JPH11310443A - Admixture for cement and production of cement-based hardened product - Google Patents
Admixture for cement and production of cement-based hardened productInfo
- Publication number
- JPH11310443A JPH11310443A JP13270098A JP13270098A JPH11310443A JP H11310443 A JPH11310443 A JP H11310443A JP 13270098 A JP13270098 A JP 13270098A JP 13270098 A JP13270098 A JP 13270098A JP H11310443 A JPH11310443 A JP H11310443A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- nitrite
- amines
- admixture
- pts
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/10—Accelerators; Activators
- C04B2103/12—Set accelerators
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/10—Accelerators; Activators
- C04B2103/14—Hardening accelerators
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、土木・建築分野に
おいて、モルタルまたはコンクリートを型枠に打設後、
早期に強度を発現させることで、養生時間の短縮および
養生コストの低減に有効であり、更に加熱および/また
は加圧成形により良好な形状保持性を付与し得るセメン
ト用混和剤と、これを用いたセメント系硬化体の製造方
法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the field of civil engineering and construction, in which mortar or concrete is cast into a formwork.
A cement admixture, which is effective for shortening the curing time and reducing the curing cost by expressing strength at an early stage, and which can provide good shape retention by heating and / or pressure molding, and And a method for producing a hardened cementitious material.
【0002】[0002]
【従来の技術】一般に、モルタルおよびコンクリート製
品(以下、セメント系硬化体という)の製造は、コンク
リートの混練→型枠への打設→養生→脱型等の工程から
成る。かかる工程のうち、打設から脱型までの時間(養
生時間)を短縮して型枠の回転率を上げることが、製造
コストを低減する上で重要である。養生時間の短縮のた
めに、従来から蒸気養生が用いられているが、それでも
脱型までに数時間を要し、また蒸気養生にかかる燃料コ
ストも製造コストを上げる要因となっている。2. Description of the Related Art In general, the production of mortar and concrete products (hereinafter referred to as a cement-based hardened product) includes the steps of kneading concrete → casting into a mold → curing → demolding. In such a process, it is important to shorten the time from curing to demolding (curing time) to increase the rotation rate of the mold in order to reduce manufacturing costs. Conventionally, steam curing is used to shorten the curing time, but it still takes several hours to remove the mold, and the fuel cost of steam curing also increases the production cost.
【0003】一方、蒸気養生に依らずにセメント系硬化
体の早期強度を得る目的で、各種の添加材が以前から使
用されている。かかる添加材として、例えば、塩化カル
シウム等の塩類、またはカルシウムアルミネート、カル
シウムサルフォアルミネート、カルシウムフロロアルミ
ネート、仮焼ミョウバン若しくは硫酸アルミニウム等の
鉱物系材料、およびこれら鉱物系材料に石膏を組合わせ
た速硬性混和材が挙げられる。[0003] On the other hand, various additives have been used for the purpose of obtaining an early strength of a cement-based hardened product without depending on steam curing. As such an additive, for example, salts such as calcium chloride, or mineral materials such as calcium aluminate, calcium sulfoaluminate, calcium fluoroaluminate, calcined alum or aluminum sulfate, and gypsum are formed on these mineral materials. The combined quick-hardening admixture is included.
【0004】しかし、塩化カルシウムは、塩素イオンに
よるコンクリート中の鉄筋の腐食、凍結融解抵抗性の低
下および乾燥収縮の増大等の欠点を有するため、利用分
野が無筋コンクリートの一部に限られている。また、鉱
物系材料を主成分とする速硬性混和材は、カルシウムア
ルミネート水和物またはエトリンガイト若しくはモノサ
ルフェート水和物などのカルシウムサルフォアルミネー
ト水和物等を多量に生成させて速硬性を発現させる作用
を有する。しかし、これらはアルミニウム成分と硫酸イ
オン成分を多く含有するため、養生方法や使用環境によ
っては、セメントの凝結・硬化が終了した後に未反応の
カルシウム成分、アルミニウム成分と硫酸イオン成分が
反応して遅延性のエトリンガイトが生成し、硬化体に膨
張亀裂が発生する危険性が指摘されている。更に、かか
る添加材、特に鉱物系材料は、硬化促進作用を増大させ
るべく添加量を多くすると、凝結時間が著しく短縮して
可使時間が十分確保できず、作業に支障をきたす場合が
ある。However, calcium chloride has drawbacks such as corrosion of reinforcing steel in concrete due to chloride ions, a decrease in freeze-thaw resistance, and an increase in drying shrinkage. I have. In addition, a quick-setting admixture containing a mineral material as a main component generates a large amount of calcium aluminate hydrate or calcium sulfoaluminate hydrate such as ettringite or monosulfate hydrate, thereby improving quick-setting properties. It has the effect of expressing. However, since these contain a large amount of aluminum component and sulfate ion component, depending on the curing method and usage environment, the unreacted calcium component, aluminum component and sulfate ion component react after the setting and hardening of the cement are completed, and they are delayed. It has been pointed out that there is a risk that ettringite, which is soluble, may be formed and an expanded crack is generated in the cured product. Further, when the amount of such an additive, particularly a mineral-based material, is increased to increase the effect of accelerating the hardening, the setting time is remarkably shortened, and the pot life cannot be sufficiently secured, which may hinder the work.
【0005】その他の早期脱型方法として、振動成形ま
たは加圧振動成形等が知られている。この方法は、水セ
メント比を小さくして混練したスランプゼロの超固練り
コンクリートを打設後、振動のみまたは加圧と振動を同
時に負荷して成形する方法である。しかし、この方法で
は振動を加える際に発生する騒音が周辺環境に悪影響を
及ぼす他、コンクリート製品の表面に大きな空隙が残留
して美観に劣るという欠点がある。[0005] As other early demolding methods, vibration molding or pressure vibration molding is known. This method is a method in which a slump-zero ultra-solid kneaded concrete kneaded with a low water-cement ratio is cast and then molded by applying only vibration or simultaneously applying pressure and vibration. However, this method has the drawback that the noise generated when applying vibration adversely affects the surrounding environment, and that large voids remain on the surface of the concrete product, resulting in poor aesthetics.
【0006】[0006]
【発明が解決しようとする課題】上記したように、従来
技術の主な欠点として以下のものを挙げることができ
る。すなわち、添加材の欠点として i)モルタル・コンクリートに速硬性を付与できても、
凝結が著しく早くなりすぎて十分な作業時間が確保でき
ない。 ii)得られたセメント系硬化体が長期の安定性に欠け
る。 また、振動成形または加圧振動成形等の方法の欠点とし
て騒音が発生する。等である。As described above, the main disadvantages of the prior art are as follows. That is, as a drawback of the additive, i) Even if mortar / concrete can be imparted with rapid hardening,
The setting is remarkably fast and a sufficient working time cannot be secured. ii) The obtained cement-based cured product lacks long-term stability. In addition, noise is generated as a disadvantage of methods such as vibration molding and pressure vibration molding. And so on.
【0007】以上の状況に鑑み、本発明者らは、作業時
間を確保しつつ早期脱型を可能にすると共に硬化体の耐
久性を低下させないセメント用混和剤と、これを用いた
セメント系硬化体の製造方法を鋭意検討した結果、アミ
ン類と亜硝酸塩を組み合わせることにより、上記の目的
を達成できることを見出し本発明を完成した。In view of the above situation, the present inventors have developed a cement admixture that enables early demolding while ensuring working time and does not reduce the durability of a cured product, and a cement-based curing agent using the same. As a result of intensive studies on the method for producing the body, the present inventors have found that the above object can be achieved by combining amines and nitrite, and completed the present invention.
【0008】[0008]
【課題を解決するための手段】すなわち、本発明は、
1)アミン類と亜硝酸塩を主成分とするセメント用混和
剤を提供するものである。アミン類または亜硝酸塩は、
凝結および硬化を促進する作用は知られていたが、それ
ぞれの単独使用ではモルタル・コンクリート等の可使時
間の確保が困難であった。これに対し、本発明はアミン
類と亜硝酸塩を組み合わせた当該セメント用混和剤を用
いることにより、初めて凝結・硬化促進作用と可使時間
の調整を可能にした。また、当該セメント用混和剤は、
2)アミン類100重量部に対し、亜硝酸塩を無水物換
算で10重量部以上含み、更には、3)アミン類100
重量部に対し、減水剤を固形分換算で5重量部以上含む
ものである。加えて、本発明は4)セメントペースト、
モルタル、コンクリートに、アミン類および亜硝酸塩、
または、アミン類、亜硝酸塩および減水剤を添加し、加
熱および/または加圧して成形することを特徴とするセ
メント系硬化体の製造方法を提供するものである。That is, the present invention provides:
1) To provide an admixture for cement containing amines and nitrite as main components. Amines or nitrites are
The effect of accelerating the setting and hardening was known, but it was difficult to secure the pot life of mortar, concrete or the like when used alone. On the other hand, the present invention makes it possible for the first time to adjust the setting and hardening action and to adjust the pot life by using the admixture for cement in which amines and nitrite are combined. In addition, the admixture for the cement,
2) 100 parts by weight of amines, 10% by weight or more of nitrite in terms of anhydride, and 3) 100% by weight of amines
It contains 5 parts by weight or more of a water reducing agent in terms of solid content based on parts by weight. In addition, the present invention provides 4) cement paste,
Mortar, concrete, amines and nitrite,
Another object of the present invention is to provide a method for producing a cement-based cured product, which comprises adding an amine, a nitrite and a water reducing agent, and heating and / or pressurizing the molded product.
【0009】本発明に係るアミン類は、例えば、ジエタ
ノールアミン、トリエタノールアミン、トリプロパノー
ルアミンまたはトリイソプロパノールアミンなどのアル
カノールアミン等の1種または2種以上が使用できる。
中でも、トリエタノールアミンまたはジエタノールアミ
ンは、凝結および硬化促進作用、特に凝結の促進作用に
優れる点で好適である。As the amines according to the present invention, for example, one or more kinds of alkanolamines such as diethanolamine, triethanolamine, tripropanolamine and triisopropanolamine can be used.
Among them, triethanolamine or diethanolamine is preferable because it has an excellent effect of accelerating coagulation and hardening, particularly an effect of accelerating coagulation.
【0010】また、本発明に係る亜硝酸塩は、亜硝酸カ
ルシウム、亜硝酸ナトリウム、亜硝酸カリウム等の1種
または2種以上が使用できる。中でも、亜硝酸カルシウ
ムが硬化・促進作用に優れていて好適である。亜硝酸塩
は、単独での硬化・促進作用の他、アミン類と共に使用
した場合、モルタル・コンクリート等の可塑性を増加さ
せることに加え、アミン類による凝結の過剰な促進を抑
制し可使時間を確保する役割を担う。亜硝酸塩の使用量
は、アミン類100重量部に対し10重量部以上が好ま
しく、20重量部以上5000重量部以下がより好まし
い。さらに40重量部以上4000重量部以下が一層好
ましい。10重量部未満では、アミン類の過剰な凝結促
進を抑制できない場合がある。尚、アミン類および亜硝
酸塩は、鋼材の腐食抑制作用が知られており、本セメン
ト用混和剤は、鉄筋、型枠等に対し防錆効果が期待でき
る。Further, as the nitrite according to the present invention, one or more of calcium nitrite, sodium nitrite and potassium nitrite can be used. Among them, calcium nitrite is preferable because of its excellent hardening and accelerating action. Nitrite has a hardening / acceleration effect by itself, and when used with amines, in addition to increasing the plasticity of mortar, concrete, etc., suppresses excessive promotion of coagulation by amines and secures the pot life. Play a role. The amount of nitrite used is preferably at least 10 parts by weight, more preferably at least 20 parts by weight and not more than 5000 parts by weight, per 100 parts by weight of the amines. Further, the amount is more preferably 40 parts by weight or more and 4000 parts by weight or less. If the amount is less than 10 parts by weight, excessive coagulation of amines may not be suppressed. In addition, amines and nitrites are known to have a corrosion inhibiting effect on steel materials, and the present admixture for cement can be expected to have a rust-preventing effect on reinforcing bars, formwork, and the like.
【0011】また、本発明において減水剤は、セメン
ト、骨材(細骨材、粗骨材)および水等からなる混練物
に可塑性および流動性を付与することにより、混練水の
使用量を減らして凝結、硬化を早めセメント系硬化体の
強度を増進させる役割を担う。かかる減水剤として、リ
グニンスルホン酸、ナフタレンスルホン酸・ホルマリン
縮合物、ポリカルボン酸またはこれらの塩等の減水剤、
AE減水剤、高性能減水剤または高性能AE減水剤の1
種または2種以上が使用可能である。減水剤の使用量
は、アミン類100重量部に対し、固形分換算で5重量
部以上が好適で、より好ましくは10重量部以上100
0重量部以下である。さらに20重量部以上800重量
部以下が一層好ましい。5重量部未満では、混練物に十
分な可塑性および流動性を付与できない場合がある。In the present invention, the water reducing agent reduces the amount of kneading water by imparting plasticity and fluidity to a kneaded material comprising cement, aggregate (fine aggregate, coarse aggregate) and water. It has the role of accelerating the setting and hardening to increase the strength of the cement-based hardened body. As such a water reducing agent, a water reducing agent such as lignin sulfonic acid, naphthalene sulfonic acid / formalin condensate, polycarboxylic acid or a salt thereof,
One of AE water reducer, high performance water reducer or high performance AE water reducer
Species or two or more can be used. The amount of the water reducing agent used is preferably 5 parts by weight or more, more preferably 10 parts by weight or more and 100 parts by weight, based on 100 parts by weight of amines.
0 parts by weight or less. Further, the amount is more preferably from 20 parts by weight to 800 parts by weight. If the amount is less than 5 parts by weight, sufficient plasticity and fluidity may not be imparted to the kneaded material.
【0012】本発明に係るセメント用混和剤が使用でき
るセメントは、普通ポルトランドセメント、早強ポルト
ランドセメント等のポルトランドセメント類、高炉セメ
ント、シリカセメントまたはフライアッシュセメント等
の混合セメントなどのJISに規定されているセメント
の他、白色セメント、超速硬性セメント等の特殊セメン
トなどが挙げられる。Cement which can be used as the admixture for cement according to the present invention is specified in JIS such as Portland cements such as ordinary Portland cement and early-strength Portland cement, blast furnace cement, silica cement and mixed cement such as fly ash cement. Other cements such as white cement and ultra-rapid hardening cement.
【0013】当該セメント用混和剤の使用量は、セメン
ト100重量部に対して、アミン類で0.01〜3重量
部、亜硝酸塩の無水物換算で0.05〜5重量部、減水
剤の固形物換算で0.02〜3重量部の範囲が好まし
い。さらに、アミン類で0.02〜2重量部、亜硝酸塩
の無水物換算で0.1〜3重量部、減水剤の固形物換算
で0.05〜2重量部の範囲がより一層好ましい。The amount of the admixture for cement used is 0.01 to 3 parts by weight for amines, 0.05 to 5 parts by weight in terms of anhydrous nitrite, and 100 to 100 parts by weight of cement. The range of 0.02 to 3 parts by weight in terms of solids is preferable. Further, the range is more preferably 0.02 to 2 parts by weight for amines, 0.1 to 3 parts by weight in terms of anhydrous nitrite, and 0.05 to 2 parts by weight in terms of solids of the water reducing agent.
【0014】尚、本発明のセメント用混和剤は、前記の
速硬性混和材と併用しても良く、本発明のセメント用混
和剤を添加することによるセメント系硬化体の耐久性低
下はみられない。The admixture for cement of the present invention may be used in combination with the above-mentioned quick-setting admixture, and the addition of the admixture for cement of the present invention does not reduce the durability of the hardened cementitious product. Absent.
【0015】本発明のセメント用混和剤の使用方法は、
以下に示す態様が可能である。 1)アミン類と亜硝酸塩、および必要に応じて減水剤
を、別々に、モルタル・コンクリート等に添加して混練
する。 2)アミン類と亜硝酸塩、および必要に応じて減水剤
を、予め混合した混合物の形で、モルタル・コンクリー
ト等に添加して混練する。 3)2)の混合物を溶解した混練水を、モルタル・コン
クリート等に添加して混練する。 4)アミン類、亜硝酸塩、減水剤の1種以上を、予めセ
メントに混合してセメント組成物として使用する。何れ
の方法によっても、当該セメント用混和剤の凝結・硬化
促進作用等は変わらない。The method of using the cement admixture of the present invention is as follows.
The following embodiments are possible. 1) Amine, nitrite and, if necessary, a water reducing agent are separately added to mortar / concrete or the like and kneaded. 2) Add amines and nitrites and, if necessary, water reducing agents to mortar / concrete or the like in the form of a premixed mixture and knead them. 3) Kneading water in which the mixture of 2) is dissolved is added to mortar, concrete or the like and kneaded. 4) One or more of amines, nitrites, and water reducing agents are preliminarily mixed with cement and used as a cement composition. Either method does not change the setting / hardening promoting action of the admixture for cement.
【0016】本発明のセメント系硬化体の製造方法は、
上記のセメント用混和剤の使用方法によりモルタル・コ
ンクリート等を混練して、可塑性、流動性を付与した後
に型枠に投入し、加熱および/または加圧して成形す
る。加熱により、セメントの水和反応が促進することに
加えて特にアミン類の凝結促進作用が一層増大する。ま
た、亜硝酸塩および減水剤の可塑作用によりモルタル・
コンクリート中の混練水は移動し易くなっており、加圧
すると余剰の水が除去されて硬化体の組織がより緻密に
なる。The method for producing a cement-based cured product of the present invention comprises:
Mortar, concrete and the like are kneaded by the above-mentioned method of using the admixture for cement, and plasticity and fluidity are imparted. Then, the mixture is poured into a mold, and heated and / or pressed to be molded. Heating not only accelerates the hydration reaction of the cement, but also further enhances the setting promoting action of amines in particular. In addition, the plastic action of nitrite and water reducing agent
The kneading water in the concrete is easy to move, and when pressurized, excess water is removed and the structure of the hardened body becomes more dense.
【0017】加熱温度および加圧圧力は、成形できる範
囲内であれば特に制限されないが、例えば、加熱温度は
25〜100℃、加圧圧力は2〜20N/mm2が好ま
しく、加熱温度は50〜100℃、加圧圧力は4〜20
N/mm2がより一層好ましい。また、加熱と加圧を同
時に負荷すると上記の作用が相乗的に発揮され更に効果
的である。成形時間は10秒〜15分でよく、加熱温度
が高いほど、また加圧圧力が高いほど成形時間を短縮で
きる。The heating temperature and the pressing pressure are not particularly limited as long as they are within the range in which molding can be performed. For example, the heating temperature is preferably 25 to 100 ° C., the pressing pressure is preferably 2 to 20 N / mm 2 , and the heating temperature is 50. ~ 100 ° C, pressurizing pressure is 4 ~ 20
N / mm 2 is even more preferred. Further, when the heating and the pressurizing are simultaneously applied, the above effects are synergistically exerted, which is more effective. The molding time may be from 10 seconds to 15 minutes, and the molding time can be shortened as the heating temperature is increased and as the pressure is increased.
【0018】当該製造方法において、アミン類の使用量
は、セメント100重量部に対し、0.05〜3重量
部、好ましくは0.1〜2重量部である。0.05重量
部未満だと成形性が十分でなく、3重量部を超えると擬
凝結の恐れが出てくる。また、可塑性の付与および可使
時間の確保のために亜硝酸塩(無水物換算)および減水
剤(固形分換算)の使用量は、アミン類100重量部に
対して、それぞれ10重量部以上が好ましい。In the production method, the amine is used in an amount of 0.05 to 3 parts by weight, preferably 0.1 to 2 parts by weight, based on 100 parts by weight of the cement. If the amount is less than 0.05 part by weight, the formability is not sufficient, and if the amount is more than 3 parts by weight, there is a possibility of pseudo-caking. The amount of nitrite (in terms of anhydride) and the amount of water reducing agent (in terms of solid content) used are preferably at least 10 parts by weight, based on 100 parts by weight of amines, for the purpose of imparting plasticity and ensuring the pot life. .
【0019】混練水の使用量は、モルタル・コンクリー
ト等に可塑性および流動性を付与できる範囲内で、少な
い方が高い強度が得られ好ましい。例えば、水セメント
比で0.5以下が好ましく、0.4以下がより好まし
い。The amount of the kneading water used is preferably within a range where plasticity and fluidity can be imparted to mortar, concrete, etc., because a smaller strength is obtained because of higher strength. For example, the water cement ratio is preferably 0.5 or less, more preferably 0.4 or less.
【0020】尚、本発明のセメント用混和剤の使用に際
し、スラグ、フライアッシュ、シリカヒューム、炭酸カ
ルシウム粉末等の混和材、ポリマーディスパージョン、
再乳化型粉末樹脂等の混和剤、または、ガラス、ビニロ
ン、ポリエチレン、ポリプロピレン等の繊維を使用して
も、本セメント用混和剤の作用を阻害せず、併用可能で
ある。When the admixture for cement of the present invention is used, admixtures such as slag, fly ash, silica fume and calcium carbonate powder, polymer dispersion,
Even when an admixture such as a re-emulsifying powder resin or a fiber such as glass, vinylon, polyethylene, or polypropylene is used, the effect of the present admixture for cement can be used without impairment.
【0021】[0021]
【実施例】以下に、実施例により本発明を詳細に説明す
るが、本発明はこれらに限定されるものではない。EXAMPLES The present invention will be described below in detail with reference to examples, but the present invention is not limited to these examples.
【0022】(試験例1)表1に示す配合のセメント用
混和剤を混練水に溶解して添加し、水セメント比が0.
35のセメントペーストを作成した。自動凝結試験機に
より、かかるセメントペーストの凝結時間(始発および
終結)を測定した。この測定結果を表1に示す。減水剤
のみ含むNo.1−8(比較例)は、凝結が著しく遅
い。しかし、トリエタノールアミン、亜硝酸カルシウム
および減水剤を含むNo.1−1〜No.1−7(実施
例)はいずれも凝結が早く、しかも、No.1−1〜N
o.1−5、またはNo.1−6およびNo.1−7に
示すように、亜硝酸カルシウムの添加量の増加に伴い凝
結時間が延長し、可使時間の調節が容易であることが分
かる。また、トリエタノールアミンおよび減水剤を含み
亜硝酸カルシウムを含まないNo.1−9(比較例)
は、凝結が異常に早く使用できない。更に、亜硝酸カル
シウムおよび減水剤を含みトリエタノールアミンを含ま
ないNo.1−10(比較例)では凝結促進効果が低
い。従って、トリエタノールアミンは凝結を促進する機
能を、また、亜硝酸カルシウムは可使時間を任意に調節
する機能を担い、かつ両者の一定の組み合わせによって
初めて本発明の目的を達成できることが分かる。Test Example 1 A cement admixture having the composition shown in Table 1 was dissolved in kneading water and added.
35 cement pastes were made. The setting time (start and end) of the cement paste was measured by an automatic setting tester. Table 1 shows the measurement results. No. containing only water reducing agent 1-8 (Comparative Example) has remarkably slow setting. However, No. 3 containing triethanolamine, calcium nitrite and a water reducing agent. 1-1. In all of Examples 1-7 (Examples), the setting was fast, and 1-1 to N
o. 1-5 or No. 1 Nos. 1-6 and No. 1; As shown in 1-7, it can be seen that the setting time is prolonged with an increase in the amount of calcium nitrite added, and that the pot life can be easily adjusted. No. 3 containing triethanolamine and a water reducing agent and not containing calcium nitrite. 1-9 (comparative example)
Cannot be used abnormally quickly. Further, No. 3 containing calcium nitrite and a water reducing agent and not containing triethanolamine. In 1-10 (Comparative Example), the setting promotion effect is low. Therefore, it is understood that triethanolamine has a function of accelerating coagulation, calcium nitrite has a function of arbitrarily adjusting the pot life, and the object of the present invention can be achieved only by a certain combination of both.
【0023】[0023]
【表1】 [Table 1]
【0024】尚、試験例1〜3において使用した材料を
以下に示す。 セメント:普通ポルトランドセメント、早強ポルトラン
ドセメント(秩父小野田社製) 砂:豊浦標準砂 トリエタノールアミン:試薬特級(関東化学社製) 亜硝酸カルシウム:試薬特級(関東化学社製) 減水剤A:コアフローNP−55(秩父小野田社製) 減水剤B:コアフローCP−300(秩父小野田社製)The materials used in Test Examples 1 to 3 are shown below. Cement: ordinary Portland cement, early strength Portland cement (made by Chichibu Onoda) Sand: Toyoura standard sand Triethanolamine: reagent grade (manufactured by Kanto Kagaku) Calcium nitrite: reagent grade (made by Kanto Kagaku) Water reducing agent A: core flow NP-55 (made by Chichibu Onoda) Water reducer B: Core Flow CP-300 (made by Chichibu Onoda)
【0025】(試験例2)表3に示す配合のセメント用
混和剤を添加して表2に示す配合のモルタルを混練し、
4cm×4cm×16cmの型枠に打設後、湿空養生し
て試験体を作成し、材令12時間のモルタルの圧縮強度
を測定した。測定結果を表3に示す。減水剤のみを添加
したNo.2−4(比較例)は圧縮強度が低い.しか
し、トリエタノールアミン、亜硝酸カルシウムおよび減
水剤を添加したNo.2−1〜No.2−3(実施例)
は圧縮強度が高く、亜硝酸カルシウムの添加量に応じて
圧縮強度は増進することが分かる。従って、亜硝酸カル
シウムは、試験例1に示す可使時間の調節の他に圧縮強
度の増進に有効である。(Test Example 2) A mortar having a composition shown in Table 2 was kneaded with an admixture for cement having a composition shown in Table 3 and kneaded.
After being cast in a 4 cm × 4 cm × 16 cm formwork, a test piece was prepared by humid curing, and the compressive strength of the mortar for 12 hours was measured. Table 3 shows the measurement results. No. 1 containing only the water reducing agent. 2-4 (comparative example) has low compressive strength. However, No. 3 containing triethanolamine, calcium nitrite and a water reducing agent was used. 2-1 to No. 2-3 (Example)
Shows that the compressive strength is high, and the compressive strength increases according to the amount of calcium nitrite added. Therefore, calcium nitrite is effective for adjusting the pot life shown in Test Example 1 and for increasing the compressive strength.
【0026】[0026]
【表2】 [Table 2]
【0027】[0027]
【表3】 [Table 3]
【0028】(試験例3)表5に示す配合のセメント用
混和剤を添加して表4に示すモルタルを混練し、表5に
示す成形条件で加熱・加圧成形して30mm×150m
m×厚み10mmの試験体を作成した。試験体の両端を
固定して、自重により破壊しない曲げ強度が発現するま
での加熱および/または加圧に要した時間を成形時間と
して測定した。測定結果を表5に示す。減水剤のみを添
加したNo.3−9(比較例)は、加熱温度70℃、加
圧圧力10N/mm2の成形条件でも、成形時間が15
分以内では成形不能であった。一方、トリエタノールア
ミン、亜硝酸カルシウムおよび減水剤を添加したNo.
3−1〜No.3−8(実施例)は、加熱温度25℃〜
90℃および加圧圧力1〜10N/mm2の範囲の成形
条件で、成形時間が1〜12分と、比較例に比べ成形時
間を大幅に短縮できた。(Test Example 3) A mortar shown in Table 4 was kneaded by adding an admixture for cement having the composition shown in Table 5, and then heated and pressed under the molding conditions shown in Table 5 to obtain a 30 mm x 150 m.
Specimens of mx 10 mm in thickness were prepared. The time required for heating and / or pressing until the bending strength that does not break due to its own weight was developed with both ends of the test body fixed was measured as the molding time. Table 5 shows the measurement results. No. 1 containing only the water reducing agent. 3-9 (Comparative Example) shows that the molding time was 15 minutes even under the molding conditions of a heating temperature of 70 ° C. and a pressure of 10 N / mm 2.
Molding was not possible within minutes. On the other hand, No. 3 in which triethanolamine, calcium nitrite and a water reducing agent were added.
3-1 to No. 3-8 (Example) is a heating temperature of 25 ° C.
Under the molding conditions of 90 ° C. and the pressure of 1 to 10 N / mm 2 , the molding time was 1 to 12 minutes, which was much shorter than the comparative example.
【0029】[0029]
【表4】 [Table 4]
【0030】[0030]
【表5】 [Table 5]
【0031】[0031]
【発明の効果】本発明のセメント用混和剤は、 1)可使時間が任意に調節できるため、作業時間の確保
が容易になる。 2)セメント系硬化体の強度を早期に発現させるため、
成形時間が大幅に短縮できる。 3)遅延性エトリンガイトが生成しないため、セメント
系硬化体の耐久性は低下しない。 等の効果がある。また、本発明のセメント系硬化体の製
造方法によれば、上記のセメント用混和剤の効果が有効
に発揮できるため、作業時間が大幅に短縮し、製造コス
トの低減を図ることができる。EFFECTS OF THE INVENTION The admixture for cement according to the present invention has the following advantages. 1) Since the pot life can be arbitrarily adjusted, the working time can be easily secured. 2) In order to express the strength of the cement-based hardened body early,
The molding time can be greatly reduced. 3) Since no delayed ettringite is generated, the durability of the cement-based cured product does not decrease. And so on. Further, according to the method for producing a hardened cementitious body of the present invention, the effect of the admixture for cement can be effectively exerted, so that the working time can be significantly reduced and the production cost can be reduced.
フロントページの続き (72)発明者 副田 孝一 千葉県佐倉市大作二丁目4番2号 秩父小 野田株式会社中央研究所内Continuing from the front page (72) Inventor Koichi Soeda 2-4-2 Daisaku, Sakura-shi, Chiba Pref.
Claims (4)
ント用混和剤。1. A cement admixture comprising amines and nitrite as main components.
を無水物換算で10重量部以上含む請求項1に記載のセ
メント用混和剤。2. The admixture for cement according to claim 1, wherein the admixture contains at least 10 parts by weight of nitrite based on 100 parts by weight of amines in terms of anhydride.
固形分換算で5重量部以上含む請求項1または2に記載
のセメント用混和剤。3. The admixture for a cement according to claim 1, wherein the water reducing agent is contained in an amount of 5 parts by weight or more in terms of solid content based on 100 parts by weight of the amines.
クリートに、アミン類および亜硝酸塩、または、アミン
類、亜硝酸塩および減水剤を添加し、加熱および/また
は加圧して成形することを特徴とするセメント系硬化体
の製造方法。4. Cement-based hardening characterized by adding amines and nitrites or amines, nitrites and water reducing agents to cement paste, mortar and concrete, and heating and / or pressurizing to form. How to make the body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13270098A JPH11310443A (en) | 1998-04-27 | 1998-04-27 | Admixture for cement and production of cement-based hardened product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13270098A JPH11310443A (en) | 1998-04-27 | 1998-04-27 | Admixture for cement and production of cement-based hardened product |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11310443A true JPH11310443A (en) | 1999-11-09 |
Family
ID=15087519
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13270098A Pending JPH11310443A (en) | 1998-04-27 | 1998-04-27 | Admixture for cement and production of cement-based hardened product |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11310443A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005170710A (en) * | 2003-12-09 | 2005-06-30 | Denki Kagaku Kogyo Kk | Cement composition for grout and mortar composition for grout and grout material |
KR101217059B1 (en) | 2010-12-14 | 2012-12-31 | 주식회사 삼표 | Concrete Composition Containing Large Amounts Of Admixture |
JP2015120628A (en) * | 2013-12-25 | 2015-07-02 | 花王株式会社 | Additive composition for hydraulic composition |
CN111116131A (en) * | 2019-12-24 | 2020-05-08 | 济南大学 | Cement base plate with low water-cement ratio and preparation process and application thereof |
-
1998
- 1998-04-27 JP JP13270098A patent/JPH11310443A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005170710A (en) * | 2003-12-09 | 2005-06-30 | Denki Kagaku Kogyo Kk | Cement composition for grout and mortar composition for grout and grout material |
KR101217059B1 (en) | 2010-12-14 | 2012-12-31 | 주식회사 삼표 | Concrete Composition Containing Large Amounts Of Admixture |
JP2015120628A (en) * | 2013-12-25 | 2015-07-02 | 花王株式会社 | Additive composition for hydraulic composition |
CN111116131A (en) * | 2019-12-24 | 2020-05-08 | 济南大学 | Cement base plate with low water-cement ratio and preparation process and application thereof |
CN111116131B (en) * | 2019-12-24 | 2022-07-08 | 济南大学 | Cement base board with low water cement ratio, and preparation process and application thereof |
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