JP5095960B2 - Method for producing metal aluminum-containing slag and / or ash for hardened cement and method for producing hardened cement - Google Patents

Method for producing metal aluminum-containing slag and / or ash for hardened cement and method for producing hardened cement Download PDF

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JP5095960B2
JP5095960B2 JP2006171615A JP2006171615A JP5095960B2 JP 5095960 B2 JP5095960 B2 JP 5095960B2 JP 2006171615 A JP2006171615 A JP 2006171615A JP 2006171615 A JP2006171615 A JP 2006171615A JP 5095960 B2 JP5095960 B2 JP 5095960B2
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ash
slag
aluminum
cement
alkaline earth
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JP2008001552A (en
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肇 佐々木
康彦 藤田
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Nippon Paper Chemicals Co Ltd
Flowric Co Ltd
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    • 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
    • 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
    • C04B5/00Treatment of  metallurgical  slag ; Artificial stone from molten  metallurgical  slag 
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/32Expansion-inhibited materials
    • 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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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

本発明は、金属アルミニウム含有スラグ及び/又は灰を用いて、コンクリートやモルタル等のセメント硬化物を製造する際に生じる該硬化物の膨張を有効に抑制することができる、セメント硬化物用の金属アルミニウム含有スラグ及び/又は灰の製造方法、並びにセメント硬化物の製造方法に関する。   The present invention is a metal for a cemented cured product that can effectively suppress the expansion of the cured product produced when a cemented cured product such as concrete or mortar is produced using metal aluminum-containing slag and / or ash. The present invention relates to a method for producing aluminum-containing slag and / or ash, and a method for producing a hardened cement material.

ゴミ焼却灰、RDF(Refuse Derived Fuel)灰、ゴミ焼却灰溶融スラグ、製鋼スラグ等の焼却灰やスラグを廃棄せず再利用する方法として、これらをコンクリート、モルタル等のセメントを含んだセメント硬化物の骨材、混和材等として用いることが従来より行われている。特に、社会生活に伴い多量に廃棄されるゴミ焼却灰やそれを処理して得られるスラグを、砂の代替材料としてセメント硬化物の骨材として利用することは、良質な骨材の枯渇に悩む建設業界にとって極めて有益である。
これらの焼却灰やスラグは、燃焼又は溶融方式、更にはその条件等により、金属アルミニウムが残留する場合がある。このような焼却灰やスラグをセメント硬化物用の骨材や混和材料として使用する場合、特に金属アルミニウムを含むスラグ等を用いる場合、該金属がセメント硬化物中のアルカリ環境下において錆等の腐蝕を発生させる。この過程で水素ガスが発生し、セメント硬化物のフレッシュ状態において膨張するため、該硬化物の異常膨張、強度低下、耐久性低下等の問題が生じる。
このような金属アルミニウムを焼却灰やスラグから除去することは技術的にもコスト的にも非常に困難である。従って、かかる膨張を抑制するために、通常これらは、配合比率を一定以下とするべく、天然骨材等と共にセメント組成物に配合される。例えば、アルミニウムを含有したスラグの骨材をセメント組成物に配合する場合、骨材全体に対するアルミニウム含有スラグの割合は膨張を十分に抑制するため通常50重量%未満に制限される。この点は、大量の焼却灰やスラグを効率的に再利用する妨げになっている。
Waste incineration ash, RDF (Refuse Derived Fuel) ash, waste incineration ash molten slag, steelmaking slag and other incineration ash and slag can be reused without being discarded. It has been conventionally used as an aggregate, an admixture, and the like. In particular, the use of waste incineration ash that is disposed of in large quantities as a result of social life and the slag obtained by processing it as a substitute for sand as an aggregate of cement-hardened material suffers from the depletion of high-quality aggregates. It is extremely beneficial for the construction industry.
These incinerated ash and slag may remain with metal aluminum depending on the combustion or melting method, and further the conditions thereof. When such incinerated ash and slag are used as aggregates and admixtures for cement hardened materials, especially when slag containing metal aluminum is used, the metal is corroded in the alkaline environment of the hardened cement products such as rust. Is generated. In this process, hydrogen gas is generated and expands in a fresh state of the hardened cement material, which causes problems such as abnormal expansion of the hardened material, a decrease in strength, and a decrease in durability.
It is very difficult technically and costly to remove such metal aluminum from incineration ash and slag. Therefore, in order to suppress such expansion, these are usually blended with a cement composition together with natural aggregates or the like so as to keep the blending ratio below a certain level. For example, when a slag aggregate containing aluminum is blended in a cement composition, the ratio of the aluminum-containing slag to the aggregate as a whole is usually limited to less than 50% by weight in order to sufficiently suppress expansion. This is an obstacle to efficiently reusing a large amount of incineration ash and slag.

そこで、特許文献1には、アルカリ金属の塩を含むセメント組成物用膨張抑制剤、並びに該抑制剤を含むセメント組成物が提案され、特許文献2には、アルカリ金属の塩及びアルカリ土類金属の塩を含むセメント組成物用膨張抑制剤、並びに該抑制剤を含むセメント組成物が提案されている。
これらの抑制剤は、アルミニウム含有スラグ等を含むセメント組成物における硬化物の異常膨張等を有効に且つ簡易に抑制することができる。しかし、アルカリ金属の塩や、該塩及びアルカリ土類金属の塩を含む抑制剤を、セメント組成物自体に混合して用いるため、所望の効果を得るためには、セメント組成物へのこれら金属塩の添加量を多くする必要があり、加えて、該抑制剤量を少なくする場合には、該抑制剤が、セメント組成物中のアルミニウム含有スラグ等に十分接触するように、過度の混合が必要となり、現実的ではない。
特開2001−39749号公報 特開2002−326853号公報
Therefore, Patent Literature 1 proposes an expansion inhibitor for a cement composition containing an alkali metal salt, and a cement composition containing the inhibitor, and Patent Literature 2 discloses an alkali metal salt and an alkaline earth metal. An expansion inhibitor for a cement composition containing a salt of the above, and a cement composition containing the inhibitor have been proposed.
These inhibitors can effectively and easily suppress abnormal expansion of a cured product in a cement composition containing aluminum-containing slag and the like. However, since an inhibitor containing an alkali metal salt or a salt of the alkali earth metal and the salt is used in the cement composition itself, in order to obtain a desired effect, these metals in the cement composition are used. It is necessary to increase the amount of salt added. In addition, when the amount of the inhibitor is decreased, excessive mixing is performed so that the inhibitor sufficiently contacts the aluminum-containing slag and the like in the cement composition. Needed and not realistic.
JP 2001-39749 A JP 2002-326853 A

本発明の課題は、金属アルミニウム含有スラグ及び/又は灰を用いて、コンクリートやモルタル等のセメント硬化物を製造する際に生じる該硬化物の膨張を有効に、且つ効率的に抑制することができるセメント硬化物用の金属アルミニウム含有スラグ及び/又は灰の製造方法、並びにこのようなスラグ及び/又は灰を用いたセメント硬化物の製造方法を提供することにある。   An object of the present invention is to effectively and efficiently suppress the expansion of a cured product produced when a cement cured product such as concrete or mortar is produced using metal aluminum-containing slag and / or ash. An object of the present invention is to provide a method for producing metal aluminum-containing slag and / or ash for hardened cement and a method for producing a hardened cement using such slag and / or ash.

本発明によれば、セメント硬化物の硬化時の膨張を抑制しうる、該セメント硬化物の製造に用いる金属アルミニウム含有スラグ及び/又は灰の製造方法であって、金属アルミニウム含有スラグ及び/又は灰を準備する工程(A)と、金属アルミニウム含有スラグ及び/又は灰に、アルカリ金属塩及び/又はアルカリ土類金属塩を含む水溶液(s)を接触させる工程(B)とを含み、前記アルカリ金属がリチウム、ナトリウム、カリウム及びこれらの混合物からなる群より選択され、前記アルカリ土類金属がカルシウム、マグネシウム及びこれらの混合物からなる群より選択され、前記塩が硝酸塩、亜硝酸塩、ケイ酸塩、リン酸塩及びこれらの混合物からなる群より選択されることを特徴とするセメント硬化物用の金属アルミニウム含有スラグ及び/又は灰の製造方法が提供される。
また本発明によれば、上記工程(A)と、上記工程(B)と、工程(B)で得られた金属アルミニウム含有スラグ及び/又は灰、セメント及び水を含むセメント組成物を混合し硬化させる工程(C)とを含むことを特徴とするセメント硬化物の製造方法が提供される。
ADVANTAGE OF THE INVENTION According to this invention, it is a manufacturing method of metal aluminum containing slag and / or ash used for manufacture of this cement hardened | cured material which can suppress the expansion | swelling at the time of hardening of cement hardened | cured material, Comprising: Metal aluminum containing slag and / or ash a step of preparing a (a), the metallic aluminum-containing slag and / or ash, saw including a step (B) contacting the aqueous solution (s) containing an alkali metal salt and / or alkaline earth metal salts, the alkali The metal is selected from the group consisting of lithium, sodium, potassium and mixtures thereof, the alkaline earth metal is selected from the group consisting of calcium, magnesium and mixtures thereof, and the salt is nitrate, nitrite, silicate, phosphate and metallic aluminum-containing slag and / or ash cement cured product characterized by being selected from the group consisting of mixtures Manufacturing method is provided.
Further, according to the present invention, the above-mentioned step (A), the above-mentioned step (B), and the cement composition containing metal aluminum-containing slag and / or ash, cement and water obtained in step (B) are mixed and cured. And a step (C) of providing a cemented cured product characterized by comprising:

本発明のセメント組成物用の金属アルミニウム含有スラグ及び/又は灰の製造方法は、上記工程(A)及び(B)を含むので、得られるスラグ及び/又は灰を、セメント硬化物の製造に用いることにより、金属アルミニウムに起因するセメント硬化物の膨張を有効に、且つ効率的に抑制することができる。従って、得られるスラグや灰は、金属アルミニウムを含むが、そのままセメント硬化物の製造に用いることができる。
本発明のセメント硬化物の製造方法は、上記工程(A)〜(C)を含むので、従来のセメント硬化物の膨張を抑制する抑制剤の使用量を少なくした場合でも、有効に、且つ効率的に該膨張を抑制することができる。
Since the method for producing metal aluminum-containing slag and / or ash for the cement composition of the present invention includes the steps (A) and (B), the obtained slag and / or ash is used for the production of a cement cured product. This effectively and efficiently suppresses the expansion of the cured cement resulting from the metal aluminum. Therefore, although the obtained slag and ash contain metallic aluminum, they can be used as they are for the production of a hardened cement.
Since the method for producing a cured cement according to the present invention includes the above steps (A) to (C), it is effective and efficient even when the amount of an inhibitor that suppresses the expansion of the conventional cured cement is reduced. In particular, the expansion can be suppressed.

以下、本発明を更に詳細に説明する。
本発明の金属アルミニウム含有スラグ及び/又は灰の製造方法、並びにセメント硬化物の製造方法は、金属アルミニウム含有スラグ及び/又は灰を準備する工程(A)を含む。
工程(A)において、金属アルミニウム含有スラグ及び/又は灰としては、金属アルミニウムを含有しており、セメント組成物中に配合し硬化させた際に膨張を発生しうる各種のスラグや灰を挙げることができる。
該スラグ又は灰としては、例えば、ゴミ焼却灰、RDF灰、ゴミ焼却灰溶融スラグ、製鋼スラグや、フェロニッケルスラグ、銅スラグ等の非鉄金属スラグ又はこれら2種以上の混合物等が挙げられる。
Hereinafter, the present invention will be described in more detail.
The manufacturing method of the metal aluminum containing slag and / or ash of this invention, and the manufacturing method of cement hardened | cured material include the process (A) of preparing metal aluminum containing slag and / or ash.
In the step (A), examples of the slag and / or ash containing metal aluminum include metal slag and various slags and ash that can expand when mixed and cemented in a cement composition. Can do.
Examples of the slag or ash include refuse incineration ash, RDF ash, waste incineration ash molten slag, steelmaking slag, nonferrous metal slag such as ferronickel slag and copper slag, or a mixture of two or more thereof.

ゴミ焼却灰としては、例えば、可燃性一般廃棄物又は産業廃棄物が挙げられる。
ゴミ焼却灰溶融スラグは、ごみを焼却し溶融させて得られる固化物である。例えば、社会生活から発生するごみを焼却し、生成した灰をバーナー式表面溶融炉若しくは電気炉等の溶融炉又はコークスベッド等を用いて1200〜1600℃程度の温度で熱処理して溶融し、水冷又は単に常温で放置すること等により冷却して得られる。また、前記焼却と溶融の工程を同時に行うことによっても得られる。
製鋼スラグ及び非鉄金属スラグとしては、それぞれ、製鋼、非鉄金属の精製、ニッケルの精製等の過程において副生するスラグが挙げられる。
金属アルミニウムを含むスラグの粒径は特に限定されず、その発生の工程によって様々な粒径のものが得られる。例えば、ゴミ焼却灰溶融スラグの場合、灰の溶融物を冷却する際の速度が急激である場合は比較的粒径の小さいものが得られ、冷却速度が緩慢である場合は比較的粒径の大きいものが得られる。
Examples of the waste incineration ash include combustible general waste or industrial waste.
Garbage incineration ash melting slag is a solidified product obtained by incineration and melting waste. For example, waste generated from social life is incinerated, and the generated ash is melted by heat treatment at a temperature of about 1200 to 1600 ° C. using a melting furnace such as a burner type surface melting furnace or electric furnace or a coke bed, Alternatively, it can be obtained by cooling by simply leaving it at room temperature. It can also be obtained by simultaneously performing the incineration and melting steps.
Steelmaking slag and non-ferrous metal slag include slag produced as a by-product in processes such as steelmaking, non-ferrous metal refining, nickel refining, respectively.
The particle size of the slag containing metallic aluminum is not particularly limited, and various particle sizes can be obtained depending on the process of generation. For example, in the case of waste incineration ash molten slag, a relatively small particle size is obtained when the ash melt is cooled at a rapid rate, and a relatively small particle size is obtained when the cooling rate is slow. A big one is obtained.

本発明の金属アルミニウム含有スラグ及び/又は灰の製造方法、並びにセメント硬化物の製造方法は、金属アルミニウム含有スラグ及び/又は灰に、アルカリ金属塩及び/又はアルカリ土類金属塩を含む水溶液(s)を接触させる工程(B)を含む。
工程(B)において、アルカリ金属の塩及び/又はアルカリ土類金属の塩は、工程(A)において準備した、金属アルミニウム含有スラグ及び/又は灰を、セメント硬化物を製造に用いた場合に、該セメント硬化物の硬化時の膨張を抑制しうる成分である。
アルカリ金属は、リチウム、ナトリウム、カリウム又はこれらの2種以上である。また、アルカリ土類金属は、カルシウム及び/又はマグネシウムである。
アルカリ金属の塩及び/又はアルカリ土類金属の塩は、硝酸塩、亜硝酸塩、ケイ酸塩、リン酸塩であり、特に硝酸塩、又は硝酸塩と亜硝酸塩との混合物が好ましく挙げられる。
アルカリ金属の塩とアルカリ土類金属の塩とを併用する場合のこれらの割合は、アルカリ金属とアルカリ土類金属との割合で、アルカリ金属1モルに対してアルカリ土類金属が1〜10モルであることが好ましい。
The method for producing a metal aluminum-containing slag and / or ash and the method for producing a cement hardened product of the present invention includes an aqueous solution (s) containing an alkali metal salt and / or an alkaline earth metal salt in the metal aluminum-containing slag and / or ash. ) Is contacted.
In the step (B), the alkali metal salt and / or alkaline earth metal salt is prepared by using the metal aluminum-containing slag and / or ash prepared in the step (A) for the production of a cement hardened product. It is a component that can suppress the expansion of the hardened cement product.
Alkali metals are lithium and sodium, potassium or more of these. Further, alkaline earth metals are calcium and / or magnesium.
Alkali metal salts and / or alkaline earth metal salts, nitrates, nitrites, silicates, and phosphates, especially nitrates, or mixtures of nitrates and nitrites are preferably exemplified.
These ratios when the alkali metal salt and the alkaline earth metal salt are used in combination are the ratio of the alkali metal and the alkaline earth metal, and the alkaline earth metal is 1 to 10 moles per mole of the alkali metal. It is preferable that

工程(B)において、水溶液(s)は、アルカリ金属の塩及び/又はアルカリ土類金属の塩を含むものであれば特に限定されないが、アルカリ金属の塩及び/又はアルカリ土類金属の塩の濃度は、通常50重量%以下、好ましくは0.1〜10重量%、特に好ましくは0.3〜5重量%である。アルカリ金属の塩及び/又はアルカリ土類金属の塩の濃度が低い場合には、金属アルミニウム含有スラグ及び/又は灰との接触量や接触時間を長くする必要があり、一方、該濃度が高い場合には、本発明の所望の効果は達成されるが、得られるスラグや灰をセメント組成物に用いた場合、セメントの凝結促進が大きくなる恐れがある。   In the step (B), the aqueous solution (s) is not particularly limited as long as it contains an alkali metal salt and / or an alkaline earth metal salt, but is not limited to an alkali metal salt and / or an alkaline earth metal salt. The concentration is usually 50% by weight or less, preferably 0.1 to 10% by weight, particularly preferably 0.3 to 5% by weight. When the concentration of the alkali metal salt and / or alkaline earth metal salt is low, it is necessary to increase the contact amount and the contact time with the slag and / or ash containing metal aluminum, while the concentration is high. Although the desired effect of the present invention is achieved, when the obtained slag or ash is used in a cement composition, the setting of cement may be accelerated.

工程(B)において、前記水溶液(s)の金属アルミニウム含有スラグ及び/又は灰への接触量は、処理するスラグ及び/又は灰中の金属アルミニウム含有量やその形態等に応じて、適宜決定することができ、必要に応じて、サンプル試験を行って、接触量や上記濃度を決定することができる。ここで、前記セメント硬化物の膨張を抑制するアルカリ金属の塩及び/又はアルカリ土類金属の塩は、水溶液の形態で使用するので、しかも、スラグや灰に直接接触させるので、アルカリ金属の塩及び/又はアルカリ土類金属の塩の接触量を、従来のセメント組成物への添加・混合に比較して十分減少させることができると共に、接触の条件を緩和でき、工程の煩雑化を抑制することができる。
前記水溶液(s)の濃度及び接触量の決定は、例えば、得られる金属アルミニウム含有スラグ及び/又は灰を、セメント硬化物の製造に用いた場合に、セメント硬化物の膨張率を、JIS TR A0016 付属書1の「コンクリート用溶融固化細骨材を用いたモルタルの膨張率試験方法」に準じて測定した値が、2%以下となるように決定することが好ましい。
In the step (B), the amount of contact of the aqueous solution (s) with the metal aluminum-containing slag and / or ash is appropriately determined according to the content of metal aluminum in the slag to be treated and / or the ash and the form thereof. If necessary, a sample test can be performed to determine the contact amount and the concentration. Here, since the alkali metal salt and / or alkaline earth metal salt that suppresses the expansion of the cement hardened product is used in the form of an aqueous solution, the salt is directly brought into contact with slag or ash. In addition, the contact amount of the alkaline earth metal salt can be sufficiently reduced as compared with the conventional addition and mixing to the cement composition, the contact conditions can be relaxed, and the complication of the process can be suppressed. be able to.
Determination of the concentration and the contact amount of the aqueous solution (s) is, for example, when the obtained metal aluminum-containing slag and / or ash is used for the production of a hardened cement, the expansion coefficient of the hardened cement is determined according to JIS TR A0016. It is preferable that the value measured in accordance with “Appendix 1“ Method for testing expansion rate of mortar using melt-solidified fine aggregate for concrete ”” is 2% or less.

金属アルミニウム含有スラグ及び/又は灰への前記水溶液(s)の接触は、例えば、(1)スラグや灰の製造時に用いる水冷用の冷却水の代わりに前記水溶液(s)を使用し接触させる方法、(2)スラグの粒径調整を行う際に用いられる噴霧水の代わりに前記水溶液(s)を使用し接触させる方法、(3)スラグや灰に前記水溶液(s)を噴霧散布した後に混合する方法、(4)水溶液(s)中にスラグや灰を浸漬した後に取出し乾燥する方法、(5)スラグや灰に前記水溶液(s)を添加して混合する方法等により行なうことができる。水溶液(s)との接触後のスラグや灰は、通常、数分間〜24時間程度、自然乾燥又は強制乾燥することにより、所望のスラグや灰を得ることができる。   The contact of the aqueous solution (s) with the metallic aluminum-containing slag and / or ash is, for example, (1) a method of using the aqueous solution (s) in place of the cooling water for water cooling used in the production of slag or ash. , (2) a method of using the aqueous solution (s) in place of the spray water used when adjusting the particle size of the slag, and (3) mixing after spraying the aqueous solution (s) on slag or ash (4) A method of immersing slag or ash in the aqueous solution (s) and then taking it out and drying it. (5) A method of adding the aqueous solution (s) to the slag or ash and mixing them. The slag and ash after contact with the aqueous solution (s) can be usually dried or forcedly dried for about several minutes to 24 hours to obtain desired slag or ash.

本発明のセメント硬化物の製造方法は、上記工程(B)で得られた金属アルミニウム含有スラグ及び/又は灰、セメント及び水を含むセメント組成物を混合し硬化させる工程(C)を含む。
工程(C)において、前記スラグ及び/又は灰の配合割合は特に限定されないが、セメント組成物中の骨材及び混和材の全量を基準として通常10〜100質量%であり、セメント組成物を硬化させた際に、通常、硬化物1000g当たり50〜500g程度の割合となるように配合することができる。
また、前記スラグ及び/又は灰の配合割合は、通常、セメント100質量部あたり、80〜300質量部程度となるように配合することができる。
The method for producing a hardened cement product of the present invention includes a step (C) of mixing and hardening the cement composition containing metal aluminum-containing slag and / or ash, cement and water obtained in the step (B).
In the step (C), the mixing ratio of the slag and / or ash is not particularly limited, but is usually 10 to 100% by mass based on the total amount of the aggregate and the admixture in the cement composition, and the cement composition is cured. When it is made, it can mix | blend so that it may become a ratio of about 50-500g normally per 1000g of hardened | cured material.
Moreover, the mixing | blending ratio of the said slag and / or ash can be normally mix | blended so that it may become about 80-300 mass parts per 100 mass parts of cement.

前記セメント組成物には、前記スラグ及び/又は灰、セメント及び水の他に、粗骨材、細骨材、混和材、混和剤等の、通常のセメント組成物に配合される他の成分を含有させることができ、硬化させる際に水と混練して、公知の方法により硬化させることにより所望のセメント硬化物を製造することができる。
セメントの種類並びに配合割合は、基本的には、スラグ及び/又は灰中の金属アルミニウム含有割合、他の粗骨材、細骨材、混和材等の配合割合等に応じて、所望の効果が得られるように、また得られるセメント硬化物の用途に応じて適宜調節することができる。
In the cement composition, in addition to the slag and / or ash, cement, and water, other ingredients blended in a normal cement composition such as coarse aggregate, fine aggregate, admixture, and admixture are included. A desired cement cured product can be produced by kneading with water at the time of curing and curing by a known method.
The type and proportion of cement basically has the desired effect according to the proportion of metallic aluminum in slag and / or ash, the proportion of other coarse aggregates, fine aggregates, admixtures, etc. It can adjust suitably according to the use of the cement hardened material obtained so that it may be obtained.

以下、本発明を実施例及び比較例により更に詳細に説明するが、本発明はこれらに限定されない。
実施例1〜5及び比較例1
表1に示す濃度の硝酸カルシウム水溶液をそれぞれ準備し、各水溶液に、金属アルミニウムを含む溶融スラグ(バーナー式表面溶融スラグ)を3時間浸漬した。次いで、浸漬処理したスラグを24時間、40℃の炉で乾燥させ、目的の金属アルミニウム含有スラグを調製した。
調製した各々の金属アルミニウム含有スラグを用いて、JIS TR A0016 付属書1の「コンクリート用溶融固化細骨材を用いたモルタルの膨張率試験方法」に準じてモルタルを調製し、膨張率を測定した。また、比較例1として、硝酸カルシウム水溶液による浸漬処理を行わなかった金属アルミニウム含有溶融スラグを用いて同様に膨張率の測定を行った。結果を表1に示す。
また、上記で調製した実施例4及び比較例1のモルタルについて、材齢1日、7日、14日及び28日における圧縮強度をJIS A 1108に従って測定した。結果を表2に示す。
Hereinafter, although an example and a comparative example explain the present invention still in detail, the present invention is not limited to these.
Examples 1 to 5 and Comparative Example 1
Calcium nitrate aqueous solutions having concentrations shown in Table 1 were prepared, and molten slag containing metal aluminum (burner type surface molten slag) was immersed in each aqueous solution for 3 hours. Next, the immersion-treated slag was dried in an oven at 40 ° C. for 24 hours to prepare a target metal aluminum-containing slag.
Using each of the prepared metal aluminum-containing slags, mortars were prepared according to JIS TR A0016 Annex 1 “Method of testing mortar expansion rate using molten solidified fine aggregate for concrete”, and the expansion rate was measured. . In addition, as Comparative Example 1, the expansion coefficient was measured in the same manner using a metal aluminum-containing molten slag that was not subjected to immersion treatment with an aqueous calcium nitrate solution. The results are shown in Table 1.
Further, the compressive strength at the age of 1 day, 7 days, 14 days and 28 days of the mortars of Example 4 and Comparative Example 1 prepared above was measured according to JIS A 1108. The results are shown in Table 2.

Figure 0005095960
Figure 0005095960

Figure 0005095960
Figure 0005095960

実施例6〜12
表3に示す濃度の硝酸カルシウム水溶液をそれぞれ準備した。次いで、金属アルミニウムを含む溶融スラグ(バーナー式表面溶融スラグ)100重量部に対して、表3に示す割合の各水溶液を添加し、混合撹拌して、目的の金属アルミニウム含有スラグを調製した。
調製した各々の金属アルミニウム含有スラグを用いて、JIS TR A0016 付属書1の「コンクリート用溶融固化細骨材を用いたモルタルの膨張率試験方法」に準じてモルタルを調製し、膨張率を測定した。結果を表3に示す。
Examples 6-12
A calcium nitrate aqueous solution having a concentration shown in Table 3 was prepared. Next, each aqueous solution in a ratio shown in Table 3 was added to 100 parts by weight of molten slag containing metallic aluminum (burner type surface molten slag), and mixed and stirred to prepare a target metallic aluminum-containing slag.
Using each of the prepared metal aluminum-containing slags, mortars were prepared according to JIS TR A0016 Annex 1 “Method of testing mortar expansion rate using molten solidified fine aggregate for concrete”, and the expansion rate was measured. . The results are shown in Table 3.

Figure 0005095960
Figure 0005095960

参考例1〜6
表4に示す濃度の亜硝酸カルシウム:硝酸カルシウムが重量比で1:1の水溶液をそれぞれ準備した。次いで、仮想のスラグとして、砂(大井川産川砂)450g及びアルミニウム微粉末(和光純薬製)2.25gの混合物100重量部に対して、表4に示す割合の各水溶液を添加し、混合撹拌して、目的の金属アルミニウム含有仮想スラグを調製した。
調製した各々の金属アルミニウム含有仮想スラグ全量と、セメント400gと、高性能減水材2gを含む水200gとを用いて、JIS TR A0016 付属書1の「コンクリート用溶融固化細骨材を用いたモルタルの膨張率試験方法」に準じてモルタルを調製し、膨張率を測定した。結果を表4に示す。
Reference Examples 1-6
Aqueous solutions each having a weight ratio of calcium nitrite: calcium nitrate of 1: 1 shown in Table 4 were prepared. Next, as a hypothetical slag, each aqueous solution in the ratio shown in Table 4 was added to 100 parts by weight of a mixture of 450 g of sand (from Oikawa-made river sand) and 2.25 g of fine aluminum powder (manufactured by Wako Pure Chemical Industries), and mixed and stirred. Thus, a target metallic aluminum-containing virtual slag was prepared.
Using the total amount of each metal aluminum-containing virtual slag, 400 g of cement, and 200 g of water containing 2 g of high-performance water-reducing material, JIS TR A0016 Annex 1 “Mortar of mortar using molten solidified fine aggregate for concrete” Mortar was prepared according to “Expansion coefficient test method”, and the expansion coefficient was measured. The results are shown in Table 4.

参考比較例1
仮想のスラグとしての、砂(大井川産川砂)450g及びアルミニウム微粉末(和光純薬製)2.25gと、セメント400gと、高性能減水材2gを含む水200gとを用いて、JIS TR A0016 付属書1の「コンクリート用溶融固化細骨材を用いたモルタルの膨張率試験方法」に準じてモルタルを調製し、膨張率を測定した。結果を表4に示す。
Reference Comparative Example 1
Supplied with JIS TR A0016 using 450g of sand (Oikawa produced river sand) and 2.25g of fine aluminum powder (manufactured by Wako Pure Chemical), 400g of cement and 200g of water containing 2g of high-performance water reducing material as virtual slag Mortar was prepared in accordance with “Method for testing expansion rate of mortar using melt-solidified fine aggregate for concrete” in the book 1, and the expansion rate was measured. The results are shown in Table 4.

参考比較例2及び3
亜硝酸カルシウム:硝酸カルシウムが重量比で1:1の混合物2.25g(参考比較例2)又は該混合物4.50g(参考比較例3)と、高性能減水材2gを含む水200gとを混合した後、仮想のスラグとしての砂(大井川産川砂)450g及びアルミニウム微粉末(和光純薬製)2.25gと、セメント400gとの混合物に添加し、JIS TR A0016 付属書1の「コンクリート用溶融固化細骨材を用いたモルタルの膨張率試験方法」に準じてモルタルを調製し、膨張率を測定した。結果を表4に示す。
尚、参考比較例2の亜硝酸カルシウム:硝酸カルシウムが重量比で1:1の混合物の使用量は、参考例1及び2と同量であり、参考比較例3の亜硝酸カルシウム:硝酸カルシウムが重量比で1:1の混合物の使用量は、参考例3と同量であり、参考例4〜6の亜硝酸カルシウム:硝酸カルシウムが重量比で1:1の混合物の使用量は、参考比較例2よりも少ない割合で使用した例である。
Reference Comparative Examples 2 and 3
2. Mixing 2.25 g of calcium nitrite: calcium nitrate in a weight ratio of 1: 1 (Reference Comparative Example 2) or 4.50 g of the mixture (Reference Comparative Example 3) and 200 g of water containing 2 g of a high performance water reducing material. After that, it was added to a mixture of 450 g of sand (Oikawa-made river sand) as hypothetical slag and 2.25 g of fine aluminum powder (manufactured by Wako Pure Chemical Industries, Ltd.) and 400 g of cement, and “Melting for concrete” in JIS TR A0016 Annex 1 Mortar was prepared according to “Method for testing expansion rate of mortar using solidified fine aggregate”, and the expansion rate was measured. The results are shown in Table 4.
In addition, the usage-amount of the mixture of the calcium nitrite: calcium nitrate of the reference comparative example 2 of 1: 1 by weight ratio is the same amount as the reference examples 1 and 2, and the calcium nitrite: calcium nitrate of the reference comparative example 3 is the same amount. The amount of the mixture used at a weight ratio of 1: 1 is the same as that of Reference Example 3, and the amount of the mixture of calcium nitrite and calcium nitrate of Reference Examples 4 to 6 used at a weight ratio of 1: 1 is the reference comparison. This is an example used in a smaller proportion than Example 2.

Figure 0005095960
Figure 0005095960

表4の結果より、亜硝酸カルシウム:硝酸カルシウムが重量比で1:1の混合物を、仮想スラグ及びセメントの混合物に添加混合した参考比較例2及び3では、その使用量が同一である、本発明の方法に準拠した参考例1及び2又は参考例3と比較してモルタルの膨張率が高いことが判る。また、参考例4〜5より、亜硝酸カルシウム:硝酸カルシウムが重量比で1:1の混合物の使用量を減じた場合でも、膨張率を好ましい範囲の2%以下にできることが判った。   From the results shown in Table 4, in Reference Comparative Examples 2 and 3 in which a mixture of calcium nitrite: calcium nitrate in a weight ratio of 1: 1 was added to the mixture of virtual slag and cement, the amount used was the same. It can be seen that the expansion rate of the mortar is higher than those of Reference Examples 1 and 2 or Reference Example 3 based on the method of the invention. Further, from Reference Examples 4 to 5, it was found that even when the amount of a mixture of calcium nitrite: calcium nitrate of 1: 1 by weight ratio was reduced, the expansion rate could be reduced to 2% or less of the preferred range.

Claims (4)

セメント硬化物の硬化時の膨張を抑制しうる、該セメント硬化物の製造に用いる金属アルミニウム含有スラグ及び/又は灰の製造方法であって、
金属アルミニウム含有スラグ及び/又は灰を準備する工程(A)と、
金属アルミニウム含有スラグ及び/又は灰に、アルカリ金属塩及び/又はアルカリ土類金属塩を含む水溶液(s)を接触させる工程(B)とを含み、前記アルカリ金属がリチウム、ナトリウム、カリウム及びこれらの混合物からなる群より選択され、前記アルカリ土類金属がカルシウム、マグネシウム及びこれらの混合物からなる群より選択され、前記塩が硝酸塩、亜硝酸塩、ケイ酸塩、リン酸塩及びこれらの混合物からなる群より選択されることを特徴とするセメント硬化物用の金属アルミニウム含有スラグ及び/又は灰の製造方法。
A method for producing metal aluminum-containing slag and / or ash, which can be used to produce a hardened cement product, capable of suppressing expansion of the hardened cement product.
A step (A) of preparing metallic aluminum-containing slag and / or ash; and
The metallic aluminum-containing slag and / or ash, saw including a step (B) contacting the aqueous solution (s) containing an alkali metal salt and / or alkaline earth metal salt, the alkali metal is lithium, sodium, potassium and their The alkaline earth metal is selected from the group consisting of calcium, magnesium and mixtures thereof, and the salt is composed of nitrate, nitrite, silicate, phosphate and mixtures thereof. A method for producing metal aluminum-containing slag and / or ash for hardened cement, which is selected from the group .
金属アルミニウム含有スラグ及び/又は灰を準備する工程(A)と、
金属アルミニウム含有スラグ及び/又は灰に、アルカリ金属塩及び/又はアルカリ土類金属塩を含む水溶液(s)を接触させる工程(B)と、
工程(B)で得られた金属アルミニウム含有スラグ及び/又は灰、セメント及び水を含むセメント組成物を混合し硬化させる工程(C)とを含み、前記アルカリ金属がリチウム、ナトリウム、カリウム及びこれらの混合物からなる群より選択され、前記アルカリ土類金属がカルシウム、マグネシウム及びこれらの混合物からなる群より選択され、前記塩が硝酸塩、亜硝酸塩、ケイ酸塩、リン酸塩及びこれらの混合物からなる群より選択されるむことを特徴とするセメント硬化物の製造方法。
A step (A) of preparing metallic aluminum-containing slag and / or ash; and
Contacting the aqueous solution (s) containing the alkali metal salt and / or alkaline earth metal salt with the metal aluminum-containing slag and / or ash, and (B),
Step (B) obtained in metallic aluminum-containing slag and / or ash, saw including a step (C) to be mixed and cured cement composition comprising a cement and water, wherein the alkali metal is lithium, sodium, potassium and their The alkaline earth metal is selected from the group consisting of calcium, magnesium and mixtures thereof, and the salt is composed of nitrate, nitrite, silicate, phosphate and mixtures thereof. A method for producing a hardened cement product, characterized in that it is selected from the group .
アルカリ金属塩及び/又はアルカリ土類金属塩を含む水溶液(s)中のアルカリ金属塩及び/又はアルカリ土類金属塩の濃度が0.1〜50重量%である請求項1又は2記載の製造方法。 The production according to claim 1 or 2, wherein the concentration of the alkali metal salt and / or alkaline earth metal salt in the aqueous solution (s) containing the alkali metal salt and / or alkaline earth metal salt is 0.1 to 50% by weight. Method. 金属アルミニウム含有スラグ及び/又は灰が、ゴミ焼却灰、RDF灰、ゴミ焼却灰溶融スラグ、製鋼スラグ、非鉄金属スラグ、及びこれらの混合物からなる群より選択される請求項1〜3のいずれか1項記載の製造方法。   The metal aluminum-containing slag and / or ash is selected from the group consisting of refuse incineration ash, RDF ash, refuse incineration ash molten slag, steelmaking slag, nonferrous metal slag, and mixtures thereof. The manufacturing method of description.
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TW393448B (en) * 1996-02-28 2000-06-11 Solvay Process for rendering ash inert
JP3990514B2 (en) * 1999-07-29 2007-10-17 株式会社間組 Cement composition
JP3990547B2 (en) * 2001-05-01 2007-10-17 株式会社間組 Expansion inhibitor and cement composition
JP2006199530A (en) * 2005-01-20 2006-08-03 Sumitomo Osaka Cement Co Ltd Method of treating molten slag and mortar or concrete using molten slag obtained by the same as aggregate

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