JP2001247349A - Cement composition - Google Patents
Cement compositionInfo
- Publication number
- JP2001247349A JP2001247349A JP2000061612A JP2000061612A JP2001247349A JP 2001247349 A JP2001247349 A JP 2001247349A JP 2000061612 A JP2000061612 A JP 2000061612A JP 2000061612 A JP2000061612 A JP 2000061612A JP 2001247349 A JP2001247349 A JP 2001247349A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- weight
- cement composition
- parts
- composition
- 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
- 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
- C04B28/021—Ash cements, e.g. fly ash cements ; Cements based on incineration residues, e.g. alkali-activated slags from waste incineration ; Kiln dust cements
-
- 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)
- Combustion & Propulsion (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、作業性に優れ、初
期の強度発現が大きいセメント組成物、及びこれを用い
たセメント硬化体の製造方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cement composition which is excellent in workability and has a large initial strength, and a method for producing a hardened cement body using the same.
【0002】[0002]
【従来の技術】従来、セメント系建材を製造するのに用
いられるセメントとしては、普通セメント、早強セメン
ト、スラグセメント等が使用されているが、これらのセ
メントは硬化が遅いため、蒸気養生やオートクレーブ処
理によって強度発現を増大させ、生産性を高める方策が
採られている。しかし、蒸気養生やオートクレーブ処理
を行なう場合、成形体の強度が十分でないと、成形体に
爆裂や亀裂が発生するという問題がある。一方、セメン
ト系建材を対象として、都市ゴミ焼却灰又は下水汚泥焼
却灰をセメント原料とした環境調和型セメント(エコセ
メント)を用いたセメント硬化体が提案されている(特
開平11-228196号等)。このようなエコセメントは速硬
性で初期の強度発現が大きいという特徴を有するが、ス
ラリーとしたときの流動性が悪く、作業性の点で問題が
あり、また得られるセメント硬化体は、吸水による寸法
変化が大きいなどの問題があり、建材として使用するの
は困難であった。2. Description of the Related Art Conventionally, as cement used for producing cement-based building materials, ordinary cement, early-strength cement, slag cement, and the like have been used. Measures have been taken to increase the strength expression by autoclaving to increase the productivity. However, when steam curing or autoclave treatment is performed, if the strength of the molded body is not sufficient, there is a problem that explosion or cracks occur in the molded body. On the other hand, for cement-based building materials, a cement hardened body using an environmentally conscious cement (eco-cement) using municipal waste incineration ash or sewage sludge incineration ash as a cement material has been proposed (JP-A-11-228196, etc.). ). Such an eco-cement has a feature that it has a rapid setting and a large initial strength expression, but has poor fluidity when formed into a slurry, and has a problem in workability. There were problems such as large dimensional changes, and it was difficult to use as a building material.
【0003】[0003]
【発明が解決しようとする課題】従って、本発明の目的
は、作業性に優れ、初期の強度発現が大きいセメント組
成物を提供することにある。SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a cement composition which is excellent in workability and has a large initial strength.
【0004】[0004]
【課題を解決するための手段】かかる実情において、本
発明者らは鋭意研究を行なった結果、都市ゴミ焼却灰又
は下水汚泥焼却灰を原料とする特定組成の水硬性組成物
と、高炉スラグ及び消石灰を用いれば、作業性に優れ、
初期の強度発現が大きく、しかも硬化後に寸法変化が小
さいセメント組成物が得られることを見出し、本発明を
完成した。Under these circumstances, the present inventors have conducted intensive studies and as a result, have found that a hydraulic composition having a specific composition made from incinerated ash from municipal waste or ash from sewage sludge, a blast furnace slag and By using slaked lime, workability is excellent,
The present inventors have found that a cement composition having a large initial strength development and a small dimensional change after curing can be obtained, and completed the present invention.
【0005】すなわち、本発明は、(A)都市ゴミ焼却灰
及び下水汚泥焼却灰から選ばれる1種以上を原料として
なる焼成物を含む水硬性組成物であって、C11A7Ca
Cl2を10〜40重量%と、C3S及びC2Sから選ば
れる1種以上を含む焼成物、及び石膏を含む水硬性組成
物、(B)高炉スラグ、並びに(C)消石灰を含有するセメン
ト組成物を提供するものである。[0005] That is, the present invention provides (A) a hydraulic composition containing a calcined product obtained from at least one selected from municipal waste incineration ash and sewage sludge incineration ash, comprising C 11 A 7 Ca
Contains a calcined product containing 10 to 40% by weight of Cl 2 and at least one selected from C 3 S and C 2 S, a hydraulic composition containing gypsum, (B) blast furnace slag, and (C) slaked lime. To provide a cement composition.
【0006】また、本発明は、当該セメント組成物と水
を混練して得られるスラリーを、成形及び養生すること
を特徴とするセメント硬化体の製造方法を提供するもの
である。The present invention also provides a method for producing a hardened cement, characterized in that a slurry obtained by kneading the cement composition and water is formed and cured.
【0007】[0007]
【発明の実施の形態】本発明で用いる(A)水硬性組成物
は、都市ゴミ焼却灰及び下水汚泥焼却灰から選ばれる1
種以上を原料とする焼成物を含むものである。また、当
該水硬性組成物は、C11A7CaCl2を10〜40重量
%と、C3S及びC2Sから選ばれる1種以上を含む焼成
物、及び石膏を含むものである。このような水硬性組成
物は、この目的のために調製しても良いし、例えば特開
平7-165446号に記載の環境調和型水硬性組成物、特開平
7-165447号に記載の速硬型混合セメント等を使用するこ
ともできる。特に、都市ゴミ焼却灰、下水汚泥焼却灰等
の焼成物を用いれば、セメントそのもののコストを低減
でき、また資源の有効利用の点からも好ましい。DETAILED DESCRIPTION OF THE INVENTION The hydraulic composition (A) used in the present invention is selected from municipal waste incineration ash and sewage sludge incineration ash.
Includes fired products made from seeds or more. Also, the hydraulic composition is one comprising a a C 11 A 7 CaCl 2 10~40 wt%, the calcined product contains at least one element selected from C 3 S and C 2 S, and gypsum. Such a hydraulic composition may be prepared for this purpose. For example, an environment-friendly hydraulic composition described in JP-A-7-165446,
It is also possible to use a quick-setting type mixed cement described in 7-165447. In particular, the use of fired materials such as incinerated ash from city refuse and ash from sewage sludge can reduce the cost of cement itself and is also preferable from the viewpoint of effective utilization of resources.
【0008】水硬性組成物に配合される石膏としては、
その形態は特に制限されず、例えば二水石膏、α型又は
β型半水石膏、III型無水石膏、II型無水石膏等が挙げ
られ、これらを単独又は2種以上を組合せて用いること
ができる。これらの石膏の配合量は特に制限されない
が、水硬性組成物中のAl2O3に対し、モル比(SO3
/Al2O3)で0.4〜3、特に0.5〜2であるのが
好ましい。なお、セメント原料によっては、水硬性組成
物中に既に石膏が含まれている場合もあるが、その場合
にも、前記のようなモル比になるよう、石膏量を調整す
れば良い。[0008] Gypsum to be mixed with the hydraulic composition includes:
The form is not particularly limited, for example, dihydrate gypsum, α-type or β-type hemihydrate gypsum, type III anhydrous gypsum, type II anhydrous gypsum and the like, and these can be used alone or in combination of two or more types . The mixing amount of these gypsums is not particularly limited, but the molar ratio (SO 3) to Al 2 O 3 in the hydraulic composition is
/ Al 2 O 3 ) in the range of 0.4 to 3 , especially 0.5 to 2. Note that, depending on the cement raw material, the gypsum may already be contained in the hydraulic composition, but in such a case, the amount of gypsum may be adjusted so that the molar ratio is as described above.
【0009】本発明で用いる(B)高炉スラグは、骨材と
しての作用を有し、作業性を向上させるものであり、ブ
レーン比表面積3000〜5000cm2/g、JIS
R5211に規定されている塩基度1.4以上のものが
好ましい。The blast furnace slag (B) used in the present invention has an action as an aggregate and improves workability, and has a brain specific surface area of 3000 to 5000 cm 2 / g, JIS.
Those having a basicity of 1.4 or more specified in R5211 are preferred.
【0010】本発明で用いる(C)消石灰は、高炉スラグ
の水硬性を促進して強度発現に寄与するものである。The slaked lime (C) used in the present invention promotes the hydraulic properties of the blast furnace slag and contributes to the development of strength.
【0011】本発明のセメント組成物には、更に(D)シ
リカヒュームを配合することができ、セメント硬化体の
強度及び耐久性を大きくすることができる。シリカヒュ
ームは、シリコン、含シリコン合金、ジルコニア等を製
造する際に副生するシリカ質を主成分とする微粉末であ
る。The cement composition of the present invention can further contain (D) silica fume, which can increase the strength and durability of the cured cement. Silica fume is a fine powder containing silica as a main component by-produced when producing silicon, a silicon-containing alloy, zirconia, or the like.
【0012】本発明のセメント組成物における各成分の
配合量は、前記成分(A)、(B)、(C)及び(D)の配合量の合
計を100重量部としたとき、成分(A)は30〜60重
量部、特に30〜50重量部が好ましく、成分(B)は2
0〜65重量部、特に30〜65重量部が好ましく、成
分(C)は1〜10重量部、特に5〜10重量部が好まし
く、成分(D)は0〜15重量部、特に5〜10重量部で
あるのが好ましい。本発明においては、石灰質原料とし
て水硬性組成物と消石灰を、珪酸質原料として高炉スラ
グに必要に応じてシリカヒュームを組合せて用いるた
め、トータルの石灰質原料と珪酸質原料の比をバランス
するには、消石灰又はシリカヒュームの配合量を上記範
囲内で調整するのが好ましく、さらに水硬性組成物/高
炉スラグの重量比が0.5〜2.0の範囲であるのが、
生板のハンドリングに必要な硬化強度、原料混合物の流
動性が十分に満足でき好ましい。また、製品の強度をよ
り好ましく発揮させるには、水硬性組成物/高炉スラグ
の重量比が0.8〜1.2の範囲のセメント混合物85
〜95重量部に対し、消石灰1〜10重量部及びシリカ
ヒューム0〜15重量部を混合するのが好ましい。The compounding amount of each component in the cement composition of the present invention is based on the total amount of the components (A), (B), (C) and (D) being 100 parts by weight. ) Is preferably from 30 to 60 parts by weight, particularly preferably from 30 to 50 parts by weight, and component (B) is 2 parts by weight.
0 to 65 parts by weight, preferably 30 to 65 parts by weight, component (C) is preferably 1 to 10 parts by weight, particularly 5 to 10 parts by weight, and component (D) is 0 to 15 parts by weight, particularly 5 to 10 parts by weight. It is preferably in parts by weight. In the present invention, the hydraulic composition and slaked lime are used as the calcareous raw materials, and silica fume is used as necessary in the blast furnace slag as the siliceous raw material, so that the ratio of the total calcareous raw material and the siliceous raw material is balanced. It is preferable to adjust the amount of slaked lime or silica fume within the above range, and the weight ratio of the hydraulic composition / blast furnace slag is in the range of 0.5 to 2.0,
The curing strength and the fluidity of the raw material mixture necessary for handling of the raw plate are sufficiently satisfactory, and thus are preferable. Further, in order to more preferably exert the strength of the product, a cement mixture 85 having a weight ratio of hydraulic composition / blast furnace slag in the range of 0.8 to 1.2 is used.
It is preferable to mix 1 to 10 parts by weight of slaked lime and 0 to 15 parts by weight of silica fume to 95 parts by weight.
【0013】本発明のセメント組成物には、更に補強繊
維を配合することができ、例えば有機繊維、無機繊維、
パルプ等が使用される。有機繊維としては、ビニロン、
アクリル、ポリプロピレン、アラミド繊維等が挙げら
れ;無機繊維としては、カーボン、ガラス繊維、ウォラ
ストナイト針状結晶等が挙げられる。これらの繊維長
は、4〜20mmであるのが好ましい。これらの繊維は、
前記成分(A)〜(D)の合計100重量部に対して1〜5重
量部、特に1〜3重量部添加するのが、十分な強度が得
られるので好ましい。また、パルプとしては、バージン
パルプ、古紙パルプ等が挙げられ、湿式解砕、乾式解砕
等の処理を施したものを使用できる。パルプは、前記成
分(A)〜(D)の合計100重量部に対して1〜5重量部、
特に1〜4重量部添加するのが、十分な強度が得られる
ので好ましい。The cement composition of the present invention may further contain reinforcing fibers, for example, organic fibers, inorganic fibers,
Pulp or the like is used. As organic fiber, vinylon,
Acrylic, polypropylene, aramid fibers and the like can be mentioned; inorganic fibers include carbon, glass fibers, wollastonite needle crystals and the like. These fiber lengths are preferably from 4 to 20 mm. These fibers are
It is preferable to add 1 to 5 parts by weight, particularly 1 to 3 parts by weight, based on 100 parts by weight of the total of the components (A) to (D), since sufficient strength can be obtained. In addition, examples of the pulp include virgin pulp and waste paper pulp, and pulp that has been subjected to wet crushing, dry crushing, or the like can be used. Pulp is 1 to 5 parts by weight based on 100 parts by weight of the total of the components (A) to (D),
In particular, it is preferable to add 1 to 4 parts by weight because sufficient strength can be obtained.
【0014】本発明のセメント組成物には、更に各種混
和剤、例えば増粘剤、減水剤、スラリー流動化剤、スラ
リー粘性調整剤、分散剤、泡剤等を適宜配合することが
できる。これらのうち、増粘剤としては、メチルセルロ
ース、ポリエチレンオキサイド、ポリビニルアルコー
ル、カルボキシメチルセルロース等が挙げられ、前記成
分(A)〜(D)の合計100重量部に対して0.1〜0.3
重量部、特に0.1〜0.2重量部添加するのが、適度
な粘性が得られ、補強繊維の分散性が良好となり好まし
い。また、減水剤としては、ナフタレン・スルホン酸
系、カルボン酸系等のものが挙げられ、前記成分(A)〜
(D)の合計100重量部に対して1〜3重量部、特に1
〜2重量部添加するのが、分散性及び強度の点で好まし
い。The cement composition of the present invention may further contain various admixtures, for example, a thickener, a water reducing agent, a slurry fluidizer, a slurry viscosity modifier, a dispersant, and a foaming agent. Among them, examples of the thickener include methyl cellulose, polyethylene oxide, polyvinyl alcohol, carboxymethyl cellulose, and the like, and 0.1 to 0.3 based on 100 parts by weight of the components (A) to (D) in total.
It is preferable to add 0.1 parts by weight, particularly 0.1 to 0.2 parts by weight, since an appropriate viscosity is obtained and the dispersibility of the reinforcing fiber becomes good. Examples of the water reducing agent include naphthalene / sulfonic acid type, carboxylic acid type and the like, and the components (A) to
1 to 3 parts by weight, especially 1 to 100 parts by weight of (D)
It is preferable to add 2 parts by weight in terms of dispersibility and strength.
【0015】本発明のセメント組成物を用いてセメント
硬化体を製造するには、まずセメント組成物及び水を混
練してスラリーを調製する。水の配合量は、得られるセ
メント硬化物の比重、強度等の物性を勘案して適宜決定
されるが、例えばセメント組成物100重量部に対して
20〜70重量部、特に30〜65重量部であるのが好
ましい。In order to produce a hardened cement using the cement composition of the present invention, first, the cement composition and water are kneaded to prepare a slurry. The amount of water is appropriately determined in consideration of the specific gravity, strength, and other physical properties of the obtained cement hardened product. For example, 20 to 70 parts by weight, particularly 30 to 65 parts by weight based on 100 parts by weight of the cement composition It is preferred that
【0016】これらの成分を用いたスラリーの調製方法
としては、例えば(1)セメント組成物及び水を同時に混
練して調製する方法、(2)高炉スラグ及び/又はシリカ
ヒュームを予め水で処理した処理物と、他の成分を混練
して調製する方法等が挙げられる。特に、(2)の方法に
より調製したスラリーの方が、得られる硬化体の寸法変
化がより小さいので好ましい。ここで、(2)の方法にお
いて、高炉スラグ及び/又はシリカヒュームの水処理方
法としては、高炉スラグ及び/又はシリカヒュームに水
を噴霧する方法、高炉スラグ及び/又はシリカヒューム
と水を混合する方法、高炉スラグ及び/又はシリカヒュ
ームを湿式粉砕する方法、高炉スラグ及び/又はシリカ
ヒュームと水及びフィラー材を混合する方法(特願平11
-68240号)等が挙げられ、処理物がスラリーや湿潤状態
等の含水状態となればいずれでも良い。また、このよう
にして得られた処理物は、30分以上放置することによ
り安定化し、硬化物の寸法変化をより小さくすることが
できる。As a method of preparing a slurry using these components, for example, (1) a method of simultaneously kneading and preparing a cement composition and water, and (2) a blast furnace slag and / or silica fume are previously treated with water. A method of kneading and preparing a processed material and other components is exemplified. Particularly, the slurry prepared by the method (2) is preferable because the dimensional change of the obtained cured product is smaller. Here, in the method (2), as a water treatment method for the blast furnace slag and / or silica fume, a method of spraying water on the blast furnace slag and / or silica fume, and mixing the blast furnace slag and / or silica fume with water. Method, wet crushing of blast furnace slag and / or silica fume, method of mixing blast furnace slag and / or silica fume with water and filler material (Japanese Patent Application No.
No. -68240), and any of these may be used as long as the processed material is in a water-containing state such as a slurry or wet state. Further, the treated product thus obtained is stabilized by leaving it for 30 minutes or more, and the dimensional change of the cured product can be further reduced.
【0017】このようにして得られたスラリーは、通常
用いられる成形方法、例えば型枠流し込み成形、連続流
し込み成形、プレス成形等により、成形することができ
る。ここで、連続流し込み成形とは、例えばコンベアー
により移動している所望形状の成形型枠に、スラリーを
流し込み、スラリーが移動しながら硬化するという成形
方法や、コンベアーにより移動しているベルト上に直接
スラリーを流し込み、スラリーが移動しながら硬化する
という成形方法である。この方法によれば、高効率・高
生産性で板状の硬化体を製造することができる。The slurry thus obtained can be molded by a commonly used molding method, for example, mold casting, continuous casting, press molding and the like. Here, continuous casting is, for example, a method of casting a slurry into a mold having a desired shape moving by a conveyor, and curing while the slurry moves, or directly onto a belt moving by a conveyor. This is a molding method in which a slurry is poured and the slurry is cured while moving. According to this method, a plate-shaped cured product can be manufactured with high efficiency and high productivity.
【0018】成形して得られた硬化体は、そのまま、あ
るいは必要に応じて切断加工や切削加工を施した後に養
生させる。養生は、常温養生、湿潤養生、蒸気養生、加
温養生、オートクレーブ養生等のいずれの方法でも良い
が、特にオートクレーブ養生するのが、強度発現の点か
ら好ましい。オートクレーブ養生は、120〜180℃
で2〜12時間行なうのが好ましい。The cured product obtained by molding is cured as it is or after being subjected to cutting or cutting as required. Curing may be carried out by any method such as room temperature curing, wet curing, steam curing, heated curing, and autoclave curing. In particular, autoclave curing is preferred from the viewpoint of developing strength. Autoclave curing is 120-180 ° C
For 2 to 12 hours.
【0019】本発明のセメント組成物は、セメント系建
材、特に板状セメント系建材用として好適である。セメ
ント系建材としては、軽量起泡コンクリート(AL
C)、石綿セメント板、木毛セメント板、木片セメント
板、パルプセメント板、繊維強化セメント板等が挙げら
れ、外装材、内装材、屋根材、天井材等に使用すること
ができる。The cement composition of the present invention is suitable for cement-based building materials, especially for plate-shaped cement-based building materials. Lightweight foamed concrete (AL
C), asbestos cement board, wool cement board, wood chip cement board, pulp cement board, fiber reinforced cement board and the like, and can be used for exterior materials, interior materials, roof materials, ceiling materials and the like.
【0020】[0020]
【発明の効果】本発明のセメント組成物は、スラリーの
流動性が良好で作業性に優れ、初期の強度発現が大きい
ものである。また、これを用いて得られるセメント硬化
体は、寸法変化が小さく、吸水により反りや変形が生じ
ないため、板状セメント系建材等として好適である。Industrial Applicability The cement composition of the present invention has a good slurry fluidity, excellent workability, and a large initial strength. Further, a hardened cement body obtained by using the same has a small dimensional change and does not cause warping or deformation due to water absorption, and thus is suitable as a plate-like cement-based building material.
【0021】[0021]
【実施例】次に、実施例を挙げて本発明を更に詳細に説
明するが、本発明はこれら実施例によって制限されるも
のではない。なお、実施例において使用した成分は以下
のとおりである。 (1)水硬性組成物:エコセメント(太平洋セメント社
製) 都市ゴミ焼却灰、下水汚泥焼却灰、石灰石粉、アルミ
灰、粘土を焼成して得られたクリンカーを粉砕し、この
焼成物に石膏を添加して製造したもので、C11A 7Ca
Cl2を23重量%、C3Sを51重量%、C2Sを15
重量%、及びC4AFを6重量%含有するクリンカー組
成物100重量部に対して、無水石膏を12重量部含有
するもの。 (2)高炉スラグ:エスメント(新日鐵関東エスメント社
製、ブレーン比表面積4000cm2/g) (3)シリカヒューム:エジプト産(EFACO社製) (4)消石灰:吉澤石灰特号(Ca(OH)2 95%以上、
粒度150μm) (5)水:水道水 (6)パルプ:バージンパルプ (7)ガラス繊維:耐アルカリガラス繊維12mmチョップ
ドストランド (8)増粘剤:HI90SH−4000(信越化学社製) (9)減水剤:ナフタレンスルホン酸系減水剤Next, the present invention will be described in more detail with reference to examples.
As will be apparent, the invention is not limited by these examples.
Not. The components used in the examples are as follows:
It is as follows. (1) Hydraulic composition: Ecocement (Taiheiyo Cement Co., Ltd.)
Municipal waste incineration ash, sewage sludge incineration ash, limestone powder, aluminum
Clinker obtained by firing ash and clay is crushed, and this
It is manufactured by adding gypsum to the baked product.11A 7Ca
ClTwo23% by weight of CThree51% by weight of S, CTwoS to 15
% By weight, and CFourClinker group containing 6% by weight of AF
12 parts by weight of anhydrous gypsum per 100 parts by weight of the product
What to do. (2) Blast furnace slag: Esment (Nippon Steel Kanto Esment Company)
Made, Brain specific surface area 4000cmTwo/ G) (3) Silica fume: Egypt (made by EFACO) (4) Slaked lime: Special name of Yoshizawa lime (Ca (OH)Two95% or more,
(5) water: tap water (6) pulp: virgin pulp (7) glass fiber: alkali-resistant glass fiber 12 mm chop
Dostrand (8) Thickener: HI90SH-4000 (manufactured by Shin-Etsu Chemical Co., Ltd.) (9) Water reducing agent: naphthalenesulfonic acid-based water reducing agent
【0022】実施例1〜10、比較例1〜6 表1及び表2に示す組成のスラリーを製造し、流動性
(フロー値)評価、型枠成形による物性(比重、曲げ強
度)評価、及びハンドリング性の評価を行なった。結果
を表1及び表2に併せて示す。Examples 1 to 10 and Comparative Examples 1 to 6 Slurries having the compositions shown in Tables 1 and 2 were produced and evaluated for fluidity (flow value), physical properties (specific gravity, flexural strength) by mold forming, and The handleability was evaluated. The results are shown in Tables 1 and 2.
【0023】(製法)パルパー(容量100L)で離解
したパルプスラリーを所定量計り取り、これに減水剤と
増粘剤を添加してハンドミキサ(600rpm)で30
秒間攪拌し、その後、水硬性組成物及びガラス繊維以外
の成分を投入して1分30秒間攪拌する。次いで、ハン
ドミキサを高速(1100rpm)で回転させながら所
定量の水硬性組成物を10秒間で投入し、更に30秒間
攪拌した後、ガラス繊維を添加して30秒間攪拌して、
スラリーを得た。(Preparation method) A predetermined amount of pulp slurry disintegrated with a pulper (capacity: 100 L) is weighed, and a water reducing agent and a thickener are added thereto.
After stirring for 2 seconds, components other than the hydraulic composition and glass fiber are added and stirred for 1 minute and 30 seconds. Next, while rotating the hand mixer at a high speed (1100 rpm), a predetermined amount of the hydraulic composition was added for 10 seconds, and the mixture was further stirred for 30 seconds. Then, glass fiber was added and stirred for 30 seconds.
A slurry was obtained.
【0024】(評価方法) (1)流動性(フロー値):視覚判定により、こわばり
や偏りを生じて流し込み成型ができないスラリーは
「×」とし、型枠にスラリーが偏りなく均質に流し込み
成型できるものについては、JIS R 5201によ
るモルタルテーブル上に設置した内径5cm、高さ5cmの
リングにスラリーを流し込み、表面を平滑にした後、静
かにリングを引き抜き、さらにテーブルを10回タッピ
ングし、スラリーの広がりをノギスにて測定した。 (2)曲げ強度試験:成形体をオートクレーブ養生後、
60℃で2日間乾燥した後、幅6cm、長さ30cmに切断
し、オートグラフを用い、スパン24cm、載荷速度2mm
/minの条件で曲げ強度を測定した。 (3)比重:曲げ強度試験用試験体の重量と寸法から算
出した。 (4)ハンドリング性:型枠へ流し込んだ成型体の硬化
状況より、脱型可能なものを「○」、破損や割れを生じ
たものを「×」として判定した。(Evaluation method) (1) Fluidity (flow value): Slurry or unevenness that cannot be cast due to visual judgment is marked as “x”, and the slurry can be uniformly cast into the mold without bias. About the thing, the slurry was poured into a ring having an inner diameter of 5 cm and a height of 5 cm, which was set on a mortar table according to JIS R5201, and the surface was smoothed. After that, the ring was gently pulled out, and the table was tapped 10 times. Spread was measured with a caliper. (2) Bending strength test: After curing the molded body in an autoclave,
After drying at 60 ° C. for 2 days, it is cut into a width of 6 cm and a length of 30 cm, and using an autograph, a span of 24 cm and a loading speed of 2 mm.
The bending strength was measured under the condition of / min. (3) Specific gravity: Calculated from the weight and dimensions of the test specimen for bending strength test. (4) Handling: Based on the cured state of the molded body poured into the mold, the mold that could be removed was judged as “○”, and the one that was broken or cracked was judged as “X”.
【0025】[0025]
【表1】 [Table 1]
【0026】[0026]
【表2】 [Table 2]
【0027】表1及び表2の結果より、本発明のセメン
ト組成物はいずれも、流動性に優れ、ハンドリング性も
良好で、しかも硬化後は十分な強度が得られた。これに
対し、比較例はいずれも強度が出ないか又は低く、ま
た、比較例1及び2ではハンドリング性が悪く成型体が
得られず、比較例4では材料分離が生じ、比較例3、5
及び6では流動性が悪く、作業性に劣った。From the results shown in Tables 1 and 2, each of the cement compositions of the present invention was excellent in fluidity, good in handleability, and had sufficient strength after curing. On the other hand, in Comparative Examples, the strength was not obtained or was low, and in Comparative Examples 1 and 2, handling properties were poor, and molded products were not obtained. In Comparative Example 4, material separation occurred, and Comparative Examples 3, 5
In Nos. 6 and 7, the fluidity was poor and the workability was poor.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 22:06 C04B 22:06 Z A 14:42 14:42 Z 16:02) 16:02) A 103:60 103:60 111:20 111:20 (72)発明者 坂本 好明 千葉県佐倉市大作二丁目4番2号 株式会 社建材テクノ研究所内 (72)発明者 田辺 進吉 千葉県佐倉市大作二丁目4番2号 株式会 社建材テクノ研究所内 Fターム(参考) 4G012 PA17 PA29 PB03 PB04 PB11 PB12 PB40 PC12 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 22:06 C04B 22:06 Z A 14:42 14:42 Z 16:02) 16:02) A 103 : 60 103: 60 111: 20 111: 20 (72) Inventor Yoshiaki Sakamoto 2-4-2 Daisaku, Sakura City, Chiba Prefecture Inside the Building Materials Techno Laboratory (72) Inventor Shinkichi Tanabe Daisakuji, Sakura City, Chiba Prefecture F-term in Building Materials Techno Research Laboratories, No.4-2, Chome 4G012 PA17 PA29 PB03 PB04 PB11 PB12 PB40 PC12
Claims (5)
から選ばれる1種以上を原料としてなる焼成物を含む水
硬性組成物であって、C11A7CaCl2を10〜40重
量%と、C3S及びC2Sから選ばれる1種以上を含む焼
成物、及び石膏を含む水硬性組成物、(B)高炉スラグ、
並びに(C)消石灰を含有するセメント組成物。(A) A hydraulic composition containing a calcined product using at least one selected from municipal waste incineration ash and sewage sludge incineration ash, wherein C 11 A 7 CaCl 2 is contained in an amount of 10 to 40% by weight. % And one or more selected from C 3 S and C 2 S, and a hydraulic composition containing gypsum, (B) blast furnace slag,
And (C) a cement composition containing slaked lime.
求項1記載のセメント組成物。2. The cement composition according to claim 1, further comprising (D) silica fume.
2記載のセメント組成物。3. The cement composition according to claim 1, further comprising a reinforcing fiber.
項1〜3のいずれか1項記載のセメント組成物。4. The cement composition according to claim 1, which is a composition for a plate-like cement-based building material.
ント組成物と水を混練して得られるスラリーを、成形及
び養生することを特徴とするセメント硬化体の製造方
法。5. A method for producing a hardened cement, comprising: shaping and curing a slurry obtained by kneading the cement composition according to claim 1 and water.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003119065A (en) * | 2001-10-10 | 2003-04-23 | Japan Science & Technology Corp | Concrete block |
CN105036706A (en) * | 2015-07-01 | 2015-11-11 | 苏州卡迪亚铝业有限公司 | Method of preparing ganged brick by using aluminum scruff ash |
CN105254193A (en) * | 2015-10-30 | 2016-01-20 | 东北大学 | Preparation method for cement and cement clinker by taking waste as raw material |
CN109437622A (en) * | 2018-12-14 | 2019-03-08 | 河北曲寨矿峰水泥股份有限公司 | A kind of high intensity impervious, cement and its processing technology |
CN112939042A (en) * | 2021-01-29 | 2021-06-11 | 重庆坤垠环保科技实业发展有限公司 | Method and device for cooperatively treating and utilizing aluminum ash and silica fume |
-
2000
- 2000-03-07 JP JP2000061612A patent/JP2001247349A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003119065A (en) * | 2001-10-10 | 2003-04-23 | Japan Science & Technology Corp | Concrete block |
CN105036706A (en) * | 2015-07-01 | 2015-11-11 | 苏州卡迪亚铝业有限公司 | Method of preparing ganged brick by using aluminum scruff ash |
CN105254193A (en) * | 2015-10-30 | 2016-01-20 | 东北大学 | Preparation method for cement and cement clinker by taking waste as raw material |
CN109437622A (en) * | 2018-12-14 | 2019-03-08 | 河北曲寨矿峰水泥股份有限公司 | A kind of high intensity impervious, cement and its processing technology |
CN112939042A (en) * | 2021-01-29 | 2021-06-11 | 重庆坤垠环保科技实业发展有限公司 | Method and device for cooperatively treating and utilizing aluminum ash and silica fume |
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