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JPS5823339B2 - Sekidayori Kozoyoujinkokotsuzaio Seizousurhouhou - Google Patents
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JPS5823339B2 - Sekidayori Kozoyoujinkokotsuzaio Seizousurhouhou - Google Patents

Sekidayori Kozoyoujinkokotsuzaio Seizousurhouhou

Info

Publication number
JPS5823339B2
JPS5823339B2 JP49077901A JP7790174A JPS5823339B2 JP S5823339 B2 JPS5823339 B2 JP S5823339B2 JP 49077901 A JP49077901 A JP 49077901A JP 7790174 A JP7790174 A JP 7790174A JP S5823339 B2 JPS5823339 B2 JP S5823339B2
Authority
JP
Japan
Prior art keywords
red mud
grains
aggregate
sintered
river gravel
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
Application number
JP49077901A
Other languages
Japanese (ja)
Other versions
JPS517022A (en
Inventor
佐藤長生
石原宗利
堀筋教正
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sumitomo Aluminum Smelting Co
Nippon Light Metal Co Ltd
Showa Keikinzoku KK
Original Assignee
Sumitomo Aluminum Smelting Co
Nippon Light Metal Co Ltd
Showa Keikinzoku KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Aluminum Smelting Co, Nippon Light Metal Co Ltd, Showa Keikinzoku KK filed Critical Sumitomo Aluminum Smelting Co
Priority to JP49077901A priority Critical patent/JPS5823339B2/en
Publication of JPS517022A publication Critical patent/JPS517022A/en
Publication of JPS5823339B2 publication Critical patent/JPS5823339B2/en
Expired 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
    • C04B18/0409Waste from the purification of bauxite, e.g. red mud
    • 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)
  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】 本発明は構造用として使用し得る人工骨材の製造法に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing artificial aggregate that can be used for structural purposes.

近時、コンクリート構築工事の拡大に伴い、骨材の使用
量は増太し、骨材として好適な形状とか強度、その他の
特性を有する河川砂利の供給が需要を満し得す、岩石を
破壊して製った特性が河川砂利よりも劣っている砕石を
も使用するような状態である。
Recently, with the expansion of concrete construction work, the amount of aggregate used has increased, and the supply of river gravel, which has a suitable shape, strength, and other properties as aggregate, can meet the demand and destroy rocks. In this situation, crushed stone, which has properties inferior to river gravel, is also used.

本発明者らは、構造用骨材として河川砂利の有する特性
に匹敵する特性をもった人工骨材を得べく種々の研究を
重ねた結果、本発明を完成したものである。
The present inventors completed the present invention as a result of various studies aimed at obtaining an artificial aggregate that has properties comparable to those of river gravel as a structural aggregate.

すなわち、本発明においてはアルミニウム製錬に使用さ
れるアルミナの製造工程において大量に排出され、適確
な用途がないままに、むしろその処置に困りながら廃棄
されていた赤泥を利用し、これを任意粒径のはゾ球形状
に造粒して焼成することによって、河川砂利に匹敵し、
むしろ優れた特性を有する構造用骨材を製造することに
成功したものである。
In other words, the present invention utilizes red mud, which is discharged in large quantities during the manufacturing process of alumina used in aluminum smelting, and which has been discarded without any proper use, or rather with difficulty in disposing of it. By granulating particles of arbitrary size into a spherical shape and firing them, it becomes comparable to river gravel.
Rather, they succeeded in producing structural aggregate with excellent properties.

すなわち、本発明は、任意粒径のはゾ球形状に造粒した
赤泥粒を水分3%以−臼こ乾燥した後に入口温度を60
0℃〜800℃に保持した焼成炉に投入し1100〜1
300°Cで焼成し徐冷することによって河川砂利相当
の特性を有する焼結粒とする構造用骨材の製造法である
That is, in the present invention, after drying red mud granules in the shape of spheres of arbitrary particle size with a moisture content of 3% or more, the inlet temperature is set to 60°C.
Pour into a firing furnace maintained at 0°C to 800°C and heat to 1100 to 1
This is a method for producing structural aggregate that is fired at 300°C and slowly cooled to form sintered grains with properties comparable to river gravel.

本発明において使用される赤泥は、バイヤー法として知
られているアルミナ製造の工程において排出される廃棄
物であって、アルミナ原鉱ボーキサイトをアルカリ溶液
で加熱処理してアルミナ分を溶出する際に、アルカリ不
溶残渣として分離排出される酸化鉄分、アルミナ分、ケ
イ酸分、アルカリ分などを含有し、赤褐色を呈する水分
の多い粘稠な微粒泥である。
The red mud used in the present invention is waste discharged in the alumina production process known as the Bayer process, and is produced when bauxite, an alumina raw material, is heat-treated with an alkaline solution to elute the alumina content. It is a reddish-brown, viscous, fine-grained mud with a high water content, containing iron oxide, alumina, silicic acid, alkali, etc., which are separated and discharged as an alkali-insoluble residue.

しかして従来から、適確な用途を見出すべく、種々研究
され、幾多の提案がなされたが、末だ満足すべき用途が
なく、海や排棄池などに廃棄されている現状である。
However, although various studies have been conducted and numerous proposals have been made in order to find suitable uses for these materials, there is no satisfactory use for them, and the current situation is that they are disposed of in the ocean or in dumping ponds.

本発明について説明する。The present invention will be explained.

まず任意のはゾ球形状の赤泥粒を、焼成炉中に投入した
ときは勿論、焼成炉中で急加熱されても造粒粒子が崩壊
しないように、まず、任意型式の乾燥機を使用して、水
分を3%以下含有するように乾燥する。
First, we use any type of dryer to prevent the granulated particles from collapsing not only when the spherical red mud particles are put into the kiln but also when they are rapidly heated in the kiln. and dry to a moisture content of 3% or less.

ついで、乾燥赤泥粒を入口温度が600〜800℃に保
持されている焼成炉中へ投入して焼成する。
Next, the dried red mud grains are put into a firing furnace whose inlet temperature is maintained at 600 to 800°C and fired.

この場合に、焼成炉の入口温度を600〜800℃程度
に保持することは、この温度範囲の加熱雰囲気帯中を水
分3%以下程度含有した状態で赤泥粒を通過させること
によって、赤泥粒が崩壊されずに球形状を保ち十分に焼
結した強度の高い製品を得るために必要である。
In this case, maintaining the inlet temperature of the kiln at around 600 to 800°C means that the red mud grains can pass through the heated atmosphere zone in this temperature range in a state containing about 3% or less of water. This is necessary in order to obtain a sufficiently sintered and high-strength product in which the grains do not collapse and maintain their spherical shape.

焼成炉における焼成温度は、1100〜1300℃に保
つ必要がある。
The firing temperature in the firing furnace needs to be maintained at 1100 to 1300°C.

これは、1100℃未満では焼結が不十分であって十分
な温度が得られず、1300℃をこえると赤泥粒が軟化
溶融し始めて、粒が互に融着するようになり、球形状を
保ち得なくなり、良い製品が得られないからであって、
1200℃前後に焼成することが好ましい。
This is because if the temperature is lower than 1100℃, sintering will be insufficient and a sufficient temperature cannot be obtained, and if the temperature exceeds 1300℃, the red mud grains will begin to soften and melt, and the grains will fuse together, forming a spherical shape. This is because it becomes impossible to maintain the quality of the product, and a good product cannot be obtained.
It is preferable to bake at around 1200°C.

ついで、焼成された赤泥焼結粒を徐冷する。Next, the fired red mud sintered grains are slowly cooled.

このようにして得た製品焼結粒は、焼結されて乾燥粒時
の粒径よりやや小さな径になるが、球形状を保っている
The product sintered grains thus obtained are sintered and have a slightly smaller diameter than the dry grains, but maintain a spherical shape.

しかして、赤泥焼結粒をJISAlllo−1951の
方法に従って試験した結果、比重2.5〜2.9、吸水
率1.3%〜1,8%であり、さらに単粒圧増強度を測
定した結果は251〜259 Ky/CIrL2であっ
て、河川砂利に較べて、勝るとも劣らない特性をもつこ
とを認めた。
As a result of testing the red mud sintered grains according to the JISA Allo-1951 method, the specific gravity was 2.5 to 2.9, the water absorption rate was 1.3% to 1.8%, and the degree of single grain pressure enhancement was also measured. The results were 251 to 259 Ky/CIrL2, and it was found that the properties were comparable to those of river gravel.

また、この本発明製品を骨材としたコンクリート試験を
行ない、圧縮強度、曲げ強度、引張強度などをそれぞれ
JISの試験方法に従って求めたが、それぞれ28日の
強度は、317に2/cIIL2.46 Kf/cm2
.31に2/crrL2テアツテ、川砂利ヲ使用tar
、同時に同じ方法によって得た結果が、それぞれ、27
4 Kp/crrL2.44に1i’/cIrL” 、
29Ky/an2テあったのに較べても十分よい結果が
得られていることが示され、本発明の焼結粒が十分にコ
ンクリート構造用骨材として使用し得ることを認めた。
In addition, a concrete test was conducted using the product of the present invention as an aggregate, and the compressive strength, bending strength, tensile strength, etc. were determined according to the JIS test method. Kf/cm2
.. 31 to 2/crrL2 theater, using river gravel tar
, the results obtained by the same method at the same time are 27, respectively.
4 Kp/crrL2.44 to 1i'/cIrL",
It was shown that the sintered particles of the present invention can be used satisfactorily as an aggregate for concrete structures.

赤泥からこのようにすぐれた特性を有する骨材が得られ
るのは、赤泥を加熱すると、200℃附近から結合水が
解離し始め、300〜400 ℃で急激に進行し、10
00℃で大部分の結合水の放出が終ると同時に、赤泥の
含有鉱物であるソーダライト(3Na2O・3 At2
03−5 S 1O2−nl−I20)は無水のネフエ
リン(Na 2O−A40s ・2 S 102)に変
化する。
Aggregates with such excellent properties can be obtained from red mud because when red mud is heated, bound water begins to dissociate around 200°C, and the process rapidly progresses between 300 and 400°C.
At 00℃, most of the bound water is released, and at the same time sodalite (3Na2O・3At2), which is a mineral contained in red mud, is released.
03-5 S 1O2-nl-I20) is converted to anhydrous nepheline (Na 2O-A40s .2 S 102).

1200℃までに赤泥の結合水は完全に消失し、石英(
S102)とアナターゼ(T i 02 )は消失し色
板チタン石(F e2 o3・T t 02 )が生成
しヘマタイト(F e203 )の一部は還元され、1
200〜1300℃において、それぞれ、ネフェリンは
カーネギ−石(Na2O’At203’ 2 S I0
2 ) ニ、色板チタン石は消失し始め、T A02は
へマタイトに固溶する。
By 1200℃, the bound water in red mud has completely disappeared and quartz (
S102) and anatase (T i 02 ) disappear, colored titanite (F e2 o3・T t 02 ) is generated, and a part of hematite (F e203 ) is reduced, and 1
At 200-1300°C, nepheline is converted into carnegiete (Na2O'At203'2SI0), respectively.
2) D. The colored titanite begins to disappear, and T A02 becomes a solid solution in hematite.

この間、1200℃附近で焼結が進行し、冷却後、ネフ
エリン、ヘマタイトなどの微細結晶が結合された強固な
人工鉱物となるものであるが、本発明の方法をとること
によって、これらの反応、鉱物組成変化、微細結晶の結
合などが、極めて円滑に、かつ、速やかに十分に行なわ
れる結果によるものと思われる。
During this time, sintering progresses at around 1200°C, and after cooling, it becomes a strong artificial mineral in which fine crystals such as nepheline and hematite are combined. By using the method of the present invention, these reactions, This is thought to be due to the fact that changes in mineral composition, bonding of microcrystals, etc. occur extremely smoothly, quickly, and sufficiently.

このように、本発明は、はゾ球形状に造粒した赤泥粒を
水分3%以下に乾燥した後に、入口温度が600℃〜8
00℃に保持された焼成炉の加熱雰囲気帯中を通過させ
た後に焼成し徐冷させたので、任意な粒径のはゾ球形状
を保ったままで河川砂利に勝るとも劣らない特性を有す
るコンクリート構造用骨材を、従来、むしろ処理に困り
ながら廃棄していた赤泥を原料として製造し得る有要な
発明である。
In this way, the present invention is capable of drying red mud granules granulated into spheres to a moisture content of 3% or less, and then adjusting the inlet temperature to 600°C to 8°C.
Concrete is passed through the heated atmosphere of a kiln maintained at 00°C, then fired and slowly cooled, resulting in concrete of any grain size that maintains its spherical shape and has properties comparable to river gravel. This is an important invention that allows structural aggregates to be produced using red mud, which has traditionally been discarded and difficult to dispose of, as a raw material.

つぎに、実施例を述べる。Next, an example will be described.

実施例 バイヤー法アルミナ工場から排出された次表に示すよう
な組成を有する赤泥ケーキと、これを乾燥した赤泥粉(
H2O2,4%)とを6部対1o部の割合で混合し水を
加えて水分14.5%に調整し、傾斜角53°回転数2
2 r、 p、m、に設定した1mφ皿型造粒機に21
0 K?/ Hrの割合で供給し、水を散布して赤泥の
水分が21.3%になるようにしながら造粒して、10
〜15間75%、5〜107A7A23%、5〜2.5
In1K 2%の粒径と粒度分布をもったほぼ球形状
の赤泥粒を得た。
Example: A red mud cake discharged from a Bayer process alumina factory and having the composition shown in the table below, and a dried red mud powder (
H2O2, 4%) was mixed at a ratio of 6 parts to 10 parts, water was added to adjust the moisture content to 14.5%, and the tilt angle was 53° and the number of rotations was 2.
21 in a 1 mφ dish-type granulator set at 2 r, p, m.
0K? /Hr, and granulated while sprinkling water to make the water content of red mud 21.3%.
~15 75%, 5~107A7A23%, 5~2.5
Almost spherical red mud particles with a particle size and particle size distribution of 2% In1K were obtained.

ついで、赤泥粒をバンド巾5QQim、3段のバンド型
乾燥機へ150 Kg/ Hrの割合で供給して、22
0℃で滞留時間40分間の条件で乾燥して、水分1%の
乾燥赤泥粒とした。
Next, the red mud grains were supplied to a three-stage band dryer with a band width of 5QQim at a rate of 150 kg/Hr, and dried for 22 hours.
It was dried at 0° C. for a residence time of 40 minutes to obtain dried red mud particles with a water content of 1%.

この乾燥赤泥粒を、直径1m、長さ6m、回転数0.5
r、plm、で入口温度が780℃に保持されたロー
タリーキルンへ135Ky/Hrの割合で供給して12
00℃で滞留時間25時間の条件で焼成した。
These dried red mud grains have a diameter of 1m, a length of 6m, and a rotation speed of 0.5.
r, plm, and fed at a rate of 135 Ky/Hr to a rotary kiln whose inlet temperature was maintained at 780°C.
It was fired at 00°C for a residence time of 25 hours.

焼結赤泥粒は、有効内容積が約0.04m3の竪型クー
ラーを使用して、1時間で500℃まで冷却する条件で
徐冷した後に取り出して放冷して製品とした。
The sintered red mud grains were slowly cooled to 500° C. in 1 hour using a vertical cooler with an effective internal volume of about 0.04 m 3 , and then taken out and left to cool to form a product.

; 本発明によって得た焼結粒は、10〜15mm48
%、5〜10m1rL47%、5〜25mm4%、25
朋以下1%の粒径分布をもった球形状であって、焼成に
よって焼結して粒径はやや小さくなってはいるが、粒が
壊れたり、融着したりしていなかった。
; The sintered grains obtained by the present invention have a diameter of 10 to 15 mm48
%, 5-10m1rL47%, 5-25mm4%, 25
The particles had a spherical shape with a particle size distribution of 1% smaller than the average particle diameter, and although the particle size had become slightly smaller due to sintering during firing, the particles were not broken or fused.

また、この焼結粒をJ I S A 1110−195
1に従って、比重および吸水量を測定し、安定性試験を
JIS A 1122−1954 により、すりへり
減量をJIS A 1121−1951 に従って測
定し。
In addition, this sintered grain was tested in JIS A 1110-195
The specific gravity and water absorption amount were measured according to 1, the stability test was performed according to JIS A 1122-1954, and the weight loss at abrasion was measured according to JIS A 1121-1951.

さらに別に単粒圧壊強度も求めた。Furthermore, single grain crushing strength was also determined.

この結果を同時に同様に行なった川砂利の試験結果と共
に次表に示す。
The results are shown in the table below along with the results of a similar test on river gravel.

この結果は、本発明による焼結粒は、内部割れ欠陥がほ
とんどなく、強度も強いなど、川砂利に遜色のない特性
を有するものであることがわかる。
The results show that the sintered grains according to the present invention have properties comparable to river gravel, such as almost no internal crack defects and high strength.

ついで、本発明による焼結粒を粗骨材としてコンクリー
ト試験を各種行なった。
Subsequently, various concrete tests were conducted using the sintered particles according to the present invention as coarse aggregate.

そのうち、細骨材として川砂を使用してW/C65%、
スランプ18crILの調合条件で調合し、各種の強度
試験を行なった結果について示す。
Among them, W/C 65% using river sand as fine aggregate;
The results of various strength tests prepared under the conditions of Slump 18crIL are shown below.

すなわち、JISA。11132−1963に従って強
度試験供試本の作成、および、養生を行ない、圧縮強度
試験はJISA1108−1963、曲げ強度試験はJ
IS A1106−1964.引張強度試験をJIS
A1113−1964に基づいて測定した。
In other words, JISA. 11132-1963, the strength test sample book was prepared and cured, and the compressive strength test was conducted in accordance with JISA1108-1963, and the bending strength test was conducted in accordance with JISA1108-1963.
IS A1106-1964. JIS tensile strength test
Measured based on A1113-1964.

これらの結果を、川砂利を使用して、同時に同様に行な
った測定結果と共に次表に示す。
These results are shown in the table below, along with the results of measurements made at the same time using river gravel.

この結果からも、本発明による焼結粒は、川砂利より若
干高い値を示し、川砂利に勝るとも劣らない特性を有し
、十分にコンクリート構造用骨材として使用し得るもの
であることが明瞭である。
These results also indicate that the sintered grains according to the present invention exhibit slightly higher values than river gravel, have properties that are comparable to river gravel, and can be fully used as aggregate for concrete structures. It is clear.

Claims (1)

【特許請求の範囲】[Claims] 1 任意粒径のはゾ球形状に造粒した赤泥粒を水分3%
以下に乾燥した後に、入口温度を600℃〜800℃に
保持した焼成炉中に投入し1100℃〜1300℃で焼
成することによって河川砂利相当の特性を有する焼結粒
とすることを特徴とする赤泥よりコンクIJ −ト構造
用人工骨材を製造する方法。
1. Red mud granules of arbitrary particle size are granulated into spherical shapes with 3% water content.
After drying as follows, the particles are put into a sintering furnace whose inlet temperature is maintained at 600°C to 800°C and fired at 1100°C to 1300°C to form sintered grains having characteristics equivalent to river gravel. A method of producing artificial aggregate for concrete IJ-to structure from red mud.
JP49077901A 1974-07-09 1974-07-09 Sekidayori Kozoyoujinkokotsuzaio Seizousurhouhou Expired JPS5823339B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP49077901A JPS5823339B2 (en) 1974-07-09 1974-07-09 Sekidayori Kozoyoujinkokotsuzaio Seizousurhouhou

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP49077901A JPS5823339B2 (en) 1974-07-09 1974-07-09 Sekidayori Kozoyoujinkokotsuzaio Seizousurhouhou

Publications (2)

Publication Number Publication Date
JPS517022A JPS517022A (en) 1976-01-21
JPS5823339B2 true JPS5823339B2 (en) 1983-05-14

Family

ID=13646965

Family Applications (1)

Application Number Title Priority Date Filing Date
JP49077901A Expired JPS5823339B2 (en) 1974-07-09 1974-07-09 Sekidayori Kozoyoujinkokotsuzaio Seizousurhouhou

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6015869B2 (en) * 1977-09-30 1985-04-22 井関農機株式会社 grain dryer
JPS5812221B2 (en) * 1978-05-01 1983-03-07 石嶺 実彦 concrete material
JPS5931176A (en) * 1982-05-11 1984-02-20 Murata Giken Kk Method for stopping hammer in printing apparatus
BR102013011886A2 (en) * 2013-04-30 2015-10-20 Fundação Educacional De Criciuma process for producing fine cement aggregate from red mud resulting from the bauxite beneficiation process (bayer process)

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Publication number Priority date Publication date Assignee Title
JPS5521800B2 (en) * 1972-11-30 1980-06-12

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JPS517022A (en) 1976-01-21

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