JP4571483B2 - Liquid expansion material - Google Patents

Liquid expansion material Download PDF

Info

Publication number
JP4571483B2
JP4571483B2 JP2004347619A JP2004347619A JP4571483B2 JP 4571483 B2 JP4571483 B2 JP 4571483B2 JP 2004347619 A JP2004347619 A JP 2004347619A JP 2004347619 A JP2004347619 A JP 2004347619A JP 4571483 B2 JP4571483 B2 JP 4571483B2
Authority
JP
Japan
Prior art keywords
weight
liquid
expansion
particles
calcium
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.)
Expired - Fee Related
Application number
JP2004347619A
Other languages
Japanese (ja)
Other versions
JP2006151772A (en
Inventor
裕 中島
高央 市村
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.)
Taiheiyo Materials Corp
Original Assignee
Taiheiyo Materials 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 Taiheiyo Materials Corp filed Critical Taiheiyo Materials Corp
Priority to JP2004347619A priority Critical patent/JP4571483B2/en
Publication of JP2006151772A publication Critical patent/JP2006151772A/en
Application granted granted Critical
Publication of JP4571483B2 publication Critical patent/JP4571483B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Description

本発明は、主に水硬性のセメント系材料に加えて硬化・乾燥時の収縮を抑制するための液状膨張材に関する。   The present invention mainly relates to a liquid expansion material for suppressing shrinkage during curing and drying, in addition to a hydraulic cement-based material.

セメントペースト、モルタル、コンクリートなどの水硬性のセメント系材料製造時に、硬化時の収縮や乾燥時の収縮を抑制するために混和される膨張材は、例えばカルシウムサルホアルミネートなどのエトリンガイト鉱物形成物質、遊離生石灰含有物質などが実用化されている。これらの膨張材は本質的には水和反応活性が高い粉体であるため、(1)調合作業時に粉塵化し易い、(2)吸湿性が非常に高く長期保存に難がある、(3)注水後に分散化し難い等の問題がある。一方、水和膨張性物質の中でも生石灰は非常に高い膨張性を有するため、セメント系材料に対し少量の混和でも高い収縮抑制効果が得られる。反面、水和反応活性も著しく高く、且つ強アルカリのため、前記(1)〜(3)の問題については他の水和膨張性物質よりも深刻である。特に、(3)の問題では注水時に混練を十分行っても、注水直後から水和反応が急激に起り、生成した水和物で粒子間が架橋されて凝集するために分散化し難く、分散不十分なモルタルやコンクリートでは表面にポップアウトと呼ばれる局所的な膨張破壊による欠陥が生じる。水和膨張性物質に特定量の水酸化カルシウムを含有させると過激な水和反応が抑制され、分散性も改善されてポップアウトが防げることが知られている。(例えば、特許文献1参照。)この場合、水酸化カルシウムの含有方法によって、以下の問題が生じる虞がある。即ち、最も簡易な生石灰系膨張物質を大気中に放置し、吸湿させて表層から水酸化物を形成させる方法では、前記(2)から水酸化カルシウム生成量のコントロールが行い難く、生産規模では膨張性能を始めとする品質の安定した膨張材を得るには適さない。また、水和膨張性粉末に水酸化カルシウム粉を添加混合する方法では、入念に混合調整を行っても注水時に水が水和膨張性粉末と直接反応すること自体は阻止できないため、凝集抑制効果は高くない。また、生石灰系膨張物質に所定量の水を添加し、水酸化カルシウムを形成させる方法では、添加水によって膨張物質からなる粉末粒子が凝集する傾向があり、これを再分散させるための処理が必要になる。液状の膨張材であれば前記(1)〜(3)のような問題は解消又は軽減される可能性があるが、少なくとも常温で液体である水和膨張性の化学物質は日常入手可能な範囲では知られていない。従って、固型の水和膨張性物質をスラリー化することで実用性のある液状膨張材を得ることになるが、その水和反応活性の高さから水系の液体は使用が甚だ難しく、膨張性の粉末物質を非水系液体でスラリー化する手法が検討されている。(例えば、特許文献2参照。)しかるに、高い水和反応活性を呈する生石灰系膨張物質を単に非水系液体でスラリー化しても、当該スラリーを混和したセメント系材料に注水すると、初期の急激な水和反応は殆ど抑制されない。このため注水以前は分散されていた膨張物質が凝集することがあり、(3)の問題に対する顕著な改善効果を得ることは困難である。この問題解消のために、従前の如く水酸化カルシウムを含有させた生石灰系膨張物質を用い、これをスラリー化しても、水酸化カルシウム含有による前述のような品質面や製造作業面での問題が残る。
特開平11−302047号公報 特開2002−226243号公報
In the production of hydraulic cement-based materials such as cement paste, mortar, concrete, etc., the expansion material that is mixed to suppress shrinkage during curing and shrinkage during drying is, for example, ettringite mineral-forming substances such as calcium sulfoaluminate, Free quicklime-containing substances have been put into practical use. Since these expansion materials are essentially powders with high hydration reaction activity, they are (1) easy to be dusted during preparation, (2) very hygroscopic and difficult to store for a long time, (3) There are problems such as difficulty in dispersion after water injection. On the other hand, quick lime, among hydrated and expansive substances, has a very high expansibility, so that a high shrinkage suppressing effect can be obtained even with a small amount of mixing with cementitious materials. On the other hand, the hydration reaction activity is remarkably high, and the problems (1) to (3) are more serious than other hydration-swelling substances because of the strong alkali. In particular, in the problem (3), even if kneading is sufficiently performed at the time of water injection, a hydration reaction occurs abruptly immediately after water injection, and the particles are crosslinked and agglomerated with the formed hydrate, so that it is difficult to disperse and dispersion is not possible. Sufficient mortar or concrete causes defects due to local expansion failure called pop-out on the surface. It is known that when a specific amount of calcium hydroxide is contained in a hydrated expansive substance, a radical hydration reaction is suppressed, dispersibility is improved, and pop-out can be prevented. (For example, refer to Patent Document 1.) In this case, the following problems may occur depending on the method of containing calcium hydroxide. That is, in the method of leaving the simplest quicklime-based expansion substance in the atmosphere and absorbing moisture to form a hydroxide from the surface layer, it is difficult to control the amount of calcium hydroxide produced from (2), and the production scale is expanded. It is not suitable for obtaining an expansion material having stable quality such as performance. In addition, in the method of adding and mixing calcium hydroxide powder to the hydrated expansive powder, even if careful mixing adjustment is performed, the direct reaction of water with the hydrated expansive powder at the time of water injection cannot be prevented. Is not expensive. In addition, in the method of adding a predetermined amount of water to the quicklime-based expansion material to form calcium hydroxide, the powder particles made of the expansion material tend to aggregate due to the added water, and a treatment for redispersing this is necessary. become. If it is a liquid expansion material, the above problems (1) to (3) may be solved or alleviated, but at least hydration-expandable chemical substances that are liquid at room temperature are in a range that can be obtained on a daily basis. Then it is not known. Therefore, it is possible to obtain a practical liquid expandable material by slurrying a solid hydrated expandable substance. However, due to its high hydration reaction activity, aqueous liquids are extremely difficult to use and expandable. A method of slurrying the powdered material with a non-aqueous liquid has been studied. (For example, refer to Patent Document 2.) However, even when a quicklime-based expansion material exhibiting high hydration reaction activity is simply slurried with a non-aqueous liquid, if water is poured into the cement-based material in which the slurry is mixed, initial rapid water is used. The sum reaction is hardly suppressed. For this reason, the expansion | swelling substance disperse | distributed before water injection may aggregate, and it is difficult to acquire the remarkable improvement effect with respect to the problem of (3). In order to solve this problem, using the quick lime-based expansion material containing calcium hydroxide as in the past, even if this is slurried, there are problems in terms of quality and manufacturing work as described above due to the calcium hydroxide content. Remain.
JP 11-302047 A JP 2002-226243 A

本発明は、前記問題点の解決を図るものであり、即ち、前記(1)〜(3)の問題を生じることなく、高い膨張性能が得られ、且つ膨張性能の変動が生じ難い液状膨張材を提供することを課題とする。   The present invention is intended to solve the above-described problems, that is, a liquid expansion material that can obtain high expansion performance without causing the problems (1) to (3), and that hardly causes fluctuations in expansion performance. It is an issue to provide.

本発明者らは、前記課題の解決のために、水和膨張性物質として、高い膨張性を有する遊離生石灰を有効成分とする粒子を用い、該粒子を水和活性が極めて乏しい水酸化カルシウムと、水酸化カルシウム及び酸化カルシウムよりも著しく溶解度が低く、セメントの凝結性を阻害することのない水酸化マグネシウムとで被覆し、当該被覆粒子をスラリー化することで、注水後の水和反応による水和物析出による粒子間架橋構造形成を阻止し、膨張性状に支障を及ぼすことなく優れた分散性が確保でき、前記(1)〜(3)の問題点も解消されることから本発明を完成するに至った。   In order to solve the above problems, the present inventors used, as a hydrated and expansive substance, particles containing free calcined lime having high expansibility as an active ingredient, and the particles were converted to calcium hydroxide having extremely poor hydration activity. , By coating with magnesium hydroxide, which has significantly lower solubility than calcium hydroxide and calcium oxide and does not hinder the setting of cement, and slurrying the coated particles, Completion of the present invention is achieved by preventing formation of a cross-linked structure between particles due to precipitation of a hydrate, ensuring excellent dispersibility without impairing expansion properties, and eliminating the problems (1) to (3). It came to do.

即ち、本発明は、遊離生石灰を有効成分とする粒子であって、表面に水酸化カルシウム(CH)と水酸化マグネシウム(MH)が重量比(MH/CH)で0.01〜0.1の被覆層を1〜10重量%有する粒子100重量部と、何れも常温で液体のアルコール、エーテル、油の1種以上からなる有機溶液30〜100重量部を含有してなる液状膨張材である。 That is, the present invention is a particle containing free quick lime as an active ingredient, and calcium hydroxide (CH) and magnesium hydroxide (MH) on the surface have a weight ratio (MH / CH) of 0.01 to 0.1. It is a liquid expansion material containing 100 parts by weight of particles having a coating layer of 1 to 10% by weight and 30 to 100 parts by weight of an organic solution composed of at least one of alcohol, ether and oil which are liquid at room temperature .

本発明によれば、分散性に著しく優れ、短時間の混合でも十分な混合効果が得られ、高い膨張性を付与できる膨張材が得られる。しかも、この膨張材は長期保存に適し、また膨張性能を始めとする性状発現のバラツキが殆ど無い。   According to the present invention, an expandable material that is remarkably excellent in dispersibility, has a sufficient mixing effect even when mixed for a short time, and can impart high expansibility. Moreover, this expandable material is suitable for long-term storage, and there is almost no variation in the expression of properties including expansion performance.

本発明の液状膨張材で使用する膨張成分は、水和膨張物質である遊離生石灰を有効成分とするもので、好ましくは酸化カルシウム又は主要生成相が遊離生石灰のクリンカ組成物である。このうちクリンカ組成物は、例えば石灰石、石膏等を原料とし、これをおよそ1000〜1600℃で焼成して得られるもので、主要生成相として遊離生石灰が存在するものならば、他の生成物は特に限定されず、例えばカルシウムシリケート、硫酸カルシウム、カルシウムアルミネート、カルシウムアルミノシリケート、カルシウムフェライト、カルシウムアルミノフェライト、アーウィン等が共存しても良い。該クリンカ組成物中の遊離生石灰含有量は好ましくは40重量%以上100重量%未満とする。40重量%未満では高い膨張発現性が得られないことがある。また、酸化カルシウム(CaO)は、高純度に精製された試薬に限らず、例えば天然石灰石を焼成するなど通常の工業的手段で得られるものも好適に使用でき、従って、通常見られ得る程度での不純物の混入は許容される。より好ましくは苦灰岩質石灰岩の焼成物のように酸化マグネシウムを概ね1〜10重量%程度含有する生石灰が良い。本発明ではこのような膨張成分に粉末粒子を用い、これを液中に分散させて液状化するため、粉砕・分級等の整粒処理を行い、平均粒径を、5〜50μmにするのが好ましい。平均粒径5μm未満ではセメントの凝結進行前に膨張力が発現され、高い膨張発現性が得られないことがあり、また50μmを超えると膨張成分が疎らな分散状態となり、また液状膨張材使用時の注水後も粒子内部に長期間に渡って未反応部分が残存し易くなるため、ポップアウト等を起こすことがある。   The expansion component used in the liquid expansion material of the present invention contains free quick lime, which is a hydrated expansion material, as an active ingredient, and is preferably calcium oxide or a clinker composition whose main product phase is free quick lime. Among these, the clinker composition is obtained, for example, by using limestone, gypsum, etc. as a raw material and calcining it at about 1000 to 1600 ° C. If free quick lime is present as the main product phase, other products are For example, calcium silicate, calcium sulfate, calcium aluminate, calcium aluminosilicate, calcium ferrite, calcium aluminoferrite, Irwin and the like may coexist. The free quicklime content in the clinker composition is preferably 40% by weight or more and less than 100% by weight. If it is less than 40% by weight, high expansion may not be obtained. Calcium oxide (CaO) is not limited to a reagent purified to a high purity. For example, calcium oxide (CaO) obtained by ordinary industrial means such as calcining natural limestone can be suitably used. The contamination of impurities is allowed. More preferably, quicklime containing approximately 1 to 10% by weight of magnesium oxide is preferable, such as a calcined calcite of dolomite. In the present invention, powder particles are used for such an expanding component, and this is dispersed in a liquid to be liquefied. Therefore, sizing and sizing treatment is performed, and the average particle size is set to 5 to 50 μm. preferable. If the average particle size is less than 5 μm, expansion force is expressed before the setting of the cement, and high expansion may not be obtained. If the average particle size exceeds 50 μm, the expansion component becomes sparsely dispersed. Since the unreacted part tends to remain in the particles for a long time even after the water is poured, pop-out or the like may occur.

本発明の液状膨張材では、水和膨張性の遊離生石灰を有効成分とする粒子を液状化に処したものであり、該粒子はその表面に水酸化カルシウム及び水酸化マグネシウムの被覆層を有するものとする。被覆層中の水酸化カルシウムと水酸化マグネシウムの量は、水酸化カルシウム(CH)と水酸化マグネシウム(MH)の重量比(MH/CH)が0.01〜0.1の関係を充当するものであれば良い。重量比(MH/CH)が0.01未満では注水後の粒子凝集抑制効果が得られず、また重量比が0.1を超えると水和膨張成分の水和反応が過度に抑制されたり、強度低下を引き起こすこともあるので好ましくない。各粒子に占める被覆層量は、好ましくは被覆層を含む粒子の約1〜10重量%とする。1重量%未満では膨張発現時期や膨張力等の膨張特性のバラツキが解消し難くなり、また10重量%を超えると相対的に水和膨張成分量が低下し、所望の膨張量が確保し難くなることもある。また、被覆層は水酸化カルシウムと水酸化マグネシウムのみからなるものが好ましいが、本発明の効果を喪失させない範囲でカルシウムとマグネシウムの水酸化物以外の成分が含まれても良く、例えば被覆層の0.5重量%程度までが炭酸カルシウム、ドロマイト、水に不活性な他の成分を含むものでも良い。
In the liquid expansion material of the present invention, particles containing hydrated and expandable free quicklime as an active ingredient are liquefied, and the particles have a coating layer of calcium hydroxide and magnesium hydroxide on the surface thereof. And The amount of calcium hydroxide and magnesium hydroxide in the coating layer is such that the weight ratio (MH / CH) of calcium hydroxide (CH) and magnesium hydroxide (MH) is 0.01 to 0.1. If it is good. If the weight ratio (MH / CH) is less than 0.01, the effect of suppressing particle aggregation after water injection cannot be obtained, and if the weight ratio exceeds 0.1, the hydration reaction of the hydrated swelling component is excessively suppressed, Since strength reduction may be caused, it is not preferable. The amount of the coating layer in each particle is preferably about 1 to 10% by weight of the particles including the coating layer. If the amount is less than 1% by weight, variations in expansion characteristics such as the onset of expansion and expansion force are difficult to eliminate, and if it exceeds 10% by weight, the amount of hydrated expansion component is relatively reduced, making it difficult to secure a desired expansion amount. Sometimes. The coating layer is preferably composed only of calcium hydroxide and magnesium hydroxide, but may contain components other than calcium and magnesium hydroxides within a range not losing the effects of the present invention. Up to about 0.5% by weight may contain calcium carbonate, dolomite, and other components inactive to water.

遊離生石灰を有効成分とする粒子に水酸化カルシウム及び水酸化マグネシウムの被覆層を形成する手段は何等限定されない。例えば、酸化カルシウム粒子に微粉の酸化マグネシウムを添加混合したものや酸化マグネシウムを約1〜10重量%含む酸化カルシウム粒子に、例えば噴霧器等を用いて水を散水しながら混合すれぱ水酸化カルシウムと水酸化マグネシウムが共存する被覆層を容易に形成することができる。このような方法では、水の散水量とカルシウムやマグネシウムの水酸化物の生成量は、およそ10重量%までの水酸化物の生成までは、概ね比例関係が認められることから、望ましくは遊離生石灰を有効成分とする粒子の1〜10重量%が水酸化物となるよう水の散水量を適宜定めれば良い。   A means for forming a coating layer of calcium hydroxide and magnesium hydroxide on particles containing free quick lime as an active ingredient is not limited. For example, calcium hydroxide particles mixed with calcium oxide particles mixed with calcium oxide particles or calcium oxide particles containing about 1 to 10% by weight of magnesium oxide while sprinkling water using a sprayer or the like are mixed. A coating layer in which magnesium oxide coexists can be easily formed. In such a method, the amount of water sprinkled and the amount of calcium or magnesium hydroxide produced are generally proportional to the amount of hydroxide produced up to about 10% by weight. What is necessary is just to determine the amount of water sprinkling suitably so that 1-10 weight% of the particle | grains which use as an active ingredient may become a hydroxide.

また、被覆処理した水和膨張成分を液状化するために使用する有機液は、実質的に酸化カルシウムに不活性なもので、少なくとも常温で液体であれば特に限定されない。実質的に酸化カルシウムに不活性とは、必ずしも完全に不活性である必要は無く、酸化カルシウムに対する反応作用が極めて緩慢であり、例えば常温で1ヶ月共存させても変質又は反応に供する酸化カルシウムがおよそ1重量%未満であるものを挙げることができる。望ましくは極力水分を含まないものが良い。本発明で使用可能な有機液を例示すると、常温で液体のアルコール、エーテル、油、等を挙げることができる。好ましくは、低級アルコールのアルキレンオキサイド付加物や油が膨張力が損失無く発現できるので良い。   Further, the organic liquid used for liquefying the hydrated and expanded component subjected to the coating treatment is not particularly limited as long as it is substantially inert to calcium oxide and is liquid at least at room temperature. Substantially inactive to calcium oxide does not necessarily need to be completely inactive, and the reaction action on calcium oxide is extremely slow. For example, calcium oxide used for alteration or reaction even if it coexists for one month at room temperature. Mention may be made of less than about 1% by weight. Desirably, it contains as little water as possible. Examples of organic liquids that can be used in the present invention include alcohols, ethers, oils, and the like that are liquid at room temperature. Preferably, an alkylene oxide adduct or oil of lower alcohol can be expressed without loss of expansion force.

該有機液の使用量は遊離生石灰を有効成分とする被覆粒子100重量部に対し、30〜100重量部とする。有機液30重量部未満では十分流動性のある液状とならない可能性があるので好ましくなく、100重量部を超える有機液量では固液分離を起こすことがあり、セメント系組成物へ混和時の分散性が低下したり、有機液分過多となって凝結や強度発現性に支障を及ぼすことがあるので好ましくない。また、水和膨張成分を液状化の方法は、前記量の遊離生石灰を有効成分とする被覆粒子と有機液を、例えばパン型、二軸強制練り等の、ミキサで適宜混合すれば良い。   The amount of the organic liquid used is 30 to 100 parts by weight with respect to 100 parts by weight of the coated particles containing free quick lime as an active ingredient. If it is less than 30 parts by weight of the organic liquid, it may not be a sufficiently fluid liquid, which is not preferable. If the amount of the organic liquid exceeds 100 parts by weight, solid-liquid separation may occur, and dispersion in the cementitious composition may occur. This is not preferable because the organic properties may deteriorate or the organic liquid may become excessive, which may impair the condensation and strength development. In addition, as a method for liquefying the hydrated expansion component, the coated particles containing the above-mentioned amount of free quicklime as an active ingredient and the organic liquid may be appropriately mixed with a mixer such as a pan type or biaxial forced kneading.

また、本発明の液状膨張材は、本発明の効果に支障を及ぼさない範囲で、セメント、モルタル、コンクリートに使用できる他の混和剤・材を含むものであっても良い。このような混和剤・材としては、例えば何れも非含水又は生石灰との反応活性が著しく低い分散剤類、消泡剤、空気連行剤、収縮低減剤等を挙げることができる。   The liquid expandable material of the present invention may contain other admixtures / materials that can be used for cement, mortar, and concrete as long as the effects of the present invention are not affected. Examples of such admixtures / materials include dispersants, antifoaming agents, air entraining agents, shrinkage reducing agents and the like, all of which are non-hydrated or have extremely low reaction activity with quicklime.

また、本発明の液状膨張材の使用方法は特に制限されるものではなく、モルタルやコンクリートに使用されている粉体状の膨張材と概ね同様に、セメントペースト、モルタル、コンクリート等に混和使用できる。混和量は任意に定めることができるが、好ましくはセメント100重量部あたり、液状膨張材として3〜15重量部程度が推奨される。   In addition, the method of using the liquid expandable material of the present invention is not particularly limited, and can be mixed and used in cement paste, mortar, concrete, etc. in substantially the same manner as powdered expandable materials used in mortar and concrete. . The mixing amount can be arbitrarily determined, but preferably about 3 to 15 parts by weight as a liquid expansion material per 100 parts by weight of cement is recommended.

[水和膨張性粒子の調整]
北海道上磯産石灰岩を約1100℃で電気炉焼成し、自然放冷した後ロッドミルでブレーン比表面積35002±200cm2/gに粉砕した。放冷〜粉砕は湿度10%以下の環境下で行った。焼成後の粉砕粒の化学分析値を表1に表す。該分析値より粉砕粒は2.5重量%の酸化マグネシウムを含み、残部は実質酸化カルシウムと見なせることが確認された。
[Adjustment of hydrated expandable particles]
The limestone produced in Kamiiso, Hokkaido was baked in an electric furnace at about 1100 ° C., allowed to cool naturally, and then crushed to a specific surface area of 35002 ± 200 cm 2 / g by a rod mill. The cooling and pulverization were performed in an environment with a humidity of 10% or less. Table 1 shows chemical analysis values of the pulverized grains after firing. From the analysis value, it was confirmed that the pulverized grains contained 2.5% by weight of magnesium oxide, and the remainder could be regarded as substantial calcium oxide.

Figure 0004571483
Figure 0004571483

得られた酸化カルシウム粉砕粒50kgをレーディゲミキサに移し、蒸留水を蓄圧式噴霧器を用いて噴霧添加しながら約2分間混合を行った。蒸留水の噴霧添加量は混合物100重量部に対し、0、0.3、1.0、2.0重量部の何れかで行い、表2に表す。蒸留水添加混合後の粒子は30日間デシケーター中に放置した。放置後の粒子を熱重量分析で定量分析した結果、新たに水酸化マグネシウム(MH)と水酸化カルシウム(CH)が生成されていることが確認され、粒子中に占める水酸化物の生成割合と水酸化マグネシウムと水酸化カルシウムの生成量比(MH/CH)は表2に表す値となった。尚、参考のため酸化マグネシウムを含まない酸化カルシウム粒子(市販試薬、純度99.9%)についても前記と同様の蒸留水噴霧添加処理を行って、水酸化カルシウムで被覆した酸化カルシウム粒子(A0)を得た。   50 kg of the obtained calcium oxide pulverized particles were transferred to a Laedige mixer and mixed for about 2 minutes while adding distilled water by spraying using an accumulator. The amount of distilled water spray added is 0, 0.3, 1.0, or 2.0 parts by weight with respect to 100 parts by weight of the mixture, and is shown in Table 2. The particles after mixing with distilled water were left in a desiccator for 30 days. As a result of quantitative analysis of the particles after standing by thermogravimetric analysis, it was confirmed that magnesium hydroxide (MH) and calcium hydroxide (CH) were newly generated, and the generation ratio of hydroxide in the particles and The production ratio (MH / CH) between magnesium hydroxide and calcium hydroxide was the value shown in Table 2. For reference, calcium oxide particles not containing magnesium oxide (commercially available reagent, purity 99.9%) were subjected to the same spraying treatment with distilled water as described above, and were coated with calcium hydroxide (A0). Got.

Figure 0004571483
Figure 0004571483

[液状混和材の作製]
以下に記す液体(B1〜B8)5.0kgを容量18リットルのベール缶に入れ、表1記載の粒子(A1〜A4及びA0)を粒子100重量部に対する液体の重量が表3に表す配合となるようベール缶中の液体に約30秒間かけて投入し、次いで5分間ハンドミキサーで撹拌し、液状混和材(C1〜C10及びC11〜C15)を作製した。また、液体に加えていない乾粉状の混和材(C16)も参考のため作製した。尚、液状混和材作製時の温度は何れも20±1℃とした。
B1;大豆油(市販品、水分含有率0%)
B2;低級アルコールのアルキレンオキサイド付加物(太平洋マテリアル株式会社製テトラガードAS20、水分含有率0%)
B3;菜種油(市販品、水分含有率0%)
B4;オレイン酸(市販試薬、水分含有率0%)
B5;リノール酸(市販試薬、水分含有率0%)
B6;大豆油とパーム油の等重量混合油(市販品、水分含有率0%)
B7;水道水
[Production of liquid admixture]
A liquid (B1 to B8) 5.0 kg described below is put into a 18-liter bale can, and the particles (A1 to A4 and A0) shown in Table 1 are mixed in a weight ratio of 100 parts by weight of the liquid as shown in Table 3. It poured into the liquid in a bale can over about 30 seconds, and then stirred for 5 minutes with a hand mixer to prepare liquid admixtures (C1 to C10 and C11 to C15). A dry powder admixture (C16) not added to the liquid was also prepared for reference. The temperature at the time of preparing the liquid admixture was 20 ± 1 ° C.
B1; soybean oil (commercially available, moisture content 0%)
B2: alkylene oxide adduct of lower alcohol (Tetragard AS20 manufactured by Taiheiyo Materials Co., Ltd., moisture content 0%)
B3; rapeseed oil (commercial product, moisture content 0%)
B4; oleic acid (commercially available reagent, water content 0%)
B5: Linoleic acid (commercially available reagent, water content 0%)
B6: Equal weight mixed oil of soybean oil and palm oil (commercial product, moisture content 0%)
B7: Tap water

Figure 0004571483
Figure 0004571483

[液状混和材の評価]
細骨材(小倉南区産砕砂と壱岐郡郷ノ浦海砂を3:7の重量比で混合したもの)300重量部、普通ポルトランドセメント(太平洋マテリアル株式会社製)100重量部及び水50重量部からなる配合のベースモルタルに、前記作製の液状混和材(C1〜C15)を8重量部又は乾粉状の混和材(C16)を5重量部を加え、総量約1リットルとしたものをホバートミキサで低速混合した。混合時間は0.5〜10分の範囲で表3に記す時間を設定した。混合物は直ちに内寸4×4×16cmの型枠に流し込み、16時間後に脱型しモルタル組成物からなる供試体を作製した。脱型直後の供試体の形状寸法を初期長さとして測定し、該供試体を7日間20℃で水中養生した後、再度同一箇所の長さを測定した。初期長さと水中養生後の長さから使用液状混和材毎の供試体の膨張率を算出した。又、膨張量のバラツキ(変動)は使用液状混和材毎に15個の供試体を作製し、その膨張率の標準偏差;Eと平均値;Sの比;R(=E/S)より変動率;M(=100×R)を算出し、この値を以て変動し難さを評価した。即ち、Mの値が小さい程、バラツキが少ないと評価される。(M=0ならバラツキ発生皆無。)
[Evaluation of liquid admixture]
From 300 parts by weight of fine aggregate (mixed crushed sand from Kokura Minami Ward and Noura sea sand in Iki-gungo at a weight ratio of 3: 7), 100 parts by weight of ordinary Portland cement (manufactured by Taiheiyo Material Co., Ltd.) and 50 parts by weight of water Add 8 parts by weight of the liquid admixture (C1 to C15) prepared above or 5 parts by weight of the admixture of dry powder (C16) to the base mortar having the above composition to make a total amount of about 1 liter with a Hobart mixer. Slow mixing. The mixing time was set to the time shown in Table 3 in the range of 0.5 to 10 minutes. The mixture was immediately poured into a mold having an inner size of 4 × 4 × 16 cm, and demolded after 16 hours to prepare a specimen comprising a mortar composition. The shape dimension of the specimen immediately after demolding was measured as the initial length, the specimen was cured in water at 20 ° C. for 7 days, and then the length of the same part was measured again. The expansion coefficient of the specimen for each liquid admixture used was calculated from the initial length and the length after curing in water. Also, the variation (variation) in the amount of expansion varies from the standard deviation of the expansion rate; the average value of E; the ratio of S; R (= E / S) for each liquid admixture used Rate: M (= 100 × R) was calculated, and the difficulty of fluctuation was evaluated with this value. That is, it is evaluated that the smaller the value of M, the smaller the variation. (If M = 0, there is no variation.)

Figure 0004571483
Figure 0004571483

表4より、本発明の液状膨張材(C1〜C10)を用いた供試体(D1〜D11)は本発明外の混和材(C11〜C15)を使用した供試体(D21〜D25)と比べ何れも膨張量が大きく、本発明の液状混和材により高い膨張性能を的確に発現できたことがわかる。また、従来の粉末状の膨張材(C16)を混和させた場合(D26とD27)と比べ、膨張量のバラツキが著しく低減されていることがわかる。しかも、ベースモルタルへの分散性に著しく優れ、粉末状の膨張材を混和使用した場合よりも短時間の混合で十分な混合効果が得られる。   From Table 4, the specimens (D1 to D11) using the liquid expansion material (C1 to C10) of the present invention are compared with the specimens (D21 to D25) using the admixture (C11 to C15) outside the present invention. It can be seen that the amount of expansion was large, and the liquid admixture of the present invention could exhibit high expansion performance accurately. It can also be seen that the variation in the amount of expansion is remarkably reduced as compared with the case where the conventional powdery expansion material (C16) is mixed (D26 and D27). In addition, the dispersibility in the base mortar is remarkably excellent, and a sufficient mixing effect can be obtained by mixing in a shorter time than when a powdery expansion material is mixed and used.

Claims (1)

遊離生石灰を有効成分とする粒子であって、表面に水酸化カルシウム(CH)と水酸化マグネシウム(MH)が重量比(MH/CH)で0.01〜0.1の被覆層を1〜10重量%有する粒子100重量部と、何れも常温で液体のアルコール、エーテル、油の1種以上からなる有機溶液30〜100重量部を含有してなる液状膨張材。 Particles containing free quick lime as an active ingredient, and a coating layer of calcium hydroxide (CH) and magnesium hydroxide (MH) having a weight ratio (MH / CH) of 0.01 to 0.1 on the surface is 1 to 10 A liquid expansion material comprising 100 parts by weight of particles having 100 % by weight and 30 to 100 parts by weight of an organic solution composed of at least one of alcohol, ether and oil which are liquid at room temperature .
JP2004347619A 2004-11-30 2004-11-30 Liquid expansion material Expired - Fee Related JP4571483B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004347619A JP4571483B2 (en) 2004-11-30 2004-11-30 Liquid expansion material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004347619A JP4571483B2 (en) 2004-11-30 2004-11-30 Liquid expansion material

Publications (2)

Publication Number Publication Date
JP2006151772A JP2006151772A (en) 2006-06-15
JP4571483B2 true JP4571483B2 (en) 2010-10-27

Family

ID=36630507

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004347619A Expired - Fee Related JP4571483B2 (en) 2004-11-30 2004-11-30 Liquid expansion material

Country Status (1)

Country Link
JP (1) JP4571483B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104671690B (en) * 2015-02-05 2017-09-26 江苏苏博特新材料股份有限公司 A kind of modified oxidized calcium class expansive clinker, its preparation method and its application
JP6846581B2 (en) * 2017-03-03 2021-03-24 サンノプコ株式会社 Viscosity modifier for cement composition and cement composition
CN110963744B (en) * 2019-12-16 2021-09-03 湖北工业大学 Liquid expanding agent capable of expanding step by step and preparation method thereof
CN111943549A (en) * 2020-07-21 2020-11-17 北京水木佳维科技有限公司 Magnesium oxide composite expanding agent and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5493020A (en) * 1977-09-19 1979-07-23 Raychem Corp Lime containing particulate composition* cement composition containing same and method of making same
JP2002348158A (en) * 2001-05-31 2002-12-04 Denki Kagaku Kogyo Kk Cement admixture and cement composition
JP2003012351A (en) * 2001-06-26 2003-01-15 Denki Kagaku Kogyo Kk Cement additive and cement composition

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5493020A (en) * 1977-09-19 1979-07-23 Raychem Corp Lime containing particulate composition* cement composition containing same and method of making same
JP2002348158A (en) * 2001-05-31 2002-12-04 Denki Kagaku Kogyo Kk Cement admixture and cement composition
JP2003012351A (en) * 2001-06-26 2003-01-15 Denki Kagaku Kogyo Kk Cement additive and cement composition

Also Published As

Publication number Publication date
JP2006151772A (en) 2006-06-15

Similar Documents

Publication Publication Date Title
US5484480A (en) Use of alumina clay with cement fly ash mixtures
EP2658823B1 (en) Lightweight fly ash based composition
AU2014359207B2 (en) Binder composition for improved mortars and coatings
KR20010034109A (en) Process for producing dispersant for powdery hydraulic composition
EP2367770B1 (en) Powder to reduce shrinkage of minerally binding materials
GB2522758A (en) Binder composition for light mortars, concretes and coatings with plant or bio-sourced aggregates
AU2016214592B2 (en) Liquid coloring suspension and colored cementitious composition
EP3868730A1 (en) Accelerator for mineral binder compositions
JP2005139060A (en) Setting accelerator for cement
EP2878585A1 (en) Method for the manufacturing of cementitious C-S-H seeds
KR20180009261A (en) Mixture of early strength for cement concrete including slag and manufacturing method of the same
CA2685768C (en) Gypsum based compositions
JP4571483B2 (en) Liquid expansion material
JP6096039B2 (en) Quick set
KR102261404B1 (en) Composition for cementious floor high strength mortar
JP6289897B2 (en) Swelling composition and hydraulic composition
JP7257278B2 (en) EXPANSION COMPOSITION FOR CEMENT AND CEMENT COMPOSITION
KR20230067760A (en) Nanoparticle for revealing concrete early strength, concrete-forming composition comprising same and method of preparing same
JP6436968B2 (en) Quickly suspendable powdery composition
JP2017165627A (en) Cement admixture and concrete using the same
JP2021187730A (en) Binding material suitable for extrusion molding 3d printing and having fresh properties and mechanical properties
JP4559090B2 (en) Expandable admixture and method for producing the same
JP6682309B2 (en) Grout composition
JP6300365B2 (en) Underwater inseparable fast-hardening concrete and method for producing the same
KR20180088773A (en) Mixture of early strength for cement concrete including calcium compound and manufacturing method of the same

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20071119

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100512

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100518

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100715

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100805

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100812

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130820

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4571483

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees