JP2904530B2 - Hydraulic composition - Google Patents
Hydraulic compositionInfo
- Publication number
- JP2904530B2 JP2904530B2 JP2516790A JP2516790A JP2904530B2 JP 2904530 B2 JP2904530 B2 JP 2904530B2 JP 2516790 A JP2516790 A JP 2516790A JP 2516790 A JP2516790 A JP 2516790A JP 2904530 B2 JP2904530 B2 JP 2904530B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- weight
- parts
- hydraulic composition
- present
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000000203 mixture Substances 0.000 title claims description 23
- 239000004568 cement Substances 0.000 claims description 31
- 239000000126 substance Substances 0.000 claims description 10
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims description 7
- 229910052791 calcium Inorganic materials 0.000 claims description 7
- 239000011575 calcium Substances 0.000 claims description 7
- 229910052920 inorganic sulfate Inorganic materials 0.000 claims description 7
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical class O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 16
- 239000000463 material Substances 0.000 description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 239000004115 Sodium Silicate Substances 0.000 description 7
- 238000005299 abrasion Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 7
- 229910052911 sodium silicate Inorganic materials 0.000 description 7
- 239000003795 chemical substances by application Substances 0.000 description 6
- 239000003153 chemical reaction reagent Substances 0.000 description 5
- 238000002156 mixing Methods 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 4
- 238000002474 experimental method Methods 0.000 description 4
- 238000010304 firing Methods 0.000 description 4
- 239000000047 product Substances 0.000 description 4
- 239000002994 raw material Substances 0.000 description 4
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 3
- 229910004261 CaF 2 Inorganic materials 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 3
- 239000003638 chemical reducing agent 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
- 239000004576 sand Substances 0.000 description 3
- 239000000377 silicon dioxide Substances 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 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
- KRHYYFGTRYWZRS-UHFFFAOYSA-M Fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 description 2
- 229910004298 SiO 2 Inorganic materials 0.000 description 2
- 239000003513 alkali Substances 0.000 description 2
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 2
- 238000001816 cooling Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000004088 foaming agent Substances 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011022 opal Substances 0.000 description 2
- 150000007524 organic acids Chemical class 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- BASFCYQUMIYNBI-UHFFFAOYSA-N platinum Chemical compound [Pt] BASFCYQUMIYNBI-UHFFFAOYSA-N 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 229910021487 silica fume Inorganic materials 0.000 description 2
- 239000000741 silica gel Substances 0.000 description 2
- 229910002027 silica gel Inorganic materials 0.000 description 2
- 235000019795 sodium metasilicate Nutrition 0.000 description 2
- KDYFGRWQOYBRFD-UHFFFAOYSA-N succinic acid Chemical compound OC(=O)CCC(O)=O KDYFGRWQOYBRFD-UHFFFAOYSA-N 0.000 description 2
- AEQDJSLRWYMAQI-UHFFFAOYSA-N 2,3,9,10-tetramethoxy-6,8,13,13a-tetrahydro-5H-isoquinolino[2,1-b]isoquinoline Chemical compound C1CN2CC(C(=C(OC)C=C3)OC)=C3CC2C2=C1C=C(OC)C(OC)=C2 AEQDJSLRWYMAQI-UHFFFAOYSA-N 0.000 description 1
- 229910002012 Aerosil® Inorganic materials 0.000 description 1
- 241000554155 Andes Species 0.000 description 1
- BTBUEUYNUDRHOZ-UHFFFAOYSA-N Borate Chemical compound [O-]B([O-])[O-] BTBUEUYNUDRHOZ-UHFFFAOYSA-N 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 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
- 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
- 229910000519 Ferrosilicon Inorganic materials 0.000 description 1
- 239000005909 Kieselgur Substances 0.000 description 1
- OFOBLEOULBTSOW-UHFFFAOYSA-N Propanedioic acid Natural products OC(=O)CC(O)=O OFOBLEOULBTSOW-UHFFFAOYSA-N 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 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
- 229910010413 TiO 2 Inorganic materials 0.000 description 1
- 150000001298 alcohols Chemical class 0.000 description 1
- 229910052783 alkali metal Inorganic materials 0.000 description 1
- 150000001340 alkali metals Chemical class 0.000 description 1
- 229910052784 alkaline earth metal Inorganic materials 0.000 description 1
- 150000001342 alkaline earth metals Chemical class 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 229940095564 anhydrous calcium sulfate Drugs 0.000 description 1
- KGBXLFKZBHKPEV-UHFFFAOYSA-N boric acid Chemical compound OB(O)O KGBXLFKZBHKPEV-UHFFFAOYSA-N 0.000 description 1
- 239000004327 boric acid Substances 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 238000001354 calcination Methods 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- WUKWITHWXAAZEY-UHFFFAOYSA-L calcium difluoride Chemical compound [F-].[F-].[Ca+2] WUKWITHWXAAZEY-UHFFFAOYSA-L 0.000 description 1
- 229910001634 calcium fluoride Inorganic materials 0.000 description 1
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 1
- PASHVRUKOFIRIK-UHFFFAOYSA-L calcium sulfate dihydrate Chemical compound O.O.[Ca+2].[O-]S([O-])(=O)=O PASHVRUKOFIRIK-UHFFFAOYSA-L 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 235000015165 citric acid Nutrition 0.000 description 1
- 239000008119 colloidal silica Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 229910002026 crystalline silica Inorganic materials 0.000 description 1
- 229940057307 dihydrate calcium sulfate Drugs 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000000174 gluconic acid Substances 0.000 description 1
- 235000012208 gluconic acid Nutrition 0.000 description 1
- 229940057306 hemihydrate calcium sulfate Drugs 0.000 description 1
- PMYUVOOOQDGQNW-UHFFFAOYSA-N hexasodium;trioxido(trioxidosilyloxy)silane Chemical compound [Na+].[Na+].[Na+].[Na+].[Na+].[Na+].[O-][Si]([O-])([O-])O[Si]([O-])([O-])[O-] PMYUVOOOQDGQNW-UHFFFAOYSA-N 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- VZCYOOQTPOCHFL-UPHRSURJSA-N maleic acid Chemical compound OC(=O)\C=C/C(O)=O VZCYOOQTPOCHFL-UPHRSURJSA-N 0.000 description 1
- 239000011976 maleic acid Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 229920000609 methyl cellulose Polymers 0.000 description 1
- 239000001923 methylcellulose Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 235000005985 organic acids Nutrition 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 235000011007 phosphoric acid Nutrition 0.000 description 1
- 150000003016 phosphoric acids Chemical class 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229910052697 platinum Inorganic materials 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000011044 quartzite Substances 0.000 description 1
- -1 silicofluoride Substances 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000010583 slow cooling Methods 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 239000000176 sodium gluconate Substances 0.000 description 1
- 235000012207 sodium gluconate Nutrition 0.000 description 1
- 229940005574 sodium gluconate Drugs 0.000 description 1
- 235000019982 sodium hexametaphosphate Nutrition 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000001384 succinic acid Substances 0.000 description 1
- 239000008030 superplasticizer Substances 0.000 description 1
- 235000002906 tartaric acid Nutrition 0.000 description 1
- 239000011975 tartaric acid Substances 0.000 description 1
- POWFTOSLLWLEBN-UHFFFAOYSA-N tetrasodium;silicate Chemical compound [Na+].[Na+].[Na+].[Na+].[O-][Si]([O-])([O-])[O-] POWFTOSLLWLEBN-UHFFFAOYSA-N 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- VZCYOOQTPOCHFL-UHFFFAOYSA-N trans-butenedioic acid Natural products OC(=O)C=CC(O)=O VZCYOOQTPOCHFL-UHFFFAOYSA-N 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、主として土木・建築分野において使用され
る水硬性組成物、セメント混和材及びセメント組成物に
関する。The present invention relates to a hydraulic composition, a cement admixture, and a cement composition mainly used in the field of civil engineering and construction.
〔従来の技術と課題〕 現在セメントは土木・建築分野において広範な用途に
使用されており、セメント・コンクリート技術へのニー
ズはますます多様化する傾向にある。それに伴ない、種
々の性能がセメント・コンクリートに要求されるように
なり、例えば、緊急工事や止水工事等に要求される急硬
性、道路や工場の床等の素材に要求される耐摩耗性など
もその一つとして挙げられる。[Conventional Technology and Issues] Currently, cement is used for a wide range of applications in the civil engineering and construction fields, and the needs for cement / concrete technology tend to be diversified. Along with this, various performances are required for cement and concrete, for example, rapid hardening required for emergency construction and water stoppage work, and abrasion resistance required for materials such as roads and factory floors. Is one of them.
従来より、セメントの性能をカバーする材料として種
々の混和材や混和剤が使用されてきた。しかしながら、
例えば、AE機能と減水機能を併せもったAE減水剤以外
は、そのほとんどが単一機能又単一性能の改良を目的と
したものであった。Conventionally, various admixtures and admixtures have been used as materials covering the performance of cement. However,
For example, except for the AE water reducing agent having both the AE function and the water reducing function, most of them were aimed at improving single function or single performance.
また、急硬材や耐磨耗材についても同様であり、一つ
の混和材で両者の性能を同時に改良することはできなか
った。The same is true for hardened materials and wear-resistant materials, and it was not possible to improve the performance of both materials simultaneously with one admixture.
本発明者らは、このような現状に鑑み、種々検討した
結果、特定の組成物がコンクリートの急硬性と耐摩耗性
の両性能を向上させる知見を得て本発明を完成するに至
った。In view of such a current situation, the present inventors have made various studies, and as a result, obtained a finding that a specific composition improves both rapid hardening property and wear resistance of concrete, and have completed the present invention.
即ち、本発明は、xCaO・yAl2O3・zCaF2(ただし、x/y
/z=1/0.65〜1.5/0.01〜0.32)で示されるカルシウムフ
ロロアルミネートと反応性シリカ質物質を主成分とする
水硬性組成物であり、該水硬性組成物と無機硫酸塩を主
成分とするセメント混和材であり、さらには、該セメン
ト混和材とセメントを主成分とするセメント組成物であ
る。That is, the present invention provides xCaO.yAl 2 O 3 .zCaF 2 (where x / y
/z=1/0.65 to 1.5 / 0.01 to 0.32) is a hydraulic composition containing calcium fluoroaluminate and a reactive siliceous substance as main components, and the hydraulic composition and inorganic sulfate as main components. And a cement composition containing the cement admixture and cement as main components.
以下に本発明を詳しく説明する。 Hereinafter, the present invention will be described in detail.
本発明における、xCaO・yAl2O3・zCaF2(ただし、x/y
/z=1/0.65〜1.5/0.01〜0.32)で示されるカルシウムフ
ロロアルミネートは、石灰質、アルミナ質及びフッ化物
を各々主成分とする各種原料を、焼成後の生成物中のCa
O、Al2O3及びCaF2のモル比が、CaOを1とするとAl2O3が
0.65〜1.5、CaF2が0.01〜0.32になるように配合し、1,0
00℃以上で焼成することにより得られる。実用的には、
さらに粉砕、分級して、適当な粒度、例えば、ブレーン
値で1,000〜8,000cm2/gにすることが好ましい。In the present invention, xCaO.yAl 2 O 3 .zCaF 2 (where x / y
/ z = 1 / 0.65 to 1.5 / 0.01 to 0.32) is a calcium fluoroaluminate obtained by calcining various raw materials mainly composed of calcareous, alumina and fluoride,
When the molar ratio of O, Al 2 O 3 and CaF 2 is 1, where CaO is 1, Al 2 O 3
0.65 to 1.5, CaF 2 is blended to be 0.01 to 0.32, 1,0
It is obtained by firing at 00 ° C. or higher. In practice,
Further, it is preferable to pulverize and classify to an appropriate particle size, for example, a Blaine value of 1,000 to 8,000 cm 2 / g.
CaO、Al2O3及びCaF2の比率は前記の範囲であることが
必要であり、前記範囲からはずれると本発明の目的の一
つである耐摩耗性が不十分となる。The ratio of CaO, Al 2 O 3 and CaF 2 needs to be in the above-mentioned range, and if it is out of the above-mentioned range, one of the objects of the present invention is insufficient wear resistance.
焼成方法に関しては、得に限定されるものではない
が、例えば、電気炉もしくはロータリーキルンなどを移
用することが挙げられ、焼成時間も、特に限定されるも
のではない。The firing method is not particularly limited, but for example, an electric furnace or a rotary kiln may be used, and the firing time is not particularly limited.
焼成物の冷却方法についても、特に限定されるもので
はなく、例えば、水や高圧空気などによる急冷法や、放
置による徐冷法などいずれの方法を用いることも可能で
ある。The method for cooling the fired product is not particularly limited, either. For example, any method such as a rapid cooling method using water or high-pressure air or a slow cooling method using standing can be used.
また、生成物は結晶質あるいは非晶質を問わず使用す
ることが可能であり、他の成分あるいは不純物の存在も
特に限定されるものではない。特に工業プロセスを考え
た場合、他の成分として工業原料よりSiO2、Fe2O3、TiO
2、MgO及びSO3等の混入が予想されるが、通常これらの
混入量は20重量%未満であり、本発明の水硬性組成物、
セメント混和材及びセメント組成物の物性を損なうもの
ではない。The product can be used irrespective of whether it is crystalline or amorphous, and the presence of other components or impurities is not particularly limited. Especially when considering an industrial process, SiO 2 , Fe 2 O 3 , TiO
2 , MgO and SO 3 are expected to be mixed, but the mixing amount of these is usually less than 20% by weight, and the hydraulic composition of the present invention,
It does not impair the physical properties of the cement admixture and the cement composition.
本発明で使用する反応性シリカ質物質としては、活性
シリカ、オパール質硅石、シリカヒューム、コロイダル
シリカ、ケイソウ土、アエロジル、シリカゲル及びガラ
ス質の1,2,3,4号珪酸ナトリウム、結晶質のメタ珪酸ナ
トリウム、オルソ珪酸ナトリウム及びピロ珪酸ナトリウ
ム等の珪酸ナトリウム系物質があり、これらのうちの一
種又は二種以上を使用することが可能である。そのう
ち、珪酸ナトリウム系物質は、その組成が、モル比Na2O
/SiO2=0.1〜5.0が好ましく、0.2〜1.1の範囲のものが
より好ましく、粉末状あるいは溶液状で使用可能であ
る。As the reactive siliceous substance used in the present invention, activated silica, opal silica, silica fume, colloidal silica, diatomaceous earth, aerosil, silica gel and glassy sodium 1,2,3,4 sodium silicate, crystalline silica There are sodium silicate-based substances such as sodium metasilicate, sodium orthosilicate, and sodium pyrosilicate, and one or more of these can be used. Among them, the composition of sodium silicate-based material is molar ratio Na 2 O
/ SiO 2 = 0.1 to 5.0 is preferred, and those in the range of 0.2 to 1.1 are more preferred, and they can be used in powder or solution form.
反応性シリカ質物質の使用量は、カルシウムフロロア
ルミネート100重量部に対して、5〜300重量部、好まし
くは10〜200重量部である。これ以外の使用量では耐磨
耗性の面で好ましい効果が得られにくい。The amount of the reactive siliceous substance to be used is 5 to 300 parts by weight, preferably 10 to 200 parts by weight, based on 100 parts by weight of calcium fluoroaluminate. If the amount is other than this, it is difficult to obtain a favorable effect in terms of abrasion resistance.
反応性シリカ質物質の粒度は、特に限定されるもので
はないが、通常5μ以下のものが好ましい。The particle size of the reactive siliceous substance is not particularly limited, but usually 5 μm or less is preferable.
本発明で使用する無機硫酸塩とは、アルカリ金属又は
アルカリ土類金属の硫酸塩をいい、例えば、無水、半水
並びに二水の硫酸カルシウムが好ましいものとして挙げ
られ、その中でも、II型無水セッコウのような難溶性又
は不溶性のものが特に好ましいものとして挙げられる。The inorganic sulfate used in the present invention refers to a sulfate of an alkali metal or an alkaline earth metal, and examples thereof include anhydrous, hemihydrate and dihydrate calcium sulfate, and among them, type II anhydrous gypsum The hardly soluble or insoluble ones such as described above are particularly preferred.
無機硫酸塩の使用量は、水硬性組成物100重量部に対
して、50〜500重量部、好ましくは100〜300重量部であ
る。50重量部未満では、急硬性の発現が不充分であり、
500重量部を越えると耐磨耗性が不充分となる傾向があ
る。The amount of the inorganic sulfate to be used is 50 to 500 parts by weight, preferably 100 to 300 parts by weight, based on 100 parts by weight of the hydraulic composition. If less than 50 parts by weight, rapid hardening is insufficiently expressed,
If it exceeds 500 parts by weight, the abrasion resistance tends to be insufficient.
本発明で使用するセメントは、普通・早強・超早強等
の各種ポルトランドセメントや、ポルトラドセメントに
高炉スラグ、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、あるいは、ポルトランドセメントに膨張
材を添加した膨張セメントや、さらには、アルミナセメ
ントなどの特殊セメントである。The cement used in the present invention may be various kinds of Portland cement such as ordinary / early high strength / very early strength, various kinds of cement mixed with Portrad cement and blast furnace slag, fly ash or silica, or an expanding material added to Portland cement. Expanded cement or even special cement such as alumina cement.
セメントの使用量はセメント混和材100重量部に対し
て200〜5,000重量部が好ましく、200重量部未満では経
済的に好ましくなく、5,000重量部を越えると急硬性能
の発現が不十分となる。The amount of cement used is preferably 200 to 5,000 parts by weight based on 100 parts by weight of the cement admixture. If it is less than 200 parts by weight, it is not economically preferable. If it exceeds 5,000 parts, rapid hardening performance is insufficient.
本発明においては、さらに、凝結調節剤や、けい砂、
天然砂及び砂利等の骨材、ガラス繊維、カーボン繊維及
び鋼繊維等の繊維、高分子ポリマーエマルジョンやゴム
ラテックス、着色剤や顔料、AE剤、減水剤、AE減水剤、
流動化剤、防錆剤、メチルセルロースなどの水中不分離
性混和剤、増粘剤、保水剤、塩化カルシウムやけい酸ソ
ーダなどの防水剤、発泡剤、起泡剤及び防凍剤等のうち
の一種又は二種以上を、本発明の目的を実質的に阻害し
ない限り併用することが可能である。In the present invention, further, a setting regulator, silica sand,
Aggregates such as natural sand and gravel, fibers such as glass fiber, carbon fiber and steel fiber, polymer polymer emulsion and rubber latex, coloring agent and pigment, AE agent, water reducing agent, AE water reducing agent,
Superplasticizer, rust inhibitor, non-separable admixture in water such as methylcellulose, thickener, water retention agent, waterproofing agent such as calcium chloride and sodium silicate, foaming agent, foaming agent, antifreezing agent, etc. Alternatively, two or more kinds can be used in combination as long as the object of the present invention is not substantially inhibited.
凝結調節剤の具体例としては、クエン酸、酒石酸、グ
ルコン酸、コハク酸及びマレイン酸等の有機酸又はそれ
らの塩類、炭酸アルカリ、リン酸類又はそれらの塩類、
ホウ酸、ホウ酸アルカリ、ケイフッ化物、でん粉、糖、
アルコール類やそれらの混和物が挙げられ、このうちの
一種又は二種以上が使用可能であり、中でも有機酸の使
用が好ましい。Specific examples of the setting regulator include citric acid, tartaric acid, gluconic acid, organic acids such as succinic acid and maleic acid or salts thereof, alkali carbonate, phosphoric acids or salts thereof,
Boric acid, alkali borate, silicofluoride, starch, sugar,
Examples thereof include alcohols and mixtures thereof, and one or more of them can be used, and among them, use of an organic acid is preferable.
凝結調節剤の使用量は、水硬性組成物100重量部に対
し、0.1〜30重量部程度添加することにより、数十分か
ら数時間の適度な可使時間(作業時間)を得ることがで
きる。The amount of the setting regulator used is about 0.1 to 30 parts by weight with respect to 100 parts by weight of the hydraulic composition, so that an appropriate pot life (working time) of tens of minutes to several hours can be obtained. .
水硬性組成物、セメント混和材及びセメント組成物の
混合には、既存のどのような撹拌装置も使用可能であ
る。例えば、傾胴ミキサー、オムニミキサー(千代田技
研工業社製)、V型ミキサー、ヘンシェルミキサー、ナ
ウターミキサーが使用可能である。また混合は、各々の
材料を施工時に混合してもよいし、予め一部もしくは全
部を混合しいておいてもさしつかえない。For mixing the hydraulic composition, the cement admixture and the cement composition, any existing stirring device can be used. For example, a tilting mixer, an omni mixer (Chiyoda Giken Kogyo), a V-type mixer, a Henschel mixer, and a Nauta mixer can be used. The mixing may be performed by mixing the respective materials at the time of construction, or may be performed by partially or entirely mixing the materials in advance.
本発明のセメント組成物を使用した施工に関しては、
従来のモルタルあるいはコンクリートの施工に準ずれば
よく、特別な装置、工法等は特に必要としない。Regarding the construction using the cement composition of the present invention,
It is only necessary to follow the conventional mortar or concrete construction, and no special equipment, construction method, etc. are required.
以下、本発明を実施例によって、さらに詳しく説明す
る。Hereinafter, the present invention will be described in more detail with reference to Examples.
実施例1 石灰質原料として市販炭酸カルシウム、アルミナ質原
料として市販アルミナ及びフッ化物原料として和光純薬
製試薬特級のフッ化カルシウムを混合し、白金ルツボ中
で、電気炉を使用し、1,700℃、2時間の条件で焼成
後、水中に投下して急冷した。次に得られた生成物を88
μ以下に粉砕し、各種のカルシウムフロロアルミネート
を製造し、試験に供した。生成物の分析結果を第1表に
示す。Example 1 A commercially available calcium carbonate as a calcareous raw material, a commercially available alumina as an alumina raw material, and a reagent grade calcium fluoride manufactured by Wako Pure Chemical as a raw material for fluoride were mixed at 1,700 ° C. in a platinum crucible using an electric furnace. After firing under the condition of time, it was dropped into water and rapidly cooled. The resulting product is then
It was pulverized to below μ to produce various calcium fluoroaluminates, which were subjected to the test. The results of analysis of the products are shown in Table 1.
次に、各種カルシウムフロロアルミネート100重量
部、反応性シリカ質物質100重量部、無機硫酸塩200重量
部、凝結調節剤10重量部、セメント1,200重量部、及び
骨材3,000重量部を調製し、W/C=55%とし、強度と耐磨
耗性を測定した。Next, 100 parts by weight of various calcium fluoroaluminate, 100 parts by weight of a reactive siliceous substance, 200 parts by weight of inorganic sulfate, 10 parts by weight of setting agent, 1,200 parts by weight of cement, and 3,000 parts by weight of aggregate were prepared. With W / C = 55%, strength and abrasion resistance were measured.
(使用材料) 反応性シリカ質物質a:シリカヒューム、フェロシリコ
ン製造時の副産物 無機硫酸塩:II型無水セッコウ、プレーン値5,900cm2/g セメント :アンデスセメント社製、普通ポルトランド
セメント 凝結調節剤:試薬、グルコン酸ナトリウム 骨 材 :豊浦標準砂 (測定方法) 圧縮強度 :JIS R 5201に準拠。ただし、養生条件は20
℃×65%RHである。(Materials used) Reactive siliceous substance a: Silica fume, by-product during ferrosilicon production Inorganic sulfate: Type II anhydrous gypsum, plain value 5,900 cm 2 / g Cement: Andes Cement, ordinary Portland cement Setting agent: Reagent, sodium gluconate Aggregate: Toyoura standard sand (Measurement method) Compressive strength: Conforms to JIS R 5201. However, the curing condition is 20
C. x 65% RH.
耐摩耗性 :材令7日の供試体を用いて、摩耗輪H−2
2、荷重250g、回転数2,000回のテーパー摩耗試験機で耐
摩耗性を調べた。結果を摩耗量(g/2,000回)で示し
た。Abrasion resistance: Using a specimen of 7 days old, wear wheel H-2
2. The wear resistance was examined using a taper abrasion tester with a load of 250 g and 2,000 rotations. The results are shown by the amount of wear (g / 2,000 times).
実施例2 実施例1の実験No.1−10のカルシウムフロロアルミネ
ートを使用して、反応性シリカ質物質を変化させたこと
以外は、実施例1と同様に行った。結果を第2表に示
す。 Example 2 The procedure of Example 1 was repeated, except that the calcium fluoroaluminate of Experiment No. 1-10 of Example 1 was used to change the reactive siliceous material. The results are shown in Table 2.
(使用材料) 反応性シリカ質物質b:試薬、珪酸ナトリウム c:試薬、メタ珪酸ナトリウム d:オパール質珪石 e:試薬、シリカゲル 実施例3 実施例1の実験No.1−10の配合で、セメント2,400重
量部、骨材6,000重量部及び無機硫酸塩の量を変化した
こと以外は、実施例1と同様に行った。結果を第3表に
示す。 (Materials used) Reactive siliceous substance b: Reagent, sodium silicate c: Reagent, sodium metasilicate d: Opal quartzite e: Reagent, silica gel Example 3 In the formulation of Experiment No. 1-10 of Example 1, cement The same procedure as in Example 1 was carried out except that the amounts of 2,400 parts by weight, 6,000 parts by weight of aggregate and inorganic sulfate were changed. The results are shown in Table 3.
実施例4 実施例1の実験No.1−10の配合で、凝結調節剤の量を
変化したこと以外は、実施例1と同様に行った。結果を
第4表に示す。 Example 4 The procedure of Example 1 was repeated, except that the amount of the setting regulator was changed in the formulation of Experiment No. 1-10 of Example 1. The results are shown in Table 4.
実施例5 実施例1の実験No.1−10の配合で、セメントの量を変
化したこと以外は、実施例1と同様に行った。結果を第
5表に示す。 Example 5 The procedure of Example 1 was repeated, except that the amount of cement was changed in the composition of Experiment Nos. 1-10 of Example 1. The results are shown in Table 5.
〔発明の効果〕 本発明により、強度発現の速い、優れた耐摩耗性を有
する水硬性組成物が得られる。 [Effects of the Invention] According to the present invention, a hydraulic composition having high strength and excellent abrasion resistance can be obtained.
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) C04B 22/12 C04B 28/00 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 6 , DB name) C04B 22/12 C04B 28/00
Claims (3)
0.65〜1.5/0.01〜0.32)で示されるカルシウムフロロア
ルミネートと反応性シリカ質物質を主成分とする水硬性
組成物。1. A xCaO · yAl 2 O 3 · zCaF 2 ( however, x / y / z = 1 /
0.65 to 1.5 / 0.01 to 0.32). A hydraulic composition mainly comprising calcium fluoroaluminate and a reactive siliceous substance.
を主成分とするセメント混和材。2. A cement admixture comprising the hydraulic composition according to claim 1 and an inorganic sulfate as main components.
を主成分とするセメント組成物。3. A cement composition comprising the cement admixture according to claim 2 and cement as main components.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2516790A JP2904530B2 (en) | 1990-02-06 | 1990-02-06 | Hydraulic composition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2516790A JP2904530B2 (en) | 1990-02-06 | 1990-02-06 | Hydraulic composition |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03232752A JPH03232752A (en) | 1991-10-16 |
| JP2904530B2 true JP2904530B2 (en) | 1999-06-14 |
Family
ID=12158449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2516790A Expired - Fee Related JP2904530B2 (en) | 1990-02-06 | 1990-02-06 | Hydraulic composition |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2904530B2 (en) |
-
1990
- 1990-02-06 JP JP2516790A patent/JP2904530B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03232752A (en) | 1991-10-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3105518B2 (en) | Cement admixture and cement composition | |
| JP3096470B2 (en) | Rapidly hardened AE concrete composition | |
| JP2904530B2 (en) | Hydraulic composition | |
| JP3150164B2 (en) | Cement admixture and cement composition | |
| JP3377604B2 (en) | Cement quick setting material and cement composition | |
| JPH082951A (en) | Cement composition | |
| JP3124578B2 (en) | Cement admixture and cement composition | |
| JPH06256053A (en) | Cement admixture and cement composition | |
| JP3219156B2 (en) | Cement admixture and cement composition | |
| JPH05330875A (en) | Cement admixture and cement composition | |
| JP3194474B2 (en) | Cement admixture and cement composition | |
| JP2975422B2 (en) | Cement admixture and cement composition | |
| JP3032269B2 (en) | Cement composition | |
| JP3460165B2 (en) | Cement admixture, cement composition, and injection material using the same | |
| JP2925611B2 (en) | Hydraulic composition | |
| JP2928312B2 (en) | Cement composition for cast-in-place lining method and tunnel construction method using the same | |
| JP2899036B2 (en) | Cement admixture for fiber reinforcement and cement composition for fiber reinforcement | |
| JP3370192B2 (en) | Cement quick setting material and cement composition | |
| JP3155755B2 (en) | Hydraulic composition | |
| JP2877472B2 (en) | Hydraulic composition | |
| JP3367576B2 (en) | Hydration heat generation time adjusting material for cement and cement composition | |
| JP2966963B2 (en) | Rapidly setting polymer cement composition | |
| JP2983696B2 (en) | Cement admixture and cement composition | |
| JP3370186B2 (en) | Cement admixture and cement composition | |
| JPH05262548A (en) | Cement admixture and cement composition |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080326 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 10 Free format text: PAYMENT UNTIL: 20090326 |
|
| LAPS | Cancellation because of no payment of annual fees |