JPH05132346A - Aqueous solution of hydraulic cement admixture - Google Patents

Aqueous solution of hydraulic cement admixture

Info

Publication number
JPH05132346A
JPH05132346A JP29591191A JP29591191A JPH05132346A JP H05132346 A JPH05132346 A JP H05132346A JP 29591191 A JP29591191 A JP 29591191A JP 29591191 A JP29591191 A JP 29591191A JP H05132346 A JPH05132346 A JP H05132346A
Authority
JP
Japan
Prior art keywords
iron
cement
aqueous solution
admixture
chelating agent
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
JP29591191A
Other languages
Japanese (ja)
Inventor
Mikio Tsuchida
美喜夫 土田
Takashi Komori
隆 小森
Yuji Nakamura
裕二 中村
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.)
Nissan Chemical Corp
Original Assignee
Nissan Chemical Corp
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 Nissan Chemical Corp filed Critical Nissan Chemical Corp
Priority to JP29591191A priority Critical patent/JPH05132346A/en
Publication of JPH05132346A publication Critical patent/JPH05132346A/en
Pending 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
    • 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/0004Compounds chosen for the nature of their cations
    • C04B2103/0013Iron group metal compounds
    • C04B2103/0014Fe

Abstract

PURPOSE:To obtain the title aqueous solution improved in stability by formulating an inorganic acid iron salt with a chelating agent capable of forming an iron chelate compound at a specified molar ratio to the iron. CONSTITUTION:An inorganic acid iron salt containing 0.2-10wt.% of iron (e.g. FeSO4) is first incorporated with (A) 0.05-0.5mol per mol of the iron of a chelating agent capable of forming an iron chelate compound such as sodium gluconate and (B) an appropriate amount of a pH adjustor such as triethanolamine, and the resulting mixture is then dissolved in water into the objective stable aqueous solution. Thence, this solution, an admixture, is added to a cement composition comprising (1) hydraulic cement like Portland cement, (2) aggregate and (3) water at specified proportion so as to be >=0.001 (pref. >=0.01)wt.%, based on the cement, in the iron content of the admixture to prepare mortar, which is, in turn, cured to afford a cement-cured product of high initial compressive strength.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、水硬性セメント組成物
の初期強度の発現を促進させる硬化促進剤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hardening accelerator for promoting the development of initial strength of a hydraulic cement composition.

【0002】[0002]

【従来の技術】従来より、冬期の低温時の施工において
初期強度の発現を促進させるため、或は、セメント硬化
体の成形に型枠を使用するときはその型枠の回転率を高
めるために、未硬化セメント中にセメントの水和反応を
促進させる硬化促進剤を添加することが行われている。
こうしたセメントの硬化促進剤には、効果が顕著であ
り、且つ、安価に入手できる塩化カルシウムが最も広く
用いられていた。
2. Description of the Related Art Conventionally, in order to promote the development of initial strength in the construction at low temperature in winter, or to increase the rotation rate of the mold when the mold is used for molding hardened cement. A hardening accelerator that accelerates the hydration reaction of cement is added to uncured cement.
Calcium chloride, which has a remarkable effect and is inexpensively available, has been most widely used as such a hardening accelerator for cement.

【0003】しかしながら、コンクリートの耐久性の観
点から、1987年より塩化物の総量規制が強化されたの
で、鉄筋コンクリートには実質上塩化カルシウムは使用
できなくなっている。これに代わりうるべき無塩素タイ
プの硬化促進剤としては、アルカリ金属又はアルカリ土
類金属の硫酸塩、チオシアン酸塩、チオ硫酸塩、炭酸
塩、硝酸塩、亜硝酸塩等、多数にわたって提案されてい
る。
However, from the viewpoint of the durability of concrete, since the regulation of the total amount of chloride has been strengthened since 1987, calcium chloride cannot be practically used for reinforced concrete. As chlorine-free type curing accelerators that should be substituted for this, there have been proposed a large number of alkali metal or alkaline earth metal sulfates, thiocyanates, thiosulfates, carbonates, nitrates, nitrites and the like.

【0004】例えば、チオシアン酸塩とチオ硫酸塩を併
用するセメント組成物(特開昭60-21840)、亜硝酸カル
シウムとチオシアン酸塩を併用するセメント組成物(特
開昭61-141649 )、粉末アミドスルホン酸を使用するセ
メント組成物(特開平1-176255)、アミドスルホン酸塩
と水溶性アミノアルコールを併用するセメント組成物
(特開平1-246164)等が知られている。
For example, a cement composition containing thiocyanate and thiosulfate in combination (JP-A-60-21840), a cement composition containing calcium nitrite and thiocyanate in combination (JP-A-61-141649), powder A cement composition using amide sulfonic acid (JP-A-1-176255), a cement composition using an amide sulfonate and a water-soluble amino alcohol (JP-A-1-46164) and the like are known.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、これら
従来のものは、何れもセメントの硬化促進効果が充分で
ない。塩素イオンを含まずに、しかも優れたセメント硬
化促進性を有する如き水硬性セメント混和剤水溶液の提
供が望まれている。
However, none of these conventional ones has a sufficient effect of promoting hardening of cement. It is desired to provide a hydraulic cement admixture aqueous solution which does not contain chlorine ions and has an excellent cement hardening accelerating property.

【0006】[0006]

【課題を解決するための手段】本発明の水硬性セメント
混和剤水溶液は、鉄の無機酸塩中の鉄1モルに対し、鉄
キレート化合物を形成し得るキレート剤を0.05〜0.5 モ
ルの比率に溶解状態の当該鉄の無機酸塩とキレート剤と
を含有することを特徴とする。本発明に用いられる鉄の
無機酸塩としては、例えば、硫酸第1鉄、硫酸第2鉄、
硝酸第2鉄、亜硫酸鉄、リン酸鉄、チオシアン酸鉄、チ
オ硫酸鉄、フッ化鉄、ケイフッ化鉄、ホウ酸鉄等が挙げ
られ、特に、硫酸第1鉄、硫酸第2鉄、硝酸第2鉄等が
好ましい。
The hydraulic cement admixture aqueous solution of the present invention has a ratio of 0.05 to 0.5 mol of a chelating agent capable of forming an iron chelate compound to 1 mol of iron in an inorganic acid salt of iron. It is characterized in that it contains an inorganic acid salt of the iron in a dissolved state and a chelating agent. Examples of the inorganic acid salt of iron used in the present invention include ferrous sulfate, ferric sulfate,
Examples thereof include ferric nitrate, iron sulfite, iron phosphate, iron thiocyanate, iron thiosulfate, iron fluoride, iron silicofluoride, and iron borate. Particularly, ferrous sulfate, ferric sulfate, and ferric nitrate. 2 Iron or the like is preferable.

【0007】本発明に用いられるキレート剤としては、
一般に知られている鉄とキレート化合物を形成するキレ
ート剤を用いることができ、特に、クエン酸ナトリウ
ム、グルコン酸ナトリウム、酒石酸カリウムナトリウム
等が好ましい。本発明の水硬性セメント混和剤水溶液
は、上記鉄の無機酸塩とキレート剤との水溶液であっ
て、当該鉄の無機酸塩由来の鉄分 1モルに対して、当該
キレート剤0.05〜0.5 モル、好ましくは 0.1〜0.3 モル
程度の比率に含有する。そしてこの水溶液は、上記鉄の
無機酸塩由来の鉄分として 0.2〜10重量%、好ましくは
1〜3 重量%の上記鉄の無機酸塩濃度と、0.05〜5 重量
%、好ましくは0.2 〜2 重量%程度のキレート剤濃度を
有する。
As the chelating agent used in the present invention,
A generally known chelating agent that forms a chelate compound with iron can be used, and sodium citrate, sodium gluconate, potassium sodium tartrate and the like are particularly preferable. The hydraulic cement admixture aqueous solution of the present invention is an aqueous solution of the above-mentioned iron inorganic acid salt and a chelating agent, and the chelating agent 0.05 to 0.5 mol, relative to 1 mol of the iron content derived from the iron inorganic acid salt, It is preferably contained in a ratio of about 0.1 to 0.3 mol. And this aqueous solution is 0.2 to 10% by weight as iron content derived from the inorganic acid salt of iron, preferably
It has an iron acid salt concentration of 1 to 3% by weight and a chelating agent concentration of 0.05 to 5% by weight, preferably about 0.2 to 2% by weight.

【0008】本発明の水硬性セメント混和剤水溶液は、
本発明の目的が達成される限り他の添加剤を含有するこ
とができる。好ましい添加剤の例としては、セメント混
和剤として従来から使用されている減水剤、AE剤、AE減
水剤、高性能AE減水剤等を挙げることができる。本発明
の水硬性セメント混和剤水溶液と上記の好ましい添加剤
を混合して、均一で安定な水溶液を得るためには、水硬
性セメント混和剤水溶液のpHを中性とするのが望まし
い。水硬性セメント混和剤水溶液のpHを中性に調整する
には、水溶性アミノアルコールを上記水溶液に添加する
のが好ましい。
The hydraulic cement admixture aqueous solution of the present invention is
Other additives may be contained as long as the object of the present invention is achieved. Examples of preferred additives include water reducing agents, AE agents, AE water reducing agents, and high-performance AE water reducing agents that have been conventionally used as cement admixtures. In order to obtain a uniform and stable aqueous solution by mixing the hydraulic cement admixture aqueous solution of the present invention with the above-mentioned preferred additives, it is desirable to make the pH of the hydraulic cement admixture aqueous solution neutral. To adjust the pH of the hydraulic cement admixture aqueous solution to be neutral, it is preferable to add a water-soluble amino alcohol to the aqueous solution.

【0009】用いられる水溶性アミノアルコールとして
は、モノエタノールアミン、ジエタノールアミン、トリ
エタノールアミン、N,N-ジエチルエタノールアミン、N-
(β−アミノエチル)エタノールアミン、N-メチルエタ
ノールアミン、N-メチルジエタノールアミン又はこれら
の混合物等が例示され、特に、トリエタノールアミン、
モノエタノールアミン、ジエタノールアミン等が好まし
い。
As the water-soluble amino alcohol used, monoethanolamine, diethanolamine, triethanolamine, N, N-diethylethanolamine, N-
(Β-aminoethyl) ethanolamine, N-methylethanolamine, N-methyldiethanolamine or a mixture thereof and the like are exemplified, and particularly triethanolamine,
Monoethanolamine, diethanolamine and the like are preferable.

【0010】本発明の水硬性セメント混和剤水溶液が適
用されるセメントは、水和反応によって硬化を起こすも
のであって、例えば、普通ポルトランドセメント、早強
ポルトランドセメント、中庸熱ポルトランドセメント、
耐硫酸熱ポルトランドセメント、フライアッシュポルト
ランドセメント、シリカセメント、高炉セメント、白色
セメント、超早強ポルトランドセメント、ジェットセメ
ント等があげられる。また、通常の水硬性の石膏等にも
本発明の水硬性セメント混和剤水溶液は適用することが
できる。
The cement to which the hydraulic cement admixture aqueous solution of the present invention is applied causes hardening by a hydration reaction, and for example, ordinary Portland cement, early-strength Portland cement, moderate heat Portland cement,
Sulfuric acid heat resistant Portland cement, fly ash Portland cement, silica cement, blast furnace cement, white cement, super early strength Portland cement, jet cement and the like. Further, the aqueous solution of the hydraulic cement admixture of the present invention can be applied to ordinary hydraulic gypsum and the like.

【0011】[0011]

【作用】上記鉄の無機酸塩を含有させたセメント組成物
は、その硬化の際に高い初期強度を示し、これら鉄の無
機酸塩によって水硬性セメント組成物の初期強度の発現
が著しく促進することが見いだされた。けれども、上記
鉄の無機酸塩を高濃度に水に溶解させた水溶液は、長期
保存中に沈澱を生じ易く、安定なセメント混和剤水溶液
としては供給し難い。ところが、この鉄の無機酸塩の水
溶液に上記キレート剤を少量溶解させると、長期間保存
しても沈澱を生じることなく、均一な溶液を保持し、安
定な水溶液が得られることが見出された。恐らく、加え
られた少量のキレート剤は、この水溶液中で一部の鉄イ
オンと一緒に安定な錯体を形成すると共に残部の溶解し
ている鉄の無機酸塩の沈澱形成を防止しているものと考
えられる。
The cement composition containing the inorganic acid salt of iron exhibits a high initial strength upon hardening, and the inorganic acid salt of iron remarkably promotes the development of the initial strength of the hydraulic cement composition. It was found. However, an aqueous solution prepared by dissolving the above-mentioned inorganic acid salt of iron in water at a high concentration is likely to cause precipitation during long-term storage and is difficult to supply as a stable cement admixture aqueous solution. However, it has been found that when a small amount of the above chelating agent is dissolved in this aqueous solution of an inorganic acid salt of iron, a uniform solution is retained and a stable aqueous solution can be obtained without causing precipitation even after long-term storage. It was Possibly the added small amount of chelating agent forms a stable complex with some iron ions in this aqueous solution and prevents the precipitation of the rest of the dissolved iron mineral acid salt. it is conceivable that.

【0012】けれども、この水溶液に加えられるキレー
ト剤の量が、液中の鉄の無機酸塩由来の鉄分1 モルに対
して、0.05モル以下では充分な上記安定化効果を示さな
い。反対に、このキレート剤の添加量が、液中の鉄の無
機酸塩由来の鉄分 1モルに対し0.5 モル以上にも多い
と、得られる水溶液は安定であるが、これをセメントに
混和したときにセメントの硬化促進性を阻害するため好
ましくない。このキレート剤は、上記鉄の無機酸塩含有
のセメント混和剤水溶液を安定させる範囲内でできるだ
け少ない方が望ましい。
However, if the amount of the chelating agent added to this aqueous solution is 0.05 mol or less with respect to 1 mol of the iron component derived from the inorganic acid salt of iron in the liquid, the above stabilizing effect is not sufficiently exhibited. On the contrary, if the amount of this chelating agent added is more than 0.5 mol per 1 mol of iron derived from the inorganic acid salt of iron in the liquid, the resulting aqueous solution is stable, but when this is mixed with cement. Further, it is not preferable because it inhibits the hardening acceleration property of cement. It is desirable that the amount of this chelating agent be as small as possible within the range of stabilizing the above-mentioned aqueous cement admixture containing an inorganic acid salt of iron.

【0013】また、本発明の混和剤水溶液を中性付近の
pHに調整して用いる際、アミノアルコールで調整すると
NaOH等で調整したときよりも、同程度に安定な液を得る
のに必要なキレート剤の添加量は数分の一で済む。本発
明の水硬性セメント混和剤水溶液中の鉄の無機酸塩由来
の鉄分が、10重量%をこえると、水溶液は飽和溶解度を
こえ沈澱が生じ易くなり、反対に0.2 重量%以下になる
と硬化促進性能を有する鉄の無機酸塩の濃度が小さくな
るため、好ましくない。
Further, the admixture aqueous solution of the present invention may be added in the vicinity of neutral
When adjusting to pH and using amino alcohol
The addition amount of the chelating agent required to obtain an equally stable liquid is a fraction of that required when adjusted with NaOH or the like. When the content of iron derived from the inorganic acid salt of iron in the hydraulic cement admixture aqueous solution of the present invention exceeds 10% by weight, the aqueous solution exceeds the saturated solubility and precipitation is liable to occur. This is not preferable because the concentration of the inorganic iron acid salt having performance is reduced.

【0014】[0014]

【実施例】【Example】

実施例1 鉄の無機酸塩として硫酸第1鉄及び硫酸第2鉄を、キレ
ート剤としてグルコン酸ナトリウム(SGN)を、pH調整剤
として水酸化ナトリウム、トリエタノールアミン(TEA)
及びモノエタノールアミン(MEA)をそれぞれ用意し、こ
れらを水に溶解させることにより第1表記載の混和剤水
溶液を調製した。
Example 1 Ferrous sulfate and ferric sulfate as inorganic acid salts of iron, sodium gluconate (SGN) as a chelating agent, sodium hydroxide as a pH adjusting agent, and triethanolamine (TEA)
And monoethanolamine (MEA) were prepared and dissolved in water to prepare an aqueous admixture solution shown in Table 1.

【0015】 第1表 混 和 剤 混 和 剤 混和剤 鉄の無機酸塩 キレート剤 pH の 安 定 性 符号 と濃度 (%) と濃度(%) 調整剤 pH A FeSO4 10 無し ─── ── 1日以内に沈澱 B FeSO4 10 SGN 2 ─── ── 3カ月以上安定 C FeSO4 10 無し NaOH 3 1日以内に沈澱 D FeSO4 10 無し NaOH 7 1日以内に沈澱 E FeSO4 10 無し TEA 4 1日以内に沈澱 F FeSO4 10 無し TEA 7 1日以内に沈澱 G FeSO4 10 無し MEA 4 1日以内に沈澱 H FeSO4 10 無し MEA 7 1日以内に沈澱 I FeSO4 10 SGN 2 TEA 6 3カ月以上安定 J FeSO4 10 SGN 10 NaOH 6 3カ月以上安定 K Fe2(SO4)3 10 無し NaOH 2 1日以内に沈澱 L Fe2(SO4)3 10 無し NaOH 7 1日以内に沈澱 M Fe2(SO4)3 10 無し TEA 4 1日以内に沈澱 N Fe2(SO4)3 10 無し MEA 4 1日以内に沈澱 O Fe2(SO4)3 10 SGN 2 TEA 4 3カ月以上安定 P Fe2(SO4)3 10 SGN 2 MEA 4 3カ月以上安定 但し、同表中の%は重量%を表す。次いで、これら混和
剤水溶液を密閉容器中に保存し、20℃に保って水溶液の
安定性を観察した。その結果は、第1表に記載の通りで
ある。
Table 1  Admixture Admixture Admixture Iron inorganic acid salt Chelating agent pH stabilitySign And concentration (%) And concentration (%) Regulator pH   A FeSOFour 10 None ─── ── Precipitation within 1 day B FeSOFour 10 SGN 2 ─── ── Stable for 3 months or more C FeSOFour 10 None NaOH 3 Precipitation within 1 day D FeSOFour 10 None NaOH 7 Precipitation within 1 day E FeSOFour 10 None TEA 4 Precipitation within 1 day F FeSOFour 10 None TEA 7 Precipitation within 1 day G FeSOFour 10 None MEA 4 Precipitation within 1 day H FeSOFour 10 None MEA 7 Precipitation within 1 day I FeSOFour 10 SGN 2 TEA 6 Stable for over 3 months J FeSOFour 10 SGN 10 NaOH 6 Stable for over 3 months K Fe2(SOFour)310 None NaOH 2 Precipitation within 1 day L Fe2(SOFour)310 None NaOH 7 Precipitation within 1 day M Fe2(SOFour)310 None TEA 4 Precipitation within 1 day N Fe2(SOFour)310 None MEA 4 Precipitation within 1 day OFe2(SOFour)310 SGN 2 TEA 4 Stable for over 3 monthsP Fe 2 (SO 4 ) 3 10 SGN 2 MEA 4 Stable for 3 months or more However,% in the table represents% by weight. Then mix these
Store the agent solution in a closed container and keep it at 20 ° C to
Stability was observed. The results are shown in Table 1.
is there.

【0016】第1表の結果は、硫酸第1鉄または硫酸第
2鉄とグルコン酸ナトリウムを含有した水硬性セメント
混和剤水溶液は、長期の間沈澱を生ずることのない均一
で安定な水溶液であることを示している。また、上記第
1表記載の混和剤Iと、別途用意された市販の35重量%
のメラミン系高性能減水剤を等重量に混合することによ
り混和剤を調製し、上記と同様に安定性をテストしたと
ころ、3カ月以上安定であった。
The results in Table 1 show that the aqueous solution of hydraulic cement admixture containing ferrous sulfate or ferric sulfate and sodium gluconate is a homogeneous and stable aqueous solution which does not cause precipitation for a long period of time. It is shown that. In addition, the admixture I shown in Table 1 above and a separately prepared commercially available 35% by weight
The admixture was prepared by mixing the melamine-based high-performance water reducing agent of 1. in equal weight, and the stability was tested in the same manner as above. The stability was 3 months or more.

【0017】実施例2 普通ポルトランドセメント1 :川砂2 :水0.5 の配合に
更に第2表記載のセメントに対する添加量で混和剤を添
加してモルタルを調製し、温度5℃の湿気箱中で3日間
養生した後、圧縮強度を測定する試験を行った。第2表
に示すNo.1〜6の実験を行った。
Example 2 A mortar was prepared by adding an admixture to a mixture of ordinary Portland cement 1: river sand 2: water 0.5 in an amount to be added to the cement shown in Table 2, and the mortar was prepared in a humidity box at a temperature of 5 ° C. After curing for a day, a test for measuring the compressive strength was conducted. Experiments No. 1 to 6 shown in Table 2 were conducted.

【0018】 第2表 実験 No. 混和剤とその添加量 (%) 圧縮強度(Kgf/cm2) 1 無し 72 2 混和剤水溶液I 0.5 108 3 混和剤水溶液O 0.5 104 4 Ca(SCN)2水溶液 1.0 98 5 NaSCN 水溶液 1.0 99 6 CaCl2 水溶液 1.0 91 但し、第2表中の混和剤IとOは第1表に記載のもので
ある。No.4には別途用意された10重量% のCa(SCN)2水溶
液が、No.5には別途用意された10重量% のNaSCN 水溶液
が、そしてNo.6には別途用意されたCaCl2 24重量% とSG
N 1.5 重量% とTEA 1.2 重量% を含有する水溶液が用い
られた。
Table 2 Experiment No. Admixture and its addition amount (%) Compressive strength (Kgf / cm 2 ) 1 None 72 2 Admixture aqueous solution I 0.5 108 3 Admixture aqueous solution O 0.5 104 4 Ca (SCN) 2 aqueous solution 1.0 98 5 NaSCN aqueous solution 1.0 99 6 CaCl 2 aqueous solution 1.0 91 However, the admixtures I and O in Table 2 are as shown in Table 1. No. 4 has a separately prepared 10 wt% Ca (SCN) 2 aqueous solution, No. 5 has a separately prepared 10 wt% NaSCN aqueous solution, and No. 6 has a separately prepared CaCl 2 aqueous solution. 24 wt% and SG
An aqueous solution containing 1.5 wt% N and 1.2 wt% TEA was used.

【0019】No.1は添加剤を加えない比較例であり、N
o.2〜3は本発明の実施例であり、No.4〜6は従来の混
和剤を添加した比較例である。第2表の圧縮強度をみる
と、硫酸第1鉄または硫酸第2鉄と共に更にグルコン酸
ナトリウムとトリエタノールアミンを含有した混和剤
は、従来の硬化促進剤の添加量よりも低い添加量である
にも係わらず、著しく高い初期強度を与えることを示し
ている。
No. 1 is a comparative example in which no additive is added.
o.2 to 3 are examples of the present invention, and Nos. 4 to 6 are comparative examples in which a conventional admixture is added. Looking at the compressive strength in Table 2, the admixture containing ferrous sulfate or ferric sulfate together with sodium gluconate and triethanolamine has a lower addition amount than the conventional curing accelerator. Nevertheless, it is shown that it gives a remarkably high initial strength.

【0020】[0020]

【発明の効果】実施例に示した様に、本発明によると、
長期の間、沈澱を生ずることのない均一で安定な水硬性
セメント混和剤水溶液が得られる。本発明の水硬性セメ
ント混和剤水溶液を用いたセメント組成物は、著しく高
い初期強度を示す。かかるセメント硬化促進効果は、本
発明の水硬性セメント混和剤水溶液を、この液中の鉄の
無機酸塩由来の鉄分として、セメントに対して 0.001重
量%以上、好ましくは0.01重量%以上セメントに加える
ことによって充分に得られる。けれども、1 重量%以上
もの多量に加えてもその割には促進効果が向上せず、コ
スト高となる。
As shown in the examples, according to the present invention,
A uniform and stable hydraulic cement admixture aqueous solution that does not cause precipitation for a long period of time is obtained. The cement composition using the hydraulic cement admixture aqueous solution of the present invention exhibits remarkably high initial strength. Such a cement hardening accelerating effect is obtained by adding the hydraulic cement admixture aqueous solution of the present invention to the cement as iron content derived from the inorganic acid salt of iron in the solution, which is 0.001% by weight or more, and preferably 0.01% by weight or more with respect to the cement. It can be fully obtained. However, even if it is added in a large amount of 1% by weight or more, the promotion effect is not improved and the cost becomes high.

【0021】本発明の水硬性セメント混和剤水溶液は、
常法により、セメント、水、細骨材、粗骨材等と混合し
たセメントペースト、モルタル、コンクリートの何れの
形態のセメント混練物にも用いることができる。そして
これら混練物は通常の方法で施工することができる。
The hydraulic cement admixture aqueous solution of the present invention is
By a conventional method, it can be used as a cement kneaded product in any form of cement paste, mortar and concrete mixed with cement, water, fine aggregate, coarse aggregate and the like. And these kneaded materials can be applied by a usual method.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鉄の無機酸塩中の鉄1モルに対し、鉄キ
レート化合物を形成し得るキレート剤を0.05〜0.5 モル
の比率に溶解状態の当該鉄の無機酸塩とキレート剤とを
含有することを特徴とする安定な水硬性セメント混和剤
水溶液。
1. An iron inorganic salt of an iron salt and a chelating agent are contained in a ratio of 0.05 to 0.5 mol of a chelating agent capable of forming an iron chelate compound with respect to 1 mole of iron in the iron inorganic salt. A stable hydraulic cement admixture aqueous solution characterized by:
JP29591191A 1991-11-12 1991-11-12 Aqueous solution of hydraulic cement admixture Pending JPH05132346A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29591191A JPH05132346A (en) 1991-11-12 1991-11-12 Aqueous solution of hydraulic cement admixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29591191A JPH05132346A (en) 1991-11-12 1991-11-12 Aqueous solution of hydraulic cement admixture

Publications (1)

Publication Number Publication Date
JPH05132346A true JPH05132346A (en) 1993-05-28

Family

ID=17826740

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29591191A Pending JPH05132346A (en) 1991-11-12 1991-11-12 Aqueous solution of hydraulic cement admixture

Country Status (1)

Country Link
JP (1) JPH05132346A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020165371A1 (en) * 2019-02-15 2020-08-20 Holcim Technology Ltd Use of an acidic salt of iron (iii) as additive for cement, mortar or concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020165371A1 (en) * 2019-02-15 2020-08-20 Holcim Technology Ltd Use of an acidic salt of iron (iii) as additive for cement, mortar or concrete

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