JP4677261B2 - Method for producing hardened cement - Google Patents

Method for producing hardened cement Download PDF

Info

Publication number
JP4677261B2
JP4677261B2 JP2005083534A JP2005083534A JP4677261B2 JP 4677261 B2 JP4677261 B2 JP 4677261B2 JP 2005083534 A JP2005083534 A JP 2005083534A JP 2005083534 A JP2005083534 A JP 2005083534A JP 4677261 B2 JP4677261 B2 JP 4677261B2
Authority
JP
Japan
Prior art keywords
cement
hardening
curing
slurry
hardened
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.)
Expired - Fee Related
Application number
JP2005083534A
Other languages
Japanese (ja)
Other versions
JP2006265021A (en
Inventor
謙介 金井
眞悟 蛇見
昌夫 草野
伸郎 上原
健之 君島
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.)
Sumitomo Osaka Cement Co Ltd
Original Assignee
Sumitomo Osaka Cement 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 Sumitomo Osaka Cement Co Ltd filed Critical Sumitomo Osaka Cement Co Ltd
Priority to JP2005083534A priority Critical patent/JP4677261B2/en
Publication of JP2006265021A publication Critical patent/JP2006265021A/en
Application granted granted Critical
Publication of JP4677261B2 publication Critical patent/JP4677261B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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

Description

本発明は、セメントの硬化を阻害又は遅延する物質が混入した場合にも、セメントの水和反応による硬化が迅速にもたらされてセメント硬化体を製造することのできるセメント硬化体の製造方法に関する。   The present invention relates to a method for producing a hardened cement body that can rapidly harden due to a hydration reaction of cement and produce a hardened cement body even when a substance that inhibits or delays the hardening of the cement is mixed. .

一般に、セメント、骨材、並びにパルプ、木片、木毛等の木質補強材を主成分とするセメント硬化体を製造する際、これら木質補強材に含まれる成分の中には、セメントの硬化を阻害し、遅延を引き起こす硬化阻害成分が含まれているため、これを用いたセメント硬化体の強度が低下することがある。   Generally, when manufacturing hardened cement mainly composed of cement, aggregates, and wood reinforcing materials such as pulp, wood chips, and wood wool, some of these ingredients in wood reinforcing materials inhibit the hardening of cement. In addition, since a hardening inhibiting component that causes a delay is included, the strength of the cement cured body using the same may be reduced.

硬化を阻害する物質としては、種々のものが知られているが、例えばフッ化物、リン酸塩、ホウ酸塩等の無機物、オキシカルボン酸類、ケトカルボン酸類、糖アルコール類、糖類等の有機物が挙げられる。   Various substances are known as substances that inhibit curing. Examples thereof include inorganic substances such as fluoride, phosphate, and borate, and organic substances such as oxycarboxylic acids, ketocarboxylic acids, sugar alcohols, and sugars. It is done.

そこで、このようなセメントの硬化阻害を抑制するために、従来では、木質補強材を酸又はアルカリ等で処理し、セメントの硬化阻害成分を溶出、洗浄する方法、速硬系のセメント等で被覆する方法、或いは硬化促進剤を添加する方法、ケイ酸カルシウム水和物等の吸着剤を添加する方法等が実施され、或いは提案されていた。   Therefore, in order to suppress such hardening inhibition of cement, conventionally, a wood reinforcing material is treated with acid or alkali, etc., and the hardening inhibiting components of cement are eluted and washed. Or a method of adding a curing accelerator, a method of adding an adsorbent such as calcium silicate hydrate, or the like has been implemented or proposed.

セメントの硬化阻害成分を溶出、洗浄する方法は、たとえば下記特許文献1の従来技術等に記載されているが、この方法では、そのような処理を施してもセメントの硬化阻害を十分に抑制することが難しく、処理をする際に大量の排水が発生する等の問題点がある。   The method for elution and washing of the cement hardening inhibiting component is described in, for example, the prior art of Patent Document 1 below, but this method sufficiently suppresses cement hardening inhibition even if such treatment is applied. However, there is a problem that a large amount of drainage is generated during processing.

特公平7−102984号公報Japanese Patent Publication No. 7-102984

また、速硬系のセメント等で被覆する方法としては、下記特許文献2に記載されたような方法があるが、先ず木質補強材を被覆する工程があり、その後、本練りの工程へ移行する手順となるため、作業が煩雑になるとともに、速硬系材料は可使時間の制御が大変になり難しいことからも、工程管理に手間がかかっていた。   In addition, as a method of coating with fast-curing cement or the like, there is a method as described in Patent Document 2 below, but first there is a step of coating a wood reinforcing material, and then the process proceeds to a main kneading step. Since the procedure is complicated, the work becomes complicated, and the fast-curing materials are difficult to control the working time, which makes it difficult to manage the process.

特開平6−87637号公報JP-A-6-87737

さらに、硬化促進剤を添加する方法では、塩化物、硫酸塩、硝酸塩、亜硝酸塩、蟻酸塩、及び酢酸塩などが、硬化促進剤として使用されている。たとえば上記特許文献1には、前述の洗浄する方法に変えて、塩化カルシウム等を硬化促進剤として使用することが開示されている。   Furthermore, in the method of adding a curing accelerator, chloride, sulfate, nitrate, nitrite, formate, acetate, and the like are used as the curing accelerator. For example, Patent Document 1 discloses that calcium chloride or the like is used as a hardening accelerator instead of the above-described cleaning method.

これらは、木質補強材から硬化阻害成分が溶出する前に、セメントの硬化を完了させることによって硬化阻害を抑制することを意図したものであるが、硬化阻害成分の影響が大きい場合、硬化促進剤では所望の時間内に硬化しないことがある。また、製造工程によっては、リサイクル液等に硬化促進剤が濃縮され、可使時間の制御が困難になる危険性があり、さらに、例えば塩化物を用いた場合等は発錆の危険性がある等、必ずしも有効な対策とはいえない。   These are intended to suppress the hardening inhibition by completing the hardening of the cement before the hardening inhibiting component elutes from the wood reinforcing material. Then, it may not be cured within a desired time. Also, depending on the manufacturing process, there is a risk that the hardening accelerator is concentrated in the recycle liquid, etc., and it becomes difficult to control the pot life, and there is a risk of rusting when, for example, chloride is used. It is not necessarily an effective measure.

さらに、比表面積値の大きいケイ酸カルシウム水和物を硬化阻害物質の吸着剤として利用する技術は、吸着作用によって問題となる硬化阻害物質を除去する最も有用な方法である。しかしながら、ケイ酸カルシウム水和物の性質上、ポーラスな構造で嵩高く、硬化阻害物質と同時に水分も内部に吸収するため、添加量によっては混練・成型等のハンドリングが問題となっていた。そのため、混練物の水分を多くすると硬化体自体が粗となり、強度低下を起こす問題があった。   Furthermore, a technique of using calcium silicate hydrate having a large specific surface area value as an adsorbent for a curing inhibitor is the most useful method for removing a curing inhibitor that causes a problem due to an adsorption action. However, due to the properties of calcium silicate hydrate, it has a porous structure and is bulky, and moisture is absorbed into the interior simultaneously with the curing inhibitor, so that handling such as kneading and molding has been a problem depending on the amount added. For this reason, if the water content of the kneaded material is increased, the cured body itself becomes rough, causing a problem of strength reduction.

本発明は、このような問題点を解決しうるもので、上記従来の洗浄手段を用いる方法、木質補強材を被覆する手段を用いる方法、硬化促進剤を用いる方法、ケイ酸カルシウム水和物を吸着剤として利用する方法等のような種々の問題点がなく、硬化阻害抑制のための処理作業を簡単に行なうことのできるセメント硬化の製造方法を提供することを課題とする。   The present invention can solve such problems. The method using the conventional cleaning means, the method using the means for coating the wood reinforcement, the method using the hardening accelerator, and the calcium silicate hydrate It is an object of the present invention to provide a method for producing cement hardening that can be easily performed for suppressing the inhibition of hardening without various problems such as a method of using as an adsorbent.

本発明は、このような課題を解決するためになされたもので、請求項1記載の発明は、セメントの硬化を阻害する硬化阻害成分を含有する硬化阻害成分含有物質(コンクリート用混和剤を除く)をセメントとともに原料として用いるセメント硬化体の製造方法において、前記セメントの一部又は全部を予め湿式粉砕機で微粉化し且つ水和して、セメントの表面にケイ酸カルシウム水和物が形成されたスラリーを製造し、その後、前記微粉化し、水和したセメントのスラリーに、前記硬化阻害成分含有物質を添加し、該硬化阻害成分含有物質から溶出される硬化阻害成分を前記セメントの表面に形成されたケイ酸カルシウム水和物の表面に吸着させることによってセメントの硬化阻害を抑制しつつセメント硬化体を製造することを特徴とする。 The present invention has been made to solve such problems, and the invention according to claim 1 is a substance containing a curing inhibitor component containing a curing inhibitor component that inhibits hardening of cement (excluding the admixture for concrete). ) Is used as a raw material together with cement, in which a part or all of the cement is previously pulverized with a wet pulverizer and hydrated to form calcium silicate hydrate on the cement surface. A slurry is manufactured, and then the curing inhibiting component-containing substance is added to the finely divided and hydrated cement slurry, and a curing inhibiting component eluted from the curing inhibiting component-containing substance is formed on the cement surface. It is characterized by producing a hardened cement body while suppressing the inhibition of cement hardening by adsorbing on the surface of the calcium silicate hydrate .

また請求項2記載の発明は、請求項1記載のセメント硬化体の製造方法において、硬化阻害成分含有物質が、パルプ、木片、木毛等の木質補強材であることを特徴とする。 The invention according to claim 2, Te manufacturing method odor cement body according to claim 1 wherein the hardness-inhibiting component-containing material, characterized pulp, wood chips, that is wood reinforcement wood wool or the like.

本発明は、上述のように、セメントの一部又は全部を湿式粉砕機で微粉化し且つ水和してスラリーを製造し、その後、微粉化し、水和したセメントのスラリーに、セメントの硬化を阻害する硬化阻害成分を含有する硬化阻害成分含有物質を添加し、該硬化阻害成分含有物質から溶出される硬化阻害成分を前記スラリーの表面に吸着させることによってセメントの硬化阻害を抑制しつつセメント硬化体を製造する方法であるため、上述のようなセメントの一部又は全部を予め湿式粉砕機で微粉化するだけの簡単な作業で、従来のような洗浄手段を用いる方法、木質補強材を被覆する手段を用いる方法、硬化促進剤を用いる方法、ケイ酸カルシウム水和物を吸着剤として利用する方法等のような種々の問題点を生じさせることなく、セメントの硬化阻害を抑制することができるという効果がある。   In the present invention, as described above, a part or all of cement is pulverized and hydrated with a wet pulverizer to produce a slurry, and then the pulverized and hydrated cement slurry inhibits cement hardening. A cured cemented body while suppressing curing inhibition of cement by adding a curing inhibiting component-containing substance containing a curing inhibiting component and adsorbing the curing inhibiting component eluted from the curing inhibiting component-containing substance to the surface of the slurry Therefore, a part of or the whole of the cement as described above is preliminarily pulverized with a wet pulverizer, and the conventional method using a cleaning means is coated with a wood reinforcing material. Without causing various problems such as a method using a means, a method using a hardening accelerator, and a method using calcium silicate hydrate as an adsorbent. There is an effect that it is possible to suppress the inhibition.

特に、セメントを湿式粉砕することによって得られた微粉化したスラリーは、原料セメントに比べて微粒子化しているので、その表面積が大きく、微粉化スラリーの表面が水と接触してケイ酸カルシウム水和物の発生が促進されて該ケイ酸カルシウム水和物の膜が形成され、それによって硬化阻害成分含有物質を好適に吸着することができるという効果がある。   In particular, the finely divided slurry obtained by wet grinding the cement is finer than the raw material cement, so the surface area is large, and the surface of the finely divided slurry comes into contact with water to hydrate calcium silicate. The generation of substances is promoted to form a film of the calcium silicate hydrate, whereby there is an effect that the curing-inhibiting component-containing substance can be suitably adsorbed.

本発明のセメント硬化体の実施形態についてより具体的に説明すると、先ずセメント硬化体の原料であるセメントの一部又は全部を湿式粉砕機にて所定の粒度となるまで粉砕する。「セメントの一部」とは、準備されたセメントのうちの一部を湿式粉砕した後に後述する硬化阻害成分含有物質の添加を行い、残部は湿式粉砕せずに硬化阻害成分含有物質を添加することを意味する。また「セメントの全部」とは、準備されたセメントのすべてを湿式粉砕した後に硬化阻害成分含有物質の添加を行うことを意味する。   The embodiment of the hardened cement body of the present invention will be described more specifically. First, a part or all of the cement as a raw material of the hardened cement body is pulverized with a wet pulverizer until a predetermined particle size is obtained. “Part of cement” means that a part of the prepared cement is wet-ground and then a curing-inhibiting component-containing substance is added as described below, and the remainder is added without setting the curing-inhibiting ingredient-containing substance. Means that. Further, “all the cement” means that all of the prepared cement is wet-pulverized and then the curing-inhibiting component-containing substance is added.

所定の粒度とするセメントの粒径は特に限定されるものではないが、1〜10μmであることが好ましい。10μmを超えると、微粉化スラリーの表面が水と接触してケイ酸カルシウム水和物の膜が形成される作用がやや生じ難くなり、硬化阻害成分含有物質を吸着する効果がやや低下するからである。一方、1μm未満となるまで微粉化することは不経済となるからである。   The particle size of the cement having a predetermined particle size is not particularly limited, but is preferably 1 to 10 μm. If the thickness exceeds 10 μm, the action of forming a calcium silicate hydrate film due to the contact of the surface of the micronized slurry with water is slightly less likely to occur, and the effect of adsorbing the curing-inhibiting component-containing substance is slightly reduced. is there. On the other hand, it is uneconomical to pulverize until it becomes less than 1 μm.

粉砕機としては、一般的な湿式粉砕機が利用できる。たとえば、タワーミル、媒体攪拌ミル、アトライター、ボールミル等を使用することができる。   A general wet pulverizer can be used as the pulverizer. For example, a tower mill, a medium stirring mill, an attritor, a ball mill, or the like can be used.

また、この湿式粉砕の工程における水/セメント比は、効率的に湿式粉砕を行なえる範囲であればよく、具体的には0.3〜1.5の範囲であることが好ましい。0.3未満の場合は粘性が増大するため、効率的な粉砕が困難であり、1.5を超えると固形分濃度が希薄となるため粉砕効率が悪くなり、経済的に不利となるからである。
尚、湿式粉砕の工程における水/セメント比は上述のとおりであるが、セメント硬化体製造時の水の配合は、湿式粉砕を行うときよりも少なくする場合がある。このような場合には、湿式粉砕後に、静置沈降法等により水を分離すればよい。
Further, the water / cement ratio in the wet pulverization step may be within a range where the wet pulverization can be efficiently performed, and is preferably within a range of 0.3 to 1.5. If it is less than 0.3, the viscosity increases, so efficient pulverization is difficult, and if it exceeds 1.5, the solid content concentration becomes dilute, resulting in poor pulverization efficiency and economical disadvantage. is there.
The water / cement ratio in the wet pulverization step is as described above, but the amount of water used in the production of the hardened cement body may be less than that in wet pulverization. In such a case, water may be separated by a stationary sedimentation method or the like after wet pulverization.

また、この湿式粉砕の工程において温水を利用したり、加温、保温することによって、水和を促進することも可能である。   Moreover, it is also possible to promote hydration by using warm water in this wet pulverization step, or by heating and keeping warm.

さらに、この湿式粉砕の工程において、セメントスラリーの水和物量が所定量となるまで、固結しないように攪拌しながらそのスラリー状態を保持することもできる。   Furthermore, in this wet pulverization step, the slurry state can be maintained while stirring so as not to consolidate until the cement slurry has a predetermined amount of hydrate.

次に、上記のようにして湿式粉砕して得られた、微粉化、水和したセメントのスラリーに、硬化阻害成分含有物質を添加する。ここで硬化阻害成分含有物質とは、たとえばパルプ、木片、木毛等の木質補強材のようなものである。たとえばパルプの場合には、新聞紙を破砕して用いることができる。   Next, a curing inhibitor component-containing substance is added to the finely pulverized and hydrated cement slurry obtained by wet pulverization as described above. Here, the hardening-inhibiting component-containing substance is, for example, a wood reinforcing material such as pulp, wood chips, and wood wool. For example, in the case of pulp, newsprint can be crushed and used.

セメントを湿式粉砕することによって得られた微粒子スラリーは原料セメントに
比べて微粒子化しており、そのため表面積が大きく、その表面は水との接触によって生成したケイ酸カルシウム水和物によって膜が形成されている。このようなケイ酸カルシウム水和物は多孔質構造を有するものであり、木質補強材に含まれる硬化阻害成分となる各種有機化合物を、ケイ酸カルシウム水和物の表面及び細孔内に吸着するのである。
The fine particle slurry obtained by wet pulverizing cement is finer than the raw material cement, and therefore has a large surface area, and its surface is formed by calcium silicate hydrate formed by contact with water. Yes. Such calcium silicate hydrate has a porous structure, and adsorbs various organic compounds, which are hardening-inhibiting components, contained in the wood reinforcing material on the surface and pores of the calcium silicate hydrate. It is.

このようなセメント硬化体の製造方法によれば、ケイ酸カルシウム水和物粒子等の吸着剤を添加する方法に比べ、セメントの表面にケイ酸カルシウム水和物の薄膜が形成されるので、硬化阻害物質との接触面積がより効率的になり、同量のケイ酸カルシウム水和物を添加した場合と比較した場合でも、硬化阻害物質を吸着除去する能力に優れる。従って、ケイ酸カルシウム水和物総量が低減でき、水分吸収によるハンドリングの低下の防止が可能となる。   According to such a method for producing a hardened cement body, since a thin film of calcium silicate hydrate is formed on the surface of the cement as compared with a method of adding an adsorbent such as calcium silicate hydrate particles, it is hardened. The contact area with the inhibitor becomes more efficient, and even when compared with the case where the same amount of calcium silicate hydrate is added, the ability to adsorb and remove the cure inhibitor is excellent. Therefore, the total amount of calcium silicate hydrate can be reduced, and the handling can be prevented from being lowered due to moisture absorption.

そのケイ酸カルシウム水和物の膜厚は、スラリーの水中保持時間が長いほど、粉砕温度が高いほど厚くなり、水和物総量は粉砕の度合いが高いほど、水中保持時間が長いほど、粉砕温度が高いほど多くなる。   The film thickness of the calcium silicate hydrate becomes thicker as the slurry retention time in water is longer and the pulverization temperature is higher, and the total amount of hydrate is higher as the degree of pulverization is higher and the retention time in water is longer. The higher the number, the more.

また内部に残存する未水和成分は、硬化材として通常使用されるセメントと同等の硬化性能が期待できるが、微粒子化処理を施す前のセメントに比べて、水との接触面積が大きくなるため、水和反応の促進が期待でき、より活性度の低い安価なセメントの使用も可能となるという利点も付与される。   In addition, the unhydrated component remaining inside can be expected to have the same curing performance as cement normally used as a hardener, but the contact area with water is larger than that of cement before the micronization treatment. Further, the hydration reaction can be expected to be promoted, and the advantage that an inexpensive cement with lower activity can be used is also provided.

従って、上記粉砕エネルギー、粉砕温度、水中保持時間等の因子を制御することによって、粉末度と水和物膜、水和物量を任意に調整した微粉化セメントスラリーを製造することができ、配合されるセメントの一部又は全部と置換することにより、別途吸着剤や促進剤を添加せずとも従来のセメント硬化体と同等の物性を有するセメント硬化体を製造することが可能となる。   Therefore, by controlling factors such as the above grinding energy, grinding temperature, water retention time, etc., a finely divided cement slurry can be produced and blended with any degree of fineness, hydrate film, and amount of hydrate adjusted. By substituting a part or all of the cement, it is possible to produce a hardened cement body having the same physical properties as a conventional hardened cement body without adding an adsorbent or an accelerator.

尚、セメント硬化体に使用されるセメントの種類は問うものではなく、一般に用いられているセメントを使用すればよい。また高炉スラグ微粉末やフライアッシュ等を混合することも可能である。    In addition, the kind of cement used for a cement hardened body does not ask | require, What is necessary is just to use the cement generally used. It is also possible to mix blast furnace slag fine powder or fly ash.

以下、本発明の実施例について説明する。   Examples of the present invention will be described below.

(実施例1)
先ず、振動ミル(中央化工機社製MB-0型)の粉砕用ポットに、媒体としてφ2mmの高クロム球をかさ容積で80%満たし、ポットと媒体を乾燥機で80℃に加温した。ポット内に早強ポルトランドセメント(住友大阪セメント株式会社製)1000g、80℃の温水700gを添加し、密封して2分間粉砕した。粉砕後、篩にて媒体を取除きセメントスラリーを得た。
Example 1
First, a pulverizing pot of a vibration mill (Chuo Kako Co., Ltd., MB-0 type) was filled with high chromium spheres having a diameter of 2 mm as a medium in a bulk volume of 80%, and the pot and medium were heated to 80 ° C. with a dryer. 1000 g of early strong Portland cement (manufactured by Sumitomo Osaka Cement Co., Ltd.) and 700 g of hot water at 80 ° C. were added to the pot, sealed and pulverized for 2 minutes. After grinding, the medium was removed with a sieve to obtain a cement slurry.

上記セメントスラリーの含水率と含有する固形分中の結晶水量を以下の方法で測定した。
(1)含水率の測定
上記スラリーの約2gを赤外線含水率計(エーアンドデー社製ML-50)にて測定した結果、含水率は38.8%であった。
The water content of the cement slurry and the amount of crystallization water in the solid content were measured by the following method.
(1) Measurement of moisture content As a result of measuring about 2 g of the slurry with an infrared moisture meter (ML-50, manufactured by A & D), the moisture content was 38.8%.

(2)結晶水量の測定
上記スラリーの約20gにアセトン50gを添加し、攪拌した後、5C濾紙を使用して吸引ろ過する工程を3回繰り返し、付着水を除いた後、真空乾燥機で48時間乾燥後、磁性ルツボに乾燥物を約2g精秤し、電気炉にて1000℃強熱減量を測定した結果、強熱減量は3.8%であった。
(2) Measurement of the amount of water of crystallization After adding 50 g of acetone to about 20 g of the above slurry and stirring, the process of suction filtration using 5C filter paper was repeated 3 times to remove the adhering water, and then with a vacuum drier 48 After drying for a period of time, about 2 g of the dried product was precisely weighed in a magnetic crucible, and the loss on ignition at 1000 ° C. was measured with an electric furnace. The loss on ignition was 3.8%.

次に、上記のようにして得られたセメントスラリーに、高炉スラグ、フライアッシュ、木質補強材としてのパルプ、混練水を添加してセメント硬化物を製造した。配合比は次のとおりである。   Next, blast furnace slag, fly ash, pulp as a wood reinforcing material, and kneaded water were added to the cement slurry obtained as described above to produce a cured cement. The blending ratio is as follows.

セメントスラリー:340.0g(未反応セメント分:200g、
水分:131.9g、
反応物量:8.1g)
高炉スラグ(名古屋エスメント社製) :292.0g
フライアッシュ(テクノ中部社製) :145.0g
パルプ(新聞紙破砕物) :19.8g
混練水(上水道水) :280.6g
Cement slurry: 340.0 g (unreacted cement content: 200 g,
Moisture: 131.9 g,
Reactant amount: 8.1 g)
Blast furnace slag (Nagoya Esmento Co., Ltd.): 292.0g
Fly ash (Techno Chubu Co., Ltd.): 145.0g
Pulp (newspaper crushed material): 19.8 g
Kneaded water (tap water): 280.6g

その工程を具体的に説明すると、先ず、上記のようにして得られたセメントスラリーとパルプと混練水とを粉砕機に投入し、4分間解繊した。次に、解繊したパルプをポリ容器に入れ、スラグ、フライアッシュを投入し、ハンドミキサーで2分間混練した。次に、この混練物をφ50×100mmの簡易型枠に成形し、85℃、5時間の蒸気養生を行なった。その後、1時間放冷してセメント硬化体が得られた。   The process will be specifically described. First, the cement slurry, pulp and kneaded water obtained as described above were put into a pulverizer and defibrated for 4 minutes. Next, the defibrated pulp was put into a plastic container, slag and fly ash were added, and kneaded for 2 minutes with a hand mixer. Next, this kneaded material was formed into a simple mold having a diameter of 50 × 100 mm and steam-cured at 85 ° C. for 5 hours. Then, it stood to cool for 1 hour and the cement hardening body was obtained.

(比較例)
比較例として下記セメント組成物を準備した。
普通ポルトランドセメント(住友大阪セメント株式会社製):195g
スラグ(名古屋エスメント社製):292g
フライアッシュ(テクノ中部社製):145.0g
パルプ(新聞紙破砕物):19.8g
混練水(上水道水):412.5g
(Comparative example)
The following cement composition was prepared as a comparative example.
Normal Portland cement (Sumitomo Osaka Cement Co., Ltd.): 195g
Slag (Nagoya Esment): 292g
Fly ash (Techno Chubu Co., Ltd.): 145.0g
Pulp (newspaper crushed material): 19.8 g
Kneaded water (tap water): 412.5 g

このような組成のセメント組成物から、上記実施例1と同様にしてセメント硬化体を製造した。   A hardened cement body was produced from the cement composition having such a composition in the same manner as in Example 1.

(試験例1)
このようにして得られたセメント硬化体の圧縮強度を測定した。その結果を表1に示す。
(Test Example 1)
The compressive strength of the cured cement thus obtained was measured. The results are shown in Table 1.

Figure 0004677261
Figure 0004677261

表1からも明らかなように、実施例1のセメント硬化体の圧縮強度は、比較例のセメント硬化体の圧縮強度に比べてはるかに高いものであった。   As apparent from Table 1, the compressive strength of the hardened cement body of Example 1 was much higher than the compressive strength of the hardened cement body of the comparative example.

(試験例2)
上記実施例1及び比較例の組成物から、パルプを除いて混練したスラリーの粘度を回転円筒式粘度計(リオン社製ビスコテスターVT-03F1号ロータ使用)にて測定した。その結果を表2に示す。
(Test Example 2)
From the compositions of Example 1 and Comparative Example above, the viscosity of the slurry kneaded with the pulp removed was measured with a rotating cylindrical viscometer (using a Viscotester VT-03F1 rotor manufactured by Rion). The results are shown in Table 2.

Figure 0004677261
Figure 0004677261

表2からも明らかなように、実施例1の組成物(パルプを除いたもの)の粘度は、比較例の組成物(パルプを除いたもの)の粘度と略同等であった。   As is clear from Table 2, the viscosity of the composition of Example 1 (excluding pulp) was substantially equivalent to the viscosity of the composition of Comparative Example (excluding pulp).

Claims (2)

セメントの硬化を阻害する硬化阻害成分を含有する硬化阻害成分含有物質(コンクリート用混和剤を除く)をセメントとともに原料として用いるセメント硬化体の製造方法において、前記セメントの一部又は全部を予め湿式粉砕機で微粉化し且つ水和して、セメントの表面にケイ酸カルシウム水和物が形成されたスラリーを製造し、その後、前記微粉化し、水和したセメントのスラリーに、前記硬化阻害成分含有物質を添加し、該硬化阻害成分含有物質から溶出される硬化阻害成分を前記セメントの表面に形成されたケイ酸カルシウム水和物に吸着させることによってセメントの硬化阻害を抑制しつつセメント硬化体を製造することを特徴とするセメント硬化体の製造方法。 In a method for producing a hardened cement body using a hardening-inhibiting component-containing substance (excluding a concrete admixture) containing a hardening-inhibiting component that inhibits hardening of cement as a raw material, a part or all of the cement is wet-ground in advance A slurry in which calcium silicate hydrate is formed on the surface of the cement is manufactured by pulverizing and hydrating with a machine, and then the curing inhibitor component-containing substance is added to the micronized and hydrated cement slurry. A hardened cement body is produced while inhibiting the hardening of the cement by adding and adsorbing the hardening inhibiting component eluted from the substance containing the hardening inhibiting component to the calcium silicate hydrate formed on the surface of the cement. A method for producing a hardened cement body. 前記硬化阻害成分含有物質が、パルプ、木片、木毛等の木質補強材である請求項記載のセメント硬化体の製造方法。 Method for producing a curing inhibition component-containing material, pulp, wood chips, cement hardened body of claim 1 wherein the wood reinforcement wood wool or the like.
JP2005083534A 2005-03-23 2005-03-23 Method for producing hardened cement Expired - Fee Related JP4677261B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005083534A JP4677261B2 (en) 2005-03-23 2005-03-23 Method for producing hardened cement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005083534A JP4677261B2 (en) 2005-03-23 2005-03-23 Method for producing hardened cement

Publications (2)

Publication Number Publication Date
JP2006265021A JP2006265021A (en) 2006-10-05
JP4677261B2 true JP4677261B2 (en) 2011-04-27

Family

ID=37201369

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005083534A Expired - Fee Related JP4677261B2 (en) 2005-03-23 2005-03-23 Method for producing hardened cement

Country Status (1)

Country Link
JP (1) JP4677261B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7141867B2 (en) * 2018-06-28 2022-09-26 Ube三菱セメント株式会社 Strength enhancer and method for producing the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05279098A (en) * 1992-03-31 1993-10-26 Electric Power Dev Co Ltd Concrete
JPH10316458A (en) * 1997-05-15 1998-12-02 Sumitomo Osaka Cement Co Ltd Cement composition

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05279098A (en) * 1992-03-31 1993-10-26 Electric Power Dev Co Ltd Concrete
JPH10316458A (en) * 1997-05-15 1998-12-02 Sumitomo Osaka Cement Co Ltd Cement composition

Also Published As

Publication number Publication date
JP2006265021A (en) 2006-10-05

Similar Documents

Publication Publication Date Title
JP3272360B2 (en) Manufacturing method of cement
AU2015341918B2 (en) Method for producing granulated materials from cement compositions
JP2014065659A (en) Cement-based solidification material using sludge dry powder and manufacturing method thereof
JP2019038734A (en) Building material having deodorant function
JP4677261B2 (en) Method for producing hardened cement
JPS62105941A (en) Set accelerator for calcined gypsum plaster and manufacture
CN108358492B (en) Composite modified phosphogypsum ball and product thereof
JP4786272B2 (en) Method for producing lightweight cellular concrete
JPH0351665B2 (en)
JPS61205648A (en) Preparation of high early strength cement slurry
CN112723854A (en) Preparation method of multi-mineral waste composite admixture
JP4336793B2 (en) Method for producing hydraulic material and hydraulic building material
JP4014400B2 (en) Soil treatment material composition and method for producing the same
NL8000481A (en) PROCESS FOR PREPARING A CALCIUM SULPHATE SEMI-HYDRATE DIHYDRATE MIXTURE FROM FINE DIVIDED SYNTHETIC CALCIUM SULPHATE SEMI-HYDRATE
JP2005281038A (en) Cement hardening inhibition component adsorbing material and method of producing cement hardened body using the same cement hardening inhibition component adsorbing material
JP2694900B2 (en) Method for producing zeolite from clayey raw material
KR100808113B1 (en) The Manufacturing Method Of The Powdered Superplasticizer Developed To Improve Slump Loss Rate
JPS6037844B2 (en) Desulfurization agent for hot metal
JP3499537B2 (en) Raw consludge granular material and method for producing the same
KR101684357B1 (en) Ball Milled Accelerator for gypsum board containing powder of protein hydrolyzate salt and gypsum dehydrate, and gypsum board comprising the same
JP7364177B1 (en) Method for producing a hydraulic hardened body containing pulverized blast furnace slag as a binder
JP2006021968A (en) Granular fertilizer and its manufacturing method
JP2000169201A (en) Production of admixture for cement and composition using the admixture
JP2005281040A (en) Fiber-reinforced plastic aggregate for concrete product, method of manufacturing the same and concrete product using the same
JP3146325B2 (en) Lightweight ultra high strength concrete

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070808

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20080623

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100304

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100312

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100511

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100730

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20110121

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20110131

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140204

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees