JPH11268942A - Inorganic hardened material - Google Patents
Inorganic hardened materialInfo
- Publication number
- JPH11268942A JPH11268942A JP10070502A JP7050298A JPH11268942A JP H11268942 A JPH11268942 A JP H11268942A JP 10070502 A JP10070502 A JP 10070502A JP 7050298 A JP7050298 A JP 7050298A JP H11268942 A JPH11268942 A JP H11268942A
- Authority
- JP
- Japan
- Prior art keywords
- ash
- incinerated
- cured product
- cement
- inorganic
- 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
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
- C04B7/00—Hydraulic cements
- C04B7/24—Cements from oil shales, residues or waste other than slag
- C04B7/28—Cements from oil shales, residues or waste other than slag from combustion residues, e.g. ashes or slags from waste incineration
-
- 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
- C04B2111/10—Compositions or ingredients thereof characterised by the absence or the very low content of a specific material
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Combustion & Propulsion (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Processing Of Solid Wastes (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は焼却灰を原料の一部
とした無機質硬化物に関し、さらに詳しくは、熱処理を
施して焼却灰に含まれる有機成分、塩素、重金属、ダイ
オキシン等を除去することにより焼却灰を安全かつ大量
に使用することができ、その焼却灰と無機質マトリック
スからなる無機質硬化物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an inorganic cured product using incinerated ash as a raw material, and more particularly, to a heat treatment for removing organic components, chlorine, heavy metals, dioxins, etc. contained in the incinerated ash. The present invention relates to an inorganic hardened material composed of the incinerated ash and an inorganic matrix, whereby the incinerated ash can be used safely and in large quantities.
【0002】[0002]
【従来の技術】都市ゴミ、下水汚泥等の廃棄物の焼却に
より発生した焼却灰は、埋め立てによる処分が最も一般
的であるが、廃棄物の増加に伴う焼却灰の増加は、埋め
立て地の急速な減少を引き起こし、大きな問題となって
いる。とくに新しい処分場の確保は、地域問題や環境問
題等によって困難な状況にあり、問題の解決を尚一層困
難なものとさせている。さらに、これらの焼却灰には、
カドミウムやシアン等の重金属を始め、ダイオキシン等
の有害物質も含有されていることが明らかにされてお
り、これから引き起こる土壌汚染や人体への影響等も深
刻な問題となっている。2. Description of the Related Art The incineration ash generated by the incineration of waste such as municipal waste and sewage sludge is most commonly disposed of by landfill. This is a major problem. In particular, securing a new disposal site is difficult due to local and environmental issues, making it even more difficult to solve the problem. In addition, these incinerated ash
It has been revealed that harmful substances such as dioxins, as well as heavy metals such as cadmium and cyanide, are contained, and the resulting soil pollution and effects on human bodies have become serious problems.
【0003】このことから、重金属やダイオキシンの溶
出を抑制、防止する目的で、焼却灰のセメントによる固
化安定化が提案され、実用化されている。この対策によ
って、土壌汚染等の深刻な問題は回避されたが、焼却灰
によってはいまだ含まれる種々の有機成分が、セメント
の水和硬化反応を阻害したり、或いはその結果、固化物
を脆弱化させるなどの問題もあることから、固化安定化
処理に供し得ないものもある。[0003] For this reason, stabilization of solidification of incinerated ash with cement has been proposed and put into practical use for the purpose of suppressing and preventing elution of heavy metals and dioxins. Although this measure avoided serious problems such as soil contamination, the various organic components still contained by the incineration ash could inhibit the hydration-hardening reaction of the cement or, as a result, weaken the solidified material Some of them cannot be subjected to the solidification and stabilization treatment because of the problem of causing the solidification and stabilization.
【0004】一方、土木・建築分野においては、焼却灰
はセメントの増量材、裏込め材や埋め戻し材の充填材と
して利用されたり、或いはSiO2分を含んでいるため
シリカ質原料の代替材として利用されている。しかし、
焼却灰によっては、先にも記したように、有機物を含有
しているために、セメントの硬化反応を阻害するケース
があり、結果的に製品性能を低下させてしまうことか
ら、その適用範囲は狭めざるを得ないのが現状である。
また、有機物以外に、塩素を含有していることから、コ
ンクリート構造体の鉄筋を腐食させてしまうなどの問題
も有しており、その利用範囲は限られていた。On the other hand, in the field of civil engineering and construction, incinerated ash is used as a filler for cement, as a filler for backfilling or backfilling materials, or as a substitute for siliceous raw materials because it contains SiO 2. Has been used as. But,
As described above, some incinerated ash contains an organic substance, which may inhibit the hardening reaction of cement, resulting in lower product performance. At present, it has to be narrowed.
Further, since chlorine is contained in addition to the organic matter, there is also a problem that the reinforcing steel of the concrete structure is corroded, and its use range is limited.
【0005】このように、焼却灰の無害化・安定化のた
めの技術改良、焼却灰の有効利用技術、大量に発生する
焼却灰に対する効果的な対処法が求められている。[0005] As described above, there is a need for technical improvement for detoxifying and stabilizing incinerated ash, technology for effectively using incinerated ash, and effective measures for dealing with a large amount of incinerated ash.
【0006】[0006]
【発明が解決しようとする課題】本発明は、上記のよう
な問題を解決するためになされたものであって、熱処理
を施して焼却灰に含まれる有機成分、塩素、重金属、ダ
イオキシン等を除去することにより、焼却灰を安全かつ
大量に利用することができ、各種物性に優れた無機質硬
化物を提供することを目的とするものである。DISCLOSURE OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and is intended to remove organic components, chlorine, heavy metals, dioxins and the like contained in incineration ash by performing a heat treatment. By doing so, it is possible to use incinerated ash safely and in large quantities, and to provide an inorganic cured product excellent in various physical properties.
【0007】[0007]
【課題を解決するための手段】本発明者らは実情に鑑
み、焼却灰の大量利用技術について種々検討した結果、
様々な無機質マトリックスと複合化し、硬化物を形成さ
せることによって、土木・建築資材を始め広範囲に渡っ
てその用途を提供することが可能であろうとの結論に達
した。このことから目的とする複合化処理に対して、悪
影響を及ぼさない焼却灰の在り方を種々検討した結果、
被焼却物を焼成して得た焼却灰を、少なくとも1回再度
焼成したものを使用することによって、上記目的が達せ
られたことを見出し、本発明を完成するに至った。Means for Solving the Problems In view of the actual situation, the present inventors have conducted various studies on the technology for mass use of incinerated ash.
It was concluded that complexing with various inorganic matrices to form a cured product could provide a wide range of applications including civil engineering and construction materials. From this, as a result of various studies on the incineration ash that does not adversely affect the intended complex treatment,
The inventor has found that the object has been achieved by using the incinerated ash obtained by firing the incinerated material, which has been fired again at least once, and completed the present invention.
【0008】すなわち本発明は、被焼却物を焼成して得
た焼却灰を、少なくとも1回再度焼成し、これを原料の
一部として用いた無機質硬化物を提供するものである。
また本発明は、被焼却物が、都市ゴミおよび下水汚泥か
らなる群から選択された1種以上である前記の無機質硬
化物を提供するものである。さらに本発明は、セメント
水和物、石膏および珪酸カルシウムからなる群から選択
された1種以上をマトリックス相とした前記の無機質硬
化物を提供するものである。さらにまた本発明は、無機
質硬化物のマトリックス相が、下記要件を具備した水硬
性組成物を硬化して形成される前記の無機質硬化物を提
供するものである:都市ゴミ焼却灰および下水汚泥焼却
灰からなる群から選択された1種以上の焼成物を含む水
硬性組成物であって、C11A7CaCl2を10〜40重
量%含み、かつC2SおよびC3Sからなる群から選択さ
れた1種以上を含む焼成物と石膏とを含む。[0008] That is, the present invention provides an inorganic hardened material using the incinerated ash obtained by firing an incinerated material at least once again, and using this as a part of the raw material.
Further, the present invention provides the above-described inorganic cured product, wherein the incinerated material is at least one selected from the group consisting of municipal waste and sewage sludge. Further, the present invention provides the above-mentioned cured inorganic material, wherein at least one selected from the group consisting of cement hydrate, gypsum and calcium silicate is used as a matrix phase. Furthermore, the present invention provides the above-mentioned inorganic cured product, in which the matrix phase of the inorganic cured product is formed by curing a hydraulic composition having the following requirements: municipal waste incineration ash and sewage sludge incineration. a hydraulic composition comprising one or more of the burned material selected from the group consisting of ash, include C 11 a 7 CaCl 2 10~40 wt%, and from the group consisting of C 2 S and C 3 S It includes a calcined product containing one or more selected materials and gypsum.
【0009】[0009]
【発明の実施の形態】本発明の無機質硬化物は、被焼却
物を焼成して得た焼却灰を、少なくとも1回再度焼成
し、これを原料の一部にしたものである(なお、混乱を
避けるために、被焼却物を焼成して得た最初のものを単
に“焼却灰”と呼び、2回目の焼成以降に得られた灰を
“焼成灰”と呼ぶことにする)。2回目の焼成は、マト
リックス相への硬化阻害を引き起こす有機物質や、鉄筋
等に対して錆を発生させる塩素分の除去、或いは溶出可
能性のある重金属の揮散、ダイオキシンの分解を目的と
したものである。したがって、2回目の焼成条件はこの
目的にかなったものでなければならない。すなわち、有
機成分の除去のみを考える場合には、500〜600℃
程度の熱処理で十分であるが、この温度域では塩素含有
物質や重金属は揮散しない。したがって、これら忌避成
分の除去が、ダイオキシンなどが発生しない状態で、十
分に為される1000℃以上での焼成処理が望ましい。
2回目の焼成温度は、通常1000〜1400℃であ
る。なお、忌避成分の一層の除去を目的として、必要に
応じて焼成処理は2回以上行うことができる。また、揮
散した重金属は、後工程にて回収される。BEST MODE FOR CARRYING OUT THE INVENTION The inorganic hardened material of the present invention is obtained by firing an incinerated ash obtained by firing an object to be incinerated at least once, and using this as a part of the raw material. In order to avoid the incineration, the first one obtained by firing the incineration material is simply called "incineration ash", and the ash obtained after the second firing is called "calcination ash". The second baking is for the purpose of removing organic substances that cause hardening inhibition of the matrix phase, chlorine that generates rust on reinforcing bars, etc., volatilization of heavy metals that may be eluted, and decomposition of dioxins. It is. Therefore, the second firing conditions must be suitable for this purpose. That is, when only removing organic components is considered, 500 to 600 ° C.
Although heat treatment of a certain degree is sufficient, chlorine-containing substances and heavy metals do not volatilize in this temperature range. Therefore, it is desirable to sufficiently perform a baking treatment at 1000 ° C. or higher in a state where dioxins and the like are not generated in order to remove these repellent components.
The second firing temperature is usually 1000 to 1400 ° C. In addition, the baking treatment can be performed two or more times as needed for the purpose of further removing the repellent components. Further, the volatilized heavy metal is recovered in a subsequent step.
【0010】本発明における焼成灰は、上記のような焼
成条件で焼却灰を焼成したものであり、焼成される焼却
灰はとくに限定するものではなく、都市ゴミ焼却灰、下
水汚泥焼却灰、ペーパースラッジ焼却灰等が挙げられ
る。なお、本発明で使用する焼成灰は、焼却灰の焼成の
み行った焼成灰だけでなく、焼却灰の焼成後に化学処理
等を行った焼成灰も使用することができる。ここで、化
学処理を行った焼成灰とは、キレート剤などの薬剤によ
る安定化処理を行った焼成灰、アルカリ処理を行い焼成
灰に含まれる金属酸化物を水酸化物とした焼成灰、焼成
灰にカルシウム質原料やシリカ質原料を添加し水熱反応
を行い、CaOとSiO2からなる珪酸カルシウム水和
物を生成させた焼成灰等が挙げられる。中でも、都市ゴ
ミ焼却灰、下水汚泥焼却灰およびこれらの組み合わせが
好適である。[0010] The calcined ash in the present invention is obtained by calcining incinerated ash under the above calcining conditions, and the incinerated ash to be calcined is not particularly limited, and municipal waste incinerated ash, sewage sludge incinerated ash, paper Sludge incineration ash and the like. The fired ash used in the present invention may be not only fired ash obtained by firing only incinerated ash, but also fired ash obtained by performing chemical treatment or the like after firing of incinerated ash. Here, the calcined ash that has been subjected to the chemical treatment refers to calcined ash that has been subjected to a stabilizing treatment with a chemical such as a chelating agent, calcined ash that has been subjected to an alkali treatment and has a metal oxide contained in the calcined ash as a hydroxide, A calcined ash or the like, in which a calcium raw material or a siliceous raw material is added to the ash and subjected to a hydrothermal reaction to generate a calcium silicate hydrate composed of CaO and SiO 2, is mentioned. Among them, municipal waste incineration ash, sewage sludge incineration ash, and a combination thereof are preferable.
【0011】本発明の無機質硬化物は、上記焼成灰およ
びマトリックス相を含むものであるが、このマトリック
ス相は、セメント水和物、石膏、珪酸カルシウムのうち
いずれか1種以上から構成されるのが好ましい。これら
のマトリックス相は、有機物や塩素分等によって、硬化
阻害を生じたり、或いは硬化物の物性を低下させること
があるので、これらの成分が除去されている当該焼成灰
と、良好な複合化が実現できるので好ましいものであ
る。The inorganic cured product of the present invention contains the above-mentioned calcined ash and a matrix phase. The matrix phase is preferably composed of at least one of cement hydrate, gypsum and calcium silicate. . Since these matrix phases may cause curing inhibition or reduce the physical properties of the cured product due to organic substances, chlorine content, etc., good complexation with the calcined ash from which these components have been removed is achieved. This is preferable because it can be realized.
【0012】すなわち、マトリックス相としてセメント
水和物を選択した場合には、焼成灰はその硬化を阻害す
る有機成分を含まないので好ましいばかりでなく、塩素
も除去されているので、鉄筋を錆びさせることもなく、
鉄筋やラスで補強されたセメント構造体にも適用できる
ので好ましい。また、硬化時或いは硬化後の養生条件に
もよるが、焼成灰がシリカ源となって、セメント−焼成
灰の間で珪酸カルシウム等の反応生成物を生成するた
め、無機質硬化物の強度その他の物性改善も期待でき
る。マトリックス相としてセメント水和物を選択した場
合、使用するセメントはとくに限定するものではなく、
普通セメント、早強セメント、アルミナセメント、フラ
イアッシュセメント等のセメントを使用することができ
る。That is, when cement hydrate is selected as the matrix phase, the calcined ash is not only preferable because it does not contain an organic component that inhibits its hardening, and also has chlorine removed, so that the reinforcing steel rusts. Without
It is preferable because it can be applied to a cement structure reinforced with a reinforcing bar or a lath. Further, depending on the curing conditions at the time of curing or after curing, the calcined ash serves as a silica source to generate a reaction product such as calcium silicate between the cement and the calcined ash. Physical properties can also be improved. When cement hydrate is selected as the matrix phase, the cement used is not particularly limited,
Cement such as ordinary cement, early-strength cement, alumina cement, and fly ash cement can be used.
【0013】また、マトリックス相として石膏を選択し
た場合には、上記セメントの場合と同様、有機成分によ
る硬化阻害を回避でき、強度特性等に優れた硬化物を得
ることができる。Further, when gypsum is selected as the matrix phase, similarly to the case of the cement, it is possible to avoid the inhibition of the hardening due to the organic components, and to obtain a hardened product having excellent strength properties and the like.
【0014】さらに、マトリックス相として珪酸カルシ
ウムを選択した場合には、有機成分による珪酸カルシウ
ムの生成阻害が生じない点において好ましいばかりでな
く、焼成灰は、反応成分であるカルシウム、シリカを供
給することもできるので好ましい。Further, when calcium silicate is selected as the matrix phase, not only is it preferable that the formation of calcium silicate by the organic component is not inhibited, but also the calcined ash should supply calcium and silica as reaction components. It is preferable because it can also be performed.
【0015】これとは別に、焼成灰を原料とした水硬性
組成物をマトリックス相として利用できる。具体的に
は、都市ゴミ焼却灰および下水汚泥焼却灰からなる群か
ら選択された1種以上の焼成物を含む水硬性組成物であ
って、C11A7CaCl2を10〜40重量%含み、かつ
C2SおよびC3Sからなる群から選択された1種以上を
含む焼成物と石膏とを含むものである。この水硬性組成
物は、この目的のために調製してもよいし、例えば先に
提案した特開平7−165446号公報の環境調和型水
硬性組成物、あるいは特開平7−165447号公報の
速硬型混合セメント、あるいは特願平8−64486号
の生活・産業廃棄物を利用したセメント(エコセメン
ト)等も使用できる。とくにエコセメントは、具体的に
は、都市ゴミ灰、下水汚泥焼却灰等の焼成物であり、こ
れらの利用は、セメントそのもののコストを低減し、ま
た資源の有効利用の観点から好ましい。Apart from this, a hydraulic composition made from calcined ash can be used as the matrix phase. Specifically, it is a hydraulic composition containing at least one burned material selected from the group consisting of municipal garbage incineration ash and sewage sludge incineration ash, which contains 10 to 40% by weight of C 11 A 7 CaCl 2. And a calcined product containing at least one selected from the group consisting of C 2 S and C 3 S, and gypsum. This hydraulic composition may be prepared for this purpose, or may be prepared, for example, from the environmentally-friendly hydraulic composition disclosed in JP-A-7-165446, or to the hydraulic composition described in JP-A-7-165449. Hard mixed cement or cement (eco-cement) using living / industrial waste disclosed in Japanese Patent Application No. 8-64486 can also be used. In particular, eco-cement is, specifically, a burned material such as municipal ash, sewage sludge incineration ash, and the like, which is preferable from the viewpoint of reducing the cost of the cement itself and effective use of resources.
【0016】水硬性組成物に用いられる石膏の形態は、
とくに限定するものではなく、二水石膏、α型・β型半
水石膏、III型無水石膏、II型無水石膏などが各々単独
で、あるいは併用することができる。また、石膏の配合
量もとくに限定するものではないが、水硬性組成物中の
Al2O3に対し、モル比で0.4〜3.0、好ましくは
0.5〜2.0がよい。なお、セメント原料によって
は、水硬性組成物中に石膏が共存する場合も考えられる
が、この場合は先のSO3/Al2O3モル比になるよう
に選択する。The form of gypsum used in the hydraulic composition is as follows:
There is no particular limitation, and gypsum dihydrate, α-type / β-type hemihydrate gypsum, type-III anhydrous gypsum, type-II anhydrous gypsum and the like can be used alone or in combination. The amount of gypsum is not particularly limited, but the molar ratio is preferably 0.4 to 3.0, preferably 0.5 to 2.0 with respect to Al 2 O 3 in the hydraulic composition. . Depending on the cement raw material, gypsum may coexist in the hydraulic composition, but in this case, the molar ratio of SO 3 / Al 2 O 3 is selected.
【0017】上記の水硬性組成物は、マトリックス相の
一部または全てとするが、一部とする場合は普通ポルト
ランドセメントや早強セメント、高塩基性カルシウムク
ロロシリケート(例えばアリナイト、ベリナイト)、カ
ルシウムフルオロアルミネート(C11A7CaF2)、ア
ーウィン(C3A3CaSO4)あるいはその他のセメン
トと混合して用いることができる。The above-mentioned hydraulic composition is used as a part or all of the matrix phase, but when it is used as a part, it is usually made of portland cement, high-strength cement, highly basic calcium chlorosilicate (eg, alinite, berynite), calcium Fluoroaluminate (C 11 A 7 CaF 2 ), Irwin (C 3 A 3 CaSO 4 ) or a mixture with other cements can be used.
【0018】この水硬性組成物は廃棄物を原料としてい
るので、本発明の目的である廃棄物の大量有効利用に合
致するばかりでなく、このもの自体に超速硬性があり、
高い生産性が確保できるので安価に製造できるといった
メリットもある。Since this hydraulic composition uses waste as a raw material, it does not only meet the object of the present invention in that it effectively utilizes a large amount of waste, but also has a very fast curing itself.
There is also an advantage that it can be manufactured at low cost because high productivity can be secured.
【0019】本発明の無機質硬化物には、その他、骨
材、補強材、軽量化材、各種混和剤、添加剤を、目的と
する製品の性能や、製造プロセスに応じて適宜添加・配
合することができる。In the inorganic cured product of the present invention, an aggregate, a reinforcing material, a lightening material, various admixtures, and additives are appropriately added and blended according to the performance of the target product and the production process. be able to.
【0020】本発明の無機質硬化物は、その製造過程中
で、必要に応じて何らかの養生を行う。養生には、通
常、常温・常圧養生、蒸気養生、高温・高圧養生等があ
り、これらはマトリックス相の種類や、目的とする製品
の性能に応じて適宜選択する。通常、常温・常圧養生や
蒸気養生はコンクリート製品等の製造に利用され、高温
・高圧養生は珪酸カルシウムをマトリックスとする軽量
気泡コンクリート(ALC)、保温材等の製造に利用さ
れる。The cured inorganic material of the present invention undergoes some curing as needed during the production process. Curing usually includes normal temperature / normal pressure curing, steam curing, high temperature / high pressure curing, etc., and these are appropriately selected according to the type of matrix phase and the performance of the target product. Normally, normal temperature / normal pressure curing and steam curing are used for manufacturing concrete products and the like, and high temperature / high pressure curing is used for manufacturing lightweight cellular concrete (ALC) using calcium silicate as a matrix, heat insulating material and the like.
【0021】[0021]
【実施例】以下、本発明を実施例および比較例により具
体的に説明するが、本発明はこれらの例によってなんら
限定されるものではない。 1.焼却灰および焼成灰 本発明で使用した焼却灰は都市ゴミ焼却灰であり、その
化学成分を表1に示す。焼成灰は、この都市ゴミ焼却灰
を1200℃で6時間、さらに1回焼成したものであ
る。その化学成分も併せて表1に示す。EXAMPLES Hereinafter, the present invention will be described specifically with reference to Examples and Comparative Examples, but the present invention is not limited to these Examples. 1. Incinerated ash and calcined ash The incinerated ash used in the present invention is municipal waste incinerated ash, and its chemical components are shown in Table 1. The calcined ash is obtained by calcining the municipal waste incinerated ash once more at 1200 ° C. for 6 hours. The chemical components are also shown in Table 1.
【0022】[0022]
【表1】 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 強熱減量 SiO2 Al2O3 Fe2O3 CaO MgO Na2O K2O Cl ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 焼却灰 8.7 27.8 16.9 5.1 25.6 2.5 4.1 3.9 9.3 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 焼成灰 0.1 32.1 23.4 6.0 31.2 3.2 1.1 0.7 0.3 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 単位:重量%[Table 1] Ignition loss SiO 2 Al 2 O 3 Fe 2 O 3 CaO MgO Na 2 OK 2 O Cl ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ Incinerated ash 8.7 27.8 16.9 5.1 25.6 2.5 4.1 3.9 9.3 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ Burnt ash 0.1 32.1 23.4 6.0 31.2 3.2 1.1 0.7 0.3 ━単 位 Unit: weight%
【0023】焼成灰は、1200℃で6時間焼成処理さ
れているため、強熱減量が0.1重量%および塩素が
0.3重量%である。このことは、有機成分および塩素
が顕著に除去されたことを意味する。Since the calcined ash has been calcined at 1200 ° C. for 6 hours, the ignition loss is 0.1% by weight and chlorine is 0.3% by weight. This means that organic components and chlorine have been significantly removed.
【0024】2.使用材料 無機質硬化物の作成に使用した材料を下記に示す。 ・セメント:普通ポルトランドセメント(秩父小野田
(株)製) ・水硬性組成物:エコセメント(秩父小野田(株)製) ・珪砂:豊浦珪砂(豊浦珪石鉱業(株)製) ・半水石膏:ジプストーン(サンエス石膏(株)製) ・珪石:トヤネ珪石(瀬戸窯業(株)製) ・消石灰:(古手川産業(株)製) ・二水石膏:天然二水石膏(タイ国南部産) ・珪藻土:ラジオライトSPF(白山工業(株)製) ・減水剤:ナフタレンスルホン産系減水剤 ・スラグ:(住金鹿島鉱化(株)製) ・ガラス繊維:耐アルカリガラス繊維13mmチョップ
ドストランド(日本電気硝子(株)製)2. Materials used The materials used for preparing the inorganic cured product are shown below. -Cement: ordinary Portland cement (made by Chichibu Onoda Co., Ltd.)-Hydraulic composition: Eco-cement (made by Chichibu Onoda Co., Ltd.)-Silica sand: Toyoura silica sand (made by Toyoura Silica Mining Co., Ltd.)-Hemihydrate gypsum: gypstone (Made by San-Esu Gypsum Co., Ltd.) ・ Silica: Toane Silica Stone (manufactured by Seto Ceramics Co., Ltd.) ・ Slaked Lime: (manufactured by Kotegawa Sangyo Co., Ltd.) ・ Gypsum dihydrate: Gypsum natural dihydrate (from southern Thailand) ・ Diatomite: Radiolite SPF (manufactured by Hakusan Industry Co., Ltd.)-Water reducing agent: Naphthalene sulfone-based water reducing agent-Slag: (manufactured by Sumikin Kashima Mineralization Co., Ltd.)-Glass fiber: alkali-resistant glass fiber 13 mm chopped strand (Nippon Electric Glass ( Co., Ltd.)
【0025】3.評価方法 無機質硬化物の評価は、次の方法で行った。 (1)曲げ強度 インストロン万能試験機を用いて曲げ強度の測定を行っ
た。幅4cm、長さ16cm、厚さ4cm(実施例1、
3、4)の大きさの無機質硬化物はスパン14cm;幅
4cm、長さ20cm、厚さ1cm(実施例2、6)の
大きさの無機質硬化物はスパン18cm;幅4cm、長
さ20cm、厚さ2cm(実施例5)の大きさの無機質
硬化物はスパン18cmで測定を行った。 (2)圧縮強度 曲げ強度測定後の半片をインストロン万能試験機を用い
てJIS R5201に準じて圧縮強度の測定を行っ
た。 (3)組成の同定 X線回折装置RINT1000((株)リガク製)を用
い、無機質硬化物のマトリックスの組成の同定を行っ
た。3. Evaluation method The evaluation of the inorganic cured product was performed by the following method. (1) Bending strength The bending strength was measured using an Instron universal testing machine. Width 4 cm, length 16 cm, thickness 4 cm (Example 1,
Inorganic cured products of size 3 and 4) span 14 cm; width of 4 cm, length 20 cm, thickness of 1 cm (Examples 2 and 6). Inorganic cured products of size 18 cm; span 4 cm, length 20 cm. The cured inorganic material having a thickness of 2 cm (Example 5) was measured at a span of 18 cm. (2) Compressive strength The half-piece after measuring the flexural strength was measured for compressive strength using an Instron universal testing machine according to JIS R5201. (3) Identification of composition The composition of the matrix of the inorganic cured product was identified using an X-ray diffractometer RINT1000 (manufactured by Rigaku Corporation).
【0026】(実施例1および比較例1)セメント10
0重量部、焼却灰あるいは焼成灰30重量部、珪砂20
0重量部、水70重量部を混合し、型枠に流し込み、2
0℃、相対湿度95%で24時間養生し硬化後、脱型し
てセメント水和物をマトリックス相とする無機質硬化物
を作製した。実施例1は焼成灰、比較例1は焼却灰を使
用し、無機質硬化物を作製した。得られた無機質硬化物
を20℃の水中で1週間養生し、曲げ強度、圧縮強度の
測定を行った。測定結果を表2に示す。焼却灰に含まれ
るSiO2およびAl2O3は、セメントとの水和反応に
よりセメント水和物を生成し、硬化する。つまりSiO
2は、石灰、水との反応により珪酸カルシウム水和物、
Al2O3は、石灰石膏との反応によりエトリンガイトを
生成し、マトリックス相のセメント水和物となり硬化す
る。(Example 1 and Comparative Example 1) Cement 10
0 parts by weight, incinerated ash or calcined ash 30 parts by weight, silica sand 20
0 parts by weight and 70 parts by weight of water are mixed and poured into a mold.
After curing and curing at 0 ° C. and a relative humidity of 95% for 24 hours, the resulting product was demolded to prepare an inorganic cured product having a cement hydrate as a matrix phase. In Example 1, calcined ash was used, and in Comparative Example 1, incinerated ash was used to produce an inorganic cured product. The resulting cured inorganic material was cured in water at 20 ° C. for one week, and the flexural strength and compressive strength were measured. Table 2 shows the measurement results. SiO 2 and Al 2 O 3 contained in the incineration ash form a cement hydrate by a hydration reaction with the cement and harden. That is, SiO
2 , lime, calcium silicate hydrate by reaction with water,
Al 2 O 3 generates ettringite by reaction with lime gypsum and becomes a matrix phase cement hydrate and hardens.
【0027】[0027]
【表2】 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 実施例1 比較例1 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 比重(g/cm3) 1.7 1.7 曲げ強度(kgf/cm2) 39 12 圧縮強度(kgf/cm2) 211 67 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━[Table 2] Example 1 Comparative Example 1 ━━━━━━━━━━━━━━━━━━━━ Specific gravity (g / cm 3 ) 1.7 1.7 Flexural strength (kgf / cm 2 ) 39 12 Compressive strength (kgf / cm 2) ) 211 67 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━
【0028】実施例1は、比較例1に比べ、曲げ強度お
よび圧縮強度とも大きい無機質硬化物が得られた。この
ことから、焼成灰を使用することにより、強度の大きい
無機質硬化物を提供することができる。In Example 1, an inorganic cured product having higher flexural strength and compressive strength than Comparative Example 1 was obtained. For this reason, by using calcined ash, it is possible to provide an inorganic cured product having high strength.
【0029】(実施例2および比較例2)半水石膏10
0重量部、焼却灰または焼成灰20重量部、水50重量
部を混合し、型枠に流し込み、硬化後、脱型し、45℃
で24時間乾燥して石膏をマトリックス相とする無機質
硬化物を作製した。実施例2は焼成灰、比較例2は焼却
灰を使用し、無機質硬化物を作製した。得られた無機質
硬化物の曲げ強度の測定を行った。測定結果を表3に示
す。(Example 2 and Comparative Example 2) Hemihydrate gypsum 10
0 parts by weight, 20 parts by weight of incinerated ash or calcined ash, and 50 parts by weight of water are mixed, poured into a mold, cured, demolded, and heated to 45 ° C.
For 24 hours to prepare an inorganic cured product using gypsum as a matrix phase. In Example 2, calcined ash was used, and in Comparative Example 2, incinerated ash was used to produce an inorganic cured product. The bending strength of the obtained inorganic cured product was measured. Table 3 shows the measurement results.
【0030】[0030]
【表3】 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 実施例2 比較例2 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 比重(g/cm3) 1.1 1.1 曲げ強度(kgf/cm2) 69 23 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━[Table 3] Example 2 Comparative Example 2 {Specific gravity (g / cm 3 ) 1.1 1.1 Flexural strength (kgf / cm 2 ) 69 23} ━━━━━━━━━━━━━━━━━━━━━━━
【0031】実施例2は、比較例2に比べ、曲げ強度の
大きい無機質硬化物が得られた。このことから、焼成灰
を使用することにより、強度の大きい無機質硬化物を提
供することができる。In Example 2, an inorganic cured product having higher flexural strength than Comparative Example 2 was obtained. For this reason, by using calcined ash, it is possible to provide an inorganic cured product having high strength.
【0032】(実施例3および比較例3)セメント10
0重量部、珪石450重量部、消石灰70重量部、二水
石膏25重量部、焼却灰または焼成灰15重量部、水3
0重量部を混合し、型枠に流し込み、硬化後、脱型し
た。脱型した硬化体を温度180℃、圧力10kg/c
m2の雰囲気下で12時間養生し、珪酸カルシウムであ
るトバモライトをマトリックス相とする無機質硬化物を
作製した。実施例3は焼成灰、比較例3は焼却灰を使用
し、無機質硬化物を作製した。得られた無機質硬化物を
45℃で24時間乾燥後、曲げ強度の測定を行った。測
定結果を表4に示す。(Example 3 and Comparative Example 3) Cement 10
0 parts by weight, 450 parts by weight of silica, 70 parts by weight of slaked lime, 25 parts by weight of gypsum dihydrate, 15 parts by weight of incinerated ash or calcined ash, water 3
0 parts by weight were mixed, poured into a mold, cured, and then released. Temperature of 180 ° C, pressure of 10kg / c
Cured under an atmosphere of m 2 for 12 hours to prepare an inorganic cured product using tobermorite, which is calcium silicate, as a matrix phase. In Example 3, calcined ash was used, and in Comparative Example 3, incinerated ash was used to produce an inorganic cured product. The obtained cured inorganic material was dried at 45 ° C. for 24 hours, and the bending strength was measured. Table 4 shows the measurement results.
【0033】[0033]
【表4】 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 実施例3 比較例3 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 比重(g/cm3) 1.5 1.5 曲げ強度(kgf/cm2) 128 78 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━[Table 4] Example 3 Comparative Example 3 {Specific gravity (g / cm 3 ) 1.5 1.5 Flexural strength (kgf / cm 2 ) 128 78} ━━━━━━━━━━━━━━━━━━━━━━━
【0034】実施例3は、比較例3に比べ、曲げ強度の
大きい無機質硬化物が得られた。このことから、焼成灰
を使用することにより、強度の大きい無機質硬化物を提
供することができる。In Example 3, an inorganic cured product having higher flexural strength than that of Comparative Example 3 was obtained. For this reason, by using calcined ash, it is possible to provide an inorganic cured product having high strength.
【0035】(実施例4および比較例4)水硬性組成物
100重量部、焼却灰または焼成灰100重量部、パル
プ繊維1重量部、水35重量部、減水剤2重量部を混合
し、型枠に流し込み、90℃で30分間養生し硬化後、
脱型してセメント水和物をマトリックス相とする無機質
硬化物を作製した。実施例4は焼成灰、比較例4は焼却
灰を使用し、無機質硬化物を作製した。 本実施例およ
び比較例で使用した水硬性組成物とは、都市ゴミ焼却
灰、下水汚泥焼却灰、アルミ灰、鉄原料、粘土、塩化カ
ルシウムを原料とし、C11A7CaCl2が19重量%、
C3Sが50重量%、C2Sが9重量%、C4AFが8重
量%である焼成物と石膏を含む組成物である(石膏はS
O3/Al2O3モル比で2.0含まれる)。Example 4 and Comparative Example 4 100 parts by weight of the hydraulic composition, 100 parts by weight of incinerated ash or calcined ash, 1 part by weight of pulp fiber, 35 parts by weight of water, and 2 parts by weight of a water reducing agent were mixed together. Pour into a frame, cure at 90 ° C for 30 minutes, and cure,
Demolding was performed to prepare an inorganic cured product using cement hydrate as a matrix phase. Example 4 used calcined ash and Comparative Example 4 used incinerated ash to produce an inorganic cured product. The hydraulic compositions used in the present Examples and Comparative Examples were municipal waste incineration ash, sewage sludge incineration ash, aluminum ash, iron raw materials, clay, and calcium chloride as raw materials, and C 11 A 7 CaCl 2 was 19% by weight. ,
A composition containing calcined material and gypsum in which C 3 S is 50% by weight, C 2 S is 9% by weight, and C 4 AF is 8% by weight (gypsum is S
O 3 / Al 2 O 3 molar ratio is 2.0).
【0036】得られた無機質硬化物を20℃、相対湿度
95%の雰囲気下で1週間養生後、45℃で24時間乾
燥を行い、曲げ強度の測定を行った。測定結果を表5に
示す。The resulting cured inorganic material was cured for one week in an atmosphere of 20 ° C. and a relative humidity of 95%, dried at 45 ° C. for 24 hours, and measured for flexural strength. Table 5 shows the measurement results.
【0037】[0037]
【表5】 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 実施例4 比較例4 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 比重(g/cm3) 1.4 1.4 曲げ強度(kgf/cm2) 48 12 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━[Table 5] Example 4 Comparative Example 4 {Specific gravity (g / cm 3 ) 1.4 1.4 Flexural strength (kgf / cm 2 ) 48 12} ━━━━━━━━━━━━━━━━━━━━━━━
【0038】実施例4は、比較例4に比べ、曲げ強度の
大きい無機質硬化物が得られた。このことから、本発明
による熱処理した焼却灰を使用することにより、強度の
大きい無機質硬化物を提供することができる。In Example 4, an inorganic cured product having higher flexural strength than Comparative Example 4 was obtained. From this, it is possible to provide a hardened inorganic material having high strength by using the heat-treated incinerated ash according to the present invention.
【0039】(実施例5および比較例5)珪藻土100
重量部、珪石100重量部、焼却灰または焼成灰100
重量部、消石灰250重量部を1500重量部の水中に
投入し、高速ミキサーで混合後、90℃に加温しながら
静かに3時間撹拌した。得られたスラリーにガラス繊維
5重量部を投入し、オムニミキサーで2分間撹拌後、ス
ラリーを脱水プレス機の型枠に投入し、投入量の1/2
になるまで脱水プレスして23×23×2(cm)の成
形体を得た。この成形体を温度180℃、圧力10kg
/cm2の条件下で3時間反応後、105℃で24時間
乾燥させ、トバモライトとCSHゲルをマトリックス相
とする無機質硬化物を作製した。実施例5は焼成灰、比
較例5は焼却灰を使用し、無機質硬化物を作製した。得
られた無機質硬化物を切断し、長さ20cm、幅4c
m、厚さ2cmの無機質硬化物の曲げ強度の測定を行っ
た。測定結果を表6に示す。(Example 5 and Comparative Example 5) Diatomaceous earth 100
Parts by weight, 100 parts by weight silica, incinerated ash or calcined ash 100
Parts by weight and 250 parts by weight of slaked lime were put into 1500 parts by weight of water, mixed with a high-speed mixer, and gently stirred for 3 hours while heating to 90 ° C. 5 parts by weight of glass fiber was added to the obtained slurry, and the mixture was stirred for 2 minutes with an omni-mixer.
To obtain a molded body of 23 × 23 × 2 (cm). This molded body is heated at a temperature of 180 ° C. and a pressure of 10 kg.
After reacting for 3 hours under the conditions of / cm 2 and drying at 105 ° C. for 24 hours, an inorganic cured product having tobermorite and CSH gel as a matrix phase was prepared. In Example 5, calcined ash was used, and in Comparative Example 5, incinerated ash was used to produce an inorganic cured product. The obtained cured inorganic material is cut into a piece having a length of 20 cm and a width of 4 c.
The bending strength of an inorganic cured product having a thickness of 2 cm and a thickness of 2 cm was measured. Table 6 shows the measurement results.
【0040】[0040]
【表6】 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 実施例5 比較例5 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 比重(g/cm3) 0.5 0.5 曲げ強度(kgf/cm2) 87 29 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━Table 6 Example 5 Comparative Example 5 {Specific gravity (g / cm 3 ) 0.5 0.5 Flexural strength (kgf / cm 2 ) 87 29} ━━━━━━━━━━━━━━━━━━━━━━━
【0041】実施例5は、比較例5に比べ、曲げ強度の
大きい無機質硬化物が得られた。このことから、焼成灰
を使用することにより、強度の大きい無機質硬化物を提
供することができる。In Example 5, an inorganic cured product having higher flexural strength than that of Comparative Example 5 was obtained. For this reason, by using calcined ash, it is possible to provide an inorganic cured product having high strength.
【0042】(実施例6および比較例6)半水石膏10
0重量部、スラグ25重量部、焼却灰または焼成灰20
重量部、水60重量部を混合し、型枠に流し込み、硬化
後脱型し、45℃で24時間乾燥して石膏をマトリック
ス相とする無機質硬化物を作製した。実施例6は焼成
灰、比較例6は焼却灰を使用し、無機質硬化物を作製し
た。得られた無機質硬化物を切断し、長さ20cm、幅
4cm、厚さ2cmの無機質硬化物の曲げ強度の測定を
行った。測定結果を表7に示す。Example 6 and Comparative Example 6 Hemihydrate Gypsum 10
0 parts by weight, 25 parts by weight of slag, incinerated ash or calcined ash 20
Parts by weight and 60 parts by weight of water were mixed, poured into a mold, cured, released from the mold, and dried at 45 ° C. for 24 hours to prepare an inorganic cured product using gypsum as a matrix phase. In Example 6, calcined ash was used, and in Comparative Example 6, incinerated ash was used to produce an inorganic cured product. The obtained cured inorganic material was cut, and the bending strength of the cured inorganic material having a length of 20 cm, a width of 4 cm and a thickness of 2 cm was measured. Table 7 shows the measurement results.
【0043】[0043]
【表7】 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 実施例6 比較例6 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ 比重(g/cm3) 0.9 0.9 曲げ強度(kgf/cm2) 60 17 ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━[Table 7] Example 6 Comparative Example 6 {Specific gravity (g / cm 3 ) 0.9 0.9 Flexural strength (kgf / cm 2 ) 60 17} ━━━━━━━━━━━━━━━━━━━━━━━
【0044】実施例5は、比較例5に比べ、曲げ強度の
大きい無機質硬化物が得られた。このことから、焼成灰
を使用することにより、強度の大きい無機質硬化物を提
供することができる。In Example 5, an inorganic cured product having higher flexural strength than Comparative Example 5 was obtained. For this reason, by using calcined ash, it is possible to provide an inorganic cured product having high strength.
【0045】[0045]
【発明の効果】本発明によれば、焼却灰を大量に利用す
ることができ、各種強度に優れ、重金属やダイオキシン
含量が低いために安全性に優れ、塩素含量も制限される
ことから、各種用途に安全かつ安価に用いられ得る無機
質硬化物が提供される。According to the present invention, a large amount of incinerated ash can be used, excellent in various strengths, excellent in safety due to low content of heavy metals and dioxins, and limited in chlorine content. An inorganic cured product that can be used safely and inexpensively for an application is provided.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C04B 28/14 B09B 3/00 ZAB 28/18 303L //(C04B 28/00 7:28 18:10) ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 6 Identification code FI C04B 28/14 B09B 3/00 ZAB 28/18 303L // (C04B 28/00 7:28 18:10)
Claims (4)
くとも1回再度焼成し、これを原料の一部として用いた
無機質硬化物。1. An inorganic cured product obtained by firing incinerated ash obtained by firing an object to be incinerated at least once and using it as a part of a raw material.
らなる群から選択された1種以上である請求項1に記載
の無機質硬化物。2. The inorganic cured product according to claim 1, wherein the incinerated material is at least one selected from the group consisting of municipal waste and sewage sludge.
ウムからなる群から選択された1種以上をマトリックス
相とした請求項1または2に記載の無機質硬化物。3. The inorganic cured product according to claim 1, wherein at least one selected from the group consisting of cement hydrate, gypsum and calcium silicate is used as a matrix phase.
要件を具備した水硬性組成物を硬化して形成される請求
項3に記載の無機質硬化物:都市ゴミ焼却灰および下水
汚泥焼却灰からなる群から選択された1種以上の焼成物
を含む水硬性組成物であって、C11A7CaCl2を10
〜40重量%含み、かつC2SおよびC3Sからなる群か
ら選択された1種以上を含む焼成物と石膏とを含む。4. The inorganic cured product according to claim 3, wherein the matrix phase of the inorganic cured product is formed by curing a hydraulic composition having the following requirements: municipal waste incineration ash and sewage sludge incineration ash. A hydraulic composition comprising at least one calcined product selected from the group, wherein C 11 A 7 CaCl 2 is 10%.
Comprising 40 wt%, and comprises a baked product and gypsum containing one or more selected from the group consisting of C 2 S and C 3 S.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10070502A JPH11268942A (en) | 1998-03-19 | 1998-03-19 | Inorganic hardened material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10070502A JPH11268942A (en) | 1998-03-19 | 1998-03-19 | Inorganic hardened material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH11268942A true JPH11268942A (en) | 1999-10-05 |
Family
ID=13433378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10070502A Pending JPH11268942A (en) | 1998-03-19 | 1998-03-19 | Inorganic hardened material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH11268942A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009233646A (en) * | 2008-03-06 | 2009-10-15 | Kobe Steel Ltd | Method for treating toxic component by solidifying waste |
| JP2015187068A (en) * | 2014-03-12 | 2015-10-29 | 太平洋セメント株式会社 | Cement admixture, and cement composition |
| JP2023130121A (en) * | 2022-03-07 | 2023-09-20 | 太平洋セメント株式会社 | Production method of calcined product containing wollastonite and use of calcined product containing wollastonite |
-
1998
- 1998-03-19 JP JP10070502A patent/JPH11268942A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009233646A (en) * | 2008-03-06 | 2009-10-15 | Kobe Steel Ltd | Method for treating toxic component by solidifying waste |
| JP2015187068A (en) * | 2014-03-12 | 2015-10-29 | 太平洋セメント株式会社 | Cement admixture, and cement composition |
| JP2023130121A (en) * | 2022-03-07 | 2023-09-20 | 太平洋セメント株式会社 | Production method of calcined product containing wollastonite and use of calcined product containing wollastonite |
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