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JPH08157246A - Ceramic fine aggregate for concrete - Google Patents

Ceramic fine aggregate for concrete

Info

Publication number
JPH08157246A
JPH08157246A JP32143494A JP32143494A JPH08157246A JP H08157246 A JPH08157246 A JP H08157246A JP 32143494 A JP32143494 A JP 32143494A JP 32143494 A JP32143494 A JP 32143494A JP H08157246 A JPH08157246 A JP H08157246A
Authority
JP
Japan
Prior art keywords
fine aggregate
fine
concrete
electric furnace
aggregate
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.)
Granted
Application number
JP32143494A
Other languages
Japanese (ja)
Other versions
JP3575499B2 (en
Inventor
Masaji Nakao
仁二 中尾
Eiji Fuchigami
榮治 渕上
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.)
CHUBU KOHAN KK
CHUBU STEEL PLATE
Original Assignee
CHUBU KOHAN KK
CHUBU STEEL PLATE
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 CHUBU KOHAN KK, CHUBU STEEL PLATE filed Critical CHUBU KOHAN KK
Priority to JP32143494A priority Critical patent/JP3575499B2/en
Publication of JPH08157246A publication Critical patent/JPH08157246A/en
Application granted granted Critical
Publication of JP3575499B2 publication Critical patent/JP3575499B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • 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
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • C04B18/141Slags
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE: To cope with the shortage of a high quality fine aggregate in future, when the development and security of natural sources as the fine aggregate will become difficult, by forming a spherical electric furnace oxidizing slag granulated body, having fine ruggedness on the surface. CONSTITUTION: An electric furnace oxidizing slag fused material containing 10-26wt.% CaO (hereafter in wt.%), 8-22% SiO2 , 4-7% MnO, 2-8% MgO, 13-32% FeO, 9-45% Fe2 O3 , 4-16% Al2 O3 , 1-4% Cr2 O3 , 0.25-0.70% TiO2 , 0.15-0.50% P2 O5 , 0.005-0.08% P and 20-46% Fe, containing completely no clay, no organic impurities and no salt matter and hardly containing free lime, free magnesia and minerals is injected into a drum with propeller, crushed, granulated and quenched in a water mist atmosphere to make a fine aggregate having <=0.5mm particle diameter and the resulting spherical fine aggregate having <=2.5mm particle diameter, 3.3-3.8 specific gravity, free from crack, having fine ruggedness on the surface and composed of a hollow structure is made into slurry by adding cement, water and if necessary, an admixture and the slurry is fed to a molding flask to obtain a concrete product.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はコンクリート建築物、コ
ンクリート構築物、コンクリート成形物等に使用される
コンクリート用セラミック系細骨材に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ceramic fine aggregate for concrete used in concrete buildings, concrete structures, concrete moldings and the like.

【0002】[0002]

【従来の技術】従来コンクリート用の細骨材としては、
主として川砂、ケイ砂、砕砂等の天然資源が使用されて
いる。
2. Description of the Related Art As a conventional fine aggregate for concrete,
Natural resources such as river sand, silica sand, and crushed sand are mainly used.

【0003】[0003]

【発明が解決しようとする課題】しかし上記細骨材とし
ての天然資源の開発、確保が次第に困難となり、将来良
質なコンクリート用の細骨材が不足することは必至であ
ると言われている。
However, it is said that it will be inevitable that the development and securing of natural resources as the above-mentioned fine aggregate will gradually become difficult, and that there will be a shortage of high-quality fine aggregate for concrete in the future.

【0004】[0004]

【課題を解決するための手段】本発明は上記課題を解決
するための手段として、表面に微細な凹凸を有する略球
状の電気炉酸化スラグ粒化物からなるコンクリート用セ
ラミック系細骨材を提供するものであり、該電気炉酸化
スラグ粒化物は中空構造のものからなるかまたは中空構
造のものを含むコンクリート用セラミック系細骨材が望
ましい。本発明を以下に詳細に説明する。
Means for Solving the Problems As a means for solving the above problems, the present invention provides a ceramic-based fine aggregate for concrete, which is made of substantially spherical electric furnace oxidized slag granules having fine irregularities on the surface. It is desirable that the electric furnace oxidation slag granules have a hollow structure, or a ceramic fine aggregate for concrete containing a hollow structure. The present invention is described in detail below.

【0005】〔電気炉酸化スラグ〕本発明に言う電気炉
酸化スラグは、通常Ca O10〜26重量%、Si O2
8〜22重量%、Mn O4〜7重量%、Mg O2〜8重
量%、Fe O13〜32重量%、Fe23 9〜45重量
%、Al23 4〜16重量%、Cr23 1〜4重量%程
度含み、更に微量成分としてTi O2 0.25〜0.7
0重量%、P250.15〜0.50重量%、S0.
005〜0.085重量%程度含み、安定な鉱物組成を
得るためのFe を20〜45重量%程度含むものであ
り、天然骨材成分に含まれる粘土、有機不純物、塩分を
全く含まず、不安定な遊離石灰、遊離マグネシアあるい
は鉱物も殆ど含まない。
[Electric Furnace Oxidation Slag] The electric furnace oxidation slag referred to in the present invention is usually 10 to 26% by weight of CaO and SiO 2
8 to 22% by weight, MnO 4 to 7% by weight, MgO 2 to 8% by weight, Fe O 13 to 32% by weight, Fe 2 O 3 9 to 45% by weight, Al 2 O 3 4 to 16% by weight, Cr 2 O Includes about 31 to 4% by weight and, as a minor component, TiO 2 0.25 to 0.7
0 wt%, P 2 O 5 0.15~0.50 wt%, S0.
It contains about 005 to 0.085% by weight and about 20 to 45% by weight of Fe for obtaining a stable mineral composition. It does not contain clay, organic impurities or salt contained in the natural aggregate component at all. Free of stable free lime, free magnesia or minerals.

【0006】〔細骨材の製造〕上記電気炉酸化スラグを
粒化して細骨材を製造するには、該電気炉酸化スラグの
溶融物を高速回転する羽根付きドラムに注入し、該溶融
物を該羽根付きドラムによって破砕粒状化し、粒状化し
た該溶融物を水ミスト雰囲気中で急冷処理する方法が採
られる。該羽根付きドラムは複数個配置して複数段の破
砕粒状化を行なってもよい。このようにして得られる電
気炉酸化スラグの粒化物は通常5mm以下の粒径を有し細
骨材に分類され、粒径2.5mm以下のものは略球状であ
り、比重は3.3〜3.8の範囲にあり、表面にはひび
割れ等の欠陥はなく、微細な凹凸を有しまた中空構造の
ものからなるかまたは中空構造のものを含んでいる。そ
して粒度分布はJIS−A5005コンクリート用砕砂
の規格範囲にある。
[Production of Fine Aggregate] In order to produce fine aggregate by granulating the electric furnace oxidation slag, the melt of the electric furnace oxidation slag is poured into a drum with a blade rotating at a high speed, and the melt is obtained. Is crushed and granulated by the bladed drum, and the granulated melt is rapidly cooled in a water mist atmosphere. A plurality of bladed drums may be arranged to carry out crushing granulation in a plurality of stages. The granulated product of the electric furnace oxidized slag thus obtained is usually classified as a fine aggregate having a particle size of 5 mm or less, and those having a particle size of 2.5 mm or less are substantially spherical and have a specific gravity of 3.3-. It is in the range of 3.8, has no defects such as cracks on the surface, has fine irregularities, and has a hollow structure or includes a hollow structure. The particle size distribution is within the standard range of JIS-A5005 crushed sand for concrete.

【0007】〔セメント〕上記表面に微細な凹凸を有す
る略球状の電気炉酸化スラグ粒化物からなる細骨材が混
合されるセメントには、例えばポルトランドセメント、
アルミナセメント、フライアッシュセメント、高炉スラ
グセメント、シリカセメント等がある。
[Cement] The cement to which the fine aggregate made of substantially spherical electric furnace oxidized slag granules having fine irregularities on the surface is mixed is, for example, Portland cement.
Alumina cement, fly ash cement, blast furnace slag cement, silica cement and the like.

【0008】〔細骨材の使用〕上記表面に微細な凹凸を
有する電気炉酸化スラグ粒化物からなる細骨材とセメン
トとの混合比率は通常従来の天然細骨材と同様であり、
体積比率としてセメント100に対して300〜600
程度の細骨材が混合される。上記セメント−細骨材混合
物には川砂、ケイ砂、砕石、砕砂、パーライト、フライ
アッシュ、高炉スラグ等の他の骨材、セメント硬化調節
剤、減水剤、増粘剤等が添加されてもよい。上記セメン
ト−細骨材混合物には通常水がセメント100重量部に
対して25〜60重量部程度添加されてスラリー状とさ
れ、該スラリー状のセメント−細骨材混合物は通常型枠
内に流し込まれ、建築物や構築物の躯体、あるいはテト
ラポット等のコンクリート成形物等のコンクリート製品
となる。建築物や構築物の躯体の場合には型枠内に鉄筋
が挿入される。
[Use of Fine Aggregate] The mixing ratio of fine aggregate made of electric furnace oxidized slag granules having fine irregularities on the surface and cement is usually the same as that of conventional natural fine aggregate,
Volume ratio of 300 to 600 for 100 cement
The degree of fine aggregate is mixed. The above cement-fine aggregate mixture may be added with other aggregates such as river sand, silica sand, crushed stone, crushed sand, perlite, fly ash, blast furnace slag, cement hardening regulator, water reducing agent, thickener and the like. . Water is usually added to the cement-fine aggregate mixture in an amount of 25 to 60 parts by weight per 100 parts by weight of cement to form a slurry, and the slurry of the cement-fine aggregate mixture is usually poured into a mold. Then, it becomes a concrete product such as a building or a building frame, or a concrete molded product such as a tetrapot. In the case of the skeleton of a building or structure, reinforcing bars are inserted in the formwork.

【0009】[0009]

【作用】本発明の細骨材は略球状であり表面に微細な凹
凸を有し、コンクリートが該凹凸に食い込むアンカー効
果によってコンクリートと極めて良好な密着性を有す
る。また本発明の細骨材は比重が大きくかつ中空構造の
ものからなるかまたは中空構造のものを含むので、コン
クリート製品の断熱性および遮音性が向上する。更に本
発明の細骨材は略球状であるのでスラリーの流動性が良
く、型枠に流し込む際の充填性に優れ、所定の形状が正
確に得られまた巣穴等の欠陥の発生がない。本発明の細
骨材は製鋼過程で発生する産業廃棄物である電気炉酸化
スラグから得られるので、資源的に問題はなく、かつ電
気炉酸化スラグを有効利用することが出来る。
The fine aggregate of the present invention has a substantially spherical shape and has fine irregularities on the surface, and the concrete has an extremely good adhesion to the concrete due to the anchoring effect that bites into the irregularities. Further, since the fine aggregate of the present invention has a high specific gravity and has a hollow structure or includes a hollow structure, the heat insulating property and sound insulating property of the concrete product are improved. Further, since the fine aggregate of the present invention has a substantially spherical shape, it has a good fluidity of the slurry, an excellent filling property when poured into a mold, a predetermined shape can be accurately obtained, and defects such as burrows do not occur. Since the fine aggregate of the present invention is obtained from the electric furnace oxidizing slag which is an industrial waste generated in the steelmaking process, there is no resource problem and the electric furnace oxidizing slag can be effectively used.

【0010】[0010]

【実施例】【Example】

〔細骨材の製造〕図1に本発明の細骨材を製造する装置
を示す。即ち1500℃前後の電気炉酸化スラグ溶融物
(1) を取鍋(2) からシューター(3) に移し、該シュータ
ー(3) から高速回転する羽根付きドラム(4,5) に注入す
る。該製鋼スラグ溶融物(1) は該羽根付きドラム(4,5)
によって細破砕されて粒状化し、該電気炉酸化スラグ溶
融物の粒化物(1A)は急冷チャンバー(6) 内にスプレー装
置(7) からスプレーされる水ミストによって急冷され
る。そしてこのようにして得られた細骨材(8) は備蓄容
器(9) 内に備蓄される。
[Production of Fine Aggregate] FIG. 1 shows an apparatus for producing the fine aggregate of the present invention. That is, electric furnace oxidation slag melt at around 1500 ° C
(1) Transfer the ladle (2) to the shooter (3) and inject it from the shooter (3) into the high speed rotating bladed drums (4,5). The steelmaking slag melt (1) is the vaned drum (4,5)
The granulated product (1A) of the electric furnace oxidation slag melt is crushed into particles by means of water mist sprayed from the spray device (7) into the quench chamber (6). The fine aggregate (8) thus obtained is stored in the storage container (9).

【0011】該細骨材(8) は略球状であり、表面にはひ
び割れ等の欠陥はなく、微細な凹凸が有り、高硬度(ビ
ッカース硬さで755、モース硬さで6程度)を有し耐
摩耗性に優れており、真比重は3.84、絶乾比重は
3.52、耐火度は1100℃で、透磁性、導電性、耐
酸性、耐アルカリ性等にも優れている。該細骨材(8) の
粒度分布を図2に示す。図2において実線グラフは本発
明の骨材(8) の粒度分布、点線グラフはJIS−A50
05コンクリート用細骨材の規格範囲を示し、該細骨材
(8) は該規格範囲内であることが認められる。
The fine aggregate (8) is substantially spherical, has no defects such as cracks on the surface, has fine irregularities, and has high hardness (755 Vickers hardness, about 6 Mohs hardness). It also has excellent abrasion resistance, a true specific gravity of 3.84, an absolute dry specific gravity of 3.52, and a fire resistance of 1100 ° C, and is excellent in magnetic permeability, conductivity, acid resistance, alkali resistance and the like. The particle size distribution of the fine aggregate (8) is shown in FIG. In FIG. 2, the solid line graph is the particle size distribution of the aggregate (8) of the present invention, and the dotted line graph is JIS-A50.
05 Indicates the standard range of fine aggregate for concrete,
It is recognized that (8) is within the standard range.

【0012】〔実施例1〕上記細骨材と、比較として天
然珪砂を用い、細骨材とセメントとの体積比を4.0と
して混合し、各混合物に対して水を添加してモルタルを
調製し、該モルタルのフロー値が180mmになるように
調整した。この場合の水−セメント比(重量比)を表1
に示す。なお本発明の細骨材と天然珪砂の粒度はJIS
−A5005コンクリート砕砂規格の中央の粒度になる
よう篩別を行なった同一粒度のものを使用した。
[Example 1] Using the above fine aggregate and natural silica sand as a comparison, the fine aggregate and cement were mixed at a volume ratio of 4.0, and water was added to each mixture to form a mortar. It was prepared and adjusted so that the flow value of the mortar was 180 mm. Table 1 shows the water-cement ratio (weight ratio) in this case.
Shown in The fine aggregate of the present invention and the particle size of natural silica sand are JIS
-A5005 The same particle size was used after sieving so as to have a particle size in the center of the crushed concrete standard.

【表1】 表1に示されるように、本発明の細骨材を使用した場合
には、天然珪砂を使用した場合に比して同一フロー値に
するための水−セメント比が格段に低いことが認められ
る。
[Table 1] As shown in Table 1, when the fine aggregate of the present invention is used, it is recognized that the water-cement ratio for achieving the same flow value is much lower than that when natural silica sand is used. .

【0013】上記各モルタルを4cm×4cm×16cmのブ
ロック材に成形し、20℃の恒温水槽中で養生した後、
材令1日、3日、7日、28日で各ブロック材について
曲げ強度および圧縮強度を測定した。その結果は表2に
示される。
After molding each of the above mortars into a block material of 4 cm × 4 cm × 16 cm and curing in a constant temperature water bath at 20 ° C.,
The bending strength and the compressive strength of each block material were measured on the 1st, 3rd, 7th and 28th days of the material age. The results are shown in Table 2.

【表2】 ブロック材A:本発明の細骨材を使用 ブロック材B:天然珪砂を使用 表2によれば、本発明の細骨材を用いたブロック材Aは
天然珪砂を細骨材として用いたブロック材Bよりも曲げ
強度、圧縮強度共にはるかに高い値を示すことが認めら
れる。このような結果は、本発明の細骨材は略球状であ
るから、天然珪砂に比して同じフロー値を示すモルタル
を調製するのに必要な水の量が格段に少なくてすみ、ま
た本発明の細骨材は表面に微細な凹凸を有するから、該
凹凸にセメントが食い込むアンカー効果によるものであ
る。
[Table 2] Block material A: Use fine aggregate of the present invention Block material B: Use natural silica sand According to Table 2, the block material A using the fine aggregate of the present invention is a block material using natural silica sand as fine aggregate. It is recognized that both flexural strength and compressive strength are much higher than those of B. These results indicate that the fine aggregate of the present invention has a substantially spherical shape, so that the amount of water required to prepare a mortar exhibiting the same flow value as compared with natural silica sand is significantly small, and Since the fine aggregate of the present invention has fine irregularities on the surface, this is due to the anchoring effect that cement bites into the irregularities.

【0014】〔実施例2〕上記本発明の細骨材を粒径5
mm以下に篩別したものを使用して表3に示す混練物を作
成した。
[Embodiment 2] The fine aggregate of the present invention has a particle size of 5
The kneaded material shown in Table 3 was prepared by using the material sieved to a size of less than mm.

【表3】 上記混練物を型枠に充填して厚さ100mm、高さ190
mm、長さ390mmの空洞コンクリートブロック(重量ブ
ロック)を成形した。該重量ブロックについて、JIS
−A1416の音響透過損失測定方法によって実験室に
おける音響透過損失を測定した結果を表4に示す。
[Table 3] Fill the mold with the above kneaded product and have a thickness of 100 mm and a height of 190.
A hollow concrete block (weight block) having a length of 390 mm and a length of 390 mm was molded. Regarding the weight block, JIS
Table 4 shows the results of measuring the sound transmission loss in the laboratory by the sound transmission loss measurement method of A1416.

【表4】 表4に示されるように本発明の細骨材を使用した重量ブ
ロックは市販の重量ブロックに比して低周波帯域から高
周波帯域まではるかに高い音響透過損失を示す。これは
本発明の細骨材が中空構造を有するために質量効果に加
えて吸音効果が大きいことによるものと考えられる。
[Table 4] As shown in Table 4, the weight block using the fine aggregate of the present invention exhibits much higher sound transmission loss from the low frequency band to the high frequency band as compared with the commercially available weight block. It is considered that this is because the fine aggregate of the present invention has a hollow structure and thus has a large sound absorbing effect in addition to the mass effect.

【0015】〔実施例3〕上記細骨材を篩別して粒径を
1.2mm以下とした上で、下記表5の処方の混合物を作
成した。
Example 3 The above fine aggregate was sieved to a particle size of 1.2 mm or less, and then a mixture having a formulation shown in Table 5 below was prepared.

【表5】 組成Bは本発明の細骨材を添加しない比較組成である。[Table 5] Composition B is a comparative composition in which the fine aggregate of the present invention is not added.

【0016】組成A,Bの混合物を練り置き時間30分
で型枠に打設して20秒後のスランプフロー試験と充填
試験とを行なった結果を表6に示す。
Table 6 shows the results of the slump flow test and the filling test 20 seconds after the mixture of the compositions A and B was kneaded and placed in the mold for 30 minutes.

【表6】 表6によれば、本発明の細骨材を使用した組成Aの混合
物は本発明の細骨材を使用しない組成Bの混合物に比し
てはるかに高いスランプフローと充填値とを示す。
[Table 6] According to Table 6, the mixture of composition A using the fine aggregate of the present invention exhibits much higher slump flow and filling value than the mixture of composition B not using the fine aggregate of the present invention.

【0017】[0017]

【発明の効果】本発明のコンクリート用セラミック系細
骨材は天然資源を消費することなく、電気炉製鋼過程で
大量に発生する電気炉酸化スラグを原料とするから、資
源的に問題はなくなりかつ電気炉酸化スラグを有効利用
出来る。そして本発明のコンクリート用セラミック系細
骨材は略球状で表面に微細な凹凸を有しかつ比重が大き
く、中空構造のものからなるかまたは中空構造のものを
含むので、超流動コンクリート用細骨材として有用で、
かつコンクリートとの密着性が良好であり、優れた機械
的強度、断熱性、遮音性を有し、重量ブロック、高速道
路の遮音壁等の遮音板、建築物の躯体壁、テトラポッ
ト、魚礁、ヒューム管、暗渠ブロック、コンクリート積
みブロック、L型擁壁、矢板、杭、下水道マンホール
蓋、定盤、階段ブロック、舗石等のコンクリート製品に
用いて優れた性能を発揮する。
EFFECTS OF THE INVENTION The ceramic fine aggregate for concrete of the present invention does not consume natural resources and uses electric furnace oxidation slag, which is generated in a large amount in the electric furnace steelmaking process, as a raw material, so that there is no resource problem. The electric furnace oxidation slag can be effectively used. Since the ceramic fine aggregate for concrete of the present invention has a substantially spherical shape and has fine irregularities on the surface and has a large specific gravity, it is made of a hollow structure or includes a hollow structure, Useful as a material,
In addition, it has good adhesion to concrete, has excellent mechanical strength, heat insulation, and sound insulation, and is a sound block for heavy blocks, highway sound insulation walls, etc., building structure walls, tetrapots, fish reefs, and fumes. It exhibits excellent performance when used in concrete products such as pipes, underdrain blocks, concrete blocks, L-shaped retaining walls, sheet piles, piles, sewer manhole covers, surface plates, stair blocks, and paving stones.

【図面の簡単な説明】[Brief description of drawings]

【図1】骨材製造装置の説明図FIG. 1 is an explanatory diagram of an aggregate manufacturing apparatus.

【図2】骨材の粒度分布を示すグラフFIG. 2 is a graph showing the particle size distribution of aggregate.

【符号の説明】[Explanation of symbols]

1 電気炉酸化スラグ溶融物 4,5 羽根付きドラム 6 冷却チャンバー 7 水ミストスプレー装置 8 細骨材 1 Electric furnace Oxidized slag melt 4,5 Drum with blade 6 Cooling chamber 7 Water mist spray device 8 Fine aggregate

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】表面に微細な凹凸を有する略球状の電気炉
酸化スラグ粒化物からなることを特徴とするコンクリー
ト用セラミック系細骨材
1. A fine ceramic aggregate for concrete, comprising a substantially spherical electric furnace oxidized slag granule having fine irregularities on the surface.
【請求項2】該電気炉酸化スラグ粒化物は中空構造のも
のからなるかまたは中空構造のものを含む請求項1に記
載のコンクリート用セラミック系細骨材
2. The fine ceramic aggregate for concrete according to claim 1, wherein the granulated product of the electric furnace oxidized slag has a hollow structure or includes a hollow structure.
JP32143494A 1994-11-29 1994-11-29 Ceramic fine aggregate for concrete Expired - Fee Related JP3575499B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32143494A JP3575499B2 (en) 1994-11-29 1994-11-29 Ceramic fine aggregate for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32143494A JP3575499B2 (en) 1994-11-29 1994-11-29 Ceramic fine aggregate for concrete

Publications (2)

Publication Number Publication Date
JPH08157246A true JPH08157246A (en) 1996-06-18
JP3575499B2 JP3575499B2 (en) 2004-10-13

Family

ID=18132515

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32143494A Expired - Fee Related JP3575499B2 (en) 1994-11-29 1994-11-29 Ceramic fine aggregate for concrete

Country Status (1)

Country Link
JP (1) JP3575499B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003011266A (en) * 2001-07-04 2003-01-15 Hoshino Sansho:Kk Laminated plate
JP2009114002A (en) * 2007-11-02 2009-05-28 Denki Kagaku Kogyo Kk Abrasion-resistant material and repair method using the same
US7884055B2 (en) 2008-12-04 2011-02-08 Intevep, S.A. Ceramic microspheres for cementing applications
KR20200058057A (en) * 2018-11-19 2020-05-27 주식회사 경봉기업 Octopus fishing banks
KR102299982B1 (en) * 2020-10-27 2021-09-07 송준혁 Artificial reef
CN114380551A (en) * 2021-12-29 2022-04-22 襄阳仁创铸造材料有限公司 Artificial baking-free solid ceramsite and ceramsite concrete and preparation method thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003011266A (en) * 2001-07-04 2003-01-15 Hoshino Sansho:Kk Laminated plate
JP2009114002A (en) * 2007-11-02 2009-05-28 Denki Kagaku Kogyo Kk Abrasion-resistant material and repair method using the same
US7884055B2 (en) 2008-12-04 2011-02-08 Intevep, S.A. Ceramic microspheres for cementing applications
US8143196B2 (en) 2008-12-04 2012-03-27 Intevep, S.A. Ceramic microspheres for cementing applications
US8291727B2 (en) 2008-12-04 2012-10-23 Intevep, S.A. Apparatus for manufacturing ceramic microspheres for cementing applications
KR20200058057A (en) * 2018-11-19 2020-05-27 주식회사 경봉기업 Octopus fishing banks
KR102299982B1 (en) * 2020-10-27 2021-09-07 송준혁 Artificial reef
WO2022092424A1 (en) * 2020-10-27 2022-05-05 송준혁 Artificial reef
CN114380551A (en) * 2021-12-29 2022-04-22 襄阳仁创铸造材料有限公司 Artificial baking-free solid ceramsite and ceramsite concrete and preparation method thereof

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