JP2002121062A - Production process of large-sized concrete block (porous), using molten slag derived from general waste as raw material - Google Patents

Production process of large-sized concrete block (porous), using molten slag derived from general waste as raw material

Info

Publication number
JP2002121062A
JP2002121062A JP2000345884A JP2000345884A JP2002121062A JP 2002121062 A JP2002121062 A JP 2002121062A JP 2000345884 A JP2000345884 A JP 2000345884A JP 2000345884 A JP2000345884 A JP 2000345884A JP 2002121062 A JP2002121062 A JP 2002121062A
Authority
JP
Japan
Prior art keywords
porous
mix
raw material
weight
parts
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
JP2000345884A
Other languages
Japanese (ja)
Inventor
Masao Sato
政雄 佐藤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000345884A priority Critical patent/JP2002121062A/en
Publication of JP2002121062A publication Critical patent/JP2002121062A/en
Pending 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
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00284Materials permeable to liquids
    • 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

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a porous retaining wall material which has high water permeability and is produced by a production process that comprises using molten incineration slag discharged in an incineration process of general waste, as a raw material, adding cement, water, an inorganic binder and an organic binder to the molten incineration slag, mixing them together to form a super stiff-consistency mix, charging the mix into a form of any of large-sized concrete blocks (2 t, 4 t and 6 t), and hardening the charged mix while applying pressure to the charged mix with an intensive vibrator. SOLUTION: This production process of such concrete blocks comprises: mixing a mixed material consisting of molten slag and crushed stone with 15% of cement, 5% of water, 0.3% of an inorganic binder and 0.6% of an organic binder on the basis of the weight of the mixed material, to form a mix; and charging the mix into the respective forms of the concrete blocks.

Description

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

【0001】[発明の属する技術分野]本発明は溶融ス
ラグを主原料に用いた大型積みブロック(ポーラス)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 manufacturing a large-sized block (porous) using molten slag as a main raw material.

【0002】[従来の技術及び発明が解決しようとする
課題]本発明による大型積みブロック製造の特徴は、廃
棄物を溶融して得られるスラグを水で急冷して破砕した
水砕スラグ、セメント及び水を前記溶融スラグ1m
対してセメントを300〜350kgに、且つ前記セメ
ントに対する水の重量比が30〜40%となるように配
合された混合物を強力な振動機の振動力で加圧硬化させ
たものであり、その使用効果は下記の通りである。即
ち、都市廃棄物、下水汚泥、産業廃棄物などの一般廃棄
物の溶融処理によって得られる溶融スラグを利用する
為、原料コストが極めて低くなり、又廃棄物処理や省資
源面でも極めて有効である。さらにセメント硬化物であ
るから成型のための熱エネルギーが不要であるばかりで
はなく、製造のための設備などを簡単にできる。さらに
重要な点は、溶融スラグは元来粗粒率が大きく、即ち天
然の川砂、海砂の粗骨材は粗粒率が2.3〜3.0程度
であるが、本発明で用いる溶融スラグの粗粒率は3.0
〜5.0位であり、セメントを加えて上記のような成分
比、及び加圧状態で成型した場合、強度を満たすための
特別な粒度調整が不要であり、従って製造コストも極め
て低くでき全体として従来品に比べて安価な大型積みブ
ロック(ポーラス)の製造面や資源再利用による循環型
社会の実現のためにも有効な手段である。またポーラス
(透水性)製品であり、積みブロックからの水抜き穴が
不要で集中排水する必要がなく積みブロックへの水圧が
なくなり、自然の状態で水抜きが可能なため、従来、擁
壁等からの水抜パイプ等の施工を実施していたが、当品
は積みブロック全面からの排水が可能のため施工経費等
の節約となる。
[Problems to be Solved by the Prior Art and the Invention] A feature of the present invention is to produce granulated slag, crushed slag obtained by quenching slag obtained by melting wastes with water, and cement. Water is pressurized and hardened with a vibrating force of a vibrator to mix a mixture of 300 m to 350 kg of cement to 1 m 3 of the molten slag and a weight ratio of water to the cement of 30 to 40%. The effect of use is as follows. In other words, since molten slag obtained by melting general waste such as municipal waste, sewage sludge, and industrial waste is used, the raw material cost is extremely low, and the waste treatment and resource saving are extremely effective. . Furthermore, since it is a cement hardened material, not only heat energy for molding is not necessary, but also equipment for production can be simplified. More importantly, the molten slag originally has a large coarse particle ratio, that is, the coarse aggregate of natural river sand and sea sand has a coarse particle ratio of about 2.3 to 3.0. Slag coarse grain ratio is 3.0
When the cement is added and the molding is performed under the above-mentioned component ratio and pressurized state, no special particle size adjustment for satisfying the strength is required. This is an effective means for realizing a recycling-oriented society by manufacturing large-sized stacked blocks (porous), which are cheaper than conventional products, and by recycling resources. In addition, since it is a porous product, there is no need to drain water from the building block, there is no need for centralized drainage, there is no water pressure on the building block, and water can be drained in a natural state. The construction of drain pipes from the factory was carried out, but this product can drain the entire stacking block and save construction costs.

【0003】溶融スラグの粒子は本来的に、ガラス質で
あり適度に角張っ形状で適当な大きさであることが要因
と思われるが、セメントと水の配合比により従来品に比
べて成型品の圧縮強度が大きく、従ってそのための特別
な加工をする必要がなく原料として得られる。安全面に
おいても優れた大型積みブロック(ポーラス)を提供で
きるようになった。
It is considered that the molten slag particles are originally glassy, have a moderately angular shape, and have an appropriate size. It has a high compressive strength, and thus can be obtained as a raw material without any special processing. In terms of safety, it has become possible to provide large-sized blocks (porous) that are excellent in safety.

【0004】[発明の作用及び効果]本発明による大型
積みブロック製造法の特徴手段は、廃棄物を溶融して得
られるスラグを水で急冷して破砕したスラグ、セメント
及び水を溶融スラグ1mに対してセメントが300〜
350 kgになるように、且つセメントに対する水の
重量比が30〜40%になるように配合して混合し、そ
の混合物を強力な振動機により振動力で加圧して硬化さ
せることにあり、その作用効果は次の通りである。この
大型積みブロック(ポーラス)の製造にあたっては、単
に溶融スラグ、セメント及び水を適量な配合比で混合し
て、振動力で加圧した後、空中で自然養生するだけで、
十分な圧縮強度を有するブロック(ポーラス)が得られ
るものであり設備的にも労力的にも極めて簡単で安全性
に優れた大型積みブロック(ポーラス)製を大量生産で
きるのものである。
[Operation and Effect of the Invention] The characteristic means of the method for manufacturing large-sized blocks according to the present invention is that slag obtained by melting waste and quenched by quenching with water and crushed slag, cement and 1 m 3 of molten slag are used. 300 to cement
350 kg and a weight ratio of water to cement of 30 to 40% are mixed and mixed, and the mixture is hardened by pressurizing with vibrating force using a powerful vibrator. The operation and effect are as follows. In the production of this large stacking block (porous), simply mix molten slag, cement and water at an appropriate mixing ratio, pressurize with vibrating force, and naturally cure in the air.
A block (porous) having a sufficient compressive strength can be obtained, and it is possible to mass-produce a large-sized block (porous) which is extremely simple in terms of equipment and labor and excellent in safety.

【0005】さらに説明すると溶融スラグ1mに対す
るセメントの配合比が300kg未満になったり、水に
対するセメントの重量比が40%以上になったりする
と、強度は上昇するかポーラス透水能力の低下を招く結
果となる。
More specifically, when the mixing ratio of cement to 1 m 3 of molten slag is less than 300 kg or the weight ratio of cement to water is 40% or more, the strength increases or the porous water permeability decreases. Becomes

【0006】本発明で使用した溶融スラグの粒度構成並
びにそれと一般細骨材の粒度構成との差異を表に示す。 [実施例]以下、本発明のいくつかの実施例について具
体的に説明する。
The table below shows the grain size composition of the molten slag used in the present invention and the difference between the grain size composition and that of general fine aggregate. [Embodiments] Several embodiments of the present invention will be specifically described below.

【0007】焼却溶融スラグを水で急冷して破砕するこ
とにより得られるスラグ1mに普通ポルトランドセメ
ント350kg、水90kg、塩化カルシウム0.3k
g、珪酸ソーダ0.25kg、ヒドロキシセルロース
0.15kg、界面活性剤AK−SP0.1kg、を混
合し、強力な振動機による振動力で加圧し、大型積みブ
ロック(ポーラス)とした材令28日の圧縮強度、は下
記に示す通りであった。 圧縮強度 19.0N/mm
[0007] Incineration slag ordinary Portland cement slag 1 m 3 obtained by crushing quenched with water 350 kg, water 90 kg, calcium chloride 0.3k
g, 0.25 kg of sodium silicate, 0.15 kg of hydroxycellulose and 0.1 kg of surfactant AK-SP were mixed and pressurized by vibrating force with a powerful vibrator to form a large pile block (porous) 28 days old Was as shown below. Compressive strength 19.0 N / mm 2

【0008】溶融スラグ1mにセメント300kg、
水100kg、塩化カルシウム0.3kg、珪酸ソーダ
0.25kg、ヒドロキシセルロース0.15kg、界
面活性剤AK−SP0.1kgを混合し、強力な振動機
による振動力で加圧し、大型積みブロック(ポーラス)
とした。材令28日の圧縮強度は、下記に示す通りであ
った。 圧縮強度 19.0N/mm
[0008] cement 300kg in the molten slag 1m 3,
100 kg of water, 0.3 kg of calcium chloride, 0.25 kg of sodium silicate, 0.15 kg of hydroxycellulose and 0.1 kg of surfactant AK-SP are mixed and pressurized by the vibrating force of a powerful vibrator to form a large stack block (porous)
And The compressive strength on the 28th grade was as shown below. Compressive strength 19.0 N / mm 2

【0009】本発明で用いる溶融スラグの原料の廃棄物
はいかなるものでもよく、又セメントの種類は公知のも
のから適宣選択でき、さらに大型積みブロック(ポーラ
ス)の形状や寸法あるいは、その他において必要な設計
変更が自由にできる。本発明では骨材の使用量を出来る
だけ減らし、溶融スラグを多量に使用することで、資源
再利用による循環型社会の達成にも貢献でき、又ポーラ
ス製大型積みブロックは、水抜等の複雑な施工が不要と
なり、施工費等も節約でき、産業上からも有益性が高い
ものである。
The raw material waste of the molten slag used in the present invention may be any waste, and the type of cement can be appropriately selected from known ones. Design changes can be made freely. In the present invention, the amount of aggregate used is reduced as much as possible, and by using a large amount of molten slag, it is possible to contribute to the achievement of a recycling-based society by reusing resources. The construction is unnecessary, the construction cost and the like can be reduced, and the present invention is highly useful from an industrial viewpoint.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 22:12 C04B 22:08 A 22:08 24:38 A 24:38 ) B ) 111:00 111:00 111:20 111:20 B28B 1/08 B ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification code FI Theme coat ゛ (Reference) C04B 22:12 C04B 22:08 A 22:08 24:38 A 24:38) B) 111: 00 111: 00 111: 20 111: 20 B28B 1/08 B

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 廃棄物を溶融して得られるスラグを水で
破砕した水砕スラグを1,000〜1,200重量部、
骨材を500〜1,200重量部、セメントを300〜
350重量部、水を90〜100重量部の混合物を型枠
内に投入して強力な振動機により振動力で、加圧硬化さ
せた大型積みブロック(ポーラス)の製造方法。
1. A granulated slag obtained by crushing a slag obtained by melting waste with water is used in an amount of 1,000 to 1,200 parts by weight.
Aggregate 500 to 1,200 parts by weight, cement 300 to
A method for producing a large-sized block (porous) in which a mixture of 350 parts by weight and 90 to 100 parts by weight of water is charged into a mold and pressure-cured by a vibrating machine with a vibrating force.
【請求項2】 原料混合物に0〜30重量部の塩化カル
シウムが加えられていることを特徴とする請求項1記載
の大型積みブロック(ポーラス)の製造法。
2. The method according to claim 1, wherein 0 to 30 parts by weight of calcium chloride is added to the raw material mixture.
【請求項3】 原料混合物に0〜20重量部の珪酸ソー
ダが加えられていることを特徴とする請求項1又は2記
載の大型積みブロック(ポーラス)の製造法。
3. The method for producing a large-sized block (porous) according to claim 1, wherein 0 to 20 parts by weight of sodium silicate is added to the raw material mixture.
【請求項4】 原料混合物に0〜25重量部のヒドロキ
シセルロースが加えられていることを特徴とする請求項
1,2又は3記載の大型積みブロック(ポーラス)の製
造方法。
4. The method for producing a large-sized stacking block (porous) according to claim 1, wherein 0 to 25 parts by weight of hydroxycellulose is added to the raw material mixture.
【請求項5】 原料混合物に0〜15重量部の界面活性
剤が加えられていることを特徴とする請求項1,2,3
又は4記載の大型積みブロック(ポーラス)の製造方
法。
5. The raw material mixture further comprises 0 to 15 parts by weight of a surfactant.
Or the manufacturing method of the large-sized pile block (porous) of 4.
JP2000345884A 2000-10-06 2000-10-06 Production process of large-sized concrete block (porous), using molten slag derived from general waste as raw material Pending JP2002121062A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000345884A JP2002121062A (en) 2000-10-06 2000-10-06 Production process of large-sized concrete block (porous), using molten slag derived from general waste as raw material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000345884A JP2002121062A (en) 2000-10-06 2000-10-06 Production process of large-sized concrete block (porous), using molten slag derived from general waste as raw material

Publications (1)

Publication Number Publication Date
JP2002121062A true JP2002121062A (en) 2002-04-23

Family

ID=18819841

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000345884A Pending JP2002121062A (en) 2000-10-06 2000-10-06 Production process of large-sized concrete block (porous), using molten slag derived from general waste as raw material

Country Status (1)

Country Link
JP (1) JP2002121062A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006328698A (en) * 2005-05-24 2006-12-07 Taiko:Kk Concrete building block and construction method for wall body by concrete building block
JP2008195578A (en) * 2007-02-14 2008-08-28 Yoshinaga Kazuhisa Binding material
JP2008273805A (en) * 2007-05-07 2008-11-13 Yoshinaga Kazuhisa Permeable concrete composition

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006328698A (en) * 2005-05-24 2006-12-07 Taiko:Kk Concrete building block and construction method for wall body by concrete building block
JP4683473B2 (en) * 2005-05-24 2011-05-18 有限会社 大興 Concrete block and method of building wall with concrete block
JP2008195578A (en) * 2007-02-14 2008-08-28 Yoshinaga Kazuhisa Binding material
JP2008273805A (en) * 2007-05-07 2008-11-13 Yoshinaga Kazuhisa Permeable concrete composition

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