JP2005213102A - Production method of expansive additive, and expansive additive - Google Patents

Production method of expansive additive, and expansive additive Download PDF

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JP2005213102A
JP2005213102A JP2004022592A JP2004022592A JP2005213102A JP 2005213102 A JP2005213102 A JP 2005213102A JP 2004022592 A JP2004022592 A JP 2004022592A JP 2004022592 A JP2004022592 A JP 2004022592A JP 2005213102 A JP2005213102 A JP 2005213102A
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clinker
quick lime
weight
inorganic substance
free quick
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Yutaka Nakajima
裕 中島
Yoshiaki Tsuchida
良明 土田
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Taiheiyo Materials Corp
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Taiheiyo Materials Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for producing, from a quicklime-based clinker, an expansive additive which is produced easily with a high production yield without setting strict pulverization control or detailed pulverization conditions and without increasing the production process and of which the particle size is suitable for giving itself a hydration reactivity capable of imparting a stable expansion action to mortar or concrete and does not allow pop out to occur. <P>SOLUTION: In the method for producing an expansive additive, 100 pts.wt. free quicklime and 1-25 pts.wt. inorganic substance having a hardness higher than that of the free quicklime are generated in a clinker, and this clinker is pulverized. The expansive additive contains, as the main component, a pulverized clinker which contains, as a generated phase, 100 pts.wt. free quicklime and 1-25 pts.wt. inorganic substance having a hardness higher than that of the free quicklime. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、セメントペースト、モルタル、コンクリートなどの水硬性物質を含む材料に膨張性を付与する膨張性混和材の製造方法及び膨張性混和材に関する。   The present invention relates to a method for producing an expandable admixture that imparts expansibility to a material containing a hydraulic substance such as cement paste, mortar, concrete, and the expandable admixture.

セメントペースト、モルタル、コンクリートなどでは収縮によるひび割れ防止や形状寸法の変化を防ぐため膨張性の混和材が使用されることが多い。膨張性を付与する混和材の中でも生石灰を膨張成分とするもの(例えば、特許文献1参照。)は、水和によって非常に高い膨張を呈す。しかし、その反応活性はかなり高いことから、そのままでは注水後に水和反応が急激に進み、セメントが凝結する前に膨張圧の大半が発現されてしまう。実効性のある膨張作用を付与する上で、生石灰に他の成分を共存させ、生石灰の急激な水和反応を抑制し、持続性のある膨張発現性を得る試みが行われてきた。生石灰を例えばエーライト等の結晶に内包するように生成させたクリンカ焼成物を混和材に使用することで、急激な水和反応や風化の進行を抑制し、セメント凝結始発時から安定した膨張作用をモルタルやコンクリートに付与できることが知られている。(例えば、特許文献2参照。)   Cement paste, mortar, concrete, etc. often use expansive admixtures to prevent cracking due to shrinkage and prevent changes in shape. Among admixtures imparting expansibility, those containing quick lime as an expansion component (for example, see Patent Document 1) exhibit very high expansion by hydration. However, since the reaction activity is quite high, if it is left as it is, the hydration reaction proceeds rapidly after water injection, and most of the expansion pressure is expressed before the cement sets. In order to provide an effective expansion action, attempts have been made to obtain a sustained expansion by suppressing the rapid hydration reaction of quicklime by causing other components to coexist with quicklime. By using a clinker fired product produced by encapsulating quicklime in crystals such as alite for the admixture, it suppresses the rapid hydration reaction and the progress of weathering, and stable expansion action from the beginning of cement setting It is known that can be applied to mortar and concrete. (For example, see Patent Document 2.)

膨張性の混和材は、モルタルやコンクリート中に均一に分散しないと膨張作用の偏在化が起ることから、通常は分散性の良い粉末状のものが使用される。そのため成形物や粗大塊状物として得られるクリンカを粉砕する必要がある。しかし、十分な管理の基に粉砕を行わないと過粉砕粒子が出現し易く、比表面積の大きい微細粒子ほど反応活性が高いことから、過粉砕粒子からなる混和材ではモルタルやコンクリートの凝結前に膨張圧が発現されてしまい、凝結・硬化時の収縮の抵抗となり得る膨張作用が得られない可能性がある。また、共存成分が少ない生石灰系の膨張材ほど粒径と水和反応活性の関係はより敏感なものとなり、僅かな粒径の減少が反応活性の急激な増大を招くことがある。一方で、粉砕を緩めると粗大粒子が発生し易く、多少とも粗大粒子を含むような膨張性混和材を使用すると硬化後のモルタルやコンクリート表面に未水和の粒子として残存し、ポップアウトと称される表面劣化を引き起こす。このため、粉砕物の粒度をより厳格に規定せねばならないが、粗粒を残存させることなく過粉砕を防ぐための粉砕条件を詳細に設定することやそれに基づく粉砕機の運転・操作面での管理は容易でない。現実的な対応策としては、粉砕に加えて分級処理を行ったり、粉砕物を篩い分けして必要な粒度分布を構成する粒子のみを採取することが行われているが、製造工程及び設備の増加を伴う他、除去粒子が発生するので製造得率の低下やその処理など諸問題が生じる。   As the expandable admixture, if it is not uniformly dispersed in the mortar or concrete, the expansion action is unevenly distributed. Therefore, a powdery material having good dispersibility is usually used. Therefore, it is necessary to grind the clinker obtained as a molded product or a coarse lump. However, if pulverization is not performed under sufficient control, over-pulverized particles are likely to appear, and fine particles with a large specific surface area have a higher reaction activity. There is a possibility that expansion pressure is expressed, and an expansion action that can be a resistance to shrinkage during setting and curing cannot be obtained. In addition, the quick lime-based expansion material with fewer coexisting components has a more sensitive relationship between the particle size and the hydration reaction activity, and a slight decrease in particle size may cause a rapid increase in reaction activity. On the other hand, coarse particles tend to be generated when pulverization is loosened, and when an expandable admixture containing some coarse particles is used, it remains as unhydrated particles on the mortar and concrete surface after curing, and is called pop-out. Cause surface degradation. For this reason, the particle size of the pulverized product must be specified more strictly, but it is necessary to set the pulverization conditions in detail to prevent excessive pulverization without leaving coarse particles, and to operate and operate the pulverizer based on it. Management is not easy. As a practical countermeasure, classification processing is performed in addition to pulverization, or the pulverized product is sieved to collect only particles constituting the required particle size distribution. In addition to the increase, removal particles are generated, which causes various problems such as a decrease in manufacturing yield and treatment.

特開2002−252919号公報JP 2002-252919 A 特開2001−63847号公報JP 2001-63847 A

本発明は、前記問題に鑑み、モルタルやコンクリートに安定した膨張作用を付与できる水和反応活性を有するのに適した粒度であって、ポップアウトも発生することのない粒度の生石灰系クリンカから得られた膨張性混和材を、厳格な粉砕管理や詳細な粉砕条件を設定することなく、また製造工程を増加させることなく、容易に且つ高い製造得率で製造する方法を提供する。   In view of the above problems, the present invention is obtained from a quicklime clinker having a particle size suitable for having a hydration reaction activity capable of imparting a stable expansion action to mortar or concrete, and having a particle size that does not cause pop-out. The present invention provides a method for producing the expandable admixture easily and at a high production yield without setting strict grinding management and detailed grinding conditions and without increasing the number of production steps.

セメントクリンカーの粉砕などではボールミル粉砕が一般に広く行われており、このような通常行われる粉砕手段による被粉砕物の形状寸法の縮小は、初期段階では概ね衝撃破砕による作用が支配的ではあるが、形状寸法がかなり小さくなると、粉砕物同士或いは粉砕媒体と被粉砕物とのすり減り摩耗による作用が支配的になる。このことから本発明者らは、クリンカー中に生石灰と該生石灰よりも高硬度の物質を共存生成させれば、粒子表面に露呈する生石灰の表面積が減少し、急激な水和反応を抑制できると共に、高い硬度のものほど摩耗が進み難く、遊離生石灰を含む粒子が過粉砕され難く、従って高活性を有するような微細で高比表面積の粒子の出現を回避でき、適度な反応活性を有する膨張性混和材が、分級・篩い分け等の製造工程を特に必要とせずに容易に得られるという知見を得、本発明を完成するに至った。   Ball mill pulverization is generally widely performed in cement clinker pulverization and the like, and the reduction of the shape and size of the object to be pulverized by such a normal pulverization means is generally dominated by impact crushing at the initial stage. When the shape dimension is considerably reduced, the action of abrasion between the pulverized materials or between the pulverized medium and the pulverized material becomes dominant. From this, the present inventors can reduce the surface area of quick lime exposed on the particle surface and suppress a rapid hydration reaction if co-generated lime and a substance having a hardness higher than that of the quick lime are co-produced in the clinker. The higher the hardness, the harder it is to wear, the particles containing free quick lime are less likely to be over-ground, and thus the appearance of fine, high specific surface area particles with high activity can be avoided, and expandability with moderate reaction activity The present inventors have obtained the knowledge that the admixture can be easily obtained without particularly requiring a manufacturing process such as classification and sieving, and have completed the present invention.

即ち、本発明は、次の(1)〜(3)で表す膨張性混和材の製造方法及び(4)で表す膨張性混和材である。(1)遊離生石灰100重量部と該遊離生石灰より硬度の高い無機物質1〜25重量部をクリンカ中に生成させ、次いでこのクリンカを粉砕することを特徴とする膨張性混和材の製造方法。(2)クリンカ中に遊離生石灰と同等及び/又は遊離生石灰より硬度の低い無機物質を生成させることも特徴とする前記(1)の膨張性混和材の製造方法。(3)粉砕がロッドミルを用いて行うことを特徴とする前記(1)又は(2)の膨張性混和材の製造方法。(4)遊離生石灰100重量部と該遊離生石灰より硬度の高い無機物質1〜25重量部を生成相として含有してなるクリンカの粉砕物を主成分とする膨張性混和材。   That is, the present invention is a method for producing an expandable admixture represented by the following (1) to (3) and an expandable admixture represented by (4). (1) A method for producing an expandable admixture, characterized in that 100 parts by weight of free quick lime and 1 to 25 parts by weight of an inorganic substance having a higher hardness than the free quick lime are produced in the clinker and then the clinker is pulverized. (2) The method for producing an expandable admixture according to (1), wherein an inorganic substance equivalent to and / or lower in hardness than free quick lime is generated in the clinker. (3) The method for producing an expandable admixture according to (1) or (2), wherein the pulverization is performed using a rod mill. (4) An expandable admixture mainly composed of a clinker pulverized product containing 100 parts by weight of free quick lime and 1 to 25 parts by weight of an inorganic substance having a hardness higher than that of the free quick lime as a product phase.

本発明の膨張性混和材の製造方法は、粒径の大小如何によってその膨張作用が大きく変化する生石灰系の膨張性混和材を、複雑な処理操作や詳細な粉砕条件設定とそれに基づく厳格な工程管理と操作を特には必要とせず、モルタルやコンクリートの収縮抑制等に実効性がある安定した膨張作用を付与するのに適した粒度に容易にでき、また製造工程の増加をもたらすことがなく、更には製造得率も高いことから、極めて低コストで製造できる方法となる。   The method for producing an expandable admixture according to the present invention comprises a quick lime-based expandable admixture whose expansion action varies greatly depending on the size of the particle size. There is no need for management and operation, and it can be easily made into a particle size suitable for providing a stable expansion effect effective in suppressing shrinkage of mortar and concrete, etc., and without increasing the production process, Furthermore, since the production yield is also high, the method can be produced at a very low cost.

本発明の膨張性混和材の製造方法は、まず、遊離生石灰と該遊離生石灰より硬度の高い無機物質をクリンカ中に生成させる。生石灰よりも硬度の高い無機物質は、具体的にはモース硬度が3を超える無機物質で、クリンカ中で遊離生石灰と共存生成可能なものであれば特に限定されるものではなく、結晶質、非結晶質の何れでも良い。好ましくは生石灰よりも被粉砕性が低いものとし、例えば、カルサイト、ドロマイト、ペリクレース、カルシウムアルミネート、カルシウムシリケート、カルシウムサルホアルミネート等を挙げることができる。クリンカ中に生成させる遊離生石灰より硬度の高い無機物質の生成量は、遊離生石灰100重量部に対し、遊離生石灰より硬度の高い無機物質を1〜25重量部、好ましくは1〜20重量部、より好ましくは2〜12重量部にする。遊離生石灰より硬度の高い無機物質が25重量部を超えると、膨張性混和材として膨張作用が不足することがあるので好ましくなく、1重量部未満ではクリンカ中の遊離生石灰の過粉砕を防ぐことが困難になるので好ましくない。   In the method for producing an expandable admixture of the present invention, first, free quick lime and an inorganic substance having higher hardness than the free quick lime are generated in a clinker. The inorganic substance having higher hardness than quick lime is not particularly limited as long as it is an inorganic substance having a Mohs hardness of more than 3 and can be co-produced with free quick lime in a clinker. Any of crystalline may be sufficient. Preferably, the grindability is lower than that of quicklime, and examples thereof include calcite, dolomite, periclase, calcium aluminate, calcium silicate, calcium sulfoaluminate and the like. The amount of the inorganic substance having higher hardness than the free quick lime generated in the clinker is 1 to 25 parts by weight, preferably 1 to 20 parts by weight of the inorganic substance having higher hardness than the free quick lime with respect to 100 parts by weight of the free quick lime. Preferably it is 2 to 12 parts by weight. If the inorganic substance having a hardness higher than that of free quick lime exceeds 25 parts by weight, the expansion action may be insufficient as an expandable admixture, and less than 1 part by weight may prevent overcrushing of free quick lime in the clinker. Since it becomes difficult, it is not preferable.

また、本発明の効果を概ね損なわない限り、遊離生石灰と硬度が同等若しくは低い無機物質が、遊離生石灰と生石灰より硬度の高い無機物質と共にクリンカ中に共存生成したものであっても良い。この場合、遊離生石灰と硬度が同等若しくは低い無機物質の生成量は、遊離生石灰100重量部に対し、遊離生石灰より硬度の高い無機物質と遊離生石灰と硬度が同等若しくは低い無機物質の合計生成量が1〜25重量部の範囲であることが望ましい。このような物質は特に限定されないが、例えば、各種ポルトランダイト、カルシウムサルフェイト、ブルーサイト等が挙げられる。   As long as the effects of the present invention are not largely impaired, an inorganic substance having a hardness equal to or lower than that of free quick lime may be produced together with free quick lime and an inorganic substance having higher hardness than quick lime in the clinker. In this case, the amount of inorganic substance having a hardness equal to or lower than that of free quick lime is 100% by weight of free quick lime, and the total amount of inorganic substance having a hardness higher than that of free quick lime and free quick lime is equal to or lower than that of free quick lime. A range of 1 to 25 parts by weight is desirable. Although such a substance is not specifically limited, For example, various portlandite, calcium sulfate, brucite etc. are mentioned.

遊離生石灰をクリンカ中に生成させるための原料は、加熱により生石灰を生成できるものなら何れのものでも良く、例えば少量生産なら生石灰、水酸化カルシウムや炭酸カルシウムを、工業的規模での製造では天然石灰石を使用でき、更にはCaOとこれ以外の化学成分からなる粘度鉱物なども熱分解により遊離生石灰を生成できるものであれば使用できる。また、遊離生石灰よりも硬度の高い無機物質をクリンカ中に生成させるための原料は、クリンカ中の遊離生石灰の生成を著しく阻害しないものなら特に限定されず、その効果が見出せるものであれば前記の生石灰源原料の一部と反応しても構わない。各原料の具体例を挙げると、例えば当該無機物質として、カルシウムアルミネートを生成させる場合は、アルミナ(α−アルミナ)、べーマイト、水酸化アルミニウム、ばん土頁岩等を、例えばカルシウムシリケートを生成させる場合は珪石等を、例えばカルシウムサルホアルミネートを生成させる場合は石膏等を、例えばカルシウムアルミノフェライトを生成させる場合はアルミナ、べーマイト、水酸化アルミニウム、ばん土頁岩等のAl23源に加えて酸化第二鉄等のFe23源を、例えばゲーレナイトを生成させる場合はカオリン等を挙げることができる。また、クリンカ焼成時に生石灰と生石灰以外の無機物質に熱分解し、遊離生石灰と生石灰よりも硬度の高い無機物質を生成相として産する一種類の組成物又は化合物、例えばドロマイト質石灰岩などを原料に使用することもできる。使用原料の粒度は限定されるものではないが、クリンカ焼成前の混合効率と焼成反応を高めるため10mm以下のものが推奨される。各原料の混合割合は特に制限されないが、好ましくは、クリンカ中に生成させる遊離生石灰と該遊離生石灰より硬度の高い無機物質の生成量が、遊離生石灰100重量部に対し、遊離生石灰より硬度の高い無機物質1〜20重量部になるように原料の配合量を定める。クリンカ作製の焼成温度は使用原料と得るべき生成相によって異なるが、通常は約600〜1200℃とし、当該温度から徐冷することで所望のクリンカを得ることができる。焼成は大気中で行うことができるが、強い還元性雰囲気以外の雰囲気なら特に制限されない。このような条件で焼成できれば、何れの焼成装置でも用いることが可能で、例えば、ロータリーキルン、流動炉、立窯等の他、環状型又は箱形の電気炉等を挙げることができる。 The raw material for producing free quick lime in clinker may be any material that can produce quick lime by heating, for example, quick lime, calcium hydroxide and calcium carbonate for small-scale production, and natural limestone for industrial scale production. Further, a viscous mineral composed of CaO and other chemical components can be used as long as it can produce free quick lime by thermal decomposition. In addition, the raw material for generating an inorganic substance having a hardness higher than that of free quick lime in the clinker is not particularly limited as long as it does not significantly inhibit the formation of free quick lime in the clinker. You may react with a part of quicklime source material. Specific examples of each raw material include, for example, when calcium aluminate is produced as the inorganic substance, alumina (α-alumina), boehmite, aluminum hydroxide, porphyry shale, etc. are produced, for example, calcium silicate. In this case, add silica, etc., for example, to produce calcium sulfoaluminate, add gypsum, etc., to produce calcium aluminoferrite, for example, to an Al 2 O 3 source such as alumina, boehmite, aluminum hydroxide, or clay shale. In the case of generating Fe 2 O 3 sources such as ferric oxide, for example, galenite, kaolin and the like can be mentioned. Also, the raw material is one kind of composition or compound, such as dolomite limestone, which is pyrolyzed into quick lime and inorganic substances other than quick lime at the time of clinker firing and produces free hard lime and an inorganic substance with higher hardness than quick lime as a production phase. It can also be used. Although the particle size of the raw material used is not limited, a material having a particle size of 10 mm or less is recommended in order to improve the mixing efficiency and firing reaction before clinker firing. The mixing ratio of each raw material is not particularly limited, but preferably, the amount of free quick lime generated in the clinker and the amount of inorganic substance harder than the free quick lime is higher than that of free quick lime with respect to 100 parts by weight of free quick lime. The blending amount of the raw material is determined so as to be 1 to 20 parts by weight of the inorganic substance. The firing temperature for clinker preparation varies depending on the raw materials used and the product phase to be obtained. Firing can be performed in the air, but is not particularly limited as long as it is an atmosphere other than a strong reducing atmosphere. Any firing apparatus can be used as long as it can be fired under such conditions, and examples thereof include a rotary kiln, a fluidized furnace, a vertical kiln, and an annular or box-shaped electric furnace.

前記クリンカを粉砕することで膨張性混和材を得ることができる。クリンカの粉砕は、衝撃破砕を主体とするものよりも、摩耗作用も十分及ぼすことができるボールミル等による粉砕が好ましく、より好ましくは粒度分布範囲を狭くできるのでロッドミルによる粉砕が良い。本発明では粉砕操作条件を厳格に設定・管理する必要は特にないが、ポップアウトを防止する上で、粉砕物の最大粒度が概ね80〜100μmとなる段階まで粉砕を行えば良い。この程度の粉砕を行う限り、急激な水和反応活性を生じるような微細粒子は殆ど出現しない。さらに、粒度分布範囲を狭くするほどモルタル・コンクリートの膨張に有効に作用する水和膨張性粒子の割合が増えることから望ましい。また、本発明の効果を概ね損なわない限り他の成分を、クリンカ粉砕物に混合させることもできる。このような混合成分は何れの硬度であっても良い。混合可能な成分を例示すると、石膏、石灰石微粉、高炉スラグや溶融スラグなどの各種スラグ微粉、石炭灰、普通ポルトランドセメントや混合セメント等の各種セメント、分散剤、収縮低減剤等が挙げられる。   An expandable admixture can be obtained by grinding the clinker. The clinker pulverization is preferably performed by a ball mill or the like that can sufficiently exert an abrasion action, rather than the one mainly composed of impact crushing, and more preferably by a rod mill because the particle size distribution range can be narrowed. In the present invention, it is not particularly necessary to strictly set and manage the pulverizing operation conditions. However, in order to prevent pop-out, the pulverized product may be pulverized until the maximum particle size is approximately 80 to 100 μm. As long as this level of pulverization is performed, there are almost no fine particles that cause a rapid hydration reaction activity. Furthermore, the narrower the particle size distribution range is, the more desirable it is because the proportion of hydrated and expandable particles that effectively act on the expansion of mortar and concrete increases. Further, other components can be mixed with the clinker pulverized product as long as the effects of the present invention are not substantially impaired. Such a mixed component may have any hardness. Examples of the components that can be mixed include gypsum, limestone fine powder, various slag fine powders such as blast furnace slag and molten slag, various cements such as coal ash, ordinary Portland cement and mixed cement, dispersants, shrinkage reducing agents and the like.

また、本発明の膨張性混和材は、遊離生石灰100重量部と遊離生石灰より硬度の高い無機物質1〜25重量部、好ましくは1〜20重量部、より好ましくは2〜12重量部、を生成相として含むクリンカの粉砕物である。遊離生石灰より硬度の高い無機物質は、具体的にはモース硬度が3を超える無機物質で、クリンカ中で遊離生石灰と共存生成可能なものであれば特に限定されるものではなく、結晶質、非結晶質の何れでも良い。遊離生石灰より硬度の高い無機物質が20重量部を超えると、膨張性混和材としての膨張作用が不足することがある。また、遊離生石灰より硬度の高い無機物質含有量が1重量部未満ではクリンカ中の遊離生石灰の過粉砕を防ぐことが困難になるので好ましくない。本発明の膨張性混和材は、好適には前記の製造方法によって得ることができる。また、本発明の膨張性混和材は、遊離生石灰及び遊離生石灰より硬度の高い無機物質と共に、遊離生石灰より硬度の低い無機物質が共存生成するクリンカの粉砕物でも良い。さらに本発明の膨張性混和材は、本発明の効果を喪失しない限り、前記のようなクリンカ粉砕物に他の成分を混合させたものであっても良い。混合可能な成分を例示すると、石膏、石灰石微粉、高炉スラグや溶融スラグなどの各種スラグ微粉、石炭灰、普通ポルトランドセメントや混合セメント等の各種セメント、分散剤、収縮低減剤等を挙げることができる。その混合量はクリンカ粉砕物100重量部に対し、セメント凝結開始以降も収縮に対抗しうる有効な膨張圧を付与する観点から75重量部以下が望ましい。   The expandable admixture of the present invention produces 100 parts by weight of free quick lime and 1 to 25 parts by weight of an inorganic substance having a hardness higher than that of free quick lime, preferably 1 to 20 parts by weight, more preferably 2 to 12 parts by weight. It is a pulverized product of clinker included as a phase. The inorganic substance having a hardness higher than that of free quick lime is not particularly limited as long as it is an inorganic substance having a Mohs hardness of more than 3, and can be co-produced with free quick lime in a clinker. Any of crystalline may be sufficient. When the inorganic substance whose hardness is higher than that of free quick lime exceeds 20 parts by weight, the expansion action as the expandable admixture may be insufficient. Further, if the content of the inorganic substance having a hardness higher than that of free quick lime is less than 1 part by weight, it is difficult to prevent overcrushing of the free quick lime in the clinker. The expandable admixture of the present invention can be preferably obtained by the above production method. The expandable admixture of the present invention may be a clinker pulverized product in which an inorganic substance having a hardness lower than that of free quick lime and an inorganic substance having a hardness higher than that of free quick lime are coexisting with free quick lime. Furthermore, the expandable admixture of the present invention may be one obtained by mixing other components with the clinker pulverized product as described above as long as the effects of the present invention are not lost. Examples of components that can be mixed include gypsum, limestone fine powder, various slag fine powders such as blast furnace slag and molten slag, various cements such as coal ash, ordinary Portland cement and mixed cement, dispersants, shrinkage reducing agents, and the like. . The mixing amount is preferably 75 parts by weight or less from 100 parts by weight of the clinker pulverized product from the viewpoint of providing an effective expansion pressure that can resist shrinkage after the start of cement setting.

以下、実施例により本発明を具体的に詳しく説明する。
生石灰生成用原料として次のA又はBから選定される原料を使用した。
A;炭酸カルシウム(ブレーン比表面積;4250cm2/g、市販試薬)
B;生石灰(ブレーン比表面積;4330cm2/g、市販試薬)
Hereinafter, the present invention will be described in detail by way of examples.
The raw material selected from the following A or B was used as a raw material for quicklime production.
A: Calcium carbonate (Brain specific surface area: 4250 cm 2 / g, commercially available reagent)
B: Quicklime (Blaine specific surface area; 4330 cm 2 / g, commercially available reagent)

生石灰以外の無機物質を生成させる原料として次のC〜Fから選定される原料を使用した。
C;酸化第二鉄(ブレーン比表面積;8030cm2/g、市販試薬)
D;II型無水石膏(ブレーン比表面積;4120cm2/g、市販試薬)
E;石英粉末(ブレーン比表面積;4320cm2/g;市販試薬)
F;酸化アルミニウム粉末(ブレーン比表面積;4240cm2/g、市販試薬)
The raw material selected from the following C-F was used as a raw material which produces | generates inorganic substances other than quicklime.
C: Ferric oxide (Brain specific surface area; 8030 cm 2 / g, commercially available reagent)
D: Type II anhydrous gypsum (Brain specific surface area: 4120 cm 2 / g, commercially available reagent)
E: Quartz powder (Blaine specific surface area; 4320 cm 2 / g; commercially available reagent)
F: Aluminum oxide powder (Blaine specific surface area; 4240 cm 2 / g, commercially available reagent)

生石灰と生石灰以外の無機物質を同時に生成させる原料として次のG〜Lから選定される原料を使用した。
G;ドロマイト質石灰岩(MgO;0.3重量%、CaO;55.5重量%、SiO2;0.2重量%、Ig.loss;43.9重量%、ブレーン比表面積;4220cm2/g)
H;ドロマイト質石灰岩(MgO;1.1重量%、CaO;54.5重量%、SiO2;0.3重量%、Ig.loss;44.1重量%、ブレーン比表面積;4310cm2/g)
I;ドロマイト質石灰岩(MgO;2.8重量%、CaO;52.7重量%、SiO2;0.1重量%、Ig.loss;44.4重量%、ブレーン比表面積;4230cm2/g)
J;ドロマイト質石灰岩(MgO;5.5重量%、CaO;49.5重量%、SiO2;0.1重量%、Ig.loss;44.9重量%、ブレーン比表面積;4160cm2/g)
K;ドロマイト質石灰岩(MgO;8.2重量%、CaO;46.2重量%、SiO2;0.2重量%、Ig.loss;45.4重量%、ブレーン比表面積;4250cm2/g)
L;ドロマイト質石灰岩(MgO;13.4重量%、CaO;40.1重量%、SiO2;0.3重量%、Ig.loss;46.2重量%、ブレーン比表面積;4190cm2/g)
The raw material selected from the following GL was used as a raw material which produces | generates inorganic substances other than quicklime and quicklime simultaneously.
G: Dolomite limestone (MgO; 0.3 wt%, CaO; 55.5 wt%, SiO 2 ; 0.2 wt%, Ig. Loss; 43.9 wt%, Blaine specific surface area; 4220 cm 2 / g)
H: Dolomite limestone (MgO; 1.1 wt%, CaO; 54.5 wt%, SiO 2 ; 0.3 wt%, Ig. Loss; 44.1 wt%, Blaine specific surface area; 4310 cm 2 / g)
I: Dolomite limestone (MgO; 2.8 wt%, CaO; 52.7 wt%, SiO 2 ; 0.1 wt%, Ig. Loss; 44.4 wt%, Blaine specific surface area; 4230 cm 2 / g)
J: Dolomite limestone (MgO; 5.5% by weight; CaO; 49.5% by weight; SiO 2 ; 0.1% by weight; Ig. Loss; 44.9% by weight; specific surface area of brane; 4160 cm 2 / g)
K: Dolomite limestone (MgO; 8.2% by weight; CaO; 46.2% by weight; SiO 2 ; 0.2% by weight; Ig. Loss; 45.4% by weight; Blaine specific surface area; 4250 cm 2 / g)
L: Dolomite limestone (MgO; 13.4% by weight, CaO; 40.1% by weight, SiO 2 ; 0.3% by weight, Ig. Loss; 46.2% by weight, Blaine specific surface area; 4190 cm 2 / g)

前記原料A〜Gを表1記載の配合量となるようレディゲミキサーで乾式混合した。各混合物又はH〜Mの原料をそれぞれ加圧成形した成形物を、電気炉で表1記載の焼成温度と焼成時間で焼成し、自然放冷してクリンカーを得た。得られた各クリンカーの生成相を偏光顕微鏡、粉末X線回折及びEPMAを用いて調べた結果、何れのクリンカーも生成相は結晶相または原結晶構造を殆ど維持した固溶体であったことを確認し、生成した成分とその生成量を求めた。尚、生成した成分の量は偏光顕微鏡とEPMAによるポイントカウンター法によって測定した。また、クリンカー中に生成した遊離生石灰と他の成分との硬度の高低判定は、遊離生石灰に対し各成分を摺り合わせ、条痕が生じた方の硬度を他方より低いものと判断した。以上の結果を表2に表す。   The raw materials A to G were dry-mixed with a Redige mixer so as to obtain the blending amounts shown in Table 1. Each mixture or a molded product obtained by press-molding each of the raw materials of HM was fired in an electric furnace at the firing temperature and firing time shown in Table 1, and allowed to cool naturally to obtain a clinker. As a result of examining the generation phase of each obtained clinker using a polarizing microscope, powder X-ray diffraction and EPMA, it was confirmed that the generation phase of any clinker was a solid solution almost maintaining the crystal phase or the original crystal structure. The components produced and the amounts produced were determined. The amount of the produced component was measured by a point microscope method using a polarizing microscope and EPMA. Moreover, the high / low judgment of the hardness of the free quick lime produced | generated in the clinker and each component were rubbed against free quick lime, and the hardness in which the streak produced was judged to be lower than the other. The above results are shown in Table 2.

Figure 2005213102
Figure 2005213102

Figure 2005213102
Figure 2005213102

得られた各クリンカーは、何れも約500gを内容積2.5リットルのボールミルにφ10mmの粉砕ボール15000gと共に投入して20分間、60rpmの回転速度で粉砕し、表3に記したブレーン比表面積及び平均粒径の粉砕物を得た。(実施例1〜7及び比較例1〜5)但し、実施例8のみボールミルを使用せずにロッドミル(株式会社吉田製作所製)で20分間粉砕した。尚、粒度の測定は、レーザー回折粒度分布測定装置によった。粉砕物は、セメント(普通ポルトランドセメント、太平洋セメント株式会社製)100重量部に対し3重量部の配合となるよう、細骨材(小倉南区産砕砂(比重2.69)30重量%と壱岐郡郷ノ浦沖合海砂(比重2.59)70重量%の混合砂)300重量部及び水50重量部と共にホバートミキサに入れ、約10分間低速で混練した。この混練物から型枠を用いて4×4×16cmのモルタル供試体を作製した。約20℃の水中に7日養生させたモルタル供試体を、JIS A 1129に準じた方法に準拠した方法で、長さ変化を測定して膨張率(=供試体の長さ変化量/供試体の基長)を算出した。その結果を表3に表す。また、ポップアウトの発生有無を目視で観察した。この結果も表3に表す。   Each of the obtained clinker was put in a ball mill having an internal volume of 2.5 liters together with 15,000 g of φ10 mm pulverized balls and pulverized at a rotational speed of 60 rpm for 20 minutes. A pulverized product having an average particle diameter was obtained. (Examples 1 to 7 and Comparative Examples 1 to 5) However, only Example 8 was pulverized with a rod mill (manufactured by Yoshida Seisakusho Co., Ltd.) for 20 minutes without using a ball mill. The particle size was measured with a laser diffraction particle size distribution measuring device. The pulverized product is 30% by weight of fine aggregate (crushed sand from Kokura Minami-ku (specific gravity 2.69) 30% by weight, so that it becomes 3 parts by weight per 100 parts by weight of cement (ordinary Portland cement, Taiheiyo Cement Co., Ltd.). It was put in a Hobart mixer together with 300 parts by weight of Gungo Noura offshore sea sand (mixed sand of 70% by weight of specific gravity 2.59) and 50 parts by weight of water, and kneaded at a low speed for about 10 minutes. A 4 × 4 × 16 cm mortar specimen was prepared from the kneaded product using a mold. A mortar specimen cured in water at about 20 ° C. for 7 days was measured for a change in length by a method according to JIS A 1129, and an expansion coefficient (= length change of specimen / specimen) Base length) was calculated. The results are shown in Table 3. In addition, the presence or absence of pop-out was visually observed. The results are also shown in Table 3.

Figure 2005213102
Figure 2005213102

表3から本発明によって製造された混和材を使用したモルタルは、何れも高い膨張性を示し、収縮化に十分対抗しうる膨張性が付与されたことがわかる。一方、本発明によらない方法で製造された混和材は、粉砕条件を仔細に規定したり、粉砕後の分級や篩い分け等の粒度調整を行わない限り、過粉砕された微細粒子が存在したり、ポップアウトの原因となる粗大粒子が残存し易く、モルタル収縮に対する効果的な膨張性を付与できないか、モルタル表面の劣化が起り易いことがわかる。   From Table 3, it can be seen that the mortars using the admixture produced according to the present invention all exhibited high expansibility and were imparted with expansibility sufficient to counter shrinkage. On the other hand, the admixture produced by the method not according to the present invention contains over-pulverized fine particles unless the pulverization conditions are specified finely or the particle size adjustment such as classification and sieving after pulverization is not performed. It can be seen that coarse particles that cause pop-out are likely to remain, and that effective expansibility against mortar shrinkage cannot be imparted, or that the mortar surface tends to deteriorate.

Claims (4)

遊離生石灰100重量部と該遊離生石灰より硬度の高い無機物質1〜25重量部をクリンカ中に生成させ、次いでこのクリンカを粉砕することを特徴とする膨張性混和材の製造方法。 A method for producing an expandable admixture, characterized in that 100 parts by weight of free quick lime and 1 to 25 parts by weight of an inorganic substance having a hardness higher than that of the free quick lime are produced in the clinker and then the clinker is pulverized. 遊離生石灰と同等及び/又は遊離生石灰より硬度の低い無機物質もクリンカ中に生成させることを特徴とする請求項1記載の膨張性混和材の製造方法。 The method for producing an expandable admixture according to claim 1, wherein an inorganic substance equivalent to and / or having a lower hardness than free quick lime is also produced in the clinker. 粉砕がロッドミルを用いて行うことを特徴とする請求項1又は2記載の膨張性混和材の製造方法。 The method for producing an expandable admixture according to claim 1 or 2, wherein the pulverization is performed using a rod mill. 遊離生石灰100重量部と該遊離生石灰より硬度の高い無機物質1〜25重量部を生成相として含有してなるクリンカの粉砕物を主成分とする膨張性混和材。 An expandable admixture comprising as a main component a clinker pulverized product containing 100 parts by weight of free quick lime and 1 to 25 parts by weight of an inorganic substance having a hardness higher than that of the free quick lime as a generated phase.
JP2004022592A 2004-01-30 2004-01-30 Production method of expansive additive, and expansive additive Pending JP2005213102A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015124132A (en) * 2013-12-27 2015-07-06 太平洋マテリアル株式会社 Spray concrete and production method thereof
JP2019131433A (en) * 2018-01-31 2019-08-08 太平洋セメント株式会社 Method for producing cement composition

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015124132A (en) * 2013-12-27 2015-07-06 太平洋マテリアル株式会社 Spray concrete and production method thereof
JP2019131433A (en) * 2018-01-31 2019-08-08 太平洋セメント株式会社 Method for producing cement composition
JP7093189B2 (en) 2018-01-31 2022-06-29 太平洋セメント株式会社 Manufacturing method of cement composition

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