JP2003119705A - Artificial roadbed material using waste, and method for producing the same - Google Patents
Artificial roadbed material using waste, and method for producing the sameInfo
- Publication number
- JP2003119705A JP2003119705A JP2001321812A JP2001321812A JP2003119705A JP 2003119705 A JP2003119705 A JP 2003119705A JP 2001321812 A JP2001321812 A JP 2001321812A JP 2001321812 A JP2001321812 A JP 2001321812A JP 2003119705 A JP2003119705 A JP 2003119705A
- Authority
- JP
- Japan
- Prior art keywords
- waste
- coal ash
- cement
- roadbed material
- granulated body
- 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
Links
- 239000002699 waste material Substances 0.000 title claims abstract description 28
- 239000000463 material Substances 0.000 title claims abstract description 24
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 8
- 239000004568 cement Substances 0.000 claims abstract description 23
- 239000010883 coal ash Substances 0.000 claims abstract description 20
- 239000011521 glass Substances 0.000 claims abstract description 12
- 239000004576 sand Substances 0.000 claims abstract description 9
- 238000002156 mixing Methods 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 claims abstract description 5
- 239000000203 mixture Substances 0.000 claims description 9
- -1 pottery Substances 0.000 claims description 3
- 239000010903 husk Substances 0.000 claims 1
- 229910000278 bentonite Inorganic materials 0.000 abstract description 3
- 239000000440 bentonite Substances 0.000 abstract description 3
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 abstract description 3
- 229910052571 earthenware Inorganic materials 0.000 abstract description 3
- 206010039509 Scab Diseases 0.000 abstract 1
- 230000002708 enhancing effect Effects 0.000 abstract 1
- 239000011369 resultant mixture Substances 0.000 abstract 1
- 239000008187 granular material Substances 0.000 description 5
- 239000011230 binding agent Substances 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 2
- 238000011282 treatment Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 101000836394 Homo sapiens Sestrin-1 Proteins 0.000 description 1
- 102100027288 Sestrin-1 Human genes 0.000 description 1
- 230000002860 competitive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000007873 sieving Methods 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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
-
- 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
- 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)
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、石炭灰の処理に関
するとともにその有効利用を目的とする。TECHNICAL FIELD The present invention relates to the treatment of coal ash and its effective use.
【0002】[0002]
【従来の技術】石炭灰は地下水を汚染するおそれがある
ため、直接廃棄することは廃棄物処理法で禁止されてい
る。そこで、一般的には、管理型の処分場で埋め立て処
理が行われている。しかしながら、埋立処分場は間もな
くいっぱいになる予定で、その後の新たな埋立処分場を
設けることは困難な状況にある。2. Description of the Related Art Direct disposal of coal ash is prohibited by the Waste Management Law because coal ash may contaminate groundwater. Therefore, in general, landfill processing is performed at a managed landfill site. However, the landfill site will soon be full, and it will be difficult to establish a new landfill site thereafter.
【0003】そこで、石炭灰処理の一つとして、石炭灰
にセメント、ベントナイトと混合し、これを造粒体に形
成し、海砂代替材として護岸工事用に有効利用すること
が行われている。Therefore, as one of the coal ash treatments, coal ash is mixed with cement and bentonite to form a granule, which is effectively used as a sea sand substitute for revetment work. .
【0004】一方、ガラス、陶器等の廃棄物も大部分が
埋め立て処理されているが、一部軽量骨材に加工されて
利用されている。On the other hand, most of wastes such as glass and pottery are also landfilled, but they are partially processed into lightweight aggregate for use.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、これら
の利用の仕方にもつぎのような課題がある。However, there are the following problems in how to use these.
【0006】石炭灰とセメント、ベントナイトを混合し
て造粒体を製造しても骨材としての強度が低いため、用
途が限定される。Even if coal ash, cement, and bentonite are mixed to produce a granulated product, its strength as an aggregate is low, so that its use is limited.
【0007】また、ガラス、陶器等を軽量骨材として製
造するためには、粉砕整形の工程を経なければならない
ので、大量のエネルギーが必要で、現状の競合品に比較
して高価格の製品となり、市場性が低く、利用されにく
くなっている。Further, in order to manufacture glass, earthenware and the like as a lightweight aggregate, a crushing and shaping process must be performed, so a large amount of energy is required, and the product is more expensive than the current competitive products. The marketability is low and it is difficult to use.
【0008】[0008]
【課題を解決するための手段】本発明は、上述の課題を
以下述べる手段により解決しようとするものである。The present invention is intended to solve the above-mentioned problems by the means described below.
【0009】本発明に係る廃棄物を利用した人工路盤材
は、石炭灰に、ガラス、陶器、コンクリートガラ等の廃
棄物の1又は2以上を粉砕した粉砕物および廃砂を混合
するとともにセメントおよびセメント混和剤を加えた混
合物を造粒体に形成してなることを特徴とする。The artificial roadbed material using waste according to the present invention is a mixture of coal ash with a crushed material obtained by crushing one or more wastes such as glass, pottery and concrete waste, and waste sand, and cement and It is characterized in that a mixture containing a cement admixture is formed into granules.
【0010】本発明に係る廃棄物を利用した人工路盤材
の製造方法は、石炭灰に、ガラス、陶器、コンクリート
ガラ等の廃棄物の1又は2以上を粉砕した粉砕物および
廃砂を混合するとともにセメントおよびセメント混和剤
を加え、造粒機で造粒体とすることを特徴とする。In the method for manufacturing an artificial roadbed material using waste according to the present invention, coal ash is mixed with a crushed material obtained by crushing one or more wastes such as glass, pottery, and concrete waste, and waste sand. Along with this, cement and a cement admixture are added to form a granulated body with a granulator.
【0011】[0011]
【発明の実施の形態】つぎに、本発明の実施の形態を図
1に基づき説明する。BEST MODE FOR CARRYING OUT THE INVENTION Next, an embodiment of the present invention will be described with reference to FIG.
【0012】ガラス、陶器、コンクリートガラ等は、粉
砕機で粉砕されて粉砕物となり、廃砂とともに混合機で
混合されて、石炭灰、セメント、セメント混和剤、水と
ともに造粒機に供合される。セメントおよびセメント混
和剤は、混合物の結合材として使用される。これらは一
部又は全部を一体に混合してから造粒機に混合しても、
それぞれ別々に供給機などにより造粒機に供給して混合
してもよい。これらの混合物は、造粒機で混練されて、
必要な大きさに造粒される。ただし、路盤材のふるい分
け試験における粒度規定の範囲内すなわち40mm以下
であることを要する。養生後に路盤材となる。Glass, pottery, concrete debris, etc. are crushed by a crusher into a crushed product, mixed with waste sand by a mixer, and then combined with coal ash, cement, cement admixture, and water in a granulator. It Cement and cement admixtures are used as binders in mixtures. Even if these are partly or wholly mixed together and then mixed in the granulator,
They may be separately supplied to the granulator by a feeder or the like and mixed. These mixtures are kneaded in a granulator,
Granulate to the required size. However, it must be within the range of the particle size regulation in the sieving test of the roadbed material, that is, 40 mm or less. After curing, it becomes a roadbed material.
【0013】造粒体を形成する各素材の配合量は、つぎ
の事情を考慮して、好ましい範囲で定めるのがよい。The blending amount of each material forming the granulated body is preferably determined in a preferable range in consideration of the following circumstances.
【0014】ガラス、陶器、コンクリートガラ等の粉砕
した混合物の割合が多くなると造粒体の強度は増すが、
石炭灰の処理量が少なくなる。本発明は主に石炭灰の処
理を主目的とするので、石炭灰の割合を多くし、必要な
強度を保持できるようにする。When the proportion of the crushed mixture of glass, earthenware, concrete glass, etc. increases, the strength of the granule increases,
The throughput of coal ash is reduced. Since the main purpose of the present invention is to treat coal ash, it is possible to increase the proportion of coal ash and maintain the required strength.
【0015】結合材として用いられるセメントおよびセ
メント混合剤は、混合割合が増す程造粒体の強度は増す
が、製造コストは高くなる。必要な強度を保持できる割
合を考慮する。With respect to the cement and the cement mixture used as the binder, the strength of the granule increases as the mixing ratio increases, but the manufacturing cost increases. Consider the proportion that can retain the required strength.
【0016】すなわち、再生クラッシャーとして利用す
るための路盤材料試験において、すり減り減量は規格5
0%以下、修正CBR値(%)は規格20以上であるこ
と要する。That is, in the roadbed material test for use as a reclaimed crusher, the abrasion loss is standard 5
It is necessary that the corrected CBR value (%) is 0% or less and the standard is 20 or more.
【0017】つぎに、本発明における各素材の配合例を
示すとつぎのとおりである。配合量は重量%である。Next, examples of blending each material in the present invention are as follows. The blending amount is% by weight.
【0018】 配合例 石炭灰 52% ガラス、陶器、コンクリートガラの粉砕物+廃砂 22% セメント 7% セメント混和剤 1% 水 18% 合 計 100%[0018] Formulation example Coal ash 52% Crushed glass, pottery and concrete waste + waste sand 22% Cement 7% Cement admixture 1% Water 18% Total 100%
【0019】これらの混合物を造粒機で40mm以下に
造粒し、養生をして路盤材を得る。養生は7日間行っ
た。The mixture is granulated with a granulator to a size of 40 mm or less and cured to obtain a roadbed material. The curing was carried out for 7 days.
【0020】上述のようにして得られた路盤材の試験成
績を表1に示す。Table 1 shows the test results of the roadbed material obtained as described above.
【0021】[0021]
【表1】 [Table 1]
【0022】上記表1から明らかなように、本発明に係
る路盤材は、粒度、すり減り減量、修正CBR値は、路
盤材としての規格を満たしている。As is clear from Table 1 above, the roadbed material according to the present invention satisfies the standards for the roadbed material in terms of grain size, abrasion loss and corrected CBR value.
【0023】[0023]
【発明の効果】本発明は上述のようにしてなるのでつぎ
の効果を有する。As described above, the present invention has the following effects.
【0024】ガラス、陶器、コンクリートガラを粉砕し
た粉砕物を廃砂とともに石炭灰に加え、造粒体の核とな
るようにしたので、造粒体の強度が増し、さらに、結合
剤としてセメントの他にセメント混和剤を加えることに
よりさらに強度が増し、路盤材として規格を満足する造
粒体を製造することができた。The crushed material obtained by crushing glass, pottery and concrete waste was added to coal ash together with the waste sand so as to serve as the core of the granulated body, so that the strength of the granulated body was increased, and further, the cement as a binder was used. By adding a cement admixture in addition, the strength was further increased, and it was possible to manufacture a granulated body satisfying the standard as a roadbed material.
【図1】本発明に係る廃棄物を利用した人工路盤材の製
造過程を示すブロック図である。FIG. 1 is a block diagram showing a process of manufacturing an artificial roadbed material using waste according to the present invention.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 渡嘉敷 義浩 沖縄県那覇市国場1176−1 (72)発明者 比嘉 敏勝 沖縄県具志川市州崎5−1 株式会社トロ ピカルテクノセンター内 (72)発明者 宮城 雄二 沖縄県具志川市州崎12−2 沖縄県工業技 術センター内 (72)発明者 平良 栄康 沖縄県浦添市牧港5丁目2番1号 沖電設 計株式会社内 (72)発明者 荷川取 健 沖縄県宜野湾市宜野湾1丁目9番6号 Fターム(参考) 2D051 AD07 AF02 AF03 AF04 AF06 AF07 AH02 CA09 EA01 EA06 4G012 PA26 PA30 PE04 ─────────────────────────────────────────────────── ─── Continued front page (72) Inventor Yoshihiro Tokashiki 1176-1, Kokuba, Naha City, Okinawa Prefecture (72) Inventor Toshikatsu Higa Toro, Inc. 5-1 Kakizaki, Gushikawa City, Okinawa Prefecture Inside Pical Techno Center (72) Inventor Yuji Miyagi 12-2 Kakizaki, Gushikawa City, Okinawa Prefecture Industrial Technology, Okinawa Prefecture Inside the surgery center (72) Inventor Eiyasu Hira 5-2-1 Makiminato, Urasoe City, Okinawa Prefecture Inside the corporation (72) Inventor Ken Katori 1-9-6 Ginowan, Ginowan City, Okinawa Prefecture F-term (reference) 2D051 AD07 AF02 AF03 AF04 AF06 AF07 AH02 CA09 EA01 EA06 4G012 PA26 PA30 PE04
Claims (2)
ガラ等の廃棄物の1又は2以上を粉砕した粉砕物および
廃砂を混合するとともにセメントおよびセメント混和剤
を加えた混合物を造粒体に形成したことを特徴とする廃
棄物を利用した人工路盤材1. A granulated product is a mixture of coal ash, crushed material obtained by crushing one or more wastes such as glass, pottery and concrete husk and waste sand, and cement and cement admixture. Artificial roadbed material using waste that is formed
ガラ等の廃棄物の1又は2以上を粉砕した粉砕物および
廃砂を混合するとともにセメントおよびセメント混和剤
を加え、造粒機で造粒体とすることを特徴とする廃棄物
を利用した人工路盤材の製造方法。2. A method of mixing coal ash with crushed material obtained by crushing one or more wastes such as glass, pottery, concrete waste, etc. and waste sand, adding cement and a cement admixture, and granulating with a granulator. A method for manufacturing an artificial roadbed material using waste, which is characterized as a body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001321812A JP2003119705A (en) | 2001-10-19 | 2001-10-19 | Artificial roadbed material using waste, and method for producing the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001321812A JP2003119705A (en) | 2001-10-19 | 2001-10-19 | Artificial roadbed material using waste, and method for producing the same |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2003119705A true JP2003119705A (en) | 2003-04-23 |
Family
ID=19138966
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001321812A Pending JP2003119705A (en) | 2001-10-19 | 2001-10-19 | Artificial roadbed material using waste, and method for producing the same |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2003119705A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005169379A (en) * | 2003-11-17 | 2005-06-30 | Shikoku Electric Power Co Inc | Granulator, method for producing ground material using the same, ground material obtained thereby, and method for reusing the same |
JP2006205026A (en) * | 2005-01-27 | 2006-08-10 | Kimura Kanko Kk | Sandy granulated material and method for producing the same |
-
2001
- 2001-10-19 JP JP2001321812A patent/JP2003119705A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005169379A (en) * | 2003-11-17 | 2005-06-30 | Shikoku Electric Power Co Inc | Granulator, method for producing ground material using the same, ground material obtained thereby, and method for reusing the same |
JP2006205026A (en) * | 2005-01-27 | 2006-08-10 | Kimura Kanko Kk | Sandy granulated material and method for producing the same |
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