JPH0471023B2 - - Google Patents
Info
- Publication number
- JPH0471023B2 JPH0471023B2 JP27567585A JP27567585A JPH0471023B2 JP H0471023 B2 JPH0471023 B2 JP H0471023B2 JP 27567585 A JP27567585 A JP 27567585A JP 27567585 A JP27567585 A JP 27567585A JP H0471023 B2 JPH0471023 B2 JP H0471023B2
- Authority
- JP
- Japan
- Prior art keywords
- slag
- electric furnace
- heating
- ferronic
- 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.)
- Expired - Lifetime
Links
- 239000002893 slag Substances 0.000 claims description 53
- 238000000034 method Methods 0.000 claims description 22
- 238000010438 heat treatment Methods 0.000 claims description 19
- 238000001816 cooling Methods 0.000 claims description 11
- 238000004519 manufacturing process Methods 0.000 claims description 11
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 25
- 239000003513 alkali Substances 0.000 description 13
- 239000000377 silicon dioxide Substances 0.000 description 11
- 238000006243 chemical reaction Methods 0.000 description 10
- 238000002474 experimental method Methods 0.000 description 6
- 238000012360 testing method Methods 0.000 description 6
- 239000011521 glass Substances 0.000 description 5
- 239000000203 mixture Substances 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000009257 reactivity Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 229910000863 Ferronickel Inorganic materials 0.000 description 3
- 229910004298 SiO 2 Inorganic materials 0.000 description 3
- 238000003723 Smelting Methods 0.000 description 3
- 239000003575 carbonaceous material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- PXHVJJICTQNCMI-UHFFFAOYSA-N nickel Substances [Ni] PXHVJJICTQNCMI-UHFFFAOYSA-N 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 239000002994 raw material Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000002904 solvent Substances 0.000 description 3
- 235000019738 Limestone Nutrition 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 229910052634 enstatite Inorganic materials 0.000 description 2
- 229910052839 forsterite Inorganic materials 0.000 description 2
- 238000005469 granulation Methods 0.000 description 2
- 230000003179 granulation Effects 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 239000006028 limestone Substances 0.000 description 2
- HCWCAKKEBCNQJP-UHFFFAOYSA-N magnesium orthosilicate Chemical compound [Mg+2].[Mg+2].[O-][Si]([O-])([O-])[O-] HCWCAKKEBCNQJP-UHFFFAOYSA-N 0.000 description 2
- BBCCCLINBSELLX-UHFFFAOYSA-N magnesium;dihydroxy(oxo)silane Chemical compound [Mg+2].O[Si](O)=O BBCCCLINBSELLX-UHFFFAOYSA-N 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 229910052759 nickel Inorganic materials 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000010298 pulverizing process Methods 0.000 description 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical group [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 238000002441 X-ray diffraction Methods 0.000 description 1
- 230000002159 abnormal effect Effects 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- RHZUVFJBSILHOK-UHFFFAOYSA-N anthracen-1-ylmethanolate Chemical compound C1=CC=C2C=C3C(C[O-])=CC=CC3=CC2=C1 RHZUVFJBSILHOK-UHFFFAOYSA-N 0.000 description 1
- 239000003830 anthracite Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 239000000571 coke Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 238000010583 slow cooling Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002918 waste heat Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use 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
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/141—Slags
- C04B18/144—Slags from the production of specific metals other than iron or of specific alloys, e.g. ferrochrome slags
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use 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)
Description
〔産業上の利用分野〕
本発明は、コンクリート骨材用フエロニツケル
スラグの製法に関する。
〔従来の技術〕
ガーニライト鉱等の硅苦土ニツケル鉱から粗フ
エロニツケルを工業的に製造する際には、多量の
スラグ(フエロニツケルスラグ)が生成すること
が知られている。
フエロニツケルの工業的製法としては、一般
に、仮焼した鉱石に還元剤としてコークス、無煙
炭等の炭材を添加し電気炉で溶練する電気炉法;
団塊状に加工した鉱石と石灰岩等の溶剤と炭材と
を混合し、溶鉱炉で溶錬する溶鉱炉法;および鉱
石と溶剤と炭材を粉砕、混合しロータリーキルン
で溶練するロータリーキルン法が用いられてお
り、これらの製法から生ずる溶体スラグは、水槽
中又は高圧水で水砕、急冷して粒状化する方法
(水砕スラグ)で処理され、また電気炉法で得ら
れたものは路盤上に層状に流して注水しながら冷
却する方法(乾燥)、溶体スラグの落下中に多量
の空気を噴射して冷却し粒状化する方法(風砕ス
ラグ)によつても処理されている。
ところで、原料として用いられる硅苦土ニツケ
ル鉱の代表的組成は、Ni 2〜3%、Fe 8〜20
%、MgO 20〜30%およびSiO2 30〜50%であつ
てNi、Fe等の金属成分含量が低いため、Ni品位
20〜25%程度のフエロニツケルを製造する際には
大量のスラグが発生することになり、我国におけ
るこのスラグ発生量は年間150万トン前後にも達
する。
このように大量に発生するフエロニツケルスラ
グは、一部がMgO源として鉄製錬の溶剤として、
又硅カル肥料等の原料として使用されているが、
大部分は埋立てに利用されたり、単に堆積処分に
供されてきた。しかし、フエロニツケルスラグの
発生量が莫大であるため埋立や堆積を行なう用
地、場所を確保することが困難となる等処理費の
増大も無視できない問題となつているのが現状で
ある。そこで、資源の有効利用のためにも新たな
用途の開発が望まれていたのであるが、近時、そ
のような新用途としてコンクリート用細骨材とし
ての利用が注目されるに至つた。すなわち、土木
建築業界では、従来コンクリート用細骨材として
用いられてきた天然の川砂が枯渇するに及び海砂
等が代用されているが砂中の残留塩分が鉄筋を腐
食させる等の問題を抱え、良質な細骨材の安定供
給が求められていたが、前記のフエロニツケルス
ラグの多くは、粒度調整することにより細骨材と
して好適であり施工性、コンクリート強度などの
点で問題ないことが判つた。
〔発明が解決しようとする問題点〕
しかしながら、電気炉法で発生したものを水砕
したスラグ(以下、「電気炉水砕スラグ」という)
だけは、最も産出量が多いものであるにも拘ら
ず、使用条件によつてはセメント中のアルカリと
反応するいわゆるアルカリ骨材反応を起して、コ
ンクリートに異常膨張や亀裂を発生させる原因と
なることが判明した。
本発明者らの研究により、電気炉水砕スラグが
アルカリ骨材反応を起し易い原因は、その鉱物組
成が急冷のため晶出するフオルステライト
(Forsterite、2MgO・SiO2)とシリカ分の高い
ガラス質からなつており、このシリカ分の高いガ
ラス質がセメント中のアルカリと反応し易いため
であり、一方他のフエロニツケルスラグはエンス
タタイト(Enstatite、MgO・SiO2)を主成分と
し、ガラス質の含有量が極めて低いためアルカリ
骨材反応を起さないことが判つた。
電気炉水砕スラグがシリカ分が高いガラス質を
多く含有する理由は、前述のように電気炉法によ
り発生する1500〜1600℃の溶体スラグを水砕の際
に急冷する結果と考えられる。そこで、シリカ分
の高いガラス質の生成を抑制するために、電気炉
製錬の際に石灰岩等を添加して製錬を行なうこと
によりスラグ組成を変えるか、あるいはスラグの
水砕を止め乾滓又は風砕により徐冷するようにす
ることが対策として考えられる。しかし、前者の
方法は添加物により副原料費、溶解エネルギー費
等が増加するとともに作業の煩雑化を招くという
問題があり、また後者の方法は広い面積と長い処
理時間を必要とするほか、路盤上の高温スラグを
ブルドーザで破砕しながら回収するため環境を悪
化し、かつ工数が増しやはり作業の煩雑化を招く
という問題がある。さらに、これらの方法には、
得られたスラグを細骨材として使用するためには
粉砕、篩別等の粒度調整を行なう作業にはより大
きな費用がかかるという欠点がある。
そこで、本発明の目的は、電気炉水砕スラグか
らアルカリ骨材反応を起さず、コンクリート骨材
として好適なフエロニツケルスラグを製造する方
法を提供することにある。
〔問題点を解決するための手段〕
すなわち、本発明は、前記従来技術の問題点を
解決するものとして、電気炉法によるフエロニツ
ケル製造工程で産出した溶融状態のフエロニツケ
ルスラグを水砕して得た粒状フエロニツケルスラ
グを、1000℃以上に加熱保持した後冷却すること
からなるコンクリート骨材用フエロニツケルスラ
グの製法を提供するものである。
本発明の製法においては、必要加熱時間は加熱
温度に依存し、一般に温度が高い程より短かい加
熱時間で所期の効果を達成することができる。例
えば、1000〜1100℃程度では約2時間以上の加熱
が好ましいが、1200℃程度では1時間以上の加熱
で十分である。1100〜1200℃の範囲の温度であれ
ば、必要最小時間は1〜2時間の範囲にある。
1000℃以上のある温度における必要加熱時間は、
後記実施例で示すように簡単な実験により当業者
は容易に知ることが可能である。
加熱を行なう際の雰囲気は特に限定されず、大
気中で十分である。また、加熱に用いる加熱炉も
特に限定されず、例えば、ロータリーキルン、ヘ
レシヨフ炉、トンネルキルン等が挙げられ、通常
の加熱炉を使用することができる。なお、補助熱
源として、フエロニツケルスラグ製錬工程で発生
する種々の排熱を利用すると経済的である。
また、本発明の方法では、加熱後の冷却方法も
特に限定されず、徐冷でも急冷でも差しつかえな
い。急冷によれば、短時間で製造を終えることが
できる。
〔作用〕
本発明の方法における加熱処理により、電気炉
水砕スラグ中のフオルステライトとシリカ分の高
いガラス質がエンスタタイトに転化する。
〔実施例〕
以下、本発明を実施例により具体的に説明す
る。
(1) 第1表に示す試料スラグA〜Eは、それぞれ
表示のように溶鉱炉法、ロータリーキルン法又
は電気炉法により粗フエロニツケルを製造した
ときに発生したスラグを水砕、乾滓又は風砕処
理して得られたものであり、同表には化学組
成、X線分析および顕微鏡観察で測定した鉱物
組成、ならびにASTM C−289に規定の方法
によりコンクリート骨材として使用した場合の
アルカリとの潜在反応性を試験(アルカリ骨材
反応試験)した結果が示されている。また、第
2図は、このアルカリ骨材反応試験で得られ
た、各試料スラグの溶解シリカ量(SC)およ
びアルカリ濃度減少量の関係をグラフ化したも
のであり、境界線aの右側に落ちた試料点はア
ルカリとの反応性が潜在的に有害であることを
示し、左側に落ちた試料点は無害である。試料
スラグA〜Eのうち、電気炉水砕スラグである
Cのみが有害域にあり、コンクリート骨材とし
て問題があることがわかる。
(2) 第1表の試料スラグCと同じスラグ2Kgを粒
度を変えずにアルミナ柑堝に入れ、第2表に示
すように各実験No.ごとに所定温度に予め昇温し
ておいたシリユニツト電気炉に装入、それぞれ
同表に示した時間前記温度に保持した。その後
スラグを炉から取出し、室温で放冷した。冷却
後のスラグを前述のASTM−C289の方法によ
り、アルカリ骨材反応試験に供し、アルカリ濃
度減少量(RC)および溶解シリカ量(SC)を
測定した。結果を第2表および第1図に示す。
実験No.5の結果を比較のため第1表にも示し
た。
なお、実験No.1は加熱処理を施さない試料Cそ
のものであり、第2表において*印を付した実験
No.は比較例であることを示す。
上記の結果より、1000℃以上の温度で加熱処理
することにより、スラグの潜在的アルカリ反応性
を無害域へ移すことが可能であることがわかる。
なお、実験No.3,4,6および7は、1000℃以上
の加熱温度でも加熱時間が短かすぎると十分な効
果が得られないこを示すとともに、加熱の所要時
間はそれぞれの温度ごとに容易に見出し得ること
を示している。
[Industrial Field of Application] The present invention relates to a method for producing ferronic slag for concrete aggregate. [Prior Art] It is known that a large amount of slag (ferronite slag) is produced when crude ferronite is industrially produced from silica nickelite such as garillite ore. The industrial method for producing Ferronitskel is generally an electric furnace method in which carbonaceous materials such as coke and anthracite are added as a reducing agent to calcined ore and smelted in an electric furnace;
The blast furnace method, in which ore processed into nodules, a solvent such as limestone, and carbonaceous materials are mixed and smelted in a blast furnace; and the rotary kiln method, in which the ore, solvent, and carbonaceous materials are crushed and mixed, and then smelted in a rotary kiln are used. The solution slag produced by these manufacturing methods is processed by a method of crushing it in a water tank or with high-pressure water and granulating it by rapid cooling (granulated slag), and the slag obtained by the electric furnace method is treated as a layer on the roadbed. There are also methods for cooling the solution slag while pouring water into it (drying), and cooling and granulating it by injecting a large amount of air while the solution slag is falling (air-crushed slag). By the way, the typical composition of silica nickelite used as a raw material is 2-3% Ni, 8-20% Fe.
%, MgO 20-30% and SiO 2 30-50%, and the content of metal components such as Ni and Fe is low, so the Ni grade is low.
A large amount of slag is generated when producing 20 to 25% ferronitskel, and the amount of slag generated in Japan reaches around 1.5 million tons per year. Ferronic slag, which is generated in large quantities, is partially used as an MgO source and as a solvent in iron smelting.
It is also used as a raw material for silicon fertilizer, etc.
Most of the waste has been used for landfill or simply for disposal. However, the current situation is that the amount of ferronitkel slag generated is so large that it is difficult to secure land and space for reclamation and deposition, resulting in an increase in processing costs that cannot be ignored. Therefore, there has been a desire to develop new uses for the effective use of resources, and recently, the use as fine aggregate for concrete has attracted attention as such a new use. In other words, in the civil engineering and construction industry, as the natural river sand that has traditionally been used as fine aggregate for concrete runs out, sea sand is being substituted, but there are problems such as residual salt in the sand corroding reinforcing bars. , there was a need for a stable supply of high-quality fine aggregate, but most of the ferronitkel slags mentioned above are suitable as fine aggregates by adjusting the particle size, and there are no problems in terms of workability, concrete strength, etc. I found out. [Problems to be solved by the invention] However, the slag produced by the electric furnace method and granulated (hereinafter referred to as "granulated electric furnace slag")
Although it is produced in the largest amount, depending on the conditions of use, it can cause a so-called alkaline aggregate reaction that reacts with the alkali in cement, causing abnormal expansion and cracks in concrete. It turned out to be. According to research conducted by the present inventors, the reason why electric furnace granulated slag is susceptible to alkaline aggregate reactions is that its mineral composition is high in forsterite (2MgO・SiO 2 ) that crystallizes due to rapid cooling and silica content. This is because the glass with high silica content easily reacts with the alkali in cement.On the other hand, other ferronite slags have enstatite (MgO・SiO 2 ) as their main component. It was found that the alkaline aggregate reaction did not occur because the glass content was extremely low. The reason why the electric furnace granulated slag contains a large amount of glass with a high silica content is thought to be the result of rapidly cooling the solution slag at 1500 to 1600°C generated by the electric furnace method during granulation, as described above. Therefore, in order to suppress the formation of glass with a high silica content, it is necessary to change the slag composition by adding limestone etc. during electric furnace smelting, or to stop slag granulation and dry slag. Alternatively, a possible countermeasure is to gradually cool the material by air crushing. However, the former method has the problem that additives increase the cost of auxiliary raw materials, melting energy costs, etc. and complicate the work, while the latter method requires a large area and long processing time, and Since the high-temperature slag above is collected while being crushed with a bulldozer, there are problems in that the environment is degraded and the number of man-hours increases, which also makes the work more complicated. Furthermore, these methods include
In order to use the obtained slag as a fine aggregate, there is a drawback that operations for adjusting particle size such as crushing and sieving require greater costs. SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a method for producing ferronic slag suitable as concrete aggregate without causing an alkaline aggregate reaction from granulated electric furnace slag. [Means for Solving the Problems] That is, the present invention solves the problems of the prior art by crushing molten ferronic slag produced in the ferronic slag production process using an electric furnace method. The present invention provides a method for producing ferro-nickel slag for use in concrete aggregate, which comprises heating and holding the obtained granular ferro-nickel slag at 1000° C. or higher and then cooling it. In the production method of the present invention, the required heating time depends on the heating temperature, and generally the higher the temperature, the shorter the heating time can achieve the desired effect. For example, heating for about 2 hours or more is preferable at about 1000 to 1100°C, but heating for about 1 hour or more is sufficient at about 1200°C. For temperatures in the range of 1100-1200°C, the minimum required time is in the range of 1-2 hours.
The required heating time at a temperature of 1000℃ or higher is
As shown in Examples below, those skilled in the art can easily understand this through simple experiments. The atmosphere for heating is not particularly limited, and air is sufficient. Further, the heating furnace used for heating is not particularly limited, and examples thereof include a rotary kiln, a Hereschoff furnace, a tunnel kiln, and the like, and a normal heating furnace can be used. Note that it is economical to use various types of waste heat generated in the ferronic slag smelting process as an auxiliary heat source. Further, in the method of the present invention, the method of cooling after heating is not particularly limited, and slow cooling or rapid cooling may be used. Rapid cooling allows production to be completed in a short time. [Function] By the heat treatment in the method of the present invention, forsterite and glass with a high silica content in the granulated electric furnace slag are converted to enstatite. [Example] Hereinafter, the present invention will be specifically explained with reference to Examples. (1) Sample slags A to E shown in Table 1 are the slags generated when producing crude ferronickel by the blast furnace method, rotary kiln method, or electric furnace method, respectively, and are processed by water pulverization, dry slag, or wind pulverization. The same table shows the chemical composition, mineral composition determined by X-ray analysis and microscopic observation, and potential alkali content when used as concrete aggregate according to the method specified in ASTM C-289. The results of a reactivity test (alkaline aggregate reaction test) are shown. Furthermore, Figure 2 is a graph showing the relationship between the amount of dissolved silica (SC) and the amount of alkali concentration reduction in each sample slag obtained in this alkali aggregate reaction test. Sample points that fall to the left indicate that the reactivity with alkali is potentially harmful, while sample points that fall to the left are harmless. Among the sample slags A to E, only C, which is granulated electric furnace slag, is in the harmful range, indicating that it is problematic as a concrete aggregate. (2) 2 kg of the same slag as sample slag C in Table 1 was placed in an alumina pot without changing the particle size, and the silicate unit was heated to a predetermined temperature for each experiment number as shown in Table 2. The samples were charged into an electric furnace and maintained at the above temperature for the time shown in the table. Thereafter, the slag was taken out of the furnace and allowed to cool at room temperature. The slag after cooling was subjected to an alkali aggregate reaction test according to the method of ASTM-C289 described above, and the amount of alkali concentration reduction (RC) and the amount of dissolved silica (SC) were measured. The results are shown in Table 2 and Figure 1.
The results of Experiment No. 5 are also shown in Table 1 for comparison. Experiment No. 1 is Sample C itself without heat treatment, and experiments marked with * in Table 2
No. indicates a comparative example. The above results show that it is possible to move the potential alkali reactivity of slag to a harmless range by heat treatment at a temperature of 1000°C or higher.
Experiments No. 3, 4, 6, and 7 show that even at heating temperatures of 1000°C or higher, sufficient effects cannot be obtained if the heating time is too short, and the required heating time varies depending on each temperature. It shows that it can be easily found.
【表】【table】
本発明の製法により得られるフエロニツケルス
ラグは、電気炉水砕スラグが元来有しているアル
カリとの潜在反応性が克服され、コンクリート骨
材として使用した場合にアルカリ骨材反応を起さ
ないものである。したがつて、電気炉水砕スラグ
の安全な有効利用の途を拓とともに、不足してい
るコンクリート骨材の安定供給が可能になるの
で、本発明の工業的意義は極めて大きい。
The ferronitkel slag obtained by the production method of the present invention overcomes the latent reactivity with alkali that granulated electric furnace slag originally has, and does not cause an alkali aggregate reaction when used as concrete aggregate. It's something that doesn't exist. Therefore, the industrial significance of the present invention is extremely great, as it opens up a way to safely and effectively utilize granulated electric furnace slag, and also enables a stable supply of concrete aggregate, which is in short supply.
第1図は、実施例において行つたアルカリ骨材
反応試験の結果を示し、第2図は、各種スラグの
アルカリ骨材反応試験の結果を示す。
FIG. 1 shows the results of the alkali aggregate reaction test conducted in the examples, and FIG. 2 shows the results of the alkali aggregate reaction test of various slags.
Claims (1)
出した溶融状態のフエロニツケルスラグを水砕し
て得た粒状フエロニツケルスラグを、1000℃以上
に加熱保持した後冷却することからなるコンクリ
ート骨材用フエロニツケルスラグの製法。1. A concrete aggregate concrete slag made by heating and holding granular ferronic slag at 1000°C or higher and then cooling it, which is obtained by crushing molten ferronic slag produced in the ferronic slag manufacturing process using the electric furnace method. The manufacturing method of Eronitskel slag.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60275675A JPS62132744A (en) | 1985-12-06 | 1985-12-06 | Manufacturing method of ferronickel slag for concrete aggregate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60275675A JPS62132744A (en) | 1985-12-06 | 1985-12-06 | Manufacturing method of ferronickel slag for concrete aggregate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62132744A JPS62132744A (en) | 1987-06-16 |
| JPH0471023B2 true JPH0471023B2 (en) | 1992-11-12 |
Family
ID=17558775
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60275675A Granted JPS62132744A (en) | 1985-12-06 | 1985-12-06 | Manufacturing method of ferronickel slag for concrete aggregate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62132744A (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04347957A (en) * | 1991-01-24 | 1992-12-03 | Fuji Xerox Co Ltd | Data communication equipment |
| JP4919664B2 (en) * | 2006-01-18 | 2012-04-18 | 厚彦 木村 | Crusher |
| JP2007320827A (en) * | 2006-06-02 | 2007-12-13 | Nippon Yakin Kogyo Co Ltd | Aggregate manufacturing method |
| JP4777829B2 (en) * | 2006-06-02 | 2011-09-21 | 日本冶金工業株式会社 | aggregate |
| JP5326247B2 (en) * | 2007-03-19 | 2013-10-30 | 宇部興産株式会社 | Hydraulic mortar |
| JP7786003B1 (en) * | 2025-10-15 | 2025-12-15 | 日本冶金工業株式会社 | Ferro-nickel slag |
-
1985
- 1985-12-06 JP JP60275675A patent/JPS62132744A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62132744A (en) | 1987-06-16 |
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