JP2008050189A - Ready mixed concrete sludge regenerating method and regenerated material - Google Patents
Ready mixed concrete sludge regenerating method and regenerated material Download PDFInfo
- Publication number
- JP2008050189A JP2008050189A JP2006226336A JP2006226336A JP2008050189A JP 2008050189 A JP2008050189 A JP 2008050189A JP 2006226336 A JP2006226336 A JP 2006226336A JP 2006226336 A JP2006226336 A JP 2006226336A JP 2008050189 A JP2008050189 A JP 2008050189A
- Authority
- JP
- Japan
- Prior art keywords
- mixed concrete
- ready
- regenerated
- sludge
- concrete
- 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
Images
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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/02—Selection of the hardening environment
-
- 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)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Health & Medical Sciences (AREA)
- Toxicology (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Road Paving Structures (AREA)
- Treatment Of Sludge (AREA)
Abstract
Description
本発明は、生コンクリートの製造・配送の際に排出される生コンスラッジの処理および再生利用に関するものである。 The present invention relates to the treatment and recycling of raw consludge discharged during the production and distribution of ready-mixed concrete.
生コンスラッジは強アルカリ性(pH12.5)を示す産業廃棄物で、生コンプラントやミキサー車の洗浄水および現場配送時に残存した戻りコンクリートからなる汚泥である。この生コンスラッジは全国で年間300万m3程度と極めて多量に排出されるものである。 Raw consludge is an industrial waste exhibiting strong alkalinity (pH 12.5), and is sludge composed of raw concrete and washing water from mixer trucks and return concrete remaining during delivery on site. The ready-mixed concrete sludge are those very large amount discharged annually 3,000,000 m 3 about the country.
生コンスラッジは、そのままの状態では管理型処分場での処分が必要とされるため、処分場の残余容量を圧迫している問題がある。また、鹿児島県においては、現在、管理型処分場が県内に存在しないために、産業廃棄物を県外に排出しているのが現状である。 Since raw consludge is required to be disposed of in a managed-type disposal site as it is, there is a problem of pressing the remaining capacity of the disposal site. In Kagoshima Prefecture, there is currently no managed disposal site in the prefecture, so industrial waste is being discharged outside the prefecture.
管理型処分場のある地域でも、残余量が2〜3年の地域も多い。新規に処分場を建設するにも地元住民の反対を受けたり、環境面への配慮から、今後の処分場の確保が困難になるのが現状である。 Even in areas with managed disposal sites, there are many areas with a residual volume of 2-3 years. Even when constructing a new disposal site, it is difficult to secure a future disposal site due to the opposition of local residents and due to environmental considerations.
従って残存生コンクリートから骨材を分離し、再利用する処理方法が開発され(例えば特許文献1)、 Therefore, a processing method for separating and reusing the aggregate from the remaining ready-mixed concrete has been developed (for example, Patent Document 1).
さらに濃縮スラッジ水のpH12を超す高いアルカリ性を利用してアルカリの刺激によって水硬性が期待できる高炉スラグ材と共にバッチ式粉砕混合機で混合し、セメントと同様の水硬性を有し、かつ粘性の高い活性スラリーを得て、これを生コンクリート中に練り込むことでその分離抵抗性を高めて生コンクリートのリサイクルを行った(図3)(例えば特許文献2)。 Furthermore, using a high alkalinity exceeding pH 12 of concentrated sludge water, it is mixed with a blast furnace slag material that can be expected to be hydraulic due to alkali stimulation in a batch pulverization mixer, and has the same hydraulic property as cement and high viscosity. An active slurry was obtained and kneaded into ready-mixed concrete to increase its separation resistance, and the ready-mixed concrete was recycled (for example, Patent Document 2).
又生コンプラントで運搬車やプラントミキサ等で洗ったとき発生する生コンクリートの洗い残渣の再生法において、砂利、砂、セメント水和物及びセメント水和物等の再利用はできるけれども、水を再利用することはできなかった。しかし、濃縮機の洗浄を容易に行うことができ、連続してスラッジ水を濃縮することができ、かつ設備を比較的安価に設置することができる生コンクリートの洗い残渣再生利用方法が開発された(図4)(例えば特許文献3)。 Also, in the recycling method of ready-mixed concrete residue generated when washed with a transport vehicle or a plant mixer in a ready-mixed plant, gravel, sand, cement hydrate and cement hydrate can be reused. It was not possible to use it. However, a method for reclaiming fresh concrete washing residue has been developed that can easily wash the concentrator, continuously concentrate sludge water, and install equipment relatively inexpensively. (FIG. 4) (for example, patent document 3).
本発明は、強アルカリ性(pH12.5)を示す汚泥であり、管理型処分場への持ち込みがほとんどであった生コンスラッジを固形化・安定化処理を行い、さらに公知のクラッシャー、バッチ式混合機(例えば特開2004−130276)及び分級機(篩分け機)等を用い路盤材、基礎材、管保護材として利用できる再生クラッシャランとして、有効活用が可能な性質に変化させる。 The present invention is a sludge exhibiting strong alkalinity (pH 12.5), which is obtained by solidifying and stabilizing raw consludge which was mostly brought into a managed disposal site, and further known crushers and batch mixers (For example, JP-A-2004-130276) and a classifier (sieving machine) or the like is used to change the properties into a reusable crusher run that can be used as a roadbed material, a base material, and a pipe protection material.
これによって、従来埋め立て処分されていた生コンスラッジを資源として再生利用し、処分場の残余年数の延長を図ることが可能となる。 This makes it possible to recycle the raw consludge that has been disposed of in the past as a resource, and to extend the remaining years of the disposal site.
即ち本発明は多量排出される埋め立て処分された生コンスラッジ(年間300万m3)を簡単な工程(図1)で路盤材等として利用できる再生クラッシャランとして有効活用が可能な性質に変化させ、これによって従来埋め立て処分されていた生コンスラッジを資源として再利用し、処分場の残余年数の延長を図ることを目的とするものである。 That is, the present invention changes the property that can be effectively used as a reclaimed crusher run that can be used as a roadbed material etc. in a simple process (Fig. 1), with a large amount of landfilled raw consludge discharged annually (3 million m 3 ). The purpose of this project is to recycle raw consludge that was previously disposed of in landfills as resources, and to extend the remaining years of the disposal site.
上記課題を解決するため本発明は、
第1に、生コンスラッジを回収し、これにセメント、水及び砕石を添加混練して再生生コンクリートを生成し、これを型枠内に養生硬化し、さらに凝固させた後、
これを破砕及び又は粉砕して処定粒径以下の再生切込み材を形成することを特徴とする生コンスラッジ再生法、
第2に、上記第1発明記載の再生切込み材が粒径30〜40mm以下の路盤材、基礎材又は管支持材に用いる生コンスラッジ再生材、
によって構成される。
In order to solve the above problems, the present invention
First, recovering ready-mixed sludge, adding cement and water and crushed stone to this to produce recycled ready-mixed concrete, curing it in the mold, and further solidifying it,
A raw consludge regeneration method characterized by forming a regenerated cut material having a grain size equal to or smaller than a treated particle size by crushing and / or pulverizing this,
Secondly, the raw cutting sludge reclaimed material used for the roadbed material, foundation material or pipe support material having a particle size of 30 to 40 mm or less as the reclaimed cutting material according to the first invention,
Consists of.
従って生コンスラッジを廃棄することなく、これにセメント、水及び砕石を添加混練し、型枠内に投入し、養生硬化し、さらに凝固させ、これを破砕機で破砕及び粉砕し、路盤材等に相応する粒度以下の切込み材に選別し路盤材、基礎材又は埋設管の支持盤材等を得ることができる。 Accordingly, cement, water and crushed stone are added and kneaded to this without throwing away the raw consludge, put into the mold, cured and hardened, further solidified, and then crushed and crushed with a crusher to produce roadbed materials, etc. By selecting a cutting material having a particle size equal to or smaller than that, a roadbed material, a base material, or a supporting plate material for an embedded pipe can be obtained.
生コンスラッジをそのまま利用し、セメント、水、砕石を適量添加混練することによって硬化、凝固させ、これを破砕し、篩下切込材を転圧によって必要強度に締固められる特定の土木用支持盤材が得られ、産業廃棄物を著しく低減することができる。 Specific civil engineering support board materials that use raw conslag as it is, harden and solidify by adding appropriate amounts of cement, water, and crushed stones, crush them, and compact the undercuts to the required strength by rolling. And industrial waste can be significantly reduced.
生コン工場より排出され、受け入れられた生コンスラッジ(汚泥)は、図1に示すような手順で固形化(凝固)され、製品化される。生コンスラッジは、表1に示す配合に従って、水、セメント、砕石とともに計量され、ミキサーにて混練される。 The raw concrete sludge (sludge) discharged and accepted from the raw concrete factory is solidified (coagulated) by the procedure shown in FIG. The raw consludge is weighed together with water, cement and crushed stone according to the formulation shown in Table 1 and kneaded with a mixer.
このときの各材料の配合は、良好な作業性を有しつつ固形化(凝固)後に、管理型処分から安定型処分へ転換可能な一軸圧縮強度である8N/mm2が得られるよう、適切に決定される。 The blending of each material at this time is appropriate so as to obtain a uniaxial compressive strength of 8 N / mm 2 that can be converted from managed disposal to stable disposal after solidification (solidification) while having good workability. To be determined.
混練した材料は型枠に投入し、養生して硬化凝固させる。 The kneaded material is put into a mold, cured and cured and solidified.
混練された生コンスラッジの混合物を型枠内に流し込んで成型し、固形化(硬化・凝固)させる。所要の強度を得るのに十分な養生期間(約1週間)を経た後に破砕し、30〜40mm以下に振動スクリーン等で粒度を調整し、再生切込み材とする。切込み材とはスクリーンにより選別された一定粒度(例えば30〜40mm)以下の篩下(アンダー)粒子すべて又は大小粒子の混合物を言う。 The kneaded raw consludge mixture is poured into a mold and molded, and solidified (cured and solidified). After a sufficient curing period (about 1 week) to obtain the required strength, the material is crushed and adjusted to a particle size of 30-40 mm or less with a vibrating screen or the like to obtain a regenerated cut material. The cut material refers to a mixture of all undersize (under) particles having a certain particle size (for example, 30 to 40 mm) or less or a mixture of large and small particles selected by a screen.
この実施例では、「プラント再生舗装技術指針」に準拠した再生クラッシャランである「RC−30」と「RC−40」の2種類の製品を製造した。 In this example, two types of products, “RC-30” and “RC-40”, which are reclaimed crusher runs conforming to “Plant Recycled Pavement Technical Guidelines”, were manufactured.
養生後の一軸圧縮強度は、図2に示すように8N/mm2を越え、十分に確保されていた。また、表2、表3に示すように「RC−30」と「RC−40」のいずれかの製品においても粒度分布は所定の範囲内に収まっており、修正CBR、塑性指数、すりへり減量も再生クラッシャランとしての基準を満たしている。 The uniaxial compressive strength after curing exceeded 8 N / mm 2 as shown in FIG. 2 and was sufficiently secured. In addition, as shown in Tables 2 and 3, the particle size distribution is within a predetermined range in any of the products “RC-30” and “RC-40”, and the modified CBR, plasticity index, and wear loss are also reduced. Meets the criteria for a reclaimed crusher run.
以上により、本発明において製造される製品は「プラント再生舗装技術指針」で規定する再生クラッシャランとして使用することが可能であることが示された。 From the above, it was shown that the product manufactured in the present invention can be used as a reclaimed crusher run specified in the “Plant Reclaimed Pavement Technical Guidelines”.
この実施例における混練に使用する装置は移動式の固形化装置とすることができる。この装置内には、材料貯蔵・供給装置、計量装置、ミキサー、排出装置を備え、コンピューター制御により全自動で運転することができ全体をコンパクトに構成しており、車両に搭載して移動させることができる。このため、生コンスラッジの発生現場における現地処理・固形化が可能である。 The apparatus used for kneading in this embodiment can be a mobile solidification apparatus. This device is equipped with a material storage and supply device, weighing device, mixer and discharge device, and can be operated fully automatically by computer control, and the whole is compactly configured and moved on the vehicle. Can do. For this reason, on-site treatment and solidification are possible at the production site of raw consludge.
また、生コンスラッジの受入・リサイクル利用に関しては、現在までに鹿児島県の許可を受けている。 In addition, Kagoshima Prefecture has already received permission for the acceptance and recycling of raw consludge.
上述のように多量に発生する生コンスラッジ(汚泥)を管理型処分場に埋立処分する必要がなく、単なる混合、混練、成型、養生による再凝固物を一定粒度以下に切り込み成型して再生クラッシャランとして土木用転圧基礎材として有効に再利用することができる。 As described above, it is not necessary to landfill raw consludge (sludge) generated in large quantities in a managed disposal site, and re-solidified by simple mixing, kneading, molding, and curing to a certain particle size or less to form a recycled crusher run It can be effectively reused as a rolling base material for civil engineering.
Claims (2)
これを破砕及び又は粉砕して処定粒径以下の再生切込み材を形成することを特徴とする生コンスラッジ再生法。 Collecting raw consludge, adding cement, water and crushed stone to this to produce recycled ready-mixed concrete, curing and curing it in the mold, and further solidifying it,
A raw consludge regeneration method, characterized by forming a regenerated cut material having a grain size equal to or smaller than a predetermined particle size by crushing and / or crushing the product.
A raw consludge reclaimed material used as a roadbed material, foundation material or pipe support material having a particle size of 30 to 40 mm or less.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2006226336A JP2008050189A (en) | 2006-08-23 | 2006-08-23 | Ready mixed concrete sludge regenerating method and regenerated material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2006226336A JP2008050189A (en) | 2006-08-23 | 2006-08-23 | Ready mixed concrete sludge regenerating method and regenerated material |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2008050189A true JP2008050189A (en) | 2008-03-06 |
Family
ID=39234577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2006226336A Pending JP2008050189A (en) | 2006-08-23 | 2006-08-23 | Ready mixed concrete sludge regenerating method and regenerated material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2008050189A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102493304A (en) * | 2011-11-16 | 2012-06-13 | 天津市市政工程研究院 | Method for processing riverway sludge for filling subgrade by using construction wastes |
KR20170032990A (en) * | 2015-09-16 | 2017-03-24 | 유진기업 주식회사 | sludge powder of recycled water of ready mixed concrete, a manufacturing method thereof and asphalt concrete composite for surface layer |
-
2006
- 2006-08-23 JP JP2006226336A patent/JP2008050189A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102493304A (en) * | 2011-11-16 | 2012-06-13 | 天津市市政工程研究院 | Method for processing riverway sludge for filling subgrade by using construction wastes |
KR20170032990A (en) * | 2015-09-16 | 2017-03-24 | 유진기업 주식회사 | sludge powder of recycled water of ready mixed concrete, a manufacturing method thereof and asphalt concrete composite for surface layer |
KR101723204B1 (en) | 2015-09-16 | 2017-04-03 | 유진기업 주식회사 | sludge powder of recycled water of ready mixed concrete, a manufacturing method thereof and asphalt concrete composite for surface layer |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5474036B2 (en) | Coal ash granule production method, concrete product production method using coal ash granulation product, high density / high strength concrete product produced by these production methods, high density / high strength concrete product Method for producing recycled aggregate, and recycled aggregate produced by this production method | |
WO2008050831A1 (en) | Process for producing granular solid matter from coal ash as raw material and apparatus therefor | |
JP2008050189A (en) | Ready mixed concrete sludge regenerating method and regenerated material | |
JP2005041750A (en) | Industrial waste regenerated aggregate and method of producing the same | |
KR20050110435A (en) | Method and composite for cement brick, footpath block using waste sand, pebbles | |
JP2002011366A (en) | Ash grinding method and solidified molding of ash | |
JP4420582B2 (en) | Sandy granulated material and method for producing the same | |
KR20220052733A (en) | Concrete sidewalk block manufacturing method using recycled aggregate | |
JPH08229593A (en) | Sludge treatment, sludge treating device and aggregate producing apparatus | |
JP2003171160A (en) | Regenerated aggregate obtained from industrial waste material | |
JP3321152B1 (en) | How to recycle construction sludge | |
KR20030090295A (en) | Recycle technology of the waste stone powder and concrete products | |
JP4688077B2 (en) | Sandy granulated material and method for producing the same | |
JP4945523B2 (en) | Method for producing lightweight foundation material for civil engineering work made of granulated material | |
JP3642050B2 (en) | Waste disposal site and construction method | |
JP2008247680A (en) | Concrete | |
JP2001270769A (en) | Method for manufacturing subgrade material | |
JP3426936B2 (en) | Method and apparatus for producing recycled aggregate | |
JP3101860U (en) | Industrial waste recycling crushed stone production equipment | |
JP2023104419A (en) | Block and method for producing the same | |
JPH0796267A (en) | Treatment of waste ready-mixed concrete | |
JPH09278508A (en) | Production of building block using incinerated ash | |
JP3482640B2 (en) | Detoxifying and stabilizing shredder dust | |
JP2004143025A (en) | Method of manufacturing water-permeable concrete grating product (recycled product) comprising steel grating and water-permeable concrete | |
JPH09217343A (en) | Use method of hard dewatered cake minute particles |