JP2009179490A - Heavy weight aggregate - Google Patents

Heavy weight aggregate Download PDF

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JP2009179490A
JP2009179490A JP2008017999A JP2008017999A JP2009179490A JP 2009179490 A JP2009179490 A JP 2009179490A JP 2008017999 A JP2008017999 A JP 2008017999A JP 2008017999 A JP2008017999 A JP 2008017999A JP 2009179490 A JP2009179490 A JP 2009179490A
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particles
less
aggregate
heavy weight
particle
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JP5095430B2 (en
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Yasuhide Higo
康秀 肥後
Minoru Yoshimoto
稔 吉本
Takeshi Hamada
武 濱田
Eiji Manabe
永地 真部
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Taiheiyo Cement Corp
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Taiheiyo Cement Corp
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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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/02Agglomerated materials, e.g. artificial aggregates
    • C04B18/021Agglomerated materials, e.g. artificial aggregates agglomerated by a mineral binder, e.g. cement
    • 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
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/0031Heavy materials, e.g. concrete used as ballast material
    • 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

Abstract

<P>PROBLEM TO BE SOLVED: To provide heavy weight aggregate which has a particle diameter and density suitable as those of the fine aggregate of heavy weight concrete and heavy weight mortar, particularly, to provide heavy weight aggregate which can be produced with recycled resources for which a sufficient feed amount can be secured as raw materials, is hardly separated from cement paste, and can obtain high fluidity. <P>SOLUTION: Disclosed is heavy weight aggregate in which the ratio of spherical particles in which the following strain ruggedness is ≤3.3 among all the particles with the particle diameter of 50 μm to 5 mm is ≥20%, and the mass percentage of all the particles among the particles passing through a sifter with a nominal size of 0.15 mm is 10 to 20%. The heavy weight aggregate comprises mill scales generated in the rolling stage of steelmaking and an inorganic material having density in a saturated surface-dry condition of ≤4g/cm<SP>3</SP>, and in which the ratio of spherical particles with strain ruggedness of ≤3.3 is ≥50% among all the particles with the particle diameter of 50 μm to 5 mm: [strain ruggedness]=[the length of the periphery of a particle contour]/[the diameter of a round circle with an area same as the area of a particle contour]. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、消波ブロック、放射線遮断壁等の重量コンクリート、重量モルタル等に用いられる重量骨材に関するものである。   The present invention relates to a heavy aggregate used for heavy concrete such as a wave-dissipating block and a radiation shielding wall, and heavy mortar.

重量コンクリートとは、通常より単位容積重量を大きくしたコンクリートであり、消波ブロック、護岸堤用コンクリート、放射線遮断壁、橋梁ウェイト等に用いられている。重量コンクリートに用いる重量骨材としては、磁鉄鉱や赤鉄鉱などの鉄鉱石が多く用いられてきたが、重量骨材として良質なものの入手が困難になってきており、高価な天然資源の使用は、経済的にも、環境配慮の観点からも好ましくない。鉄鉱石骨材に代わるものとして、電気炉酸化スラグ等の鉄含有量の多いスラグも用いられるが、密度が4g/cm未満のものが多く、重量骨材として十分な密度のものの入手は困難である。他には、製鋼用転炉ダストを篩で分けた粗粒分にセメントを配合する重量コンクリートが提案されている(例えば、特許文献1参照)。しかし、製鋼用転炉ダストの粗粒分は、リサイクル材としての発生量が少なく、重量骨材の原料として十分な供給量が確保できない。
特開平5−319880号公報
Heavy concrete is concrete whose unit volume weight is larger than usual, and is used for wave-dissipating blocks, concrete for revetments, radiation shielding walls, bridge weights, and the like. As heavy aggregates used for heavy concrete, iron ores such as magnetite and hematite have been used in many cases, but it has become difficult to obtain high quality heavy aggregates. It is not preferable from the viewpoint of economy and environmental consideration. As an alternative to iron ore aggregate, slag with high iron content such as electric furnace oxidation slag is also used, but many have a density of less than 4 g / cm 3 and it is difficult to obtain a heavy aggregate with sufficient density. It is. In addition, heavy concrete has been proposed in which cement is mixed with coarse particles obtained by separating steelmaking converter dust with a sieve (see, for example, Patent Document 1). However, the amount of coarse particles in the steelmaking converter dust generated as a recycled material is small, and a sufficient supply amount as a raw material for heavy aggregate cannot be secured.
JP-A-5-31880


製鋼過程で発生する表乾密度の高いリサイクル材の中で、特に発生量の多いリサイクル材は、圧延工程で発生するミルスケールであるが、扁平な形状であるため流動性が極めて低く、骨材として用いることができなかった。発明者らは、ミルスケールと、鋼スラブ表面の溶削処理工程で発生するホットスカーフ、製鋼用転炉ダストの粗粒分、及び高炉水砕スラグから分離された粒状銑鉄などとを適切な混合比で混合することにより、表乾密度が高く、セメントペーストと分離し難く、重量コンクリートや重量モルタルに高い流動性を付与できる良好な重量骨材が得られることを見出し、別途特許出願を行った。しかし、ホットスカーフ、転炉ダストの粗粒分、及び粒状銑鉄は、いずれもリサイクル材としての発生量が多くない。したがって、発生量の多いリサイクル資源を材料として製造でき、セメントペーストと分離し難く、高い流動性が得られる重量骨材が求められていた。

Among the recycled materials with high surface dry density generated in the steelmaking process, the recycled material with a large amount generated is a mill scale generated in the rolling process, but it has a flat shape and has extremely low fluidity. Could not be used. The inventors appropriately mixed mill scale and hot scarf generated in the cutting process of the steel slab surface, coarse particles of converter dust for steel making, and granular pig iron separated from blast furnace granulated slag. By mixing in a ratio, it was found that a good heavy aggregate that has high surface dry density, is difficult to separate from cement paste, and can impart high fluidity to heavy concrete and heavy mortar, and filed a patent separately. . However, the hot scarf, the coarse fraction of the converter dust, and the granular pig iron are all not generated as a recycled material. Therefore, there has been a demand for a heavy aggregate that can be produced using a large amount of recycled resources as a material, is difficult to separate from cement paste, and has high fluidity.

本発明は、重量コンクリートや重量モルタルの細骨材として適切な粒径と密度を備えた重量骨材を安価に提供するものである。特に、十分な供給量が確保できるリサイクル資源を材料として製造でき、セメントペーストと分離し難く、高い流動性が得られる重量骨材を提供するものである。   The present invention provides, at a low cost, a heavy aggregate having a suitable particle size and density as a fine aggregate of heavy concrete or heavy mortar. In particular, the present invention provides a heavy aggregate that can be manufactured using recycled resources capable of securing a sufficient supply amount, is difficult to separate from cement paste, and has high fluidity.

本発明者らは、製鋼の圧延工程で発生するリサイクル材料のミルスケールが、酸化鉄を主要構成成分とし、5g/cm前後の高い表乾密度を有することに着目し、表乾密度は4g/cm以下であっても、球状粒子を50%以上含み、発生量の多いリサイクル材をミルスケールに混合し、粒度分布を適切に調整することにより、重量コンクリートや重量モルタルの細骨材として用いたときに、セメントペーストと分離し難く、高い流動性を付与できる重量骨材が製造できることを見出した。 The present inventors pay attention to the fact that the mill scale of the recycled material generated in the steelmaking rolling process has iron oxide as a main component and a high surface dry density of about 5 g / cm 3 , and the surface dry density is 4 g. / Cm 3 or less, including 50% or more spherical particles, a large amount of recycled material mixed in the mill scale, and by adjusting the particle size distribution appropriately, as a fine aggregate of heavy concrete or heavy mortar It has been found that when used, a heavy aggregate that is difficult to separate from cement paste and can impart high fluidity can be produced.

したがって、本発明は、粒径50μm以上5mm以下の全粒子のうち下記する歪凹凸度が3.3以下の球状粒子が20%以上であり、呼び寸法0.15mmのふるいを通過する粒子が全粒子のうち質量百分率で10%ないし20%である重量骨材であって、製鋼の圧延工程で発生するミルスケールと、表乾密度が4g/cm以下であって、歪凹凸度が3.3以下の球状粒子が粒径50μm以上5mm以下の全粒子のうち50%以上である無機材料とを含むことを特徴とする重量骨材を提供するものである。
[歪凹凸度]=[粒子輪郭の周の長さ]/[粒子輪郭面積と同じ面積の正円の直径]
Therefore, in the present invention, of all the particles having a particle size of 50 μm or more and 5 mm or less, the following spherical particles having a strain unevenness degree of 3.3 or less are 20% or more, and all particles passing through a sieve having a nominal size of 0.15 mm are all. It is a heavy aggregate having a mass percentage of 10% to 20% of the particles, the mill scale generated in the steelmaking rolling process, the surface dry density is 4 g / cm 3 or less, and the strain unevenness is 3. The present invention provides a heavy aggregate characterized in that 3 or less spherical particles include an inorganic material that is 50% or more of all particles having a particle size of 50 μm or more and 5 mm or less.
[Strain unevenness] = [Perimeter of particle outline] / [Diameter of a perfect circle having the same area as the particle outline area]

また、本発明の重量骨材は、粒径50μm以上5mm以下の全粒子のうち歪凹凸度が3.3以下の球状粒子が20%以上であり、呼び寸法0.15mmのふるいを通過する粒子が全粒子のうち質量百分率で10%ないし20%である重量骨材であって、製鋼の圧延工程で発生するミルスケールと、電気炉酸化スラグとを含むことも特徴とする。   Further, the heavy aggregate of the present invention comprises 20% or more of spherical particles having a strain unevenness of 3.3 or less among all particles having a particle size of 50 μm or more and 5 mm or less, and particles passing through a sieve having a nominal size of 0.15 mm. Is a heavy aggregate having a mass percentage of 10% to 20% of the total particle, and is characterized by including a mill scale generated in a steelmaking rolling process and an electric furnace oxidation slag.

本発明の重量骨材は、球状粒子を適度に含有するとともに、通常の細骨材に比して適度に細粒側にシフトした粒度分布を備えることにより、重量コンクリートや重量モルタルの細骨材として用いたときに、従来は増粘剤の大量添加なしには困難であると考えられていたセメントペーストと骨材の分離を抑えながら高い流動性を提供できる。さらに、発生量が豊富なリサイクル材料を混合して得られるため、資源の枯渇が懸念される高価な天然資源である鉄鉱石骨材の代替として有効である。   The heavy aggregate of the present invention contains spherical particles in a moderate amount and has a particle size distribution that is moderately shifted to the finer particle side as compared with a normal fine aggregate, thereby providing a fine aggregate of heavy concrete or heavy mortar. When used as, it is possible to provide high fluidity while suppressing the separation of the cement paste and the aggregate, which has been conventionally considered difficult without adding a large amount of thickener. Furthermore, since it is obtained by mixing recycled materials with abundant generation amount, it is effective as an alternative to iron ore aggregate, which is an expensive natural resource that is feared to be exhausted.

以下、本発明の重量骨材についてさらに詳細に説明する。本発明において重量骨材とは、表乾密度が4g/cm以上の骨材を指す。また、特に言及しない場合は、粒径が5mm以下の重量細骨材を指す。 Hereinafter, the heavy aggregate of the present invention will be described in more detail. In the present invention, the heavy aggregate refers to an aggregate having a surface dry density of 4 g / cm 3 or more. Further, unless otherwise mentioned, it refers to a heavy fine aggregate having a particle size of 5 mm or less.

本発明の重量骨材は、粒径50μm以上5mm以下の全粒子のうち下記する歪凹凸度が3.3以下の球状粒子が20%以上であり、呼び寸法0.15mmのふるいを通過する粒子が全粒子のうち質量百分率で10%ないし20%であることを特徴とする。球状粒子が20%に満たないときは、細骨材として利用した場合のコンクリートやモルタルの流動性が十分に得られず、また骨材とセメントペーストが分離する場合があり、好ましくない。呼び寸法0.15mmのふるいを通過する粒子が質量百分率で10%に満たないとき、または20%を超えるときも、細骨材として利用した場合のコンクリートやモルタルの流動性が十分に得られず、骨材とセメントペーストが分離する場合があり、好ましくない。   The heavy aggregate of the present invention comprises 20% or more of spherical particles having a strain unevenness degree of 3.3 or less, out of all particles having a particle size of 50 μm or more and 5 mm or less, and particles passing through a sieve having a nominal size of 0.15 mm. Is characterized in that it is 10% to 20% in terms of mass percentage of all particles. When the spherical particles are less than 20%, the fluidity of concrete and mortar when used as a fine aggregate is not sufficiently obtained, and the aggregate and the cement paste may be separated, which is not preferable. When particles passing through a sieve with a nominal size of 0.15 mm are less than 10% by mass or more than 20%, the fluidity of concrete and mortar when used as fine aggregate is not sufficiently obtained. The aggregate and the cement paste may be separated, which is not preferable.

ここで、「球状粒子」とは、以下の式で定義される歪凹凸度が3.3以下の粒子をいう。
[歪凹凸度]=[粒子輪郭の周の長さ]/[粒子輪郭面積と同じ面積の正円の直径]
すなわち、走査型電子顕微鏡(SEM)画像の目視によって、その陰影から円板状や半球状と判断できる粒子を除き、明らかに球形に近い粒子を画像処理して解析する。画像処理は、一般的な画像処理ソフト(例えばAdobe Photoshop)を用いて行えばよい。まず、球形に近い粒子の画像から陰影を消して輪郭のみの図形を作成し、該図形の面積と、輪郭の周の長さを求める。該図形を円に近似して(該図形と同面積の円を想定して)、その円の面積πrから半径rを求め、その2倍として直径を求める。直径に対する周の長さの比は、輪郭が円に近いほど、すなわち粒子が球形に近いほど、小さくなり、円周率πに近い値になる。
Here, the “spherical particle” refers to a particle having a strain irregularity defined by the following formula of 3.3 or less.
[Strain unevenness] = [Perimeter of particle outline] / [Diameter of a perfect circle having the same area as the particle outline area]
That is, by visually observing a scanning electron microscope (SEM) image, particles that can be judged to be discoid or hemispherical from the shadow are excluded, and particles that are clearly close to a sphere are image-processed and analyzed. Image processing may be performed using general image processing software (for example, Adobe Photoshop). First, a contour-only figure is created by removing shadows from an image of particles close to a sphere, and the area of the figure and the perimeter of the outline are obtained. The figure is approximated to a circle (assuming a circle having the same area as the figure), the radius r is obtained from the area πr 2 of the circle, and the diameter is obtained by doubling the radius r. The ratio of the circumference length to the diameter becomes smaller as the contour is closer to a circle, that is, as the particle is closer to a sphere, and becomes a value closer to the circumference ratio π.

鋼材の圧延工程で発生する酸化鉄皮膜のミルスケールは、製鋼過程で発生する表乾密度の高いリサイクル材の中で、特に発生量の多いリサイクル材であるが、扁平な形状であるため流動性が極めて低く、ミルスケールを単独で骨材として用いることができない。本発明の重量骨材は、ミルスケールに、表乾密度が4g/cm以下であって、歪凹凸度が3.3以下の球状粒子が粒径50μm以上5mm以下の全粒子のうち50%以上である無機材料を混合することにより得られる。 The mill scale of the iron oxide film generated in the steel rolling process is a recycled material with a large amount of generation among the recycled materials with high surface dry density generated in the steelmaking process, but it has a flat shape and is fluid. Is extremely low, and the mill scale cannot be used alone as an aggregate. The weight aggregate of the present invention has a mill scale with a surface dry density of 4 g / cm 3 or less, and 50% of all spherical particles having a strain unevenness of 3.3 or less and a particle size of 50 μm or more and 5 mm or less. It can be obtained by mixing the above inorganic materials.

ミルスケールの表乾密度がおよそ5g/cmであることを考慮すると、ミルスケールと前記無機材料との混合比は、容積比で30:70ないし70:30であることが好ましく、40:60ないし60:40であることがより好ましい。また、前記無機材料の表乾密度が3.5g/cmないし4g/cmであることが好ましい。ミルスケールの混合容積比が30%に満たないときは、重量骨材の表乾密度が4g/cmに満たない場合が生じ、ミルスケールの混合容積比が60%を超えるときは、球状粒子が20%に満たない場合が生じるので好ましくない。ただし、無機材料中の球状粒子の割合が67%以上である場合には、ミルスケールの容積比を70%まで混合することができる。また、混合容積比が30:70ないし70:30であっても、混合する無機材料の粒度分布に偏りがあり、混合後の重量骨材のうち、呼び寸法0.15mmのふるいを通過する粒子が質量百分率で10%ないし20%の条件を満たさない場合には、コンクリートやモルタルの流動性が十分に得られず、または材料分離する場合があり、好ましくない。 Considering that the surface dry density of the mill scale is about 5 g / cm 3 , the mixing ratio of the mill scale and the inorganic material is preferably 30:70 to 70:30 in volume ratio, and 40:60 Or more preferably 60:40. The surface dry density of the inorganic material is preferably 3.5 g / cm 3 to 4 g / cm 3 . When the mixing volume ratio of the mill scale is less than 30%, the surface dry density of the heavy aggregate may be less than 4 g / cm 3, and when the mixing volume ratio of the mill scale exceeds 60%, the spherical particles Is less than 20%, which is not preferable. However, when the ratio of the spherical particles in the inorganic material is 67% or more, the volume ratio of the mill scale can be mixed up to 70%. Further, even when the mixing volume ratio is 30:70 to 70:30, the particle size distribution of the inorganic material to be mixed is uneven, and the particles passing through the sieve having a nominal size of 0.15 mm among the heavy aggregate after mixing However, when the mass percentage does not satisfy the condition of 10% to 20%, the fluidity of concrete or mortar may not be sufficiently obtained, or the material may be separated, which is not preferable.

発生量が豊富なリサイクル材料であって、本発明に用いることが可能な、歪凹凸度が3.3以下の球状粒子が粒径50μm以上5mm以下の全粒子のうち50%以上である無機材料としては、電気炉酸化スラグを挙げることができる。特に、風砕粒化スラグが球状粒子の含有比率が高く、好ましい。電気炉酸化スラグはカルシウム分の含有量が多いため、製鋼過程で発生するリサイクル材の中では表乾密度が低いが、主要構成成分は酸化鉄であるので、3.5〜4g/cmの表乾密度が確保できる。しかし、ミルスケールと電気炉酸化スラグを混合した場合には、呼び寸法0.15mmのふるいを通過する粒子が不足する場合がある。その場合には、製鋼用転炉ダストなどを混合し、細粒分を補うことが好ましい。ミルスケール、電気炉酸化スラグ、及び転炉ダストを50μmふるいで分けた粗粒分を混合する場合は、各々質量百分率で50〜70%、20〜30%、及び10〜20%とすることが好ましい。 Recycled material with abundant amount of generation, inorganic material that can be used in the present invention, wherein spherical particles having a strain unevenness degree of 3.3 or less are 50% or more of all particles having a particle size of 50 μm or more and 5 mm or less As an example, an electric furnace oxidation slag can be mentioned. In particular, pulverized granulated slag is preferable because the content ratio of spherical particles is high. Since the electric furnace oxidation slag has a high calcium content, the surface dry density is low among the recycled materials generated in the steelmaking process, but the main component is iron oxide, so 3.5 to 4 g / cm 3 The surface dry density can be secured. However, when mill scale and electric furnace oxidation slag are mixed, there may be a shortage of particles passing through a sieve having a nominal size of 0.15 mm. In that case, it is preferable to supplement the fine particles by mixing steelmaking converter dust and the like. When mixing coarse particles obtained by separating mill scale, electric furnace oxidation slag, and converter dust with 50 μm sieve, the mass percentage may be 50-70%, 20-30%, and 10-20%, respectively. preferable.

以下に、実施例及び比較例を挙げて本発明をさらに具体的に説明するが、本発明は、その要旨を超えない限りこれらの実施例に限定されるものではない。   Hereinafter, the present invention will be described more specifically with reference to examples and comparative examples. However, the present invention is not limited to these examples as long as the gist thereof is not exceeded.

実施例1
(試験方法)
(1)表乾密度、球形比率(球状粒子の割合)、粒度分布(ふるい通過率)を表1に示すミルスケールと、電気炉酸化スラグ(風砕粒化スラグ)、転炉ダスト(50μmふるいで分けた粗粉分)とを表2に示す混合割合で混合し、混合砂1〜6を調整した。各混合砂の表乾密度、球形比率、及び0.15mmふるい通過率を併せて表2に示す。
(2)(1)で調整した混合砂に普通ポルトランドセメントを砂セメント容積比2.97で混合し、セメント570kg/mあたり、6.27kg/mのポリカルボン酸エーテル系高性能AE減水剤と、0.23kg/mの消泡剤を含んだ256kg/mの水(水セメント比45.0%)を加えて、混練りした。
(3)JIS R 5201セメントの物理試験方法のフローコーンを用い、直径100mm、高さ40mmのフローコーンに(2)で調整したモルタルを充填し、コーンを引き抜いて、モルタルフローを測定した。また、セメントペーストと骨材との分離状態は、目視判断した。
Example 1
(Test method)
(1) Mill scale shown in Table 1 for surface dry density, spherical ratio (spherical particle ratio), particle size distribution (sieving passage rate), electric furnace oxidation slag (pulverized granulated slag), converter dust (50 μm sieve) The divided coarse powder) was mixed at a mixing ratio shown in Table 2 to prepare mixed sands 1 to 6. Table 2 shows the surface dry density, spherical ratio, and 0.15 mm sieve passing rate of each mixed sand.
(2) (1) ordinary Portland cement mixed sand was adjusted by mixing with sand cement volume ratio 2.97, the cement 570 kg / m 3 per, 6.27 kg / m 3 of a polycarboxylic acid ether high AE water reducing The agent and 256 kg / m 3 water (water cement ratio 45.0%) containing 0.23 kg / m 3 defoamer were added and kneaded.
(3) Using the flow cone of the physical test method of JIS R 5201 cement, the flow cone with a diameter of 100 mm and a height of 40 mm was filled with the mortar prepared in (2), the cone was pulled out, and the mortar flow was measured. Further, the state of separation between the cement paste and the aggregate was visually judged.

(試験結果)
モルタルフローの測定結果及び材料分離状態の判定結果を表3に示した。モルタルフローの判定は、130mm以上で良好とした。
(Test results)
Table 3 shows the measurement results of the mortar flow and the determination results of the material separation state. The determination of the mortar flow was good at 130 mm or more.

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Figure 2009179490

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表2及び表3に示したとおり、0.15mmふるい通過率が10%に満たない混合砂1及び混合砂2では、セメントペーストと骨材の分離が顕著であった。球状粒子の割合が20%に満たない混合砂3では、モルタルフローが105mmと、ほとんど流動しなかった。一方、球状粒子の割合が20%以上で、0.15mmふるい通過率が10%ないし20%の混合砂4〜6では、セメントペーストと骨材が分離することなく、高いモルタルフローが得られた。したがって、ミルスケールに流動性を与える材料として電気炉酸化スラグを混合し、さらに粒度調整を行うことにより、セメントペーストと分離し難く、高い流動性が得られる重量骨材が得られることが示された。また、粒度調整のためには、転炉ダストの粗粒分の混合が有効であり、ミルスケール、電気炉酸化スラグ、及び転炉ダスト粗粒分の混合比率は、各々質量百分率で50〜70%、20〜30%、及び10〜20%とすることが好ましいことが示された。 As shown in Table 2 and Table 3, in the mixed sand 1 and the mixed sand 2 having a 0.15 mm sieve passage rate of less than 10%, the separation of the cement paste and the aggregate was remarkable. In the mixed sand 3 in which the ratio of the spherical particles was less than 20%, the mortar flow was 105 mm and hardly flowed. On the other hand, in the mixed sand 4 to 6 having a spherical particle ratio of 20% or more and a 0.15 mm sieve passage rate of 10% to 20%, a high mortar flow was obtained without separation of the cement paste and the aggregate. . Therefore, it is shown that by mixing electric furnace oxidation slag as a material that gives fluidity to the mill scale and further adjusting the particle size, a heavy aggregate that is difficult to separate from cement paste and has high fluidity can be obtained. It was. In order to adjust the particle size, mixing of the coarse particles of the converter dust is effective, and the mixing ratio of the mill scale, the electric furnace oxidation slag, and the converter dust coarse particles is 50 to 70 in terms of mass percentage, respectively. %, 20-30%, and 10-20%.

本発明の重量骨材は、通常のコンクリートより高い単位容積質量を必要とする重量コンクリート用細骨材として広く利用でき、特にポンプ圧送などの高い施工性を必要とする用途で有用である。   The heavy aggregate of the present invention can be widely used as a fine aggregate for heavy concrete that requires a unit volume mass higher than that of ordinary concrete, and is particularly useful in applications requiring high workability such as pumping.

Claims (2)

粒径50μm以上5mm以下の全粒子のうち下記する歪凹凸度が3.3以下の球状粒子が20%以上であり、呼び寸法0.15mmのふるいを通過する粒子が全粒子のうち質量百分率で10%ないし20%である重量骨材であって、製鋼の圧延工程で発生するミルスケールと、表乾密度が4g/cm以下であって、歪凹凸度が3.3以下の球状粒子が粒径50μm以上5mm以下の全粒子のうち50%以上である無機材料とを含むことを特徴とする重量骨材。
[歪凹凸度]=[粒子輪郭の周の長さ]/[粒子輪郭面積と同じ面積の正円の直径]
Among all the particles having a particle size of 50 μm or more and 5 mm or less, the spherical particles having a strain unevenness degree of 3.3 or less described below are 20% or more, and the particles passing through a sieve having a nominal size of 0.15 mm are expressed by mass percentage of the total particles A heavy aggregate of 10% to 20%, a spherical scale having a mill scale generated in a steelmaking rolling process, a surface dry density of 4 g / cm 3 or less, and a strain unevenness of 3.3 or less. A heavy aggregate comprising an inorganic material that is 50% or more of all particles having a particle diameter of 50 μm or more and 5 mm or less.
[Strain unevenness] = [Perimeter of particle outline] / [Diameter of a perfect circle having the same area as the particle outline area]
粒径50μm以上5mm以下の全粒子のうち歪凹凸度が3.3以下の球状粒子が20%以上であり、呼び寸法0.15mmのふるいを通過する粒子が全粒子のうち質量百分率で10%ないし20%である重量骨材であって、製鋼の圧延工程で発生するミルスケールと、電気炉酸化スラグとを含むことを特徴とする重量骨材。   Spherical particles having a strain irregularity of 3.3 or less are 20% or more of all particles having a particle size of 50 μm or more and 5 mm or less, and particles passing through a sieve having a nominal size of 0.15 mm are 10% by mass of all particles. A heavy aggregate that is 20% or more, comprising a mill scale generated in a steelmaking rolling process and an electric furnace oxidation slag.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014177370A (en) * 2013-03-14 2014-09-25 Toyo Univ Underwater inseparable concrete

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62207744A (en) * 1986-03-10 1987-09-12 電気化学工業株式会社 High strength mortar concrete
JP2002160957A (en) * 2000-11-17 2002-06-04 Hoshino Sansho:Kk Composition and sound-insulating and vibration- mitigating sheet
JP2002316857A (en) * 2001-04-16 2002-10-31 Hoshino Sansho:Kk Powder composition and inorganic molding
JP2006069832A (en) * 2004-09-01 2006-03-16 Denki Kagaku Kogyo Kk Extra quick hardening and highly flowable mortar composition, extra quick hardening and highly flowable mortar and extra quick hardening and highly flowable concrete using the mortar
WO2008062580A1 (en) * 2006-11-22 2008-05-29 Taiheiyo Cement Corporation Heavy weight aggregates
JP2009179494A (en) * 2008-01-29 2009-08-13 Taiheiyo Cement Corp Heavyweight concrete

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62207744A (en) * 1986-03-10 1987-09-12 電気化学工業株式会社 High strength mortar concrete
JP2002160957A (en) * 2000-11-17 2002-06-04 Hoshino Sansho:Kk Composition and sound-insulating and vibration- mitigating sheet
JP2002316857A (en) * 2001-04-16 2002-10-31 Hoshino Sansho:Kk Powder composition and inorganic molding
JP2006069832A (en) * 2004-09-01 2006-03-16 Denki Kagaku Kogyo Kk Extra quick hardening and highly flowable mortar composition, extra quick hardening and highly flowable mortar and extra quick hardening and highly flowable concrete using the mortar
WO2008062580A1 (en) * 2006-11-22 2008-05-29 Taiheiyo Cement Corporation Heavy weight aggregates
JP4166269B2 (en) * 2006-11-22 2008-10-15 太平洋セメント株式会社 Heavy aggregate
JP2009179494A (en) * 2008-01-29 2009-08-13 Taiheiyo Cement Corp Heavyweight concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014177370A (en) * 2013-03-14 2014-09-25 Toyo Univ Underwater inseparable concrete

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