JP2001146444A - Method for producing artificial lightweight aggregate - Google Patents

Method for producing artificial lightweight aggregate

Info

Publication number
JP2001146444A
JP2001146444A JP32636799A JP32636799A JP2001146444A JP 2001146444 A JP2001146444 A JP 2001146444A JP 32636799 A JP32636799 A JP 32636799A JP 32636799 A JP32636799 A JP 32636799A JP 2001146444 A JP2001146444 A JP 2001146444A
Authority
JP
Japan
Prior art keywords
artificial lightweight
lightweight aggregate
ash
sewage sludge
coal ash
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.)
Pending
Application number
JP32636799A
Other languages
Japanese (ja)
Inventor
Hidekazu Fujiki
英一 藤木
Kimitoku Tanaka
公徳 田中
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.)
NIPPON MESARAITO KOGYO KK
Original Assignee
NIPPON MESARAITO KOGYO 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 NIPPON MESARAITO KOGYO KK filed Critical NIPPON MESARAITO KOGYO KK
Priority to JP32636799A priority Critical patent/JP2001146444A/en
Publication of JP2001146444A publication Critical patent/JP2001146444A/en
Pending legal-status Critical Current

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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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/02Treatment
    • C04B20/04Heat treatment
    • C04B20/06Expanding clay, perlite, vermiculite or like granular materials
    • 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
    • C04B18/027Lightweight materials
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • Processing Of Solid Wastes (AREA)
  • Porous Artificial Stone Or Porous Ceramic Products (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method for producing artificial lightweight aggregate capable of effectively utilizing industrial waste such as coal ash and stably producing the artificial lightweight aggregate having small absolute specific gravity by a method excellent in moldability. SOLUTION: This method for producing artificial lightweight aggregate comprises granulating a mixed raw material of sewage sludge burned ash with coal ash obtained by pulverizing at least either one of sewage sludge burned ash and coal ash and then compounding both raw materials or a mixed raw material obtained by further compounding the above mixed raw material with shale and then burning the resultant granulated material.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、人工軽量骨材の製
造方法に関し、特に、産業廃棄物を有効に活用すること
が可能な人工軽量骨材の製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing an artificial lightweight aggregate, and more particularly to a method for producing an artificial lightweight aggregate capable of effectively utilizing industrial waste.

【0002】[0002]

【従来の技術】近年、軽量コンクリートの骨材として、
主として膨張性頁岩を焼成して製造した人工軽量骨材が
用いられている。また、上記した人工軽量骨材を用いた
軽量コンクリートは、建築用のコンクリート、土木用の
コンクリートとして用いられている。
2. Description of the Related Art In recent years, as an aggregate for lightweight concrete,
Artificial lightweight aggregates mainly produced by firing expansive shale are used. The lightweight concrete using the above-mentioned artificial lightweight aggregate is used as a concrete for construction and a concrete for civil engineering.

【0003】図3に、従来の人工軽量骨材の製造工程を
示す。原石(膨張性頁岩)は先ず粉砕し、篩分けによっ
て、粒径が20〜5mmの頁岩(以下粗精石と記す)、粒径
が5〜3mmの頁岩(以下中精石と記す)、および粒径が
3mm以下の頁岩(以下細精石と記す)を得る。次に、得
られた粗精石、中精石、細精石をそれぞれ焼成し、篩分
けを行うことによって、粗骨材(粒径:20〜5mm、絶乾
比重:1.29±0.05)、中骨材(粒径:5〜3mm、絶乾比
重:1.45±0.05)、細骨材(粒径:−3mm、絶乾比重:
1.65±0.05)が製造される。
FIG. 3 shows a process of manufacturing a conventional artificial lightweight aggregate. The gemstone (expandable shale) is first crushed and sieved to obtain a shale having a particle size of 20 to 5 mm (hereinafter referred to as coarse stone), a shale having a particle size of 5 to 3 mm (hereinafter referred to as medium stone), and Shale having a particle size of 3 mm or less (hereinafter referred to as fine stone) is obtained. Next, the obtained coarse crushed stone, medium crushed stone, and fine crushed stone are each baked and sieved to obtain coarse aggregate (particle diameter: 20 to 5 mm, absolute dry specific gravity: 1.29 ± 0.05), Aggregate (particle diameter: 5 to 3 mm, absolute dry gravity: 1.45 ± 0.05), fine aggregate (particle diameter: -3 mm, absolute dry specific gravity:
1.65 ± 0.05).

【0004】粗骨材は天然の砂利、細骨材は天然の砂に
対応するコンクリート材料として使用されている。ま
た、上記した製造方法で製造された人工軽量骨材の内、
主として粗骨材が、路盤材あるいは地耐力をカバーする
軽量裏込材などの各種土木用コンクリートの骨材として
使用されている。
[0004] Coarse aggregate is used as a natural gravel, and fine aggregate is used as a concrete material corresponding to natural sand. Also, among the artificial lightweight aggregates manufactured by the above manufacturing method,
Coarse aggregate is mainly used as an aggregate of various types of concrete for civil engineering, such as a roadbed material or a lightweight backing material covering ground strength.

【0005】上記した骨材を使用した軽量コンクリート
は、普通のコンクリートより20〜30%軽く、強度は普通
コンクリートと同等の性能を有している。一方、近年、
産業廃棄物の処理が問題となっており、産業廃棄物のリ
サイクルを可能とする処理方法の開発が望まれ、火力発
電所のボイラなどで石炭の燃焼に伴って発生する石炭灰
(フライアッシュ)を人工軽量骨材の原料として用いる
技術の開発が行われている。
[0005] Lightweight concrete using the above-mentioned aggregate is 20 to 30% lighter than ordinary concrete, and has performance equivalent to that of ordinary concrete. Meanwhile, in recent years,
The treatment of industrial waste has become a problem, and the development of a treatment method that enables the recycling of industrial waste is desired. Coal ash (fly ash) generated from the combustion of coal in boilers at thermal power plants The technology of using as a raw material of artificial lightweight aggregate is being developed.

【0006】しかしながら、上記したフライアッシュな
どの産業廃棄物を原料として人工軽量骨材を製造する場
合、下記(1) 〜(3) の問題があった。 (1) :得られる人工軽量骨材の絶乾比重が大きい。 (2) :原料を造粒・成形する際の成形性が劣る。 (3) :原料の品質の変動によって、得られる人工軽量骨
材の絶乾比重が変動する。
However, when producing artificial lightweight aggregates using industrial waste such as fly ash as a raw material, there are the following problems (1) to (3). (1): The artificial lightweight aggregate obtained has a large absolute specific gravity. (2): Poor moldability when granulating and molding the raw material. (3): Absolute dry specific gravity of the obtained artificial lightweight aggregate fluctuates depending on the quality of the raw material.

【0007】[0007]

【発明が解決しようとする課題】本発明は、前記した従
来技術の問題点を解決し、石炭灰などの産業廃棄物を有
効に活用し、絶乾比重の小さい人工軽量骨材を、成形性
に優れた方法で安定して製造することが可能な人工軽量
骨材の製造方法を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems of the prior art, effectively utilizes industrial waste such as coal ash, and produces an artificial lightweight aggregate having a small absolute specific gravity. It is an object of the present invention to provide a method for producing an artificial lightweight aggregate that can be stably produced by a method excellent in quality.

【0008】[0008]

【課題を解決するための手段】本発明は、下水道汚泥焼
却灰および石炭灰の少なくともいずれかを粉砕し配合し
た下水道汚泥焼却灰と石炭灰の混合原料を、造粒した
後、焼成することを特徴とする人工軽量骨材の製造方法
である。前記した本発明においては、前記混合原料に、
さらに結合剤を配合することが好ましい(本発明の第1
の好適態様)。
SUMMARY OF THE INVENTION The present invention provides a method of granulating and then firing a mixed raw material of sewage sludge incineration ash and coal ash obtained by crushing and blending at least one of sewage sludge incineration ash and coal ash. This is a method for producing an artificial lightweight aggregate, which is a feature. In the present invention described above, the mixed raw material includes:
Further, it is preferable to add a binder (first of the present invention).
Preferred embodiment).

【0009】また、前記した本発明、本発明の第1の好
適態様においては、前記混合原料に、さらに頁岩を配合
することが好ましい(本発明の第2の好適態様、第3の
好適態様)。また、前記した本発明、本発明の第1の好
適態様〜第3の好適態様においては、前記下水道汚泥焼
却灰100 重量部に対して石炭灰を40〜185 重量部配合す
ることが好ましい。
In the present invention and the first preferred embodiment of the present invention, it is preferable that shale is further added to the mixed raw material (second preferred embodiment and third preferred embodiment of the present invention). . Further, in the present invention and the first to third preferred embodiments of the present invention, it is preferable to mix 40 to 185 parts by weight of coal ash with respect to 100 parts by weight of the sewage sludge incineration ash.

【0010】[0010]

【発明の実施の形態】以下、本発明をさらに詳細に説明
する。本発明者らは、産業廃棄物を原料として有効に活
用し、しかも絶乾比重の小さい人工軽量骨材を、成形性
に優れた方法で安定して製造することが可能な人工軽量
骨材の製造方法について鋭意検討した結果、下記知見
(1) 〜(5) を見出し、本発明に至った。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in more detail. The present inventors have developed an artificial lightweight aggregate capable of effectively utilizing industrial waste as a raw material, and capable of stably producing an artificial lightweight aggregate having a small absolute specific gravity by a method excellent in moldability. As a result of intensive studies on the manufacturing method, the following findings
(1) to (5) have been found, and the present invention has been achieved.

【0011】(1) :下水道汚泥焼却灰の発泡作用;下水
道汚泥の焼却灰である下水道汚泥焼却灰は、頁岩の組成
に近く、さらには発泡作用を有し、人工軽量骨材の原料
として有用である。 (2) :石炭灰の配合による焼成時の粒子同士の融着防止
効果;人工軽量骨材の原料として、石炭灰を配合するこ
とによって、造粒した原料を焼成する際の粒子同士の融
着を防止し、歩留に優れた方法で所定粒径範囲の人工軽
量骨材を製造することが可能である。
(1): Blowing action of sewage sludge incineration ash; sewage sludge incineration ash, which is incineration ash of sewage sludge, has a composition close to that of shale, furthermore has a foaming action, and is useful as a raw material for artificial lightweight aggregate. It is. (2): Effect of preventing coalescence of particles during firing by blending of coal ash; fusion of particles during burning of granulated raw material by blending coal ash as a raw material of artificial lightweight aggregate This makes it possible to produce an artificial lightweight aggregate having a predetermined particle size range by a method excellent in yield.

【0012】(3) :下水道汚泥焼却灰および石炭灰両者
の配合による相互の補完効果;人工軽量骨材の原料とし
て下水道汚泥焼却灰および石炭灰の両者を配合すること
によって、両者の特性が相互に補完され、その結果、焼
成時の造粒粒子同士の融着が防止されると共に、絶乾比
重が小さく、吸水率の低い人工軽量骨材を製造すること
ができる。
(3): Complementary effect by blending both sewage sludge incineration ash and coal ash; By blending both sewage sludge incineration ash and coal ash as raw materials for artificial lightweight aggregate, the characteristics of both are incompatible. As a result, it is possible to prevent the fusion of the granulated particles at the time of firing and to produce an artificial lightweight aggregate having a low absolute dry specific gravity and a low water absorption.

【0013】(4) :下水道汚泥焼却灰、石炭灰の粉砕に
よる成形性の向上:下水道汚泥焼却灰、石炭灰の少なく
ともいずれかを粉砕し、下水道汚泥焼却灰および石炭灰
の両者を人工軽量骨材の原料として用いると、成形性が
向上し、結合剤(以下バインダとも記す)の添加量、水
分添加量を減少することができ、省資源、省エネルギー
を達成することができる。
(4): Improvement of formability by pulverizing sewage sludge incineration ash and coal ash: pulverizing at least one of sewage sludge incineration ash and coal ash to convert both sewage sludge incineration ash and coal ash into artificial lightweight bone When used as a raw material for a material, moldability is improved, the amount of binder (hereinafter also referred to as a binder) and the amount of water added can be reduced, and resource saving and energy saving can be achieved.

【0014】(5) :下水道汚泥焼却灰、石炭灰のロット
の差による人工軽量骨材の品質の変動およびその防止
法:下水道汚泥焼却灰、石炭灰の少なくともいずれかを
粉砕することによって、原料の成形性が改善され、得ら
れる人工軽量骨材の物理性状が改善されるが、粉砕によ
って、下水道汚泥焼却灰、石炭灰のロット毎の化学組成
の差による人工軽量骨材の品質の変動が増幅され、ロッ
トによっては発泡性が低下し、得られる人工軽量骨材の
絶乾比重が大きくなる。
(5): Variation in quality of artificial lightweight aggregate due to difference in lots of sewage sludge incineration ash and coal ash and its prevention method: Raw material is obtained by pulverizing at least one of sewage sludge incineration ash and coal ash. The physical properties of the resulting artificial lightweight aggregate are improved, but the quality of the artificial lightweight aggregate varies due to the difference in the chemical composition of each sewage sludge incineration ash and coal ash lot due to pulverization. It is amplified and the foaming property is reduced depending on the lot, and the absolute specific gravity of the obtained artificial lightweight aggregate is increased.

【0015】すなわち、本発明者らは、下水道汚泥焼却
灰を原料として人工軽量骨材を製造する場合、下水道汚
泥の回収時期が雨季と渇水期とで混練物の焼成の際の発
泡性が異なることを新たに見出した。 〔渇水期に回収した下水道汚泥の焼却灰:〕渇水期は、
下水道への屋外の自然の泥水の流入が少ないため、下水
道排水中の有機成分が多く、下水道汚泥焼却灰の発泡性
が良く、絶乾比重の小さい人工軽量骨材の製造が容易と
なる。
That is, when the present inventors manufacture artificial lightweight aggregates using sewage sludge incineration ash as a raw material, the foaming property of the kneaded material during firing of the kneaded material differs between the rainy season and the drought season when the sewage sludge is collected. I found that new. [Incineration ash of sewer sludge collected during the drought period:]
Since the inflow of natural mud outdoors into the sewer is small, the organic components in the sewer drainage are large, the sewer sludge incineration ash has good foaming properties, and the production of artificial lightweight aggregate having a small absolute dry specific gravity is facilitated.

【0016】〔雨季に回収した下水道汚泥の焼却灰:〕
雨季は、下水道への屋外の自然の泥水の流入が多いた
め、下水道排水中の有機成分が少なく、下水道汚泥焼却
灰の発泡性が劣り、絶乾比重の小さい人工軽量骨材の製
造が困難となる。本発明者らは、上記した問題点を解決
するために鋭意検討した結果、発泡性が劣る下水道汚泥
焼却灰、石炭灰使用時などにおいて、下水道汚泥焼却
灰、石炭灰の少なくともいずれかを粉砕すると共に、下
水道汚泥焼却灰および石炭灰の両者を配合した原料にさ
らに頁岩を配合することによって、良好な成形性、発泡
性が確保され、物理性状に優れ、かつ絶乾比重の小さい
人工軽量骨材が得られることを見出した。
[Incineration ash of sewer sludge collected in the rainy season:]
During the rainy season, outdoor natural muddy water flows into the sewage system much, so the organic components in the sewage sewage system are low, the effervescence of sewage sludge incineration ash is inferior, and it is difficult to manufacture artificial lightweight aggregates with a small absolute density. Become. The present inventors have conducted intensive studies to solve the above-described problems, and as a result, inferior sewer sludge incineration ash having poor foamability, such as when using coal ash, pulverize at least one of sewer sludge incineration ash and coal ash. At the same time, by blending shale with a raw material containing both sewage sludge incineration ash and coal ash, good moldability and foaming properties are ensured, excellent physical properties, and a small absolute dry specific gravity of artificial lightweight aggregate. Was obtained.

【0017】図1に、本発明の人工軽量骨材の製造方法
の工程図の例を示す。図1(a) に示す製造方法は、石炭
灰および下水道汚泥焼却灰の両者を粉砕し、粉砕品に結
合剤(:バインダ)および水を添加し、混練、造粒した
後、焼成する人工軽量骨材の製造方法である。また、図
1(b) に示す製造方法は、下水道汚泥焼却灰を粉砕し、
粉砕品と石炭灰から構成される原料に結合剤(:バイン
ダ)および水を添加し、混練、造粒した後、焼成する人
工軽量骨材の製造方法である。
FIG. 1 shows an example of a process chart of the method for producing an artificial lightweight aggregate of the present invention. The production method shown in FIG. 1 (a) is an artificial lightweight method in which both coal ash and sewage sludge incineration ash are pulverized, a binder (binder) and water are added to the pulverized product, kneaded, granulated, and fired. This is a method for producing an aggregate. In addition, the production method shown in FIG. 1 (b) crushes sewage sludge incineration ash,
This is a method for producing an artificial lightweight aggregate in which a binder (: binder) and water are added to a raw material composed of a pulverized product and coal ash, kneaded, granulated, and fired.

【0018】また、図1(c) に示す製造方法は、石炭灰
を粉砕し、粉砕品と下水道汚泥焼却灰から構成される原
料に結合剤(:バインダ)および水を添加し、混練、造
粒した後、焼成する人工軽量骨材の製造方法である。上
記した本発明の人工軽量骨材の製造方法によれば、目的
とする絶乾比重の小さい人工軽量骨材を成形性に優れた
方法で製造することができる。
In the production method shown in FIG. 1 (c), coal ash is pulverized, a binder (binder) and water are added to a raw material composed of the pulverized product and sewage sludge incineration ash, and the mixture is kneaded and formed. This is a method for producing an artificial lightweight aggregate that is granulated and fired. According to the above-described method for producing an artificial lightweight aggregate of the present invention, it is possible to produce a target artificial lightweight aggregate having a small absolute dry specific gravity by a method excellent in moldability.

【0019】これは、上記した製造条件下において、下
記(1) 〜(3) の作用、機構によって、成形性が向上し、
焼成時における造粒物の粒子同士の融着を生じることな
く、絶乾比重の小さい人工軽量骨材が形成されるためで
あると考えられる。 (1):下水道汚泥焼却灰の発泡作用;下水道汚泥焼却灰
は、強熱減量(JIS R 5202)が約0.1 〜3.0 %〔質量百
分率(以下質量%と記す)〕であり、下水道汚泥焼却灰
を配合した原料の造粒物を焼成する際に、高温域におい
て、下水道汚泥焼却灰の強熱減量に対応する造粒物粒子
内部からのガスの発生によって、造粒物粒子が膨張す
る。
Under the above manufacturing conditions, the moldability is improved by the action and mechanism of the following (1) to (3),
This is considered to be because an artificial lightweight aggregate having a small absolute dry specific gravity is formed without causing fusion of the particles of the granulated material during firing. (1): Foaming action of sewage sludge incineration ash; sewage sludge incineration ash has a loss on ignition (JIS R 5202) of about 0.1 to 3.0% [mass percentage (hereinafter referred to as mass%)]. When baking the granulated material of the raw material containing the compound, the granulated material particles expand due to the generation of gas from inside the granulated material particles corresponding to the ignition loss of the sewage sludge incineration ash in a high temperature range.

【0020】その結果、本発明によれば、粒子内部に多
数の気泡を有する絶乾比重の小さい人工軽量骨材が製造
できる。 (2):石炭灰の配合による焼成時の粒子同士の融着防止効
果;石炭灰の配合によって、下水道汚泥焼却灰を用いた
場合の焼成時の粒子同士の融着が防止できる。
As a result, according to the present invention, an artificial lightweight aggregate having a small absolute density and having a large number of air bubbles inside the particles can be manufactured. (2) Effect of preventing coalescence of particles during firing by blending of coal ash; fusion of particles during burning when using sewer sludge incineration ash can be prevented by blending of coal ash.

【0021】これは、石炭灰中のアルミナによって原料
の融点が上昇するためと考えられる。 (3):石炭灰、下水道汚泥焼却灰の粉砕による成形性の向
上:下水道汚泥焼却灰、石炭灰の少なくともいずれかを
粉砕することによって、粒子同士の接触点が増加し、原
料の混練、造粒時の成形性が向上し、バインダの添加
量、水分添加量を減少することができ、省資源を達成す
ることができると共に、焼成時の蒸発潜熱が低下するた
め省エネルギーを達成することができる。
It is considered that this is because the melting point of the raw material increases due to alumina in the coal ash. (3): Improvement of formability by pulverizing coal ash and sewage sludge incineration ash: By crushing at least one of sewage sludge incineration ash and coal ash, the number of contact points between particles increases, and kneading and mixing of raw materials The formability at the time of granulation is improved, the amount of binder added, the amount of water added can be reduced, and resources can be saved, and the latent heat of evaporation during firing decreases, so that energy can be saved. .

【0022】次に、図2に、本発明の人工軽量骨材の製
造方法の工程図の他の例を示す。図2(a) に示す製造方
法は、下水道汚泥焼却灰および石炭灰の両者を粉砕し、
粉砕品に頁岩、結合剤(:バインダ)および水を添加
し、混練、造粒した後、焼成する人工軽量骨材の製造方
法である。また、図2(b) 、(c) に示す製造方法は、下
水道汚泥焼却灰および石炭灰のいずれかを粉砕し、下水
道汚泥焼却灰および石炭灰に、頁岩、結合剤(:バイン
ダ)および水を添加し、混練、造粒した後、焼成する人
工軽量骨材の製造方法である。
Next, FIG. 2 shows another example of a process chart of the method for producing an artificial lightweight aggregate of the present invention. The production method shown in FIG. 2 (a) crushes both sewage sludge incineration ash and coal ash,
This is a method for producing an artificial lightweight aggregate in which shale, a binder (: binder) and water are added to a ground product, kneaded, granulated, and fired. 2 (b) and 2 (c), the sewage sludge incineration ash and coal ash are pulverized, and the shale, binder (binder) and water Is added, kneaded, granulated, and then fired to produce an artificial lightweight aggregate.

【0023】前記したように、本発明者らは、雨季に排
出される下水道汚泥の焼却灰を人工軽量骨材の原料に用
いた場合、雨季においては、下水道への屋外の自然の泥
水の流入が多いため、下水道排水中の有機成分が少な
く、下水道汚泥焼却灰の発泡性が劣ることを見出した。
これに対して、本発明によれば、発泡性に劣る下水道汚
泥焼却灰、石炭灰を用いる場合、下水道汚泥焼却灰、石
炭灰を粉砕すると共に、原料に頁岩を添加することによ
って、良好な成形性、発泡性が確保され、物理性状に優
れ、かつ絶乾比重の小さい人工軽量骨材が得られる。
As described above, the present inventors use the incinerated ash of sewage sludge discharged in the rainy season as a raw material for artificial lightweight aggregates. It was found that the amount of organic components in the sewage drainage was low due to the large amount of ash, and that the sewage sludge incineration ash was inferior in foamability.
On the other hand, according to the present invention, when sewage sludge incineration ash and coal ash having inferior foaming properties are used, sewage sludge incineration ash and coal ash are pulverized, and by adding shale to the raw material, good shaping is achieved. This makes it possible to obtain an artificial lightweight aggregate having sufficient properties and foaming properties, excellent physical properties, and a small absolute specific gravity.

【0024】なお、本発明においては、発泡性に問題の
ない下水道汚泥焼却灰、石炭灰を用いる場合において
も、下水道汚泥焼却灰、石炭灰の少なくともいずれかを
粉砕すると共に、下水道汚泥焼却灰および石炭灰を配合
した原料にさらに頁岩を配合することによって、さらに
良好な成形性、発泡性が確保され、物理性状に優れ、か
つ絶乾比重の小さい人工軽量骨材を得ることができる。
In the present invention, even when sewage sludge incineration ash or coal ash having no foaming problem is used, at least one of the sewage sludge incineration ash and coal ash is pulverized, and the sewage sludge incineration ash and coal ash are used. By further blending shale with the raw material containing the coal ash, it is possible to obtain an artificial lightweight aggregate having more excellent moldability and foaming properties, excellent physical properties, and low absolute dry specific gravity.

【0025】本発明においては、下水道汚泥焼却灰100
重量部に対して石炭灰を40〜185 重量部配合することが
好ましい。石炭灰の配合量が40重量部未満の場合、石炭
灰の配合に伴う造粒物の粒子同士の融着防止効果が少な
く、歩留に優れた方法で所定粒径範囲の人工軽量骨材を
製造することが困難となる。
In the present invention, the sewage sludge incineration ash 100
It is preferable to mix 40 to 185 parts by weight of coal ash with respect to parts by weight. When the blending amount of the coal ash is less than 40 parts by weight, the effect of preventing the fusion of the particles of the granulated material due to the blending of the coal ash is small, and the artificial lightweight aggregate having a predetermined particle size range can be produced by a method excellent in yield. It is difficult to manufacture.

【0026】逆に、石炭灰の配合量が185 重量部を超え
る場合、絶乾比重が大きくなり軽量の骨材を得ることが
困難となる。また、石炭灰の配合量が185 重量部を超え
る場合、得られる人工軽量骨材の24時間吸水率が大幅に
増加し、人工軽量骨材を配合した生コンクリートのポン
プ圧送に対応するため、予めプレソーキングによって十
分に吸水せしめる必要が生じ、人工軽量骨材製造、出荷
における生産性が低下する。
Conversely, if the amount of coal ash exceeds 185 parts by weight, the specific gravity of the dry bone becomes large, making it difficult to obtain a lightweight aggregate. Also, if the blended amount of coal ash exceeds 185 parts by weight, the obtained artificial lightweight aggregate will have a large increase in water absorption for 24 hours, and it will be necessary to cope with the pumping of ready-mixed concrete containing artificial lightweight aggregate. It becomes necessary to absorb water sufficiently by presoaking, and the productivity in the production and shipping of artificial lightweight aggregates is reduced.

【0027】以下、本発明において使用する下水道汚泥
焼却灰、石炭灰、結合剤、および好適な製造方法につい
て述べる。 〔下水道汚泥焼却灰:〕産業廃棄物としての下水道汚泥
焼却灰は、組成が、従来人工軽量骨材の原料として使用
されている頁岩の組成に近く、主成分がSiO2、Al2O3
よび鉄の酸化物であり、また粒度が非常に小さい粉体で
ある。
The sewage sludge incineration ash, coal ash, binder and a suitable production method used in the present invention will be described below. [Sewage sludge incineration ash:] Sewage sludge incineration ash as industrial waste has a composition similar to that of shale, which has been conventionally used as a raw material for artificial lightweight aggregates, and its main components are SiO 2 , Al 2 O 3 and It is an oxide of iron and has a very small particle size.

【0028】本発明において使用する下水道汚泥焼却灰
の組成は、100 ℃乾燥後の試料の組成として、下記組成
であることが好ましい。 下水道汚泥焼却灰の好適組成; SiO2:20〜80質量%、Al2O3 :5〜30質量%、Fe2O3
2〜20質量% また、下水道汚泥焼却灰としては、JIS R 5202-1989
(ポルトランドセメントの化学分析方法)による強熱減
量が、好ましくは0.1 〜3.0 質量%、さらに好ましくは
0.2 〜2.0 質量%である下水道汚泥焼却灰を用いること
が好ましい。
The composition of the sewer sludge incineration ash used in the present invention is preferably the following composition as a sample composition after drying at 100 ° C. Preferred compositions of the Sewer sludge incineration ash; SiO 2: 20 to 80 wt%, Al 2 O 3: 5~30 wt%, Fe 2 O 3:
2 to 20% by mass Also, as sewage sludge incineration ash, JIS R 5202-1989
Loss on ignition by (chemical analysis method of Portland cement) is preferably 0.1 to 3.0% by mass, more preferably
It is preferable to use sewage sludge incineration ash of 0.2 to 2.0% by mass.

【0029】これは、強熱減量が0.1 質量%未満の場
合、ガスの発生量が少なく発泡による軽量化が不十分と
なり、逆に3.0 質量%を超える場合は、発泡が顕著にな
り、得られる人工軽量骨材の強度が不十分となる可能性
があるためである。下水道汚泥焼却灰は、従来、その処
分が重要な問題となっているが、本発明によれば、これ
らの問題点を大幅に解決することが可能となった。
When the ignition loss is less than 0.1% by mass, the amount of gas generated is small and the weight reduction by foaming becomes insufficient. On the other hand, when the ignition loss exceeds 3.0% by mass, foaming becomes remarkable and obtained. This is because the strength of the artificial lightweight aggregate may be insufficient. Conventionally, disposal of sewage sludge incineration ash has been an important problem. According to the present invention, these problems can be largely solved.

【0030】〔石炭灰:〕産業廃棄物としての石炭灰
は、主成分がSiO2、Al2O3 および鉄の酸化物であり、頁
岩の組成に近い。本発明において用いる石炭灰として
は、量的な面から、火力発電所のボイラにおいて石炭の
燃焼に伴って発生する石炭灰を用いることが好ましい
が、石炭の燃焼灰であればその発生源は特に制限される
ものではない。
[Coal ash:] Coal ash as industrial waste is mainly composed of oxides of SiO 2 , Al 2 O 3 and iron, and has a composition close to that of shale. As the coal ash used in the present invention, it is preferable to use coal ash generated from the combustion of coal in a boiler of a thermal power plant from a quantitative point of view. There is no restriction.

【0031】また、本発明において使用する石炭灰とし
ては、100 ℃乾燥後の試料の組成が下記組成である石炭
灰が好ましい。 石炭灰の好適組成; SiO2:50〜75質量%、Al2O3 :15〜30質量%、Fe2O3
0.5 〜10質量% 〔結合剤:〕本発明においては、配合原料中に結合剤を
添加することが好ましい。
The coal ash used in the present invention is preferably a coal ash having the following composition after drying at 100 ° C. Preferred compositions of coal ash; SiO 2: 50 to 75 wt%, Al 2 O 3: 15~30 wt%, Fe 2 O 3:
0.5 to 10% by mass [Binder:] In the present invention, it is preferable to add a binder to the compounding raw material.

【0032】結合剤としては、前記した本発明の要旨か
ら、特に制限を受けるものではないが、好ましくはベン
トナイト、リグニン、パルプ廃液、ポリビニルアルコー
ル、スチレンブタジエン系ラテックスおよびカルボキシ
メチルセルロースなどから選ばれる1種または2種以上
が例示され、ベントナイトを用いることがより好まし
い。
The binder is not particularly limited in view of the above-mentioned gist of the present invention, but is preferably one selected from bentonite, lignin, pulp waste liquor, polyvinyl alcohol, styrene-butadiene latex, carboxymethyl cellulose and the like. Or two or more types are exemplified, and it is more preferable to use bentonite.

【0033】結合剤の添加量は、例えばベントナイトを
用いる場合、全配合原料(乾量)中で、3〜30質量%で
あることが好ましい。 〔製造方法:〕前記した図1、図2に示すように、本発
明においては、下水道汚泥焼却灰および石炭灰を配合し
た原料を用いる。
When bentonite is used, for example, the amount of the binder added is preferably 3 to 30% by mass based on the total raw materials (dry amount). [Manufacturing Method] As shown in FIGS. 1 and 2 described above, in the present invention, a raw material in which sewage sludge incineration ash and coal ash are blended is used.

【0034】すなわち、下水道汚泥焼却灰および石炭灰
の少なくともいずれかを粉砕し配合した下水道汚泥焼却
灰と石炭灰の混合原料に、水を添加、造粒し、焼成した
後、篩分けを行うことによって人工軽量骨材を製造す
る。原料への水の添加量は、造粒時の原料中の水分量が
15〜35質量%となる添加量であることが好ましい。
That is, water is added to a mixed raw material of sewage sludge incineration ash and coal ash obtained by pulverizing and blending at least one of sewage sludge incineration ash and coal ash, granulating, firing, and then sieving. To produce artificial lightweight aggregate. The amount of water added to the raw material depends on the amount of water in the raw material during granulation.
The added amount is preferably 15 to 35% by mass.

【0035】また、本発明においては、前記したよう
に、原料に、結合剤(:バインダ)、頁岩を配合するこ
とがより好ましい。造粒法としては、押出し式成形
機(:押出し式造粒機)、パン型ペレタイザなどを用い
ることができ、造粒法の方式は特に制限されるものでは
ないが、得られる人工軽量骨材の強度の面から押出し式
成形機を用いることがより好ましい。
In the present invention, as described above, it is more preferable to mix a binder (: binder) and shale with the raw material. As the granulation method, an extrusion molding machine (: an extrusion granulation machine), a pan-type pelletizer, and the like can be used, and the method of the granulation method is not particularly limited, but the obtained artificial lightweight aggregate is obtained. It is more preferable to use an extrusion molding machine from the viewpoint of strength.

【0036】造粒物の焼成においては、ロータリーキル
ン、グレート式焼成炉、流動焙焼炉などを用いることが
でき、焼成法は特に制限を受けるものではない。焼成温
度は、1000〜1150℃であることが好ましく、さらには10
00〜1100℃であることがより好ましい。焼成温度が1000
℃未満の場合、造粒粒子内における発泡が十分進行せ
ず、得られる骨材の絶乾比重が大きく、逆に1150℃を超
える場合、急速にガスが発生し、粒子内部における均一
かつ十分な発泡、膨張が進行せず、上記と同様に絶乾比
重が大きくなる。
In firing the granulated product, a rotary kiln, a great firing furnace, a fluidized roasting furnace, or the like can be used, and the firing method is not particularly limited. The sintering temperature is preferably 1000 to 1150 ° C., and more preferably 10 to 1150 ° C.
The temperature is more preferably from 00 to 1100 ° C. Firing temperature 1000
If the temperature is lower than ℃, the foaming in the granulated particles does not proceed sufficiently, and the absolute density of the obtained aggregate is large.On the contrary, if it exceeds 1150 ° C, gas is rapidly generated, and uniform and sufficient Foaming and expansion do not progress, and the absolute dry specific gravity increases as described above.

【0037】以上、本発明の人工軽量骨材の製造方法に
ついて述べたが、本発明によれば、産業廃棄物である下
水道汚泥焼却灰、石炭灰を最大限活用し、絶乾比重の小
さい人工軽量骨材を、成形性に優れた方法で製造でき
る。なお、本発明においては、下水道汚泥焼却灰、石炭
灰、頁岩および前記した結合剤以外に、本発明の目的を
損なわない限り、従来人工軽量骨材の製造において使用
されている火山礫(軽石)などの原料、炭化珪素(発泡
補助剤)などの添加剤を配合してもよい。
The method for producing an artificial lightweight aggregate according to the present invention has been described above. According to the present invention, industrial wastes such as sewage sludge incineration ash and coal ash are used to the maximum and an artificially dried specific gravity having a small absolute density is used. A lightweight aggregate can be manufactured by a method excellent in formability. In the present invention, in addition to sewage sludge incineration ash, coal ash, shale and the above-mentioned binder, unless otherwise detrimental to the purpose of the present invention, volcanic pebble (pumice) conventionally used in the production of artificial lightweight aggregates And additives such as silicon carbide (foaming aid).

【0038】[0038]

【実施例】以下、本発明を実施例に基づいてさらに具体
的に説明する。 〔実施例1〕(本発明例1〜22、比較例1〜11) 前記した図1に示す製造工程にしたがって、下水道汚泥
焼却灰、石炭灰の両者を原料として人工軽量骨材を製造
した。
EXAMPLES The present invention will be described below more specifically based on examples. [Example 1] (Examples 1 to 22 of the present invention and Comparative Examples 1 to 11) According to the above-described production process shown in Fig. 1, an artificial lightweight aggregate was produced using both sewage sludge incineration ash and coal ash as raw materials.

【0039】すなわち、少なくともいずれかを粉砕した
下水道汚泥焼却灰、石炭灰を、表1に示すように所定量
(40重量部:60重量部もしくは60重量部:40重量部)配
合し、配合原料に表1に示す量の水を添加し、混練機で
混練した。なお、水を添加する前の原料中に、結合剤と
してベントナイトを、表1に示す配合量で添加した。
That is, as shown in Table 1, a predetermined amount (40 parts by weight: 60 parts by weight or 60 parts by weight: 40 parts by weight) of sewage sludge incineration ash and coal ash, at least one of which has been pulverized, is mixed. Was added with the amount of water shown in Table 1 and kneaded with a kneader. In addition, bentonite was added to the raw material before adding water in a blending amount shown in Table 1 as a binder.

【0040】また、下水道汚泥焼却灰、石炭灰の粉砕
は、ボールミルを用いて行い、粉砕後の50%累積平均粒
径がいずれも5〜10μm 〔4時間粉砕品(4h粉砕品)、
8時間粉砕品(8h粉砕品)〕となるように粉砕を行っ
た。なお、粒度分布の測定装置としては、レーザ回折式
粒度分布測定装置を用いた。
The sewage sludge incineration ash and coal ash are pulverized by using a ball mill, and the 50% cumulative average particle diameter after pulverization is 5 to 10 μm [pulverized product for 4 hours (4h pulverized product),
8 hours pulverized product (8h pulverized product)]. In addition, a laser diffraction type particle size distribution measuring device was used as a particle size distribution measuring device.

【0041】下水道汚泥焼却灰としては、下記粒径、組
成および強熱減量の下水道汚泥焼却灰を用い、石炭灰と
しては火力発電所で発生した下記組成の石炭灰を用い
た。 (下水道汚泥焼却灰:) 50%累積平均粒径:20μm 100 ℃乾燥後の試料の組成:SiO2;35質量%、Al2O3
18質量%、Fe2O3 ;4質量% 強熱減量〔JIS R 5202-1989 〕:2.0 質量% (石炭灰:) 50%累積平均粒径:15〜25μm SiO2:60質量%、Al2O3 :22質量%、Fe2O3 :4質量% 次に、得られた混練物から成形性の指標となる塑性限界
試験用のサンプルを採取した。
As the sewage sludge incineration ash, sewage sludge incineration ash having the following particle size, composition and ignition loss was used, and as coal ash, coal ash having the following composition generated in a thermal power plant was used. (Sewage sludge incineration ash :) 50% cumulative average particle size: 20 μm Composition of sample after drying at 100 ° C .: SiO 2 ; 35% by mass, Al 2 O 3 ;
18 mass%, Fe 2 O 3 ; 4 mass% Loss on ignition [JIS R 5202-1989]: 2.0 mass% (coal ash :) 50% cumulative average particle size: 15 to 25 μm SiO 2 : 60 mass%, Al 2 O 3 : 22% by mass, Fe 2 O 3 : 4% by mass Next, a sample for a plastic limit test as an index of formability was collected from the obtained kneaded product.

【0042】次に、混練物を、押出し式成形機(:押出
し式造粒機)を用いて造粒し、ロータリーキルンによっ
て1080℃で焼成した後、20mm網ふるい(目開き:19m
m)、5mm網ふるい(目開き:4.75mm)で篩分けを行
い、粒径が20〜5mmの人工軽量骨材(粗骨材)を製造し
た(本発明例1〜22)。また、未粉砕の下水道汚泥焼却
灰、未粉砕の石炭灰のいずれか、またはそれらの両者を
原料として、上記した本発明例1〜22と同様の方法で試
験を行った(比較例1〜11)。
Next, the kneaded material was granulated by using an extrusion molding machine (: an extrusion granulator), fired at 1080 ° C. by a rotary kiln, and then subjected to a 20 mm mesh sieve (mesh size: 19 m).
m) The mixture was sieved with a 5 mm mesh sieve (mesh size: 4.75 mm) to produce an artificial lightweight aggregate (coarse aggregate) having a particle size of 20 to 5 mm (Examples 1 to 22 of the present invention). In addition, a test was performed in the same manner as in Examples 1 to 22 of the present invention described above, using either unmilled sewage sludge incineration ash, unmilled coal ash, or both as raw materials (Comparative Examples 1 to 11). ).

【0043】次に、得られた塑性限界試験用のサンプル
を用いて、混練物の成形性の指標となる混練物の塑性限
界試験を行うと共に、人工軽量骨材(粗骨材)の絶乾比
重、24時間吸水率(以下24h吸水率とも記す)および圧
潰強度を測定した。なお、絶乾比重、24h吸水率の測定
および塑性限界試験は、下記試験法に基づいて行った。
Next, using the obtained sample for the plastic limit test, a plastic limit test of the kneaded material which is an index of the formability of the kneaded material is performed, and the artificial lightweight aggregate (coarse aggregate) is dried. Specific gravity, 24-hour water absorption (hereinafter also referred to as 24h water absorption) and crushing strength were measured. In addition, the absolute dry gravity, the measurement of 24 hours of water absorption, and the plastic limit test were performed based on the following test methods.

【0044】〔絶乾比重、24時間吸水率:〕JIS A 1135
に基づいて測定した。 〔塑性限界試験:〕JIS A 1205に基づいて試験を行い、
下記基準で混練物の成形性を評価した。 ◎:所定の量の水を添加し、直径3mm程度まで十分に成
形できる。
[Dry specific gravity, 24 hour water absorption:] JIS A 1135
It measured based on. [Plastic limit test:] Test based on JIS A 1205,
The moldability of the kneaded product was evaluated according to the following criteria. :: A predetermined amount of water is added, and molding can be performed sufficiently to a diameter of about 3 mm.

【0045】○:所定の量の水を添加し、若干のヒビは
あるが、直径3mm程度まで成形できる。 ×:所定の量の水を添加しても直径3mm程度には成形不
可能。 得られた試験結果を、表2に示す。表1、表2に示され
るように、本発明によれば下記(1) 〜(3) の効果が得ら
れることが分かった。
:: A predetermined amount of water was added, and although there were some cracks, molding was possible up to a diameter of about 3 mm. ×: Molding to a diameter of about 3 mm is impossible even when a predetermined amount of water is added. Table 2 shows the obtained test results. As shown in Tables 1 and 2, it was found that the following effects (1) to (3) were obtained according to the present invention.

【0046】(1) 下水道汚泥焼却灰および石炭灰の両者
を用いることによって、目的とする絶乾比重の小さい人
工軽量骨材を得ることができる。 (2) 下水道汚泥焼却灰、石炭灰を粉砕して用いることに
よって、塑性限界試験に示される成形性が良好で、圧壊
強度に優れた人工軽量骨材を得ることができる。
(1) By using both sewage sludge incineration ash and coal ash, it is possible to obtain the desired artificial lightweight aggregate having a small absolute specific gravity. (2) By grinding and using sewage sludge incineration ash and coal ash, it is possible to obtain an artificial lightweight aggregate having good formability as shown in the plastic limit test and excellent crushing strength.

【0047】(3) 下水道汚泥焼却灰に対する石炭灰の配
合量を本発明における好適範囲とすることによって、造
粒物の焼成時の粒子同士の融着を防止し、24h吸水率の
低い人工軽量骨材を得ることができる。
(3) By setting the blending amount of coal ash with the incineration ash of sewerage sludge in the preferred range of the present invention, fusion of particles at the time of firing the granulated product is prevented, and artificial light weight having a low water absorption rate for 24 hours is obtained. Aggregate can be obtained.

【0048】[0048]

【表1】 [Table 1]

【0049】[0049]

【表2】 [Table 2]

【0050】[0050]

【表3】 [Table 3]

【0051】[0051]

【表4】 [Table 4]

【0052】[0052]

【表5】 [Table 5]

【0053】[0053]

【表6】 [Table 6]

【0054】〔実施例2〕(本発明例27〜32、比較例1
2、13) 前記した実施例1において、原料にさらに頁岩を配合し
た以外は実施例1と同様の方法で試験を行った(本発明
例27〜32)。また、頁岩を配合しない原料について実施
例1と同様の方法で試験を行った(比較例12、13)。
Example 2 (Examples 27 to 32 of the present invention, Comparative Example 1)
2, 13) A test was conducted in the same manner as in Example 1 except that shale was further added to the raw material in Example 1 described above (Examples 27 to 32 of the present invention). In addition, a test was performed on the raw material containing no shale in the same manner as in Example 1 (Comparative Examples 12 and 13).

【0055】表3に、原料配合を示す。なお、本実施例
においては、下水道汚泥焼却灰として、雨季に排出され
た下水道汚泥の焼却灰である下記粒径、組成および強熱
減量の下水道汚泥焼却灰を用いた。 (下水道汚泥焼却灰:) 50%累積平均粒径:20μm 100 ℃乾燥後の試料の組成:SiO2;33.4質量%、Al
2O3 ;16.5質量%、Fe2O3;7.6 質量% 強熱減量〔JIS R 5202-1989 〕:0.7 質量% 得られた試験結果を、表4に示す。
Table 3 shows the raw material composition. In this example, as the incineration ash of the sewage sludge, the ash of the sewage sludge discharged from the sewerage sludge discharged in the rainy season, having the following particle size, composition and loss on ignition, was used. (Sewage sludge incineration ash :) 50% cumulative average particle size: 20 μm Composition of sample after drying at 100 ° C .: SiO 2 ; 33.4% by mass, Al
2 O 3 ; 16.5 mass%, Fe 2 O 3 ; 7.6 mass% Loss on ignition [JIS R 5202-1989]: 0.7 mass% The test results obtained are shown in Table 4.

【0056】雨季に排出された下水道汚泥の焼却灰は、
強熱減量が少なく、有機成分が少ない。この結果、表4
に示されるように、雨季に排出された下水道汚泥焼却灰
を用いる場合、焼成時の発泡性が劣り、絶乾比重が大と
なり(比較例12)、また、下水道汚泥焼却灰が未粉砕の
場合、塑性限界試験に示される成形性が劣った(比較例
13)。
The incineration ash of sewer sludge discharged in the rainy season is:
Low ignition loss and low organic components. As a result, Table 4
As shown in the figure, when sewer sludge incineration ash discharged in the rainy season is used, the foaming property at the time of firing is inferior, the absolute specific gravity is large (Comparative Example 12), and the sewer sludge incineration ash is not pulverized. , Poor formability shown in plastic limit test (Comparative Example
13).

【0057】これに対して、表4に示されるように、下
水道汚泥焼却灰、石炭灰の少なくともいずれかを粉砕す
ると共に、原料としてさらに頁岩を配合することによっ
て、塑性限界試験に示される成形性が良好で、圧壊強度
に優れた絶乾比重の小さい人工軽量骨材を得ることがで
きた。
On the other hand, as shown in Table 4, at least one of sewage sludge incineration ash and coal ash was pulverized, and shale was further blended as a raw material, whereby formability indicated in the plastic limit test was confirmed. And an artificial lightweight aggregate excellent in crushing strength and small in absolute dry weight was obtained.

【0058】[0058]

【表7】 [Table 7]

【0059】[0059]

【表8】 [Table 8]

【0060】[0060]

【発明の効果】本発明によれば、下記(1) 〜(4) の優れ
た効果が得られ、産業廃棄物を有効に活用し、絶乾比重
の小さい人工軽量骨材を製造することが可能となった。 (1) 下水道汚泥焼却灰および石炭灰の両者を用いること
によって、目的とする絶乾比重の小さい人工軽量骨材を
得ることができる。
According to the present invention, the following excellent effects (1) to (4) can be obtained, industrial waste can be effectively used, and an artificial lightweight aggregate having a small absolute specific gravity can be manufactured. It has become possible. (1) By using both sewage sludge incineration ash and coal ash, it is possible to obtain the desired artificial lightweight aggregate having a small absolute dry specific gravity.

【0061】(2) 下水道汚泥焼却灰、石炭灰を粉砕して
用いることによって、塑性限界試験に示される成形性が
良好で、圧壊強度に優れた人工軽量骨材を得ることがで
きる。また、下水道汚泥焼却灰、石炭灰を粉砕して用い
ることによって、結合剤であるベントナイトの添加量を
大幅に低減できると共に、水の添加量も低減でき省エネ
ルギーを達成することができる。
(2) By crushing and using sewage sludge incineration ash and coal ash, it is possible to obtain an artificial lightweight aggregate having good formability as shown in the plastic limit test and excellent crushing strength. Further, by crushing and using sewage sludge incineration ash and coal ash, the addition amount of bentonite as a binder can be significantly reduced, and the addition amount of water can be reduced, thereby achieving energy saving.

【0062】(3) 下水道汚泥焼却灰に対する石炭灰の配
合量を本発明における好適範囲とすることによって、造
粒物の焼成時の粒子同士の融着を防止し、24時間吸水率
の低い人工軽量骨材を得ることができる。 (4) 下水道汚泥焼却灰、石炭灰を粉砕すると共に、原料
としてさらに頁岩を配合することによって、発泡性に劣
る原料を用いる場合においても、成形性に優れた方法で
絶乾比重の小さい人工軽量骨材を製造することができ
る。
(3) By setting the blending amount of coal ash to incineration ash of sewerage sludge within the preferred range in the present invention, fusion of particles at the time of firing of granulated material is prevented, and artificial water having a low water absorption rate for 24 hours is prevented. A lightweight aggregate can be obtained. (4) In addition to pulverizing sewage sludge incineration ash and coal ash and further blending shale as a raw material, even when using a raw material with poor foamability, it is excellent in formability and an artificial light weight with a low absolute dry specific gravity. Aggregate can be manufactured.

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

【図1】本発明の人工軽量骨材の製造方法の一例を示す
工程図である。
FIG. 1 is a process chart showing an example of a method for producing an artificial lightweight aggregate of the present invention.

【図2】本発明の人工軽量骨材の製造方法の一例を示す
工程図である。
FIG. 2 is a process chart showing an example of a method for producing an artificial lightweight aggregate of the present invention.

【図3】従来の人工軽量骨材の製造方法を示す工程図で
ある。
FIG. 3 is a process chart showing a conventional method for producing an artificial lightweight aggregate.

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 4D004 AA02 AA36 BA02 CA04 CA30 CB16 CC11 DA02 DA03 DA06 DA10 4G019 LA05 LB01 LD02  ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 4D004 AA02 AA36 BA02 CA04 CA30 CB16 CC11 DA02 DA03 DA06 DA10 4G019 LA05 LB01 LD02

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 下水道汚泥焼却灰および石炭灰の少なく
ともいずれかを粉砕し配合した下水道汚泥焼却灰と石炭
灰の混合原料を、造粒した後、焼成することを特徴とす
る人工軽量骨材の製造方法。
An artificial lightweight aggregate characterized in that a mixed raw material of sewage sludge incineration ash and coal ash obtained by pulverizing and blending at least one of sewage sludge incineration ash and coal ash is granulated and then fired. Production method.
【請求項2】 前記混合原料に、さらに結合剤を配合す
ることを特徴とする請求項1記載の人工軽量骨材の製造
方法。
2. The method for producing an artificial lightweight aggregate according to claim 1, wherein a binder is further added to the mixed raw material.
【請求項3】 前記混合原料に、さらに頁岩を配合する
ことを特徴とする請求項1または2記載の人工軽量骨材
の製造方法。
3. The method for producing an artificial lightweight aggregate according to claim 1, wherein shale is further added to the mixed raw material.
【請求項4】 前記下水道汚泥焼却灰100 重量部に対し
て石炭灰を40〜185重量部配合することを特徴とする請
求項1〜3いずれかに記載の人工軽量骨材の製造方法。
4. The method for producing an artificial lightweight aggregate according to claim 1, wherein 40 to 185 parts by weight of coal ash is mixed with 100 parts by weight of the sewage sludge incineration ash.
JP32636799A 1999-11-17 1999-11-17 Method for producing artificial lightweight aggregate Pending JP2001146444A (en)

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Country Link
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004262728A (en) * 2003-03-04 2004-09-24 Ube Ind Ltd Manufacturing process of lightweight aggregate which uses coal ash and sewage sludge incineration ash as raw materials
US7655088B2 (en) 2005-01-14 2010-02-02 Alkemy, Ltd. Synthetic aggregates comprising sewage sludge and other waste materials and methods for producing such aggregates
US7780781B2 (en) 2005-01-14 2010-08-24 Alkemy, Ltd. Pyroprocessed aggregates comprising IBA and low calcium silicoaluminous materials and methods for producing such aggregates
CN101851086A (en) * 2010-03-26 2010-10-06 王爱瑞 Method for producing sludge self-insulation brick
CN108046836A (en) * 2018-01-24 2018-05-18 安徽宝润环保节能建材有限公司 A kind of light cellular partition board and preparation method thereof
JP2022024276A (en) * 2020-07-14 2022-02-09 裕光 幅口 Composition for calcined body, and method of producing calcined body using the same

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004262728A (en) * 2003-03-04 2004-09-24 Ube Ind Ltd Manufacturing process of lightweight aggregate which uses coal ash and sewage sludge incineration ash as raw materials
JP4599802B2 (en) * 2003-03-04 2010-12-15 宇部興産株式会社 Lightweight aggregate foaming control method
US7655088B2 (en) 2005-01-14 2010-02-02 Alkemy, Ltd. Synthetic aggregates comprising sewage sludge and other waste materials and methods for producing such aggregates
US7780781B2 (en) 2005-01-14 2010-08-24 Alkemy, Ltd. Pyroprocessed aggregates comprising IBA and low calcium silicoaluminous materials and methods for producing such aggregates
US8206504B2 (en) 2005-01-14 2012-06-26 Alkemy, Ltd. Synthetic aggregates comprising sewage sludge and other waste materials and methods for producing such aggregates
US8349070B2 (en) 2005-01-14 2013-01-08 Alkemy, Ltd. Pyroprocessed aggregates comprising IBA and low calcium silicoaluminous materials and methods for producing such aggregates
CN101851086A (en) * 2010-03-26 2010-10-06 王爱瑞 Method for producing sludge self-insulation brick
CN108046836A (en) * 2018-01-24 2018-05-18 安徽宝润环保节能建材有限公司 A kind of light cellular partition board and preparation method thereof
JP2022024276A (en) * 2020-07-14 2022-02-09 裕光 幅口 Composition for calcined body, and method of producing calcined body using the same
JP7372215B2 (en) 2020-07-14 2023-10-31 裕光 幅口 Composition for fired body and method for producing fired body using the same

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