JPH04164845A - Cement admixture and cement composition - Google Patents

Cement admixture and cement composition

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Publication number
JPH04164845A
JPH04164845A JP2293078A JP29307890A JPH04164845A JP H04164845 A JPH04164845 A JP H04164845A JP 2293078 A JP2293078 A JP 2293078A JP 29307890 A JP29307890 A JP 29307890A JP H04164845 A JPH04164845 A JP H04164845A
Authority
JP
Japan
Prior art keywords
cement
weight
admixture
pts
composition
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
JP2293078A
Other languages
Japanese (ja)
Other versions
JP2975422B2 (en
Inventor
Toshio Mihara
三原 敏夫
Hideo Ishida
秀朗 石田
Tetsuo Otsuka
哲雄 大塚
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
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Filing date
Publication date
Application filed by Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP29307890A priority Critical patent/JP2975422B2/en
Publication of JPH04164845A publication Critical patent/JPH04164845A/en
Application granted granted Critical
Publication of JP2975422B2 publication Critical patent/JP2975422B2/en
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Expired - Fee Related 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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

Abstract

PURPOSE:To suppress neutralization of cement cured body and improve development of strength thereof by blending calcium aluminosilicate glass with an inorganic sulfate and reactive silica based substance. CONSTITUTION:100 pts.wt. calcium aluminosilicate consisting of 60-30wt.% CaO, 20-60wt.% Al2O3 and 5-25 wt.% SiO2 and having >=50wt.% vitrification ratio and >=3000cm<2> blaine's specific area is blended with 50-500 pts.wt. inorganic sulfate (e.g. II type anhydrous gypsum) having >=3000cm<2> blaine's specific area and 20-300 reactive silica based cement (e.g. active silica) having <=5mum particle diameter to provide the cement admixture. Then 100 pts.wt. cement is blended with 10-50 pts.wt. of the above-mentioned admixture and setting controller, aggregate, water-reducing admixture, etc., to provide the cement composition.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、セメント混和材、特にセメント構造物の劣化
防止や補修に用いられるセメント混和材およびセメント
組成物に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to cement admixtures, particularly to cement admixtures and cement compositions used for preventing deterioration and repairing cement structures.

(従来の技術) 近年、セメント構造物の劣化が、社会問題化しており、
その対策や補修方法の確立が急務となっている。
(Conventional technology) In recent years, the deterioration of cement structures has become a social problem.
There is an urgent need to establish countermeasures and repair methods.

セメント構造物の劣化の主原因は、 (1)セメント硬化物の中性化によるセメント構造物中
の鉄分の発錆。
The main causes of deterioration of cement structures are: (1) Rust formation of iron in cement structures due to neutralization of hardened cement.

(2)乾燥収縮によるひび割れの発生。(2) Occurrence of cracks due to drying shrinkage.

(3)セメントの化学作用による劣化。(3) Deterioration due to chemical action of cement.

(4)凍結融解作用による損傷。(4) Damage caused by freeze-thaw effects.

(5)含有塩分又は侵入塩分によるセメント構造物中の
鉄分の発錆。
(5) Rust of iron in cement structures due to salt content or intrusion of salt.

(6)アルカリ骨材反応による劣化。(6) Deterioration due to alkaline aggregate reaction.

(7)荷重の繰り返し又は持続による損傷。(7) Damage caused by repeated or sustained loading.

等多岐にわたっている。There are a wide variety of things.

(発明が解決しようとする課題) 本発明者らは、特に、上記課題のうち、セメント硬化体
の中性化の抑制および補修工事の工期の短縮化(強度発
現性の改良による)を目的に種々検討を重ねた結果、特
定の組成物が有効であるとの知見を得て本発明を完成す
るに至った。
(Problems to be Solved by the Invention) Among the above-mentioned problems, the present inventors particularly aimed at suppressing the carbonation of hardened cement and shortening the repair work period (by improving strength development). As a result of various studies, it was found that a specific composition was effective, and the present invention was completed.

(課題を解決するための手段) 即ち、本発明は、アルミノケイ酸カルシウムガラス、無
機硫酸塩および反応性シリカ質物質を主成分としてなる
ことを特徴とするセメント混和材であり、さらに、この
セメント混和材とセメントを主成分としてなることを特
徴とするセメント組成物である。以下に本発明の詳細な
説明する。
(Means for Solving the Problems) That is, the present invention is a cement admixture characterized by comprising calcium aluminosilicate glass, an inorganic sulfate, and a reactive siliceous substance as main components, and furthermore, the cement admixture This is a cement composition characterized by containing wood and cement as main components. The present invention will be explained in detail below.

本発明に係るアルミノケイ酸カルシウムガラス(以下C
ASガラスという)は、その組成領域が、CaO:60
〜30重量% A1□03: 20〜60〃 5iOz  :  5〜25〃 が好ましく、より好ましくは CaO:55〜30重量% Al2O3: 30〜60〃 SiO□ =10〜20〃 である。CaOが30重量%未満あるいはAlz03が
60重量・%を超えると、急硬性に劣り、逆に、CaO
が60重量%を超過、あるいはA1□03が20重量%
未満であると、凝結調整剤を多量添加しても瞬結してし
まい、作業性の点から好ましくない。またSiO□が5
重量%未満であると、長期的な強度の伸びを期待できず
、逆に25重量%を超えると初期強度が小さい。なお、
一般の工業原料にはMgO、FezO3、TiO2、K
zO、NatO等の不純物が当然含まれており、また、
これらの不純物は、Ca0−Al□03−5iO7系の
ガラス化領域を拡張することから、10重量%未満での
存在は好ましく、また急硬性、作業性、長期強度の伸び
等に問題は生じない。−船釣なガラスの融剤である硝酸
アルカリ(NaNO3、KNO3等)、フン化カルシウ
ム(CaFz)やホウ砂等を加えることは、ガラスの融
点を下げることから好ましい。
Calcium aluminosilicate glass (hereinafter referred to as C) according to the present invention
AS glass) has a composition range of CaO:60
-30% by weight A1□03: 20-60〃 5iOz: 5-25〃 are preferred, more preferably CaO: 55-30% by weight Al2O3: 30-60〃 SiO□ = 10-20〃. If CaO is less than 30% by weight or Alz03 is more than 60% by weight, rapid hardening will be poor;
exceeds 60% by weight, or A1□03 exceeds 20% by weight
If it is less than that, instantaneous setting will occur even if a large amount of setting modifier is added, which is not preferable from the viewpoint of workability. Also, SiO□ is 5
If it is less than 25% by weight, no long-term strength increase can be expected, and if it exceeds 25% by weight, the initial strength will be low. In addition,
General industrial raw materials include MgO, FezO3, TiO2, K
It naturally contains impurities such as zO and NatO, and
Since these impurities expand the vitrification region of the Ca0-Al□03-5iO7 system, their presence in an amount of less than 10% by weight is preferable, and there are no problems with rapid hardening, workability, long-term strength growth, etc. . - It is preferable to add alkali nitrate (NaNO3, KNO3, etc.), calcium fluoride (CaFz), borax, etc., which are fluxing agents for glass, because they lower the melting point of the glass.

ここでいうガラスとは、通常ガラス分野で言うものであ
り、すなわち「ガラス転移点を示すもの」である。なお
、全てがガラスである必要はなく、ガラス化率50重量
%以上であれば問題はない。より好まし′くは70重量
%以上、更に好ましくは80重量%以上である。50重
量%未満であると、早強性の点で問題となる。
The glass referred to here is what is commonly referred to in the field of glass, that is, "a material that exhibits a glass transition point." Note that it is not necessary that all of the material is glass, and there is no problem as long as the vitrification rate is 50% by weight or more. It is more preferably 70% by weight or more, still more preferably 80% by weight or more. If it is less than 50% by weight, problems arise in terms of early strength.

なお、ガラス化率の測定方法は、本発明のガラスを、1
000℃、2時間(h)加熱後、5℃/分(m)の冷却
速度で徐冷し、粉末X線回折法により結晶鉱物のメイン
ピークの面積S0を求め、本発明のガラス中の結晶のメ
インピーク面積Sから、ガラス化率χを求めた。
In addition, the method for measuring the vitrification rate is that the glass of the present invention is
After heating at 000°C for 2 hours (h), it was slowly cooled at a cooling rate of 5°C/min (m), and the area S0 of the main peak of the crystalline mineral was determined by powder X-ray diffraction method. The vitrification rate χ was determined from the main peak area S of .

χ(重量%) =100 x (1−−)以上のCAS
ガラスは、冶金あるいは金属製錬等において副生ずる高
炉水砕スラグの組成とは全く異なるものであり、本発明
は、高炉水砕スラグの組成から、派生したものではない
。ちなみに高炉水砕スラグの平均的な化学組成は、Ca
b:40〜43重量%、MgO:5〜8重量%、Al2
O,:13〜15重量%、およびSiO2:31〜35
重量%である。
CAS of χ (weight%) = 100 x (1--) or more
The composition of glass is completely different from the composition of granulated blast furnace slag, which is produced as a by-product in metallurgy or metal smelting, and the present invention is not derived from the composition of granulated blast furnace slag. By the way, the average chemical composition of granulated blast furnace slag is Ca
b: 40-43% by weight, MgO: 5-8% by weight, Al2
O,: 13-15% by weight, and SiO2: 31-35
Weight%.

更に本発明のCASガラスは、アルミナセメントから派
生したものでもない。すなわち、通常のアルミナセメン
トの5i02量は5重量%未満であり〔笠井順−、コン
クリート工学、第22巻、第8号、第67頁(1984
)) 、更にガラス化率は25%を超えることはない(
1964年、ロンドン市アカデミツクプレス インコー
ホレーテッド リミテッド発行、H,F、 Vl、 T
aylor著、ザ ケミストリー オブセメント(Th
e Chemistry of Cement) 、第
2巻、第16頁〕。
Moreover, the CAS glass of the present invention is not derived from alumina cement. That is, the amount of 5i02 in normal alumina cement is less than 5% by weight [Jun Kasai, Concrete Engineering, Vol. 22, No. 8, p. 67 (1984)
)), and the vitrification rate does not exceed 25% (
Published by Academic Press Incorporated, London, 1964, H, F, Vl, T.
The Chemistry of Cement (Th
e Chemistry of Cement), Volume 2, Page 16].

本発明に係るCASガラスの原料としては、CaO質原
料として、生石灰(Cab) 、消石灰(Ca (01
() Z :l、石灰石(CaCOa)等を用いること
ができ、AIZ03質原料として、アルミナ、ボーキサ
イト、ダイアスボア、長石、粘土等を用いることができ
、SiO□質原料として、ケイ砂、白土、ケイ藻上等を
用いることができる。あるいは、比較的安価な高炉スラ
グにCaO質原料およびA1□03質原料を補うことに
よっても達せられる。
Raw materials for the CAS glass according to the present invention include quicklime (Cab) and slaked lime (Ca (01
()Z:L, limestone (CaCOa), etc. can be used, alumina, bauxite, diasbore, feldspar, clay, etc. can be used as AIZ03 raw materials, and silica sand, white clay, silica can be used as SiO□ raw materials. Algae etc. can be used. Alternatively, it can also be achieved by supplementing relatively inexpensive blast furnace slag with CaO-based raw material and A1□03-based material.

以上のCaO質原料、A1□03譬原料、SiO□質原
料を所定の割合で配合した後、直接通電式溶融炉あるい
は高周波炉を用いて溶融し、得られた溶融体を圧縮空気
や高圧水により吹飛ばす方法、あるいは水中に流し込む
方法により製造される。あるいは、ロータリーキルンで
溶融し、急冷することによってもCASガラスを製造で
きる。
After blending the above CaO raw materials, A1□03 raw materials, and SiO□ raw materials in a predetermined ratio, they are melted using a direct current melting furnace or high-frequency furnace, and the resulting melt is heated using compressed air or high-pressure water. It is manufactured by blowing it away or pouring it into water. Alternatively, CAS glass can also be produced by melting it in a rotary kiln and rapidly cooling it.

CASガラスの粉末度は細かければ反応性が向上するの
で好ましく、特に、プレーン比表面積で3.000 a
112/g以上が好マシイ。
The finer the fineness of the CAS glass, the better the reactivity will be, and in particular, the finer the finer the powder, the more the plane specific surface area will be 3.000 a.
112/g or higher is better.

本発明に係る無機硫酸塩とは、アルカリ金属またはアル
カリ土類金属の硫酸塩をいい、例えば、無水、半水、な
らびに二本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■型無水セソコウのような難溶性また
は不溶性のものが、特に好ましいものとして挙げられる
。無機硫酸塩の粉末度は、通常3,000 an”/g
以上が好ましい。
The inorganic sulfate according to the present invention refers to an alkali metal or alkaline earth metal sulfate, and preferable examples thereof include anhydrous, semi-hydrated, and double calcium sulfates. Particularly preferred are those that are sparingly soluble or insoluble. The fineness of inorganic sulfate is usually 3,000 an”/g.
The above is preferable.

無機硫酸塩の使用量は、CASガラス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、急硬性の発現が不十
分であり、500重量部を超えると、セメント組成物の
寸法安定性が悪くなる恐れがある。
The amount of inorganic sulfate used is 50 to 500 parts by weight, preferably 100 to 300 parts by weight, based on 100 parts by weight of CAS glass. If it is less than 50 parts by weight, the rapid hardening is insufficient, and if it exceeds 500 parts by weight, the dimensional stability of the cement composition may deteriorate.

本発明に係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、シリカヒユーム、コロイダルシリカ
、ケイ藻土、アエロジル、シリカゲルおよびガラス質の
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およびピロ珪酸ナトリ
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Na
2O/SiO□=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。
The reactive siliceous substances according to the present invention include activated silica, opalescent silica, silica hume, colloidal silica, diatomaceous earth, Aerosil, silica gel, vitreous No. 1.2 and 3.4 sodium silicate, crystalline meth There are sodium silicate-based substances such as sodium silicate, sodium orthosilicate, and sodium pyrosilicate, and it is possible to use one or more of these. Among them, sodium silicate substances have a composition with a molar ratio of Na
2O/SiO□=0.1 to 5.0 is preferable, 0゛, 2
-1.1 is more preferable, and it can be used in powder form or solution form.

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5ミクロン以下のものが好ましい。
The particle size of the reactive siliceous material is not particularly limited, but it is usually preferably 5 microns or less.

反応性シリカ質物質の使用量は、CASガラス100重
量部に対して20〜300重量部、好ましくは50〜2
00重量部である。これ以外の使用量では、中性化抑制
の面で好ましい効果が得られない。
The amount of reactive siliceous material used is 20 to 300 parts by weight, preferably 50 to 2 parts by weight, per 100 parts by weight of CAS glass.
00 parts by weight. If the amount used is other than this, a favorable effect in terms of suppressing carbonation will not be obtained.

本発明のセメント混和材は、普通・早強・超早強・中庸
熱などの各種ポルトランドセメントやそれらにシリカ、
高炉スラグおよびフライアッシュが混合された各種混合
セメント等と混和して使用できる。
The cement admixture of the present invention includes various Portland cements such as normal, early strength, super early strength, and moderate heat, as well as silica and
It can be used by mixing with various mixed cements containing blast furnace slag and fly ash.

セメント混和材の使用量は、セメント100重量部に対
して、10〜50重量部が好ましい。10重量部未満で
あると強度発現性が小さく、即ち工期の短縮化の面で好
ましくなく、他方、50重量部を超えると経済的に不利
なばかりか、作業性の面からみても好ましくない。
The amount of cement admixture used is preferably 10 to 50 parts by weight per 100 parts by weight of cement. If it is less than 10 parts by weight, strength development is low, which is not preferable in terms of shortening the construction period.On the other hand, if it exceeds 50 parts by weight, it is not only economically disadvantageous but also undesirable from the viewpoint of workability.

本発明のセメント混和材、およびセメント組成物には、
前記以外にも各種の添加剤を併用することが可能である
。例えば、凝結調整剤や、ケイ砂、天然砂および砂利等
の骨材、ガラス繊維、カーボン繊維および鋼繊維等の繊
維質物質、高分子ポリマーエマルジョン(ラテックス)
、着色剤(顔料)、AE剤、減水剤、AE減水剤、流動
化剤、防錆剤、メチルセルロース等の水中不分離性混和
剤、増粘剤、保水剤、塩化カルシウム、ケイ酸ソーダ等
の防水剤、発泡剤、起泡剤、水酸化カルシウム等のカル
シウム含有化合物および防凍剤等の中の1種又は2種以
上を、本発明の目的を実質的に阻害しない量で併用する
ことができる。
The cement admixture and cement composition of the present invention include:
It is possible to use various additives in addition to those mentioned above. For example, setting modifiers, aggregates such as silica sand, natural sand and gravel, fibrous substances such as glass fibers, carbon fibers and steel fibers, and polymer emulsions (latex).
, colorants (pigments), AE agents, water-reducing agents, AE water-reducing agents, fluidizing agents, rust preventive agents, water-inseparable admixtures such as methyl cellulose, thickeners, water retention agents, calcium chloride, sodium silicate, etc. One or more of waterproofing agents, foaming agents, foaming agents, calcium-containing compounds such as calcium hydroxide, antifreeze agents, etc. can be used in combination in amounts that do not substantially impede the object of the present invention. .

凝結調整剤の具体例としては、塩化カルシウム、塩化第
二鉄、塩化アルミニウム等の塩化物、アルミン酸ナトリ
ウム、アルミン酸カリウム等のアルミン酸塩、炭酸ナト
リウム、炭酸カリウム等の炭酸塩、水酸化ナトリウム、
水酸化カルシウム等の水酸化物、ケイフッ化亜鉛、ケイ
フッ化マグネシウム、ケイフッ化ナトリウム等のケイフ
ッ化物等の無機塩類、更には、クエン酸、グルコン酸、
酒石酸、あるいはこれらのカルシウム塩、ナトリウム塩
、カリウム塩等の有機酸系化合物があり、単独で添加し
ても、あるいは2種以上を併用してもよい。
Specific examples of coagulation modifiers include chlorides such as calcium chloride, ferric chloride, and aluminum chloride; aluminates such as sodium aluminate and potassium aluminate; carbonates such as sodium carbonate and potassium carbonate; and sodium hydroxide. ,
Hydroxides such as calcium hydroxide, inorganic salts such as silicofluorides such as zinc fluorosilicide, magnesium fluorosilicide, sodium fluorosilicide, and citric acid, gluconic acid,
Organic acid compounds such as tartaric acid, or their calcium salts, sodium salts, and potassium salts are available, and they may be added alone or in combination of two or more thereof.

凝結調整剤の使用量は、CASガラス100重量部に対
して、通常0.1〜20重量部程度である。
The amount of the setting modifier used is usually about 0.1 to 20 parts by weight per 100 parts by weight of CAS glass.

本発明の各組成物を製造する際に使用する混合装置とし
ては、既存のいかなる攪拌装置も使用可能であり、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
)、■型ミキサー、ヘンシェルミキサー、ナウターミキ
サ−等が利用可能である。また、混合は、各々の材料を
施工時に混合してもよいし、あらかじめ一部若しくは全
部を混合しておいても差支えない。
Any existing stirring device can be used as a mixing device for producing each composition of the present invention, such as a tilting mixer, an omnimixer (manufactured by Chiyoda Giken Industries, Ltd.), a type mixer, and a Henschel mixer. , Nauta mixer, etc. can be used. In addition, each material may be mixed at the time of construction, or some or all of the materials may be mixed in advance.

本発明のセメント組成物の実際の施工方法については、
従来のモルタルあるいはコンクリートの施工の常法に準
拠すればよく、特別な装置、工法等は特に必要としない
Regarding the actual method of applying the cement composition of the present invention,
It is sufficient to follow conventional mortar or concrete construction methods, and no special equipment or construction methods are required.

(実施例) 以下、本発明を実施例によって、さらに詳しく説明する
(Example) Hereinafter, the present invention will be explained in more detail with reference to Examples.

実施例1 市販特級試薬のCaCO3、Al2O3、および5iO
zを混合し、300gをカーボンるつぼに入れ、高周波
炉で約2.000℃に加熱溶融した後、水中に入れ急冷
し、第1表に示したA−Nの14種のガラスを合成した
。なお、備考欄に示したように、A、B、HlJ 、K
 、NはCa0−Al 203−5ing系のガラス化
領域内に無いため、CaF2を外割りで1重量%添加し
、溶融径急冷することによりガラス化した。また、し、
M、Nは本発明以外の比較例である。これらのCASガ
ラスをそれぞれプレーン比表面積4,000 cn”7
gになるまで粉砕した。分析結果を第1表に併記する。
Example 1 Commercially available special grade reagents CaCO3, Al2O3, and 5iO
z was mixed, 300 g was placed in a carbon crucible, heated and melted at about 2.000° C. in a high frequency furnace, and then quenched in water to synthesize 14 types of glasses A to N shown in Table 1. In addition, as shown in the remarks column, A, B, HlJ, K
Since ,N was not within the vitrification region of the Ca0-Al203-5ing system, 1% by weight of CaF2 was added to the outside, and vitrification was performed by rapidly cooling the melt diameter. Also,
M and N are comparative examples other than the present invention. Each of these CAS glasses has a plane specific surface area of 4,000 cn”7
It was ground to a weight of g. The analysis results are also listed in Table 1.

次に、第2表に示す配合の混合物を作製し、圧縮強度と
中性化深さを測定した(W/Cは60%である)。
Next, a mixture having the composition shown in Table 2 was prepared, and the compressive strength and carbonation depth were measured (W/C was 60%).

(使用材料) 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 無機硫酸塩  :■型無水石膏、ブレーン比表面積5.
900国27g 反応性シリカ質物質 aニジリカヒユーム、フェロシリ コン製造時の副産物 b:珪酸ナトリウム(試薬) C:メタ珪酸ナトリウム(試薬) dニオパール質珪石 eニジリカゲル(試薬) 骨 材    =8号けい砂 (測定方法) 圧縮強度: JIS R5201に準拠。但し、養生条
件は、温度20℃、湿度65%RHである。
(Materials used) Cement: Ordinary Portland cement manufactured by Andes Cement Co., Ltd. Inorganic sulfate: ■-type anhydrite, Blaine specific surface area 5.
900 countries 27g Reactive siliceous substance a Rainbow cahuum, a by-product during the production of ferrosilicon b: Sodium silicate (reagent) C: Sodium metasilicate (reagent) d Niopal silica e Rainbow silica gel (reagent) Aggregate = No. 8 silica sand (measurement) Method) Compressive strength: Based on JIS R5201. However, the curing conditions were a temperature of 20° C. and a humidity of 65% RH.

中性化試験:住宅・都市整備公団 建設適合資材試験項
目のうち、「初期補修用プレ ミックスポリマーセメントモルタル」 の試験方法に準じ、10 X 10 X 10cmのモ
ルタル下地板に、混練物を厚さ5 n塗布して試験体とし、標準状態下 で14日間養生し、温度30℃、湿度60%RH,CO
z ta度5%の促進中性化試験室内の棚に30日間保
持した後、フ ェノールフタレイン1%溶液の呈色 反応により、中性化の判断を行った。
Carbonation test: According to the test method of "Premix polymer cement mortar for initial repair" of the Housing and Urban Development Corporation construction materials test items, the kneaded material was placed on a mortar base plate of 10 x 10 x 10 cm in thickness. 5 n was applied to make a test specimen, and it was cured for 14 days under standard conditions, at a temperature of 30°C and a humidity of 60% RH, CO
After being kept on a shelf in an accelerated neutralization test chamber at a 5% z ta degree for 30 days, neutralization was determined by a color reaction with a 1% phenolphthalein solution.

中性化深さの測定は試験体1個につ き6箇所とし、3個の試験体の合計 18個所の平均値を求めた。Measurement of carbonation depth is carried out for each specimen. 6 locations, total of 3 test specimens The average value of 18 locations was determined.

(発明の効果) 本発明により、強度発現性の良好な、中性化を受けにく
いセメント組成物が得られる。
(Effects of the Invention) According to the present invention, a cement composition that has good strength development properties and is less susceptible to carbonation can be obtained.

特許出願人 電気化学工業株式会社Patent applicant Denki Kagaku Kogyo Co., Ltd.

Claims (1)

【特許請求の範囲】 1、アルミノケイ酸カルシウムガラス、無機硫酸塩およ
び反応性シリカ質物質を主成分とすることを特徴とする
セメント混和材。 2、請求項1記載のセメント混和材、およびセメントを
主成分とすることを特徴とするセメント組成物。
[Claims] 1. A cement admixture characterized by containing calcium aluminosilicate glass, an inorganic sulfate, and a reactive siliceous substance as main components. 2. A cement composition comprising the cement admixture according to claim 1 and cement as main components.
JP29307890A 1990-10-30 1990-10-30 Cement admixture and cement composition Expired - Fee Related JP2975422B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006232603A (en) * 2005-02-24 2006-09-07 Denki Kagaku Kogyo Kk Cement composition

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006232603A (en) * 2005-02-24 2006-09-07 Denki Kagaku Kogyo Kk Cement composition
JP4691368B2 (en) * 2005-02-24 2011-06-01 電気化学工業株式会社 Cement composition

Also Published As

Publication number Publication date
JP2975422B2 (en) 1999-11-10

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