JPH01208354A - Low-alkali cement composition - Google Patents

Low-alkali cement composition

Info

Publication number
JPH01208354A
JPH01208354A JP3006088A JP3006088A JPH01208354A JP H01208354 A JPH01208354 A JP H01208354A JP 3006088 A JP3006088 A JP 3006088A JP 3006088 A JP3006088 A JP 3006088A JP H01208354 A JPH01208354 A JP H01208354A
Authority
JP
Japan
Prior art keywords
alkali
pts
calcium aluminate
amount
furnace slag
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
Application number
JP3006088A
Other languages
Japanese (ja)
Other versions
JP2710327B2 (en
Inventor
Kazuyuki Mizushima
一行 水島
Minoru Shirasawa
白沢 実
Kenkichi Hirano
健吉 平野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP63030060A priority Critical patent/JP2710327B2/en
Publication of JPH01208354A publication Critical patent/JPH01208354A/en
Application granted granted Critical
Publication of JP2710327B2 publication Critical patent/JP2710327B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/08Slag cements

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To provide the title composition of little alkali eluation, favorable in mechanical strength development, comprising a specified proportion of a blast-furnace slag, calcium aluminate and an alkali stimulant. CONSTITUTION:The objective composition comprising (A) 100 pts.wt. of blast- furnace slag, (B) 10-200 pts.wt. of calcium aluminate, and (C) <=40 pts.wt. of an alkali stimulant. Use of this composition will reduce alkali eluation from the resultant mortar or concrete, enabling a cured mass stable in mechanical strength development to be produced and preventing the glass fiber contained therein from deterioration. In case the amount of the calcium aluminate is <10 pts.wt., the mechanical strength developability in both short and long terms will be poor, whereas if the amount is >200 pts.wt., the long-term mechanical strength deterioration will occur. Although the optimum amount of the alkali stimulant depends on the ratio of the blast-furnace slag to the calcium aluminate and the kind of said stimulant, in case of >40 pts.wt., the amount of the alkali eluation will increase.

Description

【発明の詳細な説明】 く産業上の利用分野〉 本発明は、水道用モルタルライニングW9GRcなどの
アルカリによる水道水の一抑制や、GRCのガラス繊維
の劣化全防止する低アルカリセメント組成物に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a low-alkali cement composition that partially suppresses tap water caused by alkali such as mortar lining W9GRc for tap water, and completely prevents deterioration of glass fibers of GRC.

く従来の技術と発明が解決しようとする課題〉従来、ア
ルカリ金抑制するセメントとしてハr鴎炉水砕スラグを
混会した高炉セメントや、セメントクリンカ−・高炉水
砕スラグ・カルシウム丈ルホ)アルミネート、石こうか
らなるセメントが提案(特公囲昭60−127252号
公報)されているが、アルカリの抑制が光分ではなかっ
た。
Problems to be solved by conventional technology and the invention: Conventionally, blast furnace cement mixed with granulated slag of alkali metal, cement clinker, granulated blast furnace slag, calcium oxide (aluminum) Cement consisting of esters and gypsum has been proposed (Japanese Patent Publication No. 127252/1986), but the suppression of alkali was not sufficient.

又高炉水砕スラグ、少址のセメント、無定形カルシウム
アルミネート、石こうからなる水硬性組成物が提案され
ていたが、強度発現が光分でなかった(特公開57−1
64756号公報〕号公報間者らが上記課題tPs決す
べく水硬性■科のアルカリ浴出を抑へ、短長期の強度発
現の艮好なセメント組成金種々検討した結果、時定の組
成物を便用することVこより、アルカリ溶出が少なく、
強度発現の良好なセメント組成物を見い出し本発明を児
成するに到った。
In addition, a hydraulic composition consisting of granulated blast furnace slag, a small amount of cement, amorphous calcium aluminate, and gypsum was proposed, but the strength could not be expressed by light (Japanese Patent Publication No. 57-1).
Publication No. 64756] In order to solve the above-mentioned problem tPs, researchers investigated various cement compositions with excellent short- and long-term strength development in order to suppress the alkaline bathing of the hydraulic type. Less alkaline elution than when using stool,
A cement composition with good strength development was discovered and the present invention was completed.

く課題で解決するための手段〉 RIIち、本発明は、高炉スラグ100厘量部、カルシ
ウムアルミネート10〜20[]7711mびアルカリ
刺激剤40嵐量部以−Fかりなる低アルカリセメント組
成物である。
Means for Solving the Problem> RII. The present invention is a low-alkali cement composition comprising 100 parts of blast furnace slag, 10 to 20 parts of calcium aluminate, and 40 parts or more of an alkali stimulant. It is.

以下詳しく本発明上説明する。The present invention will be explained in detail below.

本発明におσる高炉スラグとtユ、製鉄所の高炉より副
生きれるスラグ金水冷・空冷などの急冷によりガラス質
としたものでおる。そのガラス化率は80チ以上が好ま
しく、かつ、塩基度が1.5以上のものが強度発現上好
ましい。また粉末度としてはブレーン値で2.000 
cm” /1以上が好ましく、4.000〜9,000
 cm”/iが更に好ましい。
The blast furnace slag used in the present invention is made into a glassy material by rapid cooling such as water cooling or air cooling. The vitrification rate is preferably 80 degrees or more, and the basicity is preferably 1.5 or more in terms of strength development. Also, the degree of fineness is 2.000 in Blaine value.
cm"/1 or more, preferably 4,000 to 9,000
cm”/i is more preferred.

2.000 crrr”/l禾満でめると強度発現が不
光分でめる。
When the temperature reaches 2.000 crrr"/l, the intensity development can be determined by the non-photon part.

カルシウムアルミネートとはCaOff Cm A40
3iAとすると、Cl2A7y C11AyCaP2+
 C3A3CaF2*eAs CA2m C3A及びC
3A3CaSO4などと示される鉱物1種以上からなる
ものである。又該鉱物全結晶化させることなくガラス状
態全保有したl′!固化させた無定形物が強度発現の点
から好筐しく、特に無定形カルシウムアルミネート中の
CaO成分が20〜60重量部からなるカルシウムアル
ミネートが取扱い上、又、強度発現の点から特に好筐し
いO カルシウムアルミネートの粉末度としてはブレーン値で
3,000crIL2/、!i’以上が好ましく、4.
000〜7,000 crt?/Iが更に好ましい。3
−000cm”/I未満だと強度発現性は悪い。
What is calcium aluminate?CaOff Cm A40
If 3iA, Cl2A7y C11AyCaP2+
C3A3CaF2*eAs CA2m C3A and C
It is composed of one or more minerals such as 3A3CaSO4. In addition, l' which completely retained the glass state without completely crystallizing the mineral! A solidified amorphous material is preferable from the viewpoint of strength development, and calcium aluminate containing 20 to 60 parts by weight of CaO in the amorphous calcium aluminate is particularly preferred from the viewpoint of handling and strength development. Kashii O Calcium aluminate has a Blaine value of 3,000 crIL2/! i' or more is preferable, and 4.
000~7,000 crt? /I is more preferred. 3
If it is less than -000 cm''/I, strength development is poor.

高炉スラグ100厘量部に対するカルシウムアルミネー
トの址は10〜200重量部、好1しくけ20〜100
重量部である。100厘量未満にと短長期の強度発現性
が忌<、200貞を部を越えると長期での強度劣化が起
きる。
The amount of calcium aluminate per 100 parts of blast furnace slag is 10 to 200 parts by weight, preferably 20 to 100 parts by weight.
Parts by weight. If the amount is less than 100 ml, short- and long-term strength development is poor, and if it exceeds 200 ml, long-term strength deterioration will occur.

本発明におけるアルカリ刺激剤とは従来よp知られてい
るものがあげられる。例えば各種セメント、水[化カル
シウム、酸化カルシウム及び珪酸ナトリウム等の各種無
機や有機のアルカリ塩、更に、%種形態の石膏等からな
る群よりえらばれた1種以上である。アルカリ刺激剤の
使用量は、高炉スラグとカルシウムアルミネートの比、
アルカリ刺激剤の種鎮等によシ異なるが、^炉スラグ1
00重量部に対し40重量部以下、好ましくは10宣址
部以下である。400厘量を越えるとアルカリ浴出量が
多くなる。
The alkaline stimulants used in the present invention include those that are conventionally known. For example, it is one or more selected from the group consisting of various cements, various inorganic and organic alkali salts such as calcium chloride, calcium oxide, and sodium silicate, and gypsum in the form of % seeds. The amount of alkaline stimulant used depends on the ratio of blast furnace slag to calcium aluminate,
Although it differs depending on the alkaline stimulant, etc., furnace slag 1
The amount is not more than 40 parts by weight, preferably not more than 10 parts by weight. If the amount exceeds 400 liters, the amount of alkali bath will increase.

カルシウムアルミネートが存在した低アルカリモルタル
又はコンクリートは硬化時間が早する場合があり、これ
が問題となる場合は、例えば、リンゴ酸、泗石酸、グル
コン酸及びフェノ−などのオキシカルボン酸又はその塩
類などの遅延剤を適当量添加して、凝結開始を遅延させ
ることが好ましい。また必要に応じ、市販のセメント減
水剤を使用することも可能である。
Low-alkali mortar or concrete in which calcium aluminate was present may have a faster curing time, and if this is a problem, use oxycarboxylic acids or their salts, such as malic acid, apalic acid, gluconic acid, and phenolic acid. It is preferable to add a suitable amount of a retarder such as to delay the onset of setting. It is also possible to use a commercially available cement water reducing agent if necessary.

なお、本発明の低アルカリセメント組成物(以下単にセ
メント組成物という)はペースト、モルタル、コンクリ
ートの材料として使用することが出来る。
The low-alkali cement composition of the present invention (hereinafter simply referred to as cement composition) can be used as a material for paste, mortar, and concrete.

以上、セメント組成物は、高炉スラグの欠点でめった1
)初期の強度発現、2〕凝結時の収縮を改善するばかり
か、耐化学薬品性をさらに向上し、乾燥収縮低減効果が
ある。その用途としては水道用ライニング管、GRCは
もちろんの事、−ノ投土木建築構造物やコンクリート二
次製品に用いることが出来る。
As mentioned above, cement compositions rarely suffer from the drawbacks of blast furnace slag.
) Initial strength development, 2) Not only improves shrinkage during setting, but also further improves chemical resistance and has the effect of reducing drying shrinkage. It can be used not only for water lining pipes and GRC, but also for civil engineering building structures and secondary concrete products.

〈実施例〉 次に実施例?あげてさらに詳しく説明する。<Example> Next example? Let me explain in more detail.

実施例1 表に示すセメント組成物100重量部、遅延剤0.6重
量部、細骨材200M世部(姫用産天然砂FM=2.7
2)及び水50重量部をJ工S R5201に準じて混
練し、4X4X16cmのモルタル供試体を作製し、1
週間20℃−80%RH室で養生後、6 M/ sec
の流れのある水に1時間浸した後、長さと巾が各々20
0mmで高さ250m1の容器にモルタル供試体全各1
本づつ入れ、その容器の中に盛貿水を24時時間比し、
−の変動全測足した。
Example 1 100 parts by weight of the cement composition shown in the table, 0.6 parts by weight of retarder, 200M part of fine aggregate (natural sand FM = 2.7
2) and 50 parts by weight of water were kneaded according to J-Ko S R5201 to prepare a mortar specimen of 4 x 4 x 16 cm.
After curing in a 20℃-80%RH room for a week, 6 M/sec
After soaking in flowing water for 1 hour, the length and width will be 20 mm each.
0 mm and 1 mortar specimen each in a container with a height of 250 m1.
Put one book at a time and pour Shengbaosui into the container for 24 hours.
The total variation of − was added.

結果を表に示す。The results are shown in the table.

使用材料 スラグ:高炉水砕スラグ、新日鉄室蘭製、プレーン値5
.100 c!IL”/1 カルシウムアルミネート:プレーン1直5a 450 
c、m” /yNPC: ’を化晋通ポルトランドセメ
ントCa(OH)2 :小野石灰社製 石膏:fl型無水石膏、プレーン値5.050に2/y
表から本発明方法は−の変動を抑え、強度劣化が1〜3
   20 腐   ′       は−のアップが大きい。
Materials used: Slag: Granulated blast furnace slag, made by Nippon Steel Muroran, plain value 5
.. 100c! IL”/1 Calcium aluminate: Plain 1 shift 5a 450
c, m''/y NPC: 'Converted into Shintsu Portland cement Ca (OH)2: Gypsum manufactured by Ono Lime Co., Ltd.: fl type anhydrite, plain value 5.050 to 2/y
From the table, the method of the present invention suppresses the fluctuation of -, and the strength deterioration is 1 to 3.
20 Fu' has a large - close-up.

〈発明の効果〉 本発明の低アルカリセメント組成物を使用することによ
つC次の効果が得られる。
<Effects of the Invention> By using the low alkali cement composition of the present invention, the following effects can be obtained.

1)モルタル又はコンクリートからのアルカリ浴出を減
らすことが出来る。
1) It is possible to reduce alkaline bath release from mortar or concrete.

2)強度発現の安定な硬化体をつくることが出来る。2) A cured product with stable strength can be produced.

6)ガラスm維の劣化を極端に抑えることが出来る。6) Deterioration of glass m fibers can be extremely suppressed.

特許出願人 也気化学工業味式会社Patent applicant: Yaki Chemical Industrial Ajishiki Company

Claims (1)

【特許請求の範囲】[Claims] 1)高炉スラグ100重量部、カルシウムアルミネート
10〜200重量部及びアルカリ刺激剤40重量部以下
からなる低アルカリセメント組成物。
1) A low-alkali cement composition comprising 100 parts by weight of blast furnace slag, 10 to 200 parts by weight of calcium aluminate, and 40 parts by weight or less of an alkali stimulant.
JP63030060A 1988-02-13 1988-02-13 Low alkali cement composition Expired - Lifetime JP2710327B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63030060A JP2710327B2 (en) 1988-02-13 1988-02-13 Low alkali cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63030060A JP2710327B2 (en) 1988-02-13 1988-02-13 Low alkali cement composition

Publications (2)

Publication Number Publication Date
JPH01208354A true JPH01208354A (en) 1989-08-22
JP2710327B2 JP2710327B2 (en) 1998-02-10

Family

ID=12293280

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63030060A Expired - Lifetime JP2710327B2 (en) 1988-02-13 1988-02-13 Low alkali cement composition

Country Status (1)

Country Link
JP (1) JP2710327B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04238847A (en) * 1990-12-28 1992-08-26 Onoda Cement Co Ltd Hydraulic cement
JP2007326729A (en) * 2006-06-06 2007-12-20 Yokohama Tlo Co Ltd Cement composition
US20110287198A1 (en) * 2009-01-30 2011-11-24 Industry Foundation Of Chonnam National University Alkali-activated binder, alkali-activated mortar, concrete products and wet red clay paving material using binder
JP2019048729A (en) * 2017-09-08 2019-03-28 デンカ株式会社 Bonding material composition and stimulating agent thereof
WO2020255646A1 (en) * 2019-06-20 2020-12-24 株式会社フッコー Blast furnace slag-type paint

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54139632A (en) * 1978-04-21 1979-10-30 Matsushita Electric Works Ltd Slag based inorganic hardened body

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54139632A (en) * 1978-04-21 1979-10-30 Matsushita Electric Works Ltd Slag based inorganic hardened body

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04238847A (en) * 1990-12-28 1992-08-26 Onoda Cement Co Ltd Hydraulic cement
JP2007326729A (en) * 2006-06-06 2007-12-20 Yokohama Tlo Co Ltd Cement composition
US20110287198A1 (en) * 2009-01-30 2011-11-24 Industry Foundation Of Chonnam National University Alkali-activated binder, alkali-activated mortar, concrete products and wet red clay paving material using binder
US8617307B2 (en) * 2009-01-30 2013-12-31 Industry Foundation Of Chonnam National University Alkali-activated binder, alkali-activated mortar, concrete products and wet red clay paving material using binder
JP2019048729A (en) * 2017-09-08 2019-03-28 デンカ株式会社 Bonding material composition and stimulating agent thereof
WO2020255646A1 (en) * 2019-06-20 2020-12-24 株式会社フッコー Blast furnace slag-type paint
JP2021001260A (en) * 2019-06-20 2021-01-07 株式会社フッコー Blast furnace slag coating

Also Published As

Publication number Publication date
JP2710327B2 (en) 1998-02-10

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