JPS5884166A - Mixed cementitious material - Google Patents

Mixed cementitious material

Info

Publication number
JPS5884166A
JPS5884166A JP56181340A JP18134081A JPS5884166A JP S5884166 A JPS5884166 A JP S5884166A JP 56181340 A JP56181340 A JP 56181340A JP 18134081 A JP18134081 A JP 18134081A JP S5884166 A JPS5884166 A JP S5884166A
Authority
JP
Japan
Prior art keywords
cement
weight
mixed
cementitious material
powder
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
Application number
JP56181340A
Other languages
Japanese (ja)
Inventor
松崎 安宏
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.)
Nippon Sheet Glass Co Ltd
Original Assignee
Nippon Sheet Glass Co Ltd
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 Nippon Sheet Glass Co Ltd filed Critical Nippon Sheet Glass Co Ltd
Priority to JP56181340A priority Critical patent/JPS5884166A/en
Publication of JPS5884166A publication Critical patent/JPS5884166A/en
Pending legal-status Critical Current

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Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明はガラス繊維強化セメン)(GRC)の製造に使
用される、更にはGRCとして使用される混合セメント
質材料に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to mixed cementitious materials used in the production of glass fiber reinforced cement (GRC) and further used as GRC.

本出願人は先に、従来よりも遍かに多量のプライアッシ
ュ等の低アルカリのポゾランを低アルカリ性セメントに
添加することによりGRCの1耐久性が非常に改蕾され
ることを報告した。
The present applicant has previously reported that the durability of GRC is significantly improved by adding a low-alkaline pozzolan such as ply ash to a low-alkaline cement in a much larger amount than conventionally.

その一つは、昭和54年3月77日付の出願に係る特願
昭56−88865号であり、これは、 ■「セメント/m41部に対して7フイ1ツyユ、火山
灰、白土、粘土、シリカ粉末およびガラス粉末から選ん
だ少なくとも7種の混和材をi、s〜2重量部添加し九
混合セメント買材町を要旨とする。
One of them is Japanese Patent Application No. 1988-88865, filed on March 77, 1978, which states: ■ ``7 parts per m of cement/m, volcanic ash, white clay, clay. , silica powder, and glass powder in an amount of i, s to 2 parts by weight of at least seven types of admixtures selected from silica powder and glass powder to make nine mixed cement materials.

他の一つは、同日付の出願に係る特願昭56−8826
4号であり、これは、 ■「超速硬セメント/重量部に対してフライアッシュ、
火山灰、白土、粘土、シリカ粉末およびガラス粉末から
選んだ少なくとも7種の混和材をO,a〜り重量部添加
した混合セメント質材料」 を要旨とする。
The other one is patent application No. 56-8826 filed on the same date.
No. 4, which is: ■ "Ultra-fast hardening cement/fly ash,
``A mixed cementitious material containing at least seven admixtures selected from volcanic ash, clay, clay, silica powder, and glass powder added in an amount of O, a ~ 200 parts by weight.''

即ち、GRCは長期材令屋外に曝露するとその性能が低
下する傾向がある。
That is, when GRC is exposed outdoors for a long period of time, its performance tends to decrease.

GRCの耐久性の改善方法としては、 ■ マトリックス(基質。母組織)として低アルカリ性
のセメントを用いる方法。
Methods for improving the durability of GRC include: ■ Using low-alkaline cement as a matrix (substrate, parent tissue).

■ マトリックスに劣化防止剤を混入する方法。■ Method of mixing deterioration inhibitor into the matrix.

■ ガラス繊維の耐アルカリ性を向上する方法。■ Method to improve the alkali resistance of glass fiber.

■ GRCを被覆1!!装してGRC中への水分の浸透
を防止する方法。
■ Covering GRC 1! ! A method to prevent moisture from penetrating into the GRC.

などがある。and so on.

■の方法では劣化速度を若干遅らせる効果はあるが不十
分である。 その理由は、セメントと水の反応で水酸化
カルVつ五等のアルカリが生じ、これが低くてもガラス
繊維を侵蝕することは避けられないためである。
Although method (2) has the effect of slightly slowing down the deterioration rate, it is insufficient. The reason for this is that the reaction between cement and water produces alkali such as hydroxide, which inevitably corrodes glass fibers even if the amount is low.

■の方法では、劣化防止剤がアルカリを中和しガラス繊
維を保護する効果はめるが従来の常識とされていた添加
量では全く不十分であり、父、余り添加しすぎると十分
な初期強度が得られない欠点がある。
In method (2), the deterioration inhibitor has the effect of neutralizing the alkali and protecting the glass fibers, but the conventionally accepted amount of addition is completely insufficient, and if too much is added, sufficient initial strength is not achieved. There are disadvantages that cannot be obtained.

■についてはカーボンファイバーの採用が考えられるが
現状ではコスト的に成り立たない。
Regarding (①), it is possible to use carbon fiber, but it is currently not viable due to the cost.

■についてもコスト面および効果の点で問題で、■と同
様、今後の研究t!1題である。
Regarding ■, there are also problems in terms of cost and effectiveness, and like ■, future research is needed. There is one question.

前記のや■の混合セメント質材料は、上記方法■、■を
うまく組合せた結果のものである。
The above-mentioned mixed cementitious material (2) is the result of a successful combination of the above methods (1) and (2).

而して本発明の目的は、■や■の混合セメント質材料と
比べて遜色ない1耐久性を有しながら、製品コストが十
分に安い混合セメント質材料を捉供することにある。
Therefore, the object of the present invention is to provide a mixed cementitious material which has durability comparable to that of the mixed cementitious materials (1) and (2) and which is sufficiently low in product cost.

本案−発明による混合セメント質材料は、セメントに対
して、プライアッシュ、火山灰、白土、粘土、7リカ粉
末およびガラス粉末のうちの少なくとも/稙の混和材を
重量内側で約、SOないしgo%、高炉スラグ粉末を重
量内側で約、りないしlIO%、前記セメントの重量内
側が少なくとも約、5%ある状態で混入させであること
を特徴とする。
The mixed cementitious material according to the present invention contains approximately SO or go% by weight of an admixture of at least one of ply ash, volcanic ash, clay, clay, 7-liquor powder and glass powder to cement; The method is characterized in that the blast furnace slag powder is mixed in an amount of about 1 to 10% by weight, and the cement is mixed in an amount of at least about 5% by weight.

又、本第二発明による混合セメント質材料は、セメント
に対して、フライアッシュ、火山灰、白土、粘土、シリ
カ粉末およびガラス粉末のうちの少なくとも7種の混和
材を重量内側で約、50ないしざ0%、高炉スラグ粉末
を重量内側で約、Sないしダ0%、前記セメンFの重量
内側が少なくとも約、5%ある状態で混入させである混
合セメント質材料に、骨材と水と耐アルカリガラス繊維
を混入させであることを特徴とする。
Further, the mixed cementitious material according to the second invention contains about 50 or more admixtures by weight of at least seven types of admixtures among fly ash, volcanic ash, white clay, clay, silica powder, and glass powder. Aggregate, water, and alkali-resistant mixed cementitious material are mixed with about 0% blast furnace slag powder, S to 0% by weight, and at least about 5% by weight of the cement F. It is characterized by being mixed with glass fiber.

〔1葉の意味〕 (7) 「セメント」とは、市販のポルトランドセメン
トは勿論、低アルカリセメンIQちジェットセメント(
商品名。 住友・小野田セメント)、T8ムセメント(
同。 大阪セメン))、VHICセメント(同。  日
本セメント)、アルミナ七ノットなども含ム。
[Meaning of one leaf] (7) “Cement” refers to not only commercially available Portland cement but also low-alkali cement IQ jet cement (
Product name. Sumitomo Onoda Cement), T8mu Cement (
same. It also includes Osaka Cement), VHIC Cement (also known as Nippon Cement), and Alumina Seven Knots.

(イ) 「プライアッシュ」とは、主に、火力発電所等
で石炭燃焼廃ガス中から分離側生産される市販の石灰灰
のことである。
(b) "Ply ash" is commercially available lime ash that is mainly produced by separation from coal combustion waste gas at thermal power plants, etc.

(つ) 「高炉スラグ粉末」とは、主に、鉄鋼生産の際
副生量される高炉スラグを急冷したスラグを微粉末とし
たもので、潜在水硬性を有するものをいう。
(1) "Blast furnace slag powder" refers to a pulverized slag obtained by rapidly cooling blast furnace slag, which is a by-product during steel production, and has latent hydraulic properties.

第二発明のときは、耐アルカリガラス繊維の混入割合が
重電で約、/ないし10%が好ましい。
In the case of the second invention, the mixing ratio of the alkali-resistant glass fiber is preferably about 10% by weight.

前出の、■に係る先願発明が、従来のフライアッシュの
標準添加量を遥かに超える量のフヲイアツシュ等を添加
し、かつ所要の強度を保ちつつGRCの耐久性を著しく
向上するものであったのに対し、本発明は、プライアツ
Vユ等は、先−発明と同様、約、jOないしl0%を中
心として多量の添加を行ない、更に残りの部分を高炉ス
ラグ粉末で置換してセメントの使用量を節減し、かつ所
要の強度と耐久性を得る点く特徴がある。 因みに、セ
メントと高炉スラグ粉末のみの混合ではGRC耐久性の
改蕾が殆ど期待できない。
The prior invention related to (2) mentioned above adds fire ash, etc. in an amount that far exceeds the standard addition amount of conventional fly ash, and significantly improves the durability of GRC while maintaining the required strength. On the other hand, in the present invention, similar to the previous invention, the present invention, like the previous invention, adds a large amount of jO to 10%, and further replaces the remaining part with blast furnace slag powder to form cement. It has special features that reduce usage and provide the required strength and durability. Incidentally, by mixing only cement and blast furnace slag powder, little improvement in GRC durability can be expected.

このように本発°明によれば、 (イ) 7ライアツyユ等を多量に添加することに加え
、 (ロ) 入手が容易で割安な高炉スラグ粉末も相当多唸
に添加し、その分、 (ハ) セメントの蝋を減らし、とりわけ、ジェットセ
メントなど高価なものに要する費用を大巾に節減し、 以上によって、先願発明のや■との比較において何ら遜
色ない1耐久性を有しながら、製品コストが十分に安い
混合セメント質材料を得ることができる。
As described above, according to the present invention, in addition to (a) adding a large amount of 7 rye sugar, etc., (b) adding a considerably large amount of easily available and inexpensive blast furnace slag powder, , (c) By reducing the amount of wax in cement, in particular, the cost required for expensive products such as jet cement is greatly reduced, and as a result of the above, it has durability that is comparable to that of the prior invention (1). However, it is possible to obtain a mixed cementitious material with a sufficiently low product cost.

〔範囲限定理由〕[Reason for limited range]

混和材が約10%未満ではGRCの長期強度劣化を防ぐ
ことができず、約10%を超えると高炉スラグ粉末およ
びセメントを混合する余地が値かで十分に硬化しにくく
なる。 40〜10%が好ましい。 高炉スラグ粉末が
5%未満ではコストダウンの効果が小さく、グO%を超
えると混和材の混合する余地が僅かになり、長期強度劣
化の効果が下ったり、またセメント混合量が減るので十
分に硬化しにくくなる。
If the admixture is less than about 10%, long-term strength deterioration of GRC cannot be prevented, and if it exceeds about 10%, there is insufficient room for mixing blast furnace slag powder and cement, making it difficult to harden sufficiently. 40-10% is preferred. If the blast furnace slag powder content is less than 5%, the cost reduction effect will be small, and if it exceeds 5%, there will be little room for mixing of admixtures, the effect of long-term strength deterioration will decrease, and the amount of cement mixed will be reduced, so it is not enough. It becomes difficult to harden.

20〜35%が好ましい。20-35% is preferred.

セメントが5%未満では十分に硬化するまでに長期間を
必要とする様になる。 10%以上が好ましい。
If the cement content is less than 5%, it will take a long time to fully harden. 10% or more is preferable.

また混和材のなかでもフライアッシュが粒形が丸いため
に多量に混ぜてもモルタルの流動性が良く、特に好まし
い。
Also, among the admixtures, fly ash is particularly preferable because its particle shape is round, so even if a large amount is mixed, the mortar has good fluidity.

セメントとしては普通ポルトランドセメントの場合に混
合量が20%以下になると硬化が遅く、強度発現までに
長期間を要するが、十分な養生後は高い強度を維持する
。 養生を短期間に終わらせるという観点からは普通ポ
ルトランドセメントにアーウィンの如き硬化促進材を加
えたり、またセメントとして前記ジェットセメント等速
硬性を有する低アルカリセメントを用いることが好まし
い。
When using Portland cement as a cement, it hardens slowly when the mixing amount is less than 20%, and it takes a long time to develop strength, but it maintains high strength after sufficient curing. From the viewpoint of completing the curing in a short period of time, it is preferable to add a hardening accelerator such as Irwin to ordinary Portland cement, or to use a low-alkali cement having the constant hardness of jet cement as the cement.

〔データ〕〔data〕

■ 通常のGRC版では70@C水中コ1日間浸漬で完
全に劣化する。 本発明によるGRC版の場合、700
C水中56日間浸漬(天然罎1+o−so年に相当)で
、殆ど初期のま−の性能を保つ。
■ A normal GRC plate completely deteriorates after being immersed in 70@C water for one day. For the GRC version according to the invention, 700
After being immersed in C water for 56 days (equivalent to 1+ o-so years of natural caster), it maintains almost its original performance.

■ 電さ/4の茄子(なす)型重錘を2〜4mの扁さか
ら落下したとき、本発明によるGRC版の場合、i錘が
落下した部分のみ若干凹む程度で、初期性能を維持する
。 これに対し通常のGRC版の場合20個の高さから
落下してもパフパラに破壊されてしまう。
■ When an eggplant-shaped weight with a power density of 4 is dropped from a height of 2 to 4 m, the GRC plate according to the present invention maintains its initial performance with only the part where the weight fell slightly dented. . On the other hand, in the case of the normal GRC version, even if it falls from a height of 20 pieces, it will be destroyed in a puff.

(、り 41に、〔ジェットセメント〕+〔高炉スラグ
粉末)+(フライアーツVユ〕系のGRCの70°C水
中促進による耐久性試験の結果を示す。
41 shows the results of a durability test of [Jet Cement] + [Blast Furnace Slag Powder] + (Fly Arts V Yu) system GRC accelerated in water at 70°C.

(イ) 符号について JCニジエツトセメント BS:高炉スラグ粉末(商品名セフメント)FA:フフ
イフツVユ Eb:曲げヤング率(X104’Kf/d)IS:アイ
ゾツト衝撃強度(K4・am/cd)LOP :曲げ比
例限界(Kf/m )MOR:曲げ破壊強度(Kg/a
i )(ロ)GRCの調合 W/C(水セメント比) 33% S/C(砂セメント比)O−6 減水剤 五〇 N2. !%/セメントリターダ(クエ
ン酸)’0.3%/セメント砂;珪砂(瀬戸産) 上記セメントモVりμと、セメントモルタルに対して5
重量%の耐アルカリガフス1武誰ストランドとを同時に
ダイレクトスプレー法により型枠に吹付け、コ週間養生
して厚さ/ O,、のGRC板を得た。
(a) Regarding the codes JC Nijitsu Cement BS: Blast Furnace Slag Powder (Product Name: Cement) FA: Fifty V Yu Eb: Flexural Young's Modulus (X104'Kf/d) IS: Izot Impact Strength (K4・am/cd) LOP: Bending proportional limit (Kf/m) MOR: Bending fracture strength (Kg/a
i) (B) GRC formulation W/C (water-cement ratio) 33% S/C (sand-cement ratio) O-6 Water reducing agent 50 N2. ! %/cement retarder (citric acid)'0.3%/cement sand; silica sand (produced in Seto) 5 for the above cement movrμ and cement mortar
% by weight of alkali-resistant gaffs and strands were simultaneously sprayed onto the formwork by a direct spray method, and cured for several weeks to obtain a GRC board with a thickness of /O.

上記GRC仮を70”Cの水中に所定日数浸漬して試験
体とした。
The above GRC provisional was immersed in water at 70''C for a predetermined number of days to prepare a test specimen.

(ハ) 落錘術撃 試験体寸法: aoo’y<グOO×IO−蝋錘:茄子
5  /KIF ◎:!A常なし ○:裏面に微細クラック △:衣表面裏面にammクラッ ク:クラック #:バラバラ に) 考察 (1)  ジェットセメント単独の場合、70”C水中
St日間浸漬するとGRCは落錘高さ/鱒でバラバラに
1脆性破壊する。
(c) Drop weight attack test specimen dimensions: aoo'y<guOO×IO-wax weight: eggplant 5 /KIF ◎:! A: No constant ○: Fine cracks on the back △: Amm cracks on the front and back of the clothing: Cracks #: Separately) Discussion (1) In the case of jet cement alone, when immersed in 70"C water for St days, the GRC will fall at the falling weight height / trout 1 brittle fracture in pieces.

(実験A/) (2)  ジェットセメントを内側で30〜70%0〜
70%高炉スラグしてもGRCの耐久性は殆ど向上しな
い。
(Experiment A/) (2) Jet cement inside 30-70% 0-
Even with 70% blast furnace slag, the durability of GRC hardly improves.

(実験ムー〜ダ) (8)  ジェットセメントを内側でjoNt。(Experiment Muda) (8) Put jet cement inside.

%フフイアッνユで置換するとGRCの1#久性は著し
く向上する。
If it is replaced with %Fuuuuuuuu, the 1 # durability of GRC will be significantly improved.

(実験SS〜1) (4)  ジェットセメントを内側でフライアッシュお
よび高炉スラグ粉末で置換する場合、フライアツVユ看
が4IO%以下の場合、耐久性は若干向上するが落錘高
さコ霞ではいずれもバラバラになる。
(Experiment SS~1) (4) When jet cement is replaced with fly ash and blast furnace slag powder on the inside, the durability improves slightly when the fly ash is less than 4IO%, but when the falling weight height is Both will fall apart.

(実験AF〜/コ) 本発明にかかわる混合比でフライアッ シュ量が40%以上の場合、シェツトセメントを高炉ス
ラグ粉末で置換しても耐久性は可成勤向上する。 (5
j!験&73〜/r)即ち1.ラストの高いジェットセ
メントの使用量を蛾らして安価な高炉スラグ粉末、プラ
イアッシュの利用が可能で、可成りの耐久性向上効果が
期待される。
(Experiment AF~/Co) When the amount of fly ash is 40% or more at the mixing ratio according to the present invention, durability can be significantly improved even if the shet cement is replaced with blast furnace slag powder. (5
j! test &73~/r) i.e. 1. It is possible to use cheaper blast furnace slag powder and ply ash instead of the amount of jet cement used, which has a high luster, and is expected to significantly improve durability.

Claims (1)

【特許請求の範囲】 ■ セメントに対して、フライアッシュ、火山灰、白土
、粘土、シリカ粉末およびガラス粉末のうちの少なくと
も/櫨の混和材を重量内側で約、jOないし10%、高
炉スラグ粉末を重曖内割で約、りないし4IO%、前記
セメントの重量内側が少なくとも約、3%ある状頗で混
入させである混合セメント質材料。 ■ 前記混相材がフライアッシュのみである特許請求の
範囲第0項に記載の混合セメント質材料。 ■ セメントに対して、フッ2イアツVユ、火山灰、白
土、粘土、シリカ粉末およびガラス粉末のうち少なくと
も7種の混和材を重量内側で約、jOないし10%、高
炉スラグ粉末を重量内側で約、Sないし40%、前記セ
メントの重量内側が少なくとも約、5%ある状態で混入
させである混合セメント質材料に、骨材と水と耐アルカ
リガラ、ス繊維を混入させである混合セメント質材料。 ■ 前記混和材がフツイアツVユのみである特許請求の
範囲第0項に記載の混合セメント質材料。 ■ 前記耐アルカリガラス繊維の混入割合が重量で約、
+/lないし40%である特許請求の範囲第0項に記載
の混合セメント質材料。
[Claims] ■ For cement, at least about 10% by weight of admixture of fly ash, volcanic ash, white clay, clay, silica powder, and glass powder, and about 10% by weight of blast furnace slag powder. A blended cementitious material having a weight content of from about 10% to 4% and a content of at least about 3% by weight of said cement. (2) The mixed cementitious material according to claim 0, wherein the mixed phase material is only fly ash. ■ For cement, add at least 7 types of admixtures by weight of fluoride, volcanic ash, white clay, clay, silica powder, and glass powder to about 10% by weight, and about 10% by weight of blast furnace slag powder. , S or 40%, and the mixed cementitious material is mixed with aggregate, water, and alkali-resistant glass fibers, with the inner weight of the cement being at least about 5%. . (2) The mixed cementitious material according to claim 0, wherein the admixture is only Futuiatsu Vyu. ■ The mixing ratio of the alkali-resistant glass fiber is approximately by weight.
Mixed cementitious material according to claim 0, in which the content of the mixed cementitious material is between +/l and 40%.
JP56181340A 1981-11-10 1981-11-10 Mixed cementitious material Pending JPS5884166A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56181340A JPS5884166A (en) 1981-11-10 1981-11-10 Mixed cementitious material

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Application Number Priority Date Filing Date Title
JP56181340A JPS5884166A (en) 1981-11-10 1981-11-10 Mixed cementitious material

Publications (1)

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JPS5884166A true JPS5884166A (en) 1983-05-20

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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5992952A (en) * 1982-11-18 1984-05-29 住友セメント株式会社 Strength slow-effect mixed cement and hydraulic composition
JPS61209949A (en) * 1985-03-15 1986-09-18 電気化学工業株式会社 Superhigh strength mortar concrete composition

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5235217A (en) * 1975-09-12 1977-03-17 Kubota Ltd Glass fiber reinforced cement product
JPS52103418A (en) * 1976-02-27 1977-08-30 Asahi Glass Co Ltd Composite of fiber glass reinforced cement
JPS53127531A (en) * 1977-03-28 1978-11-07 Kanebo Ltd Light cement composition and method of its production
JPS56120557A (en) * 1980-02-26 1981-09-21 Sumitomo Cement Co Mortar or concrete composition

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5235217A (en) * 1975-09-12 1977-03-17 Kubota Ltd Glass fiber reinforced cement product
JPS52103418A (en) * 1976-02-27 1977-08-30 Asahi Glass Co Ltd Composite of fiber glass reinforced cement
JPS53127531A (en) * 1977-03-28 1978-11-07 Kanebo Ltd Light cement composition and method of its production
JPS56120557A (en) * 1980-02-26 1981-09-21 Sumitomo Cement Co Mortar or concrete composition

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5992952A (en) * 1982-11-18 1984-05-29 住友セメント株式会社 Strength slow-effect mixed cement and hydraulic composition
JPS61209949A (en) * 1985-03-15 1986-09-18 電気化学工業株式会社 Superhigh strength mortar concrete composition

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