JP2002187747A - Cement clinker and cement composition - Google Patents

Cement clinker and cement composition

Info

Publication number
JP2002187747A
JP2002187747A JP2000381597A JP2000381597A JP2002187747A JP 2002187747 A JP2002187747 A JP 2002187747A JP 2000381597 A JP2000381597 A JP 2000381597A JP 2000381597 A JP2000381597 A JP 2000381597A JP 2002187747 A JP2002187747 A JP 2002187747A
Authority
JP
Japan
Prior art keywords
cement
cement clinker
clinker
raw material
mass
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.)
Granted
Application number
JP2000381597A
Other languages
Japanese (ja)
Other versions
JP4164229B2 (en
Inventor
Hideyuki Sugaya
秀幸 菅谷
Kenichi Honma
健一 本間
Makihiko Ichikawa
牧彦 市川
Kiyoshi Koibuchi
清 鯉淵
Hiroyuki Yamaguchi
博之 山口
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.)
DAIICHI CEMENT CO Ltd
Taiheiyo Cement Corp
Original Assignee
DAIICHI CEMENT CO Ltd
Taiheiyo Cement Corp
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 DAIICHI CEMENT CO Ltd, Taiheiyo Cement Corp filed Critical DAIICHI CEMENT CO Ltd
Priority to JP2000381597A priority Critical patent/JP4164229B2/en
Publication of JP2002187747A publication Critical patent/JP2002187747A/en
Application granted granted Critical
Publication of JP4164229B2 publication Critical patent/JP4164229B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • C04B7/00Hydraulic cements
    • C04B7/24Cements from oil shales, residues or waste other than slag
    • C04B7/28Cements from oil shales, residues or waste other than slag from combustion residues, e.g. ashes or slags from waste incineration
    • 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
    • C04B18/04Waste materials; Refuse
    • C04B18/0481Other specific industrial waste materials not provided for elsewhere in C04B18/00
    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding
    • 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

Abstract

PROBLEM TO BE SOLVED: To provide cement clinker which enables improvement in reduction rate of cement compressive strength and increase in blending ratio of waste in a clinker raw material blend, and also to provide a cement composition. SOLUTION: This cement clinker is obtained by firing a raw material blend containing phosphorous-containing waste (such as sewage sludge and municipal solid waste incineration ash) and has a 0.3-5.0 mass% P2O5 content, a hydraulic modulus(HM) of 2.16-2.40 and a silica modulus(SM) of 1.3-2.4 (excluding 2.4). This cement composition is produced by grinding the cement clinker and gypsum and has a 1.5-3.0 mass% total SO3 content.

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、セメントクリンカ
およびセメント組成物に関し、特に、P25の含有量が
多く、水硬率・ケイ酸率が特定されたセメントクリン
カ、および該クリンカを用い、圧縮強度の低下する割合
が改良されたセメント組成物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cement clinker and a cement composition, and more particularly to a cement clinker having a high P 2 O 5 content and a specific hydraulic and silica ratio, and a method using the clinker. The present invention relates to a cement composition in which the rate of decrease in compressive strength is improved.

【0002】[0002]

【従来の技術】近年、都市ゴミの焼却灰、下水汚泥およ
びその焼却灰、並びに製鋼スラグなどの産業副産物(こ
れらを総称して“廃棄物”という)は、増加する一方で
あり、それらの有効活用が社会的急務となっている。そ
の一方策として、セメント製造業界では、廃棄物を原料
の一部として利用する、いわゆる再資源化について研究
が進められている。
2. Description of the Related Art In recent years, industrial by-products such as incinerated ash of municipal waste, sewage sludge and its incinerated ash, and steelmaking slag (collectively referred to as "waste") have been increasing and their effective use has been increasing. Utilization has become a social urgent matter. As a countermeasure, the cement manufacturing industry is studying so-called recycling, which uses waste as part of raw materials.

【0003】しかしながら、ほとんどの廃棄物には、リ
ン化合物が多量に含まれているために(P25換算で
0.3〜30質量%)、ポルトランドセメントクリンカ
用原料として用いた場合、リン化合物の一部が該クリン
カ中に残存し、セメントの特性に悪影響を及ぼすことが
知られている。
However, most wastes contain a large amount of a phosphorus compound (0.3 to 30% by mass in terms of P 2 O 5 ). Therefore, when used as a raw material for Portland cement clinker, phosphorus It is known that some of the compounds remain in the clinker and adversely affect the properties of the cement.

【0004】特に、その影響は、セメントの強度発現性
に顕著であり、上記残存量が多ければ多いほど強度低下
が著しい。通常、普通ポルトランドセメントクリンカに
は、P25が0.1〜0.2質量%(最大でも0.3質
量%)含まれている。
[0004] In particular, the effect is remarkable on the strength development of the cement, and the greater the residual amount, the more the strength decreases. Typically, the ordinary Portland cement clinker, P 2 O 5 is contained 0.1 to 0.2 wt% (0.3 wt% at most).

【0005】しかし、廃棄物を原料として使用すること
により、普通ポルトランドセメントクリンカのP25
有量が0.5質量%に増加すると、該クリンカから製造
されたセメントの圧縮強度(材齢7日)は89%程度
に、1.0質量%に増加すると74%程度に低下する。
However, when the P 2 O 5 content of ordinary Portland cement clinker is increased to 0.5% by mass by using waste as a raw material, the compressive strength of cement produced from the clinker (age 7 Day) to about 89%, and to about 1.0% by mass, to about 74%.

【0006】その圧縮強度の低下を改良する方法とし
て、本願発明者らは、廃棄物を配合して製造した普通ポ
ルトランドセメントの[P25−MgO]の2成分に着
目し、圧縮強度との関連を研究した結果、 ・調合原料中のP25量が0.3〜2.0重量%(焼成
ベ−ス)のとき、Mg添加物をMgO換算で1.0〜
5.0重量%の範囲内に配合するのが好ましいことを突
き止め、特許出願した(特願平11−81383号参
照)。
As a method of improving the decrease in the compressive strength, the inventors of the present invention focused on two components of [P 2 O 5 -MgO] of ordinary Portland cement produced by mixing wastes, and determined compressive strength and compressive strength. When the amount of P 2 O 5 in the prepared raw material is 0.3 to 2.0% by weight (calcination base), the Mg additive is reduced to 1.0 to
It has been found that it is preferable to mix the compound in the range of 5.0% by weight, and a patent application was filed (see Japanese Patent Application No. 11-81383).

【0007】[0007]

【発明が解決しようとする課題】P25とMgOの量的
関係は、廃棄物を多量に配合して前者の含有量を多くす
れば、それに応じて後者も多く配合する。
As for the quantitative relationship between P 2 O 5 and MgO, if the content of the former is increased by blending a large amount of waste, the latter is also blended accordingly.

【0008】しかし、ポルトランドセメントのJIS規
格では、MgOの許容量を5.0重量%以下と定めてい
る。そのMgOの量的限界から、P25含有量も2.0
重量%以下とされ、調合原料における廃棄物の配合量
(処理量)も少なく、再資源化への寄与も低い、という
問題点が指摘されていた。
However, the JIS standard for Portland cement specifies that the allowable amount of MgO is 5.0% by weight or less. Due to the quantitative limit of MgO, the content of P 2 O 5 was 2.0
It has been pointed out that the amount is less than 10% by weight, the amount of waste in the blended raw material (the amount of treatment) is small, and the contribution to recycling is low.

【0009】本発明は、上記従来法の問題点に鑑みなさ
れた発明であって、その目的は、 ・セメントの圧縮強度の低下する割合を改良し、かつ、 ・調合原料への廃棄物の配合量の増加を可能にした“セ
メントクリンカおよびそのセメント組成物”を提供する
ことにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of the conventional method, and has the following objects: (1) to improve the rate at which the compressive strength of cement is reduced; It is an object of the present invention to provide a "cement clinker and a cement composition thereof" which can increase the amount.

【0010】[0010]

【課題を解決するための手段】セメントクリンカは、下
記1成分2比率を特定することにより、目的を達成する
ことができる。すなわち、本発明のセメントクリンカ
は、P25量、水硬率(HM)およびケイ酸率(SM)
を特定の範囲に限定することを特徴とし、これにより、 ・P25を従来のクリンカの上限よりも多量に含有させ
ても、該セメントクリンカから製造されるセメント組成
物の圧縮強度が低下する割合を改良しうるという効果を
生じる。もって、調合原料への廃棄物の配合量の増加お
よび高リン含有廃棄物の配合を可能にした、つまり、廃
棄物の再資源化を向上させた発明であり、ここに提供す
るものである。
The purpose of the cement clinker can be achieved by specifying the following one-component two ratio. That is, the cement clinker of the present invention has a P 2 O 5 amount, a hydraulic modulus (HM) and a silicate ratio (SM).
Is limited to a specific range, whereby the compressive strength of the cement composition produced from the cement clinker is reduced even if P 2 O 5 is contained in an amount larger than the upper limit of the conventional clinker. This has the effect of improving the rate at which it is performed. Accordingly, the present invention provides an increase in the amount of waste and a high-phosphorus content waste in the blended raw material, that is, an improvement in the recycling of waste, which is provided herein.

【0011】すなわち、本発明の第1(セメントクリン
カ)は、「リン含有廃棄物を配合した調合原料を焼成し
て得られるセメントクリンカであっ て、 ・P25含有量が0.3〜5.0質量%、ならびに ・水硬率(HM)が2.16〜2.40、および ・ケイ酸率(SM)が1.3〜2.4未満 であること」(請求項1)を要旨とする。
[0011] That is, first (cement clinker) of the present invention is a cement clinker obtained by firing the formulation material blended with "phosphorus-containing wastes and · P 2 O 5 content of 0.3 5.0% by mass, and a hydraulic modulus (HM) of 2.16 to 2.40, and a silicate ratio (SM) of 1.3 to less than 2.4 "(claim 1). Make a summary.

【0012】また、上記本発明の第1は、 ・廃棄物が下水汚泥、下水汚泥焼却灰、都市ゴミ焼却灰
および製鋼スラグから選ばれる1種以上であること(請
求項2)、および ・調合原料に使用されるSiO2原料が石炭灰であるこ
と(請求項3)を特徴とする。
The first aspect of the present invention is that: the waste is at least one selected from sewage sludge, sewage sludge incineration ash, municipal waste incineration ash, and steelmaking slag (claim 2); The SiO 2 raw material used as the raw material is coal ash (claim 3).

【0013】さらに、本発明の第2(セメント組成物)
は、上記いずれかに記載のセメントクリンカに ・総SO3量が1.5〜3.0質量%となるように、 ・石こうを混合し粉砕したもの、または、 ・該クリンカおよび石こうを個別に粉砕し混合したもの
であること(請求項4)を要旨とするものである。
Further, the second (cement composition) of the present invention
Is the cement clinker described in any of the above, so that the total SO 3 amount is 1.5 to 3.0% by mass, gypsum is mixed and pulverized, or the clinker and gypsum are individually The gist of the invention is that it is ground and mixed (Claim 4).

【0014】[0014]

【発明の実施の形態】以下、本発明について詳細に説明
する。本発明の第1について説明する。この発明は、セ
メントクリンカ中のP25含有量の上限を高くし、それ
に基づいて生ずる圧縮強度の著しい低下を、化学成分の
2つの比率(水硬率、ケイ酸率)と組み合わせることに
よって改良するものである。これにより、各種のリン化
合物を含む廃棄物を原料として調合原料に大量に配合で
きる。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail. The first aspect of the present invention will be described. The present invention increases the upper limit of P 2 O 5 content in the cement clinker, a significant reduction of the resulting compressive strength on the basis thereof, two ratios (water hardness index, silica ratio) of the chemical composition by combining It is an improvement. As a result, a large amount of waste containing various phosphorus compounds can be blended into the prepared raw material as a raw material.

【0015】P25の強度低下への影響は大きいが、該
比率を特定範囲に限定したことにより、セメント硬化体
として利用できる程度に圧縮強度を回復(発現)させる
ことができる。
Although the effect of P 2 O 5 on the strength reduction is great, compressive strength can be recovered (expressed) to such an extent that it can be used as a hardened cement by limiting the ratio to a specific range.

【0016】セメントクリンカ中のP25含有量は、
0.3〜5.0質量%である。0.3質量%未満の場合
は、圧縮強度への影響がほとんど生じない。通常のセメ
ントクリンカ製造用原料のみで調合原料を調製し焼成し
た場合とほぼ等しく、例え、原料として廃棄物を使用し
ても配合量が極微量であり、廃棄物を再資源化した、と
するには程遠く、単に製造工程を複雑にしだけで工業的
メリットがない。
The P 2 O 5 content in the cement clinker is
It is 0.3 to 5.0% by mass. If it is less than 0.3% by mass, there is almost no effect on the compressive strength. It is almost the same as the case where the prepared raw material is prepared and baked using only the raw material for manufacturing cement clinker. Even if the waste is used as the raw material, the compounding amount is extremely small and the waste is recycled. , It simply complicates the manufacturing process and has no industrial advantage.

【0017】一方、5.0質量%を超えた場合、水硬率
(HM)および/またはケイ酸率(SM)を調整して
も、圧縮強度低下が大きいので好ましくない。
On the other hand, if it exceeds 5.0% by mass, it is not preferable to adjust the hydraulic modulus (HM) and / or the silicic acid ratio (SM) because the compression strength is greatly reduced.

【0018】次に、セメントクリンカの2つの比率につ
いて説明する。水硬率(HM)は、セメントの化学成分
を決定付ける重要な一つの比率であるが、通常のポルト
ランドセメントクリンカの場合より高くしなければ圧縮
強度への作用が小さい。水硬率(HM)が2.16未満
の場合、P25含有量が多い場合、圧縮強度低下が大き
いので好ましくない。
Next, the two ratios of the cement clinker will be described. Hydraulic modulus (HM) is one of the important ratios that determine the chemical composition of cement, but its effect on compressive strength is small unless it is higher than that of ordinary Portland cement clinker. When the hydraulic hardness (HM) is less than 2.16, and when the content of P 2 O 5 is large, the reduction in compressive strength is large, which is not preferable.

【0019】逆に、2.40を超える場合、そのセメン
トの水和熱が高くなり用途が制限されること、およびモ
ルタルまたはコンクリ−トの流動性が著しく低下して施
工性が悪くなることなど、圧縮強度以外の特性に悪影響
が生じるので好ましくない。
On the other hand, if it exceeds 2.40, the heat of hydration of the cement is increased and its use is restricted, and the fluidity of the mortar or concrete is remarkably reduced to deteriorate the workability. However, it is not preferable because properties other than the compressive strength are adversely affected.

【0020】水硬率(HM)は、P25含有量との関係
で言えば、下記の範囲にするのが好ましい。 P25が0.3〜3.0質量%の場合;水硬率2.1
6〜2.25 P25が3.0〜5.0質量%の場合;水硬率2.2
5〜2.40
The hydraulic hardness (HM) is preferably in the following range in relation to the P 2 O 5 content. When P 2 O 5 is 0.3 to 3.0% by mass;
6 to 2.25 When P 2 O 5 is 3.0 to 5.0% by mass; hydraulic coefficient 2.2
5 to 2.40

【0021】セメントクリンカのケイ酸率(SM)につ
いて説明する。ケイ酸率が1.3未満の場合、セメント
の水和熱が高くなること、およびモルタルまたはコンク
リ−トの流動性が低下することなどにより、水硬率の場
合と同様に悪影響が生じるので好ましくない。
The silicic acid ratio (SM) of the cement clinker will be described. When the silicic acid ratio is less than 1.3, the heat of hydration of the cement is increased, and the fluidity of the mortar or concrete is reduced. Absent.

【0022】逆に、2.4を超える場合、P25含有量
が比較的多量な場合、圧縮強度低下が大きいので好まし
くない。
On the other hand, if it exceeds 2.4, and if the content of P 2 O 5 is relatively large, it is not preferable because the reduction in compressive strength is large.

【0023】上記[P25含有量:水硬率:ケイ酸率]
の関係から、廃棄物を大量に配合しP25含有量を多く
する場合には、[高水硬率・低ケイ酸率]になるように
原料を配合するのが好ましい。
[P 2 O 5 content: hydraulic modulus: silicic acid ratio]
In view of the above, when a large amount of waste is blended to increase the P 2 O 5 content, it is preferable to blend the raw materials so as to have a [high hydraulic modulus / low silicic acid ratio].

【0024】なお、ポルトランドセメントの製造で利用
されている化学成分の比率;鉄率(IM)については、
特に限定するものではないが、おおよそ1.5〜1.8
の範囲が好ましい。
The ratio of chemical components used in the production of Portland cement; iron ratio (IM)
Although not particularly limited, it is approximately 1.5 to 1.8.
Is preferable.

【0025】次いで、廃棄物について説明する。通常、
廃棄物には、各種のリン化合物が含まれており、その量
は、前記したとおり多いもので、約30質量%(P25
換算)も含まれている。
Next, the waste will be described. Normal,
The waste contains various phosphorus compounds, the amount of which is large as described above, and is about 30% by mass (P 2 O 5
Conversion) is also included.

【0026】調合原料に配合される廃棄物は、具体的
に、下水汚泥,下水汚泥焼却灰,都市ゴミ焼却灰および
製鋼スラグなどが挙げられる。それらは、調合原料を調
製するさい1種のみを配合しても、また、2種以上の混
合物を配合することもできる。
Specific examples of the waste compounded in the raw material include sewage sludge, sewage sludge incineration ash, municipal waste incineration ash, and steelmaking slag. They may be used alone or in combination of two or more when preparing the blended raw materials.

【0027】セメントクリンカの原料には、上記廃棄物
の他、通常のポルトランドセメントクリンカ製造のさい
配合される原料が使用される。例えば、 ・CaO原料 ;石灰石、生石灰、消石灰など ・SiO2原料 ;珪石、粘土など ・Fe23原料;鉄滓、鉄ケ−キなど である。
As the raw material of the cement clinker, in addition to the above-mentioned waste, a raw material to be blended in the production of ordinary Portland cement clinker is used. For example, · CaO raw material; limestone, quicklime, etc. · SiO 2 raw material slaked lime; silica, clay, etc. · Fe 2 O 3 raw material; Tetsukasu, Tetsuke - keys and the like.

【0028】本発明のセメントクリンカにおいては、S
iO2を多量に含有する石炭灰を前記SiO2原料に代え
て/または一緒に使用することができる。石炭灰の主な
化学成分は、SiO2;40〜70質量%、Al23
10〜40質量%、Fe23;2〜10質量%およびC
aO;1〜30質量%である。
In the cement clinker of the present invention, S
Coal ash containing a large amount of iO 2 can be used instead of and / or together with the SiO 2 raw material. The main chemical components of coal ash are SiO 2 ; 40 to 70% by mass, Al 2 O 3 ;
10 to 40% by mass, Fe 2 O 3 ; 2 to 10% by mass and C
aO: 1 to 30% by mass.

【0029】上記石炭灰は、火力発電所、各種工場など
で石炭燃焼したさい発生する。例えば、フライアッシ
ュ,シンダ−アッシュ,ボトムアッシュ,クリンカアッ
シュなどである。
The above coal ash is generated when coal is burned in a thermal power plant, various factories, or the like. For example, fly ash, cinder ash, bottom ash, clinker ash, and the like.

【0030】本発明のセメントクリンカの製造方法は、
通常のポルトランドクリンカの場合と同様、前述した廃
棄物および原料を用いて粉砕し、所定のP25量、水硬
率およびケイ酸率に適合するように配合し混合して調合
原料を調製し、焼成することによって得られる。焼成
は、NSPキルン、SPキルンなど慣用の設備を利用で
きる。なお、焼成温度は、セメントクリンカの水硬率が
高いので、普通ポルトランドセメントクリンカ原料を焼
成する場合よりも高目で行なうのが好ましい。
The method for producing a cement clinker of the present invention comprises:
As in the case of ordinary Portland clinker, pulverization is carried out using the above-mentioned waste and raw materials, blended and mixed so as to conform to a predetermined amount of P 2 O 5 , hydraulic modulus and silicic acid ratio, and mixed. It is obtained by preparing and firing. Conventional equipment such as NSP kiln and SP kiln can be used for firing. The firing temperature is preferably higher than when firing the raw material of ordinary Portland cement clinker, because the hydraulic setting of the cement clinker is high.

【0031】次に、本発明の第2(セメント組成物)に
ついて説明する。セメント組成物は、前述したセメント
クリンカに、総SO3量が1.5〜3.0質量%の範囲
内に納まるように石こうを配合し、粉砕して製造され
る。この発明で使用される石こうとは、2水・半水・無
水石こうの1種またはそれらの混合物である。
Next, the second (cement composition) of the present invention will be described. The cement composition is manufactured by blending gypsum with the above-mentioned cement clinker so that the total SO 3 amount falls within the range of 1.5 to 3.0% by mass, and pulverizing the mixture. The gypsum used in the present invention is one of dihydrate / hemihydrate / anhydrite or a mixture thereof.

【0032】セメント組成物に含有される総SO3量が ・1.5質量%未満の場合 ;瞬結や流動性の低下が生
じる ・3.0質量%を超える場合;凝結遅延や強度低下が生
じる こととなり、いずれの場合も好ましくない。
When the total amount of SO 3 contained in the cement composition is less than 1.5% by mass; instantaneous setting or a decrease in fluidity occurs. When it exceeds 3.0% by mass; This is undesired in either case.

【0033】セメント組成物は、セメントクリンカと石
こうとを ・混合粉砕する方法、 ・個別に粉砕し混合する方法 のいずれかで行なうことにより得られる。
The cement composition can be obtained by carrying out any of a method of mixing and pulverizing cement clinker and gypsum, and a method of individually pulverizing and mixing.

【0034】その粉砕は、セメント組成物のブレ−ン比
表面積が3000〜4500cm2/gになるようにす
るのが好ましい。なお、粉砕に使用する粉砕機は、慣用
の設備が利用できる。
Preferably, the pulverization is performed so that the cement composition has a Brain specific surface area of 3000 to 4500 cm 2 / g. Conventional equipment can be used for the pulverizer used for pulverization.

【0035】[0035]

【実施例】(実施例1〜7、比較例1〜7)表1に示す
化学成分を有する原料を粉砕し混合し、調合原料を調製
し、焼成して表2に記載する1成分2比率(P25含有
量、水硬率およびケイ酸率)の種々のセメントクリンカ
を製造した。なお、鉄率(IM)は、1.6〜1.7で
ある。
EXAMPLES (Examples 1 to 7 and Comparative Examples 1 to 7) Raw materials having the chemical components shown in Table 1 were pulverized and mixed to prepare a prepared raw material, which was then fired, and the ratio of one component to two as shown in Table 2 Various cement clinkers with (P 2 O 5 content, hydraulic modulus and silicic acid content) were produced. The iron ratio (IM) is 1.6 to 1.7.

【0036】[0036]

【表1】 [Table 1]

【0037】前記セメントクリンカに2水石こうを配合
し混合粉砕して、表2に示す総SO 3量を有するそれぞ
れのセメント組成物を製造した。各セメント組成物のブ
レ−ン比表面積を測定した結果、3200±50cm2
/gであった。得られたセメント組成物は、JIS R
5201「セメントの物理試験方法」にしたがって圧
縮強度(材齢7日)を測定し、その結果を同表に併記し
た。なお、比較例1に記載のセメントは、普通ポルトラ
ンドセメントであり、その圧縮強度を基準値(100)
にした圧縮強度比も同表に示した。
Mixing gypsum with the cement clinker
And pulverized to obtain a total SO shown in Table 2. ThreeEach with quantity
These cement compositions were produced. Of each cement composition
As a result of measuring the lane specific surface area, 3200 ± 50 cmTwo
/ G. The obtained cement composition is JIS R
 5201 Pressure according to “Physical test method of cement”
The shrinkage strength (age 7 days) was measured, and the results were recorded in the same table.
Was. In addition, the cement described in Comparative Example 1 was a normal Portra
Cement, and its compressive strength is set to a reference value (100).
The same compression strength ratio is also shown in the table.

【0038】[0038]

【表2】 [Table 2]

【0039】表2より、以下の事項が明らかである。 1)P25含有量が[0.1質量%→0.8質量%→
1.7質量%]と増加するにつれて、圧縮強度比も[1
00%→80%→58%]と著しく低下する(比較例1
〜3)。
From Table 2, the following matters are clear. 1) The P 2 O 5 content is [0.1% by mass → 0.8% by mass →
1.7 mass%], the compressive strength ratio also becomes [1
00% → 80% → 58%] (Comparative Example 1
~ 3).

【0040】2)セメントクリンカのHMおよびSMの
規定範囲の内外を比較すると、 P25含有量が5.0質量%以下の場合、規定の範囲
内では、圧縮強度の低下割合の改良に有効である(実施
例7(4.7質量%)、比較例5(5.5質量%))。 P25含有量が同程度の場合、規定の範囲内では、圧
縮強度比が[80%→90%]に改良される(実施
例、,比較例2)。 HM,SMの規定外であってP25含有量;0.8質
量%の場合の圧縮強度と、該2つの比率を規定内に調整
し同程度の圧縮強度を発現させる場合、P25含有量を
4.7質量%にまで増加させることができる(実施例
7、比較例2)。
2) When comparing the inside and outside of the specified ranges of HM and SM of the cement clinker, when the content of P 2 O 5 is 5.0% by mass or less, within the specified range, it is possible to improve the reduction rate of the compressive strength. Effective (Example 7 (4.7% by mass), Comparative Example 5 (5.5% by mass)). When the P 2 O 5 content is approximately the same, the compression strength ratio is improved to [80% → 90%] within the specified range (Example, Comparative Example 2). HM, a prescribed outside of SM P 2 O 5 content: If the compression strength in the case of 0.8 wt%, to express the compressive strength of the same degree adjusted in defining the two ratios, P 2 The O 5 content can be increased to 4.7% by mass (Example 7, Comparative Example 2).

【0041】3)HMが規定する範囲内であっても、S
Mが規定外の場合、強度低下の割合を改良することがで
きない(比較例4)。なお、HMが高過ぎる場合、前述
したとおり、水和熱が高くなり流動性が低下するなど他
の特性に悪影響を生じさせるので好ましくない。
3) Even if it is within the range defined by HM, S
When M is out of the specified range, the strength reduction ratio cannot be improved (Comparative Example 4). If the HM is too high, as described above, the heat of hydration is increased and the fluidity is reduced, which adversely affects other properties, which is not preferable.

【0042】4)セメント組成物の総SO3量が1.5
〜3.0質量%にある場合、強度低下の割合が改良され
る(実施例6,7および比較例6,7)。
4) The total SO 3 amount of the cement composition is 1.5
When it is in the range of 3.0% by mass, the rate of strength reduction is improved (Examples 6, 7 and Comparative Examples 6, 7).

【0043】[0043]

【発明の効果】本発明は、以上に詳記したように、リン
含有廃棄物を含む調合原料を焼成して得られるセメント
クリンカであって、該クリンカのP25含有量、水硬率
およびケイ酸率の1成分2比率の範囲を限定したもので
あることを特徴とし、これにより、上記セメントクリン
カから製造されたセメント組成物(総SO3量;1.5
〜3.0質量%)は、P25の含有量が多いにも拘ら
ず、P25に起因する圧縮強度の低下を改良することが
できるので、調合原料への廃棄物の配合量を増加でき
る、という効果を奏する。
As described in detail above, the present invention relates to a cement clinker obtained by firing a blended raw material containing a phosphorus-containing waste, wherein the clinker has a P 2 O 5 content, And the range of the ratio of one component to two of the silicic acid ratio is limited, whereby the cement composition manufactured from the cement clinker (total SO 3 amount: 1.5
3.0 wt%), despite high content of P 2 O 5, it is possible to improve the reduction in compressive strength due to P 2 O 5, blend waste into formulation material The effect is that the amount can be increased.

【0044】上記効果により、下水汚泥、焼却灰などの
リン含有廃棄物は、その処理方法の一つとしてセメント
クリンカ用原料へ大量に用いることができるので、該廃
棄物の再資源化の目処が立ち、環境改善への寄与は大き
い。
Due to the above effects, phosphorus-containing waste such as sewage sludge and incinerated ash can be used in large quantities as a raw material for cement clinker as one of its treatment methods. The contribution to environmental improvement is significant.

フロントページの続き (72)発明者 本間 健一 千葉県佐倉市大作2−4−2 太平洋セメ ント株式会社中央研究所内 (72)発明者 市川 牧彦 千葉県佐倉市大作2−4−2 太平洋セメ ント株式会社中央研究所内 (72)発明者 鯉淵 清 神奈川県川崎市川崎区浅野町1−1 第一 セメント株式会社内 (72)発明者 山口 博之 神奈川県川崎市川崎区浅野町1−1 第一 セメント株式会社内Continuing on the front page (72) Inventor Kenichi Honma 2-4-2 Daisaku, Sakura City, Chiba Pref. Central Research Institute, Inc. (72) Inventor Makihiko Ichikawa 2-4-2 Daisaku, Sakura City, Chiba Pref. Inside the Central Research Laboratory Co., Ltd. (72) Inventor Kiyoshi Kobuchi 1-1, Asano-cho, Kawasaki-ku, Kawasaki-shi, Kanagawa Pref. Cement Corporation (72) Inventor Hiroyuki Yamaguchi 1-1, Asano-cho, Kawasaki-ku, Kawasaki-shi, Kanagawa Inside the corporation

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 リン含有廃棄物を配合した調合原料を焼
成して得られるセメントクリンカであって、P25含有
量が0.3〜5.0質量%、ならびに、水硬率(HM)
が2.16〜2.40、およびケイ酸率(SM)が1.
3〜2.4未満であることを特徴とするセメントクリン
カ。
1. A cement clinker obtained by calcining a blended raw material containing a phosphorus-containing waste, wherein the cement clinker has a P 2 O 5 content of 0.3 to 5.0 mass% and a hydraulic modulus (HM) )
Is 2.16 to 2.40, and the silicic acid ratio (SM) is 1.
Cement clinker characterized by being less than 3 to less than 2.4.
【請求項2】 前記廃棄物が下水汚泥、下水汚泥焼却
灰、都市ゴミ焼却灰および製鋼スラグから選ばれる1種
以上であることを特徴とする請求項1記載のセメントク
リンカ。
2. The cement clinker according to claim 1, wherein the waste is at least one selected from sewage sludge, sewage sludge incineration ash, municipal waste incineration ash, and steelmaking slag.
【請求項3】 前記調合原料の配合に使用されるSiO
2原料が石炭灰であることを特徴とする請求項1記載の
セメントクリンカ。
3. The SiO used for blending the compounded raw material
2. The cement clinker according to claim 1, wherein the raw material is coal ash.
【請求項4】 前記請求項1〜3のいずれかに記載のセ
メントクリンカに総SO3量が1.5〜3.0質量%と
なるように、石こうを混合し粉砕したもの、または、該
クリンカおよび石こうを個別に粉砕し混合したものであ
ることを特徴とするセメント組成物。
4. A cement clinker according to claim 1, wherein gypsum is mixed and pulverized so that the total SO 3 amount is 1.5 to 3.0% by mass, or A cement composition characterized in that clinker and gypsum are individually ground and mixed.
JP2000381597A 2000-12-15 2000-12-15 Cement composition Expired - Lifetime JP4164229B2 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1025329C2 (en) * 2004-01-27 2005-08-01 Immo C V Binding combustion process waste products, involves mixing waste products comprising phosphate and calcium to form ettringite minerals and adding water
WO2005087681A1 (en) * 2004-03-11 2005-09-22 Taiheiyo Cement Corporation Hydraulic composition
JP2012197198A (en) * 2011-03-22 2012-10-18 Dc Co Ltd Highly active cement clinker and highly active cement
CN104176953A (en) * 2013-05-27 2014-12-03 江苏国祯环保科技有限公司 Method and system for utilizing urban life sewage sludge to product cement
CN115010388A (en) * 2022-07-15 2022-09-06 浙江红狮环保股份有限公司 Method for firing cement clinker by using mixed solid waste

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1025329C2 (en) * 2004-01-27 2005-08-01 Immo C V Binding combustion process waste products, involves mixing waste products comprising phosphate and calcium to form ettringite minerals and adding water
WO2005087681A1 (en) * 2004-03-11 2005-09-22 Taiheiyo Cement Corporation Hydraulic composition
US7722717B2 (en) 2004-03-11 2010-05-25 Taiheiyo Cement Corporation Hydraulic composition
JP2012197198A (en) * 2011-03-22 2012-10-18 Dc Co Ltd Highly active cement clinker and highly active cement
KR101862698B1 (en) * 2011-03-22 2018-05-30 디씨 컴퍼니 리미티드 High active cement clinker and high active cement
CN104176953A (en) * 2013-05-27 2014-12-03 江苏国祯环保科技有限公司 Method and system for utilizing urban life sewage sludge to product cement
CN115010388A (en) * 2022-07-15 2022-09-06 浙江红狮环保股份有限公司 Method for firing cement clinker by using mixed solid waste

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