229910052786 argon Inorganic materials 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 229910052793 cadmium Inorganic materials 0.000 description 1
- BDOSMKKIYDKNTQ-UHFFFAOYSA-N cadmium atom Chemical compound [Cd] BDOSMKKIYDKNTQ-UHFFFAOYSA-N 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- JHLNERQLKQQLRZ-UHFFFAOYSA-N calcium silicate Chemical compound [Ca+2].[Ca+2].[O-][Si]([O-])([O-])[O-] JHLNERQLKQQLRZ-UHFFFAOYSA-N 0.000 description 1
- JGIATAMCQXIDNZ-UHFFFAOYSA-N calcium sulfide Chemical compound [Ca]=S JGIATAMCQXIDNZ-UHFFFAOYSA-N 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 239000002734 clay mineral Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000002425 crystallisation Methods 0.000 description 1
- 230000008025 crystallization Effects 0.000 description 1
- 238000006114 decarboxylation reaction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- GWWPLLOVYSCJIO-UHFFFAOYSA-N dialuminum;calcium;disilicate Chemical compound [Al+3].[Al+3].[Ca+2].[O-][Si]([O-])([O-])[O-].[O-][Si]([O-])([O-])[O-] GWWPLLOVYSCJIO-UHFFFAOYSA-N 0.000 description 1
- GDVKFRBCXAPAQJ-UHFFFAOYSA-A dialuminum;hexamagnesium;carbonate;hexadecahydroxide Chemical compound [OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[Mg+2].[Mg+2].[Mg+2].[Mg+2].[Mg+2].[Mg+2].[Al+3].[Al+3].[O-]C([O-])=O GDVKFRBCXAPAQJ-UHFFFAOYSA-A 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000000887 hydrating effect Effects 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- 125000004435 hydrogen atom Chemical class [H]* 0.000 description 1
- 229910001701 hydrotalcite Inorganic materials 0.000 description 1
- 229960001545 hydrotalcite Drugs 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- SZVJSHCCFOBDDC-UHFFFAOYSA-N iron(II,III) oxide Inorganic materials O=[Fe]O[Fe]O[Fe]=O SZVJSHCCFOBDDC-UHFFFAOYSA-N 0.000 description 1
- 229910052907 leucite Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 238000004451 qualitative analysis Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- -1 setting regulator Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 150000004763 sulfides Chemical class 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- 239000010456 wollastonite Substances 0.000 description 1
- 229910052882 wollastonite Inorganic materials 0.000 description 1
- 229910001720 Åkermanite Inorganic materials 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
- 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
-
- 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
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
(57)【要約】
【課題】 加圧成型を必要とせず、流し込み成型でも高
強度を発現できる炭酸化硬化体とそれを実現するための
セメント組成物を提供するとともに、産業廃棄物である
高炉水砕スラグの有効活用方法を提供する。
【解決手段】 高炉水砕スラグを加熱処理して結晶化さ
せた結晶化スラグ及び水硬性物質からなる炭酸化硬化体
用セメント組成物。該炭酸化硬化体用セメント組成物は
流し込み成型が可能であり、炭酸化養生において優れた
強度発現性を示し、クラックの発生もない硬化体を製造
可能である。同時に産業副産物である高炉スラグの高機
能化を実現できる。(57) [PROBLEMS] To provide a carbonized hardened body which does not require pressure molding and can exhibit high strength even by casting, and a cement composition for realizing the same, and a blast furnace which is industrial waste. Provide effective use of granulated slag. A cement composition for a carbonated hardened body comprising crystallized slag obtained by heat treatment of granulated blast furnace slag and a hydraulic substance. The cemented composition for a carbonated cured body can be cast and produced, and can exhibit a cured body that exhibits excellent strength development in carbonation curing and does not generate cracks. At the same time, it is possible to improve the functionality of blast furnace slag, an industrial byproduct.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、主に、土木・建築
業界において使用される炭酸化硬化体用セメント組成物
に関する。なお、本発明における部及び%は特に規定し
ない限り質量基準で示す。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to a cement composition for carbonation-cured products used in the civil engineering and construction industry. Parts and% in the present invention are based on mass unless otherwise specified.
【0002】[0002]
【従来の技術とその課題】二酸化炭素排出量に関して、
全産業に占める土木・建設業の割合は極めて大きく、環
境負荷の低減が切望されている。セメント産業から排出
される二酸化炭素はそのほとんどが原料である石灰石の
脱炭酸反応や燃料の燃焼に由来している。[Prior art and its problems] Regarding carbon dioxide emissions,
The civil engineering and construction industry accounts for an extremely large proportion of all industries, and there is a strong demand for reducing the environmental load. Most of the carbon dioxide emitted from the cement industry comes from the decarboxylation reaction of limestone, which is the raw material, and the combustion of fuel.
【0003】したがって、セメント産業において二酸化
炭素排出量を軽減するためには、セメントクリンカの焼
成量を低減することが最も有効な方法であり、各種混合
セメントの利用を推進することは極めて重要である。Therefore, in order to reduce carbon dioxide emission in the cement industry, reducing the amount of cement clinker fired is the most effective method, and it is extremely important to promote the use of various mixed cements. .
【0004】一方、製鉄所から産業副産物として産出さ
れる高炉スラグはコンクリート分野では広範に利用され
ている。高炉スラグは、急冷されてガラス化した高炉水
砕スラグと、徐冷されて結晶化した高炉徐冷スラグに大
別される。On the other hand, blast furnace slag produced as an industrial by-product from a steel mill is widely used in the concrete field. Blast furnace slag is roughly classified into blast furnace granulated slag that is rapidly cooled and vitrified, and blast furnace slowly cooled slag that is gradually cooled and crystallized.
【0005】このうち、高炉水砕スラグはアルカリ性
で、かつ潜在水硬性を有しており、セメントと同程度、
あるいは、それ以上に細かく粉砕されたものが高炉セメ
ントの原料として利用されている。Of these, granulated blast furnace slag is alkaline and has latent hydraulicity, and is similar to cement.
Alternatively, more finely pulverized material is used as a raw material for blast furnace cement.
【0006】ガラス化した高炉水砕スラグは潜在水硬性
を有しており、セメントクリンカーに多量に混和しても
長期強度は低下しないという優れた特性をもつことか
ら、高強度コンクリートや高流動コンクリートなど様々
な分野での研究がなされている。[0006] Vitrified granulated blast furnace slag has latent hydraulicity and has an excellent property that long-term strength does not decrease even when mixed in a large amount with cement clinker. Studies in various fields are being conducted.
【0007】最近では、産業副産物である高炉スラグの
高機能化に関する研究が始まろうとしている。[0007] Recently, research on high functionality of blast furnace slag, which is an industrial by-product, is about to begin.
【0008】ところで、従来より、転炉スラグ及び石灰
石に水を添加した後炭酸ガス加圧雰囲気下で硬化させた
「人造石」(特開昭49-88922号公報)、水硬性物質及び
転炉スラグ等を成分とする組成物に水を添加し、加圧成
型した後炭酸ガスを吸収させて硬化させる「炭酸化によ
る成形品」(特公昭56-36147号公報等)が提案されてい
る。By the way, conventionally, "artificial stone" (Japanese Patent Laid-Open No. 49-88922) obtained by adding water to a converter slag and limestone and then hardening it under a carbon dioxide pressure atmosphere, a hydraulic material and a converter A "molded product by carbonation", in which water is added to a composition containing slag or the like as a component, pressure molding is performed, and then carbon dioxide gas is absorbed and cured (Japanese Patent Publication No. 56-36147 etc.), has been proposed.
【0009】しかしながら、従来の「人造石」及び「炭
酸化による成形品」は加圧成型しなければ十分な強度を
発現しないものであった。今日では、加圧成型を必要と
せず、流し込み成型でも高強度を発現できるセメント組
成物が強く求められている。However, the conventional "artificial stone" and "molded product by carbonation" do not exhibit sufficient strength unless they are pressure-molded. Nowadays, there is a strong demand for a cement composition that does not require pressure molding and can exhibit high strength even by casting.
【0010】本発明者らは、高炉スラグを用いた炭酸化
硬化体用セメントの高機能化について鋭意検討した結
果、結晶化スラグを用いて作製した水硬性物質の硬化体
を炭酸化すると、硬化体表面付近に緻密で硬い層を形成
するために、炭酸化による圧縮強度増加への貢献度が著
しく大きいことを見出した。この知見をもとに、高強度
の炭酸化硬化体が得られることを知見し、本発明を完成
するに至った。The inventors of the present invention have made earnest studies on the improvement of the function of the cement for a carbonation hardening body using blast furnace slag, and as a result, when the hardening body of the hydraulic material produced using the crystallized slag is carbonated, the hardening occurs. It was found that carbonation contributes significantly to increasing the compressive strength in order to form a dense and hard layer near the body surface. Based on this finding, it was found that a high-strength carbonation cured product can be obtained, and the present invention was completed.
【0011】[0011]
【課題を解決するための手段】すなわち、本発明は高炉
水砕スラグを加熱処理した結晶化スラグ、及び水硬性物
質からなる炭酸化硬化体用セメント組成物であり、結晶
化スラグのガラス化率が30%以下であることを特徴とす
る該炭酸化硬化体用セメント組成物であり、結晶化スラ
グのブレーン比表面積が3,000cm2/g以上である該炭酸化
硬化体用セメント組成物であり、水硬性物質と結晶化ス
ラグの合計100部中、結晶化スラグの含有量が90部〜50
部以上であることを特徴とする該炭酸化硬化体用セメン
ト組成物である。[Means for Solving the Problems] That is, the present invention is a cement composition for a carbonation-cured product comprising a crystallized slag obtained by heat-treating granulated blast furnace slag, and a hydraulic substance, and the vitrification rate of the crystallized slag. Is 30% or less of the carbonized hardened body cement composition, the crystallized slag Blaine specific surface area is 3,000 cm 2 / g or more of the carbonated hardened body cement composition. , 100 parts in total of hydraulic material and crystallized slag, the content of crystallized slag is 90 to 50
It is the cement composition for carbonation-cured products, characterized in that the content is at least 1 part.
【0012】[0012]
【発明の実施の形態】以下、本発明を詳細に説明する。
本発明の結晶化スラグとは、高炉水砕スラグを加熱処理
して結晶化させたスラグを意味する。成分としては高炉
水砕スラグと同様の化学成分を持つ。具体的には、Si
O2、CaO、Al2O3、及びMgO等を主要な化学成分とし、そ
の他、TiO2、MnO、Na 2O、S、P2O5、及びFe2O3等が挙げ
られる。BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below.
The crystallized slag of the present invention is a heat treatment of granulated blast furnace slag.
Means slag that has been crystallized. Blast furnace as an ingredient
It has the same chemical composition as granulated slag. Specifically, Si
O2, CaO, Al2O3, And MgO are the main chemical components.
Other than TiO2, MnO, Na 2O, S, P2OFive, And Fe2O3Etc.
To be
【0013】高炉水砕スラグの化合物としては、ガラス
質の他にゲーレナイト2CaO・Al2O3・SiO2とアケルマナイ
ト2CaO・MgO・2SiO2の混晶である、いわゆるメリライトを
含む。また、元素組成からダイカルシウムシリケート2C
aO・SiO2、ランキナイト3CaO・2SiO2、ワラストナイトCaO
・SiO2などのカルシウムシリケート、メルビナイト3CaO・
MgO・2SiO2、モンチセライトCaO・MgO・SiO2などのカルシ
ウムマグネシウムシリケート、アノーサイトCaO・Al2O3・
2SiO2、リューサイト(K2O、Na2O)・Al2O3・SiO 2、スピ
ネルMgO・Al2O3、マグネタイトFe3O4、さらに、硫化カル
シウムCaS、硫化鉄FeSなどの硫化物等を含むと推定され
ている。As a compound of granulated blast furnace slag, glass is used.
In addition to quality, Gehrenite 2CaO ・ Al2O3・ SiO2And Akermanai
2CaO ・ MgO ・ 2SiO2The so-called melilite, which is a mixed crystal of
Including. Also, from the elemental composition, dicalcium silicate 2C
aO ・ SiO2, Rankinite 3CaO ・ 2SiO2, Wollastonite CaO
・ SiO2Such as calcium silicate, merbinite 3CaO
MgO ・ 2SiO2, Monticerite CaO / MgO / SiO2Calci as
Ummmagnesium silicate, anorthite CaO / Al2O3・
2 SiO2, Leucite (K2O, Na2O) ・ Al2O3・ SiO 2, Sp
Flannel MgO / Al2O3, Magnetite Fe3OFour, Further, calcium sulfide
Presumed to contain sulfides such as Cadmium CaS and FeS FeS
ing.
【0014】結晶化スラグは粉末X線回折法による定性
分析では、メリライトを含有することが確認されてい
る。It has been confirmed by qualitative analysis by powder X-ray diffraction that the crystallized slag contains melilite.
【0015】本発明で使用する結晶化スラグのガラス化
率は30%以下が好ましく、10%以下がより好ましい。ガラ
ス化率が30%を越えると炭酸化に伴う強度増進が十分で
なかったり、硬化体にクラックが発生しやすくなる。ま
た、ガラス化率の下限は制限がなく、完全に結晶化した
ものが最も好ましい。The vitrification rate of the crystallized slag used in the present invention is preferably 30% or less, more preferably 10% or less. If the vitrification ratio exceeds 30%, the strength increase due to carbonation will be insufficient, and cracks will easily occur in the cured body. The lower limit of the vitrification rate is not limited, and a completely crystallized one is the most preferable.
【0016】本発明でいうガラス化率(X)は X(%)
=(1−S/S0)×100として求められる。ここで、S
は粉末X線回折法により求められる結晶化スラグ中の主
要な結晶性化合物であるメリライト(ゲーレナイト2CaO
・Al2O3・SiO2とアケルマナイト2CaO・MgO・2SiO2の混晶)
のメインピークの面積であり、S0はスラグを1,000℃で
3時間加熱し、その後、5℃/分の冷却速度で冷却した試
料粉末のメリライトのメインピークの面積を表す。The vitrification rate (X) referred to in the present invention is X (%)
= (1−S / S 0 ) × 100. Where S
Is a major crystalline compound in crystallized slag obtained by powder X-ray diffractometry (mellenite 2CaO).
・ Al 2 O 3・ SiO 2 and akermanite 2CaO ・ MgO ・ 2SiO 2 mixed crystal)
The area of the main peak of S 0 is slag at 1,000 ℃
The area of the main peak of melilite of the sample powder heated for 3 hours and then cooled at a cooling rate of 5 ° C./min is shown.
【0017】結晶化スラグのブレーン比表面積は特に限
定されるものではないが、3,000cm2/g以上が好ましく、
4,000cm2/g〜8,000cm2/gがより好ましく、5,000cm2/g〜
8,000cm2/gが最も好ましい。ブレーン比表面積が3,000c
m2/g未満では、材料分離抵抗性が得られなかったり、中
性化の抑制効果が充分でない場合がある。また、8,000c
m2/gを超えるように粉砕するには、粉砕動力が大きくな
り不経済であり、また、結晶化スラグが風化しやすくな
って、品質の経時的な劣化が大きくなる傾向がある。The Blaine specific surface area of the crystallized slag is not particularly limited, but preferably 3,000 cm 2 / g or more,
4,000cm more preferably 2 / g~8,000cm 2 / g, 5,000cm 2 / g~
Most preferred is 8,000 cm 2 / g. Blaine specific surface area is 3,000c
If it is less than m 2 / g, material separation resistance may not be obtained, or the effect of suppressing neutralization may not be sufficient. Also, 8,000c
When pulverizing to exceed m 2 / g, the pulverizing power is large and it is uneconomical, and the crystallized slag tends to be weathered, and the deterioration of quality over time tends to be large.
【0018】結晶化スラグの配合割合は水硬性物質と結
晶化スラグの合計100部中、50〜90部が好ましく、60〜8
0部がより好ましい。50部未満では、炭酸化後の強度が
十分でない場合があり、90部を超えると、炭酸化養生前
の硬化体強度が十分でなく、脱型時に硬化体が破損する
恐れがある。The blending ratio of the crystallized slag is preferably 50 to 90 parts, and preferably 60 to 8 out of 100 parts in total of the hydraulic material and the crystallized slag.
0 part is more preferable. If it is less than 50 parts, the strength after carbonation may not be sufficient, and if it exceeds 90 parts, the strength of the cured body before carbonation and curing may be insufficient and the cured body may be damaged during demolding.
【0019】本発明で使用する水硬性物質としては、普
通、早強、超早強、低熱、及び中庸熱等の各種ポルトラ
ンドセメント、これらポルトランドセメントに、高炉水
砕スラグ、フライアッシュ、又はシリカを混合した各種
混合セメント、また、石灰石粉末等を混合したフィラー
セメント等が挙げられ、これらのうちの一種又は二種以
上が使用可能である。As the hydraulic material used in the present invention, various portland cements such as normal, early-strength, super-early-strength, low heat, and moderate heat, and granulated blast furnace slag, fly ash, or silica are added to these portland cements. Examples thereof include various mixed cements mixed, and filler cements mixed with limestone powder and the like, and one or more of these can be used.
【0020】本発明のセメント組成物中の水硬性物質の
使用量は、特に限定されるものではないが、通常、水硬
性物質と結晶化スラグの合計100部中、水硬性物質10〜5
0部が好ましく、20〜40部がより好ましい。10部未満で
は、炭酸化養生前の硬化体強度が十分でなく、脱型時に
硬化体が破損する恐れがあり、逆に水硬性物質が50部を
超えると、炭酸化後の強度が十分でない場合がある。The amount of the hydraulic material used in the cement composition of the present invention is not particularly limited, but usually, the hydraulic material is 10 to 5 in 100 parts in total of the hydraulic material and the crystallized slag.
0 part is preferable, and 20-40 parts is more preferable. If it is less than 10 parts, the strength of the cured product before carbonation is insufficient and the cured product may be damaged during demolding. Conversely, if the hydraulic substance exceeds 50 parts, the strength after carbonation is insufficient. There are cases.
【0021】本発明のセメント組成物の粒度は、使用す
る目的・用途に依存するため特に限定されるものではな
いが、通常、ブレーン比表面積値で3,000〜8,000cm2/g
が好ましく、4,000〜6,000cm2/gがより好ましい。3,000
cm2/g未満では強度発現性が十分に得られない場合があ
り、8,000cm2/gを超えると作業性が悪くなる場合があ
る。The particle size of the cement composition of the present invention is not particularly limited because it depends on the purpose and application of use, but it is usually 3,000 to 8,000 cm 2 / g in terms of Blaine specific surface area.
Is preferable, and 4,000 to 6,000 cm 2 / g is more preferable. 3,000
If it is less than cm 2 / g, sufficient strength development may not be obtained, and if it exceeds 8,000 cm 2 / g, workability may deteriorate.
【0022】水の使用量は特に限定されるものではない
が、通常、セメント組成物100部に対して20部〜50部が
好ましく、30部〜40部がより好ましい。20部未満では流
動性が不足して混練物の流し込み成型が困難となる場合
があり、50部を超えると得られる成型体の強度が十分で
ない場合がある。Although the amount of water used is not particularly limited, it is usually preferably 20 to 50 parts, and more preferably 30 to 40 parts, relative to 100 parts of the cement composition. If it is less than 20 parts, the flowability may be insufficient and it may be difficult to cast the kneaded product, and if it exceeds 50 parts, the strength of the obtained molded product may not be sufficient.
【0023】本発明では、水硬性物質、結晶化スラグの
ほかに、砂や砂利などの骨材、及び減水剤、AE減水剤、
高性能減水剤、高性能AE減水剤、消泡剤、発泡剤、増粘
剤、防錆剤、防凍剤、収縮低減剤、高分子エマルジョ
ン、凝結調整剤、ベントナイト等の粘土鉱物、並びに、
ハイドロタルサイト等のアニオン交換体等のうちの一種
又は二種以上を、本発明の目的を実質的に阻害しない範
囲で使用することが可能である。In the present invention, in addition to hydraulic materials and crystallized slag, aggregates such as sand and gravel, water reducing agents, AE water reducing agents,
High-performance water reducing agent, high-performance AE water reducing agent, defoaming agent, foaming agent, thickening agent, rust preventive agent, antifreezing agent, shrinkage reducing agent, polymer emulsion, setting regulator, clay mineral such as bentonite, and
It is possible to use one kind or two or more kinds of anion exchangers such as hydrotalcite and the like within a range not substantially impairing the object of the present invention.
【0024】本発明において、各材料の混合方法は特に
限定されるものではなく、それぞれの材料を施工時に混
合しても良いし、あらかじめ一部を、あるいは全部を混
合しておいても差し支えない。In the present invention, the method of mixing the respective materials is not particularly limited, and the respective materials may be mixed at the time of construction, or some or all of them may be mixed in advance. .
【0025】本発明における炭酸化養生とは、本セメン
ト組成物及び水を混合して作製した硬化体を、炭酸ガス
を含むガス雰囲気下にて炭酸化処理を行うことをいう。
なお、ガス雰囲気とは、炭酸ガスを含有していれば特に
制約はなく、窒素、酸素、水素、アルゴン、及び水蒸気
等のガスを含有していればよい。The carbonation curing in the present invention means that the hardened body prepared by mixing the present cement composition and water is subjected to carbonation treatment in a gas atmosphere containing carbon dioxide gas.
Note that the gas atmosphere is not particularly limited as long as it contains carbon dioxide gas, and may contain gases such as nitrogen, oxygen, hydrogen, argon, and water vapor.
【0026】本発明における炭酸化硬化体とは、本セメ
ント組成物を水和して硬化させて硬化体とし、更に炭酸
化養生したものをいう。The carbonation-cured product in the present invention means a product obtained by hydrating and hardening the present cement composition to obtain a cured product, which is further cured by carbonation.
【0027】混合装置としては、既存のいかなる装置も
使用可能であり、例えば、傾胴ミキサ、オムニミキサ、
ヘンシェルミキサ、V型ミキサ、及びナウタミキサ等の
使用が可能である。As the mixing device, any existing device can be used, for example, a tilt cylinder mixer, an omni mixer,
A Henschel mixer, a V-type mixer, a Nauta mixer or the like can be used.
【0028】[0028]
【実施例】以下、本発明の実験例に基づいてさらに説明
する。EXAMPLES The present invention will be further described below based on experimental examples of the present invention.
【0029】実験例1
セメント25部と、表1に示す各種スラグ粉末又は石灰石
粉末75部を混合してセメント組成物を調製した。このセ
メント組成物100部に対し、水30部を加えて混練してペ
ーストを調製した。このペーストを型枠に流し込み、24
時間後に脱型し、以後材齢7日までの6日間、20℃の水中
養生を行った(これを前養生という)。その後、30℃、
相対湿度60%、炭酸ガス濃度5%環境において促進炭酸
化した。供試体を輪切りにし、断面にフェノールフタレ
インアルコール溶液を塗布して中性化深さを確認し、完
全に中性化された供試体を炭酸化養生後の供試体とし、
炭酸化養生後の供試体のクラック等を観察するととも
に、クラックの発生していない供試体の圧縮強度を測定
した。Experimental Example 1 Cement compositions were prepared by mixing 25 parts of cement with 75 parts of various slag powders or limestone powders shown in Table 1. To 100 parts of this cement composition, 30 parts of water was added and kneaded to prepare a paste. Pour this paste into the formwork, 24
It was removed from the mold after a lapse of time, and thereafter, it was cured in water at 20 ° C for 6 days until the age of 7 days (this is called pre-curing). After that, 30 ℃,
Accelerated carbonation was carried out in an environment with relative humidity of 60% and carbon dioxide concentration of 5%. Cut the specimen into slices, apply a phenolphthalein alcohol solution to the cross section to confirm the neutralization depth, and make the completely neutralized specimen a specimen after carbonation curing,
The cracks and the like of the specimen after carbonation curing were observed, and the compressive strength of the specimen without cracks was measured.
【0030】なお、比較のために、前養生が終了した後
も引き続き水中養生を継続した場合(以下標準養生とい
う)についても同様の実験を行った。結果を表1に併記
する。For comparison, the same experiment was carried out in the case where the underwater curing was continued after the completion of the precuring (hereinafter referred to as standard curing). The results are also shown in Table 1.
【0031】<使用材料>
水硬性物質イ:早強ポルトランドセメント、電気化学工
業社製
スラグA(結晶化スラグ):高炉水砕スラグを1000℃で
加熱処理して結晶化させたもの、ガラス化率5%、ブレ
ーン比表面積4,000cm2/g、
スラグB:高炉徐冷スラグ、ガラス化率5%、ブレーン比
表面積4,000cm2/g、
スラグC:高炉水砕スラグ、ガラス化率95%、ブレーン
比表面積4,000cm2/g、
石灰石粉末:主成分炭酸カルシウム。ブレーン比表面積
4,000cm2/g。
水 :水道水<Materials used> Hydraulic substance a: Early strength Portland cement, Slag A (Crystalline slag) manufactured by Denki Kagaku Kogyo Co., Ltd .: Granulated blast furnace slag heat-treated at 1000 ° C. for crystallization, vitrification 5%, Blaine specific surface area 4,000 cm 2 / g, Slag B: Blast furnace slowly cooled slag, vitrification rate 5%, Blaine specific surface area 4,000 cm 2 / g, Slag C: Granulated blast furnace slag, vitrification rate 95%, Blaine specific surface area 4,000 cm 2 / g, limestone powder: main component calcium carbonate. Blaine specific surface area
4,000 cm 2 / g. Water: Tap water
【0032】<測定方法> 圧縮強度 :2×2×8cm供試体を作製して測定。<Measurement method> Compressive strength: 2 × 2 × 8 cm Measured by making a specimen.
【0033】[0033]
【表1】
・供試体の○はクラックなし、×はクラックが多く発
生。[Table 1] ・ ○ indicates that there are no cracks, and × indicates that there are many cracks.
【0034】実験例2
セメント組成物中のスラグA(結晶化スラグ)の配合割
合を表2に示すように変化したこと以外は実験例1と同
様に行った。結果を表2に併記する。Experimental Example 2 The procedure of Experimental Example 1 was repeated, except that the compounding ratio of slag A (crystallized slag) in the cement composition was changed as shown in Table 2. The results are also shown in Table 2.
【0035】[0035]
【表2】
・供試体の状態欄の○はクラックなし、×はクラックが
多く発生、−は硬化しないために供試体を作成できず。[Table 2] ・ ○ in the column of the state of the test piece indicates that there is no crack, x indicates that many cracks occur, and − indicates that the test piece cannot be created because it does not cure.
【0036】実験例3
本セメント組成物において、スラグA(結晶化スラグ)
の配合割合を75部、水硬性物質イ25部として、スラグA
のブレーン比表面積を表3に示すように変化したこと以
外は実験例1と同様に行った。結果を表3に併記する。Experimental Example 3 In this cement composition, slag A (crystallized slag) was used.
Slag A with 75 parts and 25 parts hydraulic material a
Was carried out in the same manner as in Experimental Example 1 except that the Blaine specific surface area was changed as shown in Table 3. The results are also shown in Table 3.
【0037】[0037]
【表3】 ・供試体の状態欄の○はクラックなし[Table 3] ・ ○ in the column of the condition of the specimen is no crack
【0038】実験例4
ブレーン比表面積4,000cm2/gのスラグA(結晶化スラ
グ)を使用し、セメント組成物中のスラグAの配合割合
を75部、水硬性物質25部で合計100部とし、水の添加量
を表4に示すように変化したこと以外は実験例1と同様
に行った。結果を表4に併記する。Experimental Example 4 Slag A (crystallized slag) having a Blaine specific surface area of 4,000 cm 2 / g was used, and the mixing ratio of slag A in the cement composition was 75 parts, and 25 parts of the hydraulic material was 100 parts in total. In the same manner as in Experimental Example 1, except that the addition amount of water was changed as shown in Table 4. The results are also shown in Table 4.
【0039】[0039]
【表4】 ・供試体の状態欄の○はクラックなし[Table 4] ・ ○ in the column of the condition of the specimen is no crack
【0040】実験例5
スラグA及びスラグCを混合してガラス化率を表5に示
すガラス化率になるように調製した混合スラグを作製し
た。上記混合スラグの配合割合を75部、水硬性物質イ25
部のセメント組成物を混合し、実験例1と同様の評価を
行った。結果を表5に併記する。Experimental Example 5 A mixed slag was prepared by mixing slag A and slag C so that the vitrification rate was as shown in Table 5. The mixing ratio of the above mixed slag is 75 parts, and the hydraulic material is 25
Part of the cement composition was mixed, and the same evaluation as in Experimental Example 1 was performed. The results are also shown in Table 5.
【0041】[0041]
【表5】 ・供試体の状態欄の○はクラックなし[Table 5] ・ ○ in the column of the condition of the specimen is no crack
【0042】[0042]
【発明の効果】本発明のセメント組成物を使用すること
により、流し込み成型が可能であり、炭酸化養生におい
て優れた強度発現性を示し、クラックの発生もない硬化
体が得られる。また、産業副産物である高炉スラグの高
機能化を実現でき、環境負荷の大きいセメントの使用量
を低減しても高強度の硬化体が得られる。EFFECTS OF THE INVENTION By using the cement composition of the present invention, it is possible to obtain a cured product which can be cast by casting, exhibits excellent strength development in carbonation curing and does not cause cracks. Further, the blast furnace slag, which is an industrial by-product, can be made highly functional, and a high-strength cured product can be obtained even if the amount of cement, which has a large environmental load, is reduced.
───────────────────────────────────────────────────── 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 111:00 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) C04B 111: 00
Claims (3)
せた結晶化スラグ、及び水硬性物質からなる炭酸化硬化
体用セメント組成物。1. A cement composition for a carbonation-cured product, which comprises crystallized slag obtained by heat-treating granulated blast furnace slag to crystallize it, and a hydraulic substance.
0cm2/g以上であることを特徴とする請求項1記載の炭酸
化硬化体用セメント組成物。2. The crystallized slag has a Blaine specific surface area of 3,000.
The cement composition for a carbonation-cured product according to claim 1, wherein the cement composition is 0 cm 2 / g or more.
中、結晶化スラグの含有量が90部〜50部であることを特
徴とする請求項1又は請求項2記載の炭酸化硬化体用セ
メント組成物。3. The carbonated cured product according to claim 1, wherein the content of the crystallized slag is 90 to 50 parts in 100 parts in total of the hydraulic material and the crystallized slag. Cement composition.
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ID=19181307
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|---|---|---|---|
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Cited By (5)
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|---|---|---|---|---|
| JP2016153357A (en) * | 2014-08-07 | 2016-08-25 | 太平洋セメント株式会社 | Cement curing body and manufacturing method therefor |
| JP2016160125A (en) * | 2015-02-27 | 2016-09-05 | 太平洋セメント株式会社 | Cementitious hardened body and method for producing the same |
| CN106587676A (en) * | 2016-12-12 | 2017-04-26 | 攀枝花环业冶金渣开发有限责任公司 | Method for preparing cement clinker ingredients from high Ti-bearing blast furnace slag |
| JP2023163710A (en) * | 2022-04-28 | 2023-11-10 | 鹿島建設株式会社 | Method for producing hydraulic cured body and cement composition for carbonation curing |
| WO2025164672A1 (en) * | 2024-02-02 | 2025-08-07 | 旭化成ホームズ株式会社 | Aerated composite material |
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| CN106587676A (en) * | 2016-12-12 | 2017-04-26 | 攀枝花环业冶金渣开发有限责任公司 | Method for preparing cement clinker ingredients from high Ti-bearing blast furnace slag |
| JP2023163710A (en) * | 2022-04-28 | 2023-11-10 | 鹿島建設株式会社 | Method for producing hydraulic cured body and cement composition for carbonation curing |
| JP7715677B2 (en) | 2022-04-28 | 2025-07-30 | 鹿島建設株式会社 | Method for producing hydraulically hardened cement and cement composition for carbonation curing |
| WO2025164672A1 (en) * | 2024-02-02 | 2025-08-07 | 旭化成ホームズ株式会社 | Aerated composite material |
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|---|---|
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