JP3496782B2 - Cement admixture, cement composition, and grout material - Google Patents

Cement admixture, cement composition, and grout material

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Publication number
JP3496782B2
JP3496782B2 JP13507295A JP13507295A JP3496782B2 JP 3496782 B2 JP3496782 B2 JP 3496782B2 JP 13507295 A JP13507295 A JP 13507295A JP 13507295 A JP13507295 A JP 13507295A JP 3496782 B2 JP3496782 B2 JP 3496782B2
Authority
JP
Japan
Prior art keywords
cement
weight
parts
admixture
substance
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
JP13507295A
Other languages
Japanese (ja)
Other versions
JPH08333145A (en
Inventor
実 盛岡
一裕 相沢
直孝 近藤
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP13507295A priority Critical patent/JP3496782B2/en
Publication of JPH08333145A publication Critical patent/JPH08333145A/en
Application granted granted Critical
Publication of JP3496782B2 publication Critical patent/JP3496782B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/70Grouts, e.g. injection mixtures for cables for prestressed concrete

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、主に、土木・建築分野
において使用されるセメント混和材、セメント組成物、
及びグラウト材料に関する。
TECHNICAL FIELD The present invention mainly relates to a cement admixture, a cement composition, used in the field of civil engineering / construction,
And grout material.

【0002】[0002]

【従来技術とその課題】土木・建築分野において、形状
が複雑な大型コンクリート構造物を構築する場合、一度
にこのコンクリート構造物を完成することは不可能であ
り、部分的に構築し、最終的に、コンクリート構造物の
各部分を組み立て、あるいは、接合等して完成させなけ
ればならない状況である。しかしながら、この方法で
は、完全なコンクリート構造物の一体化は図れず、部分
間に空隙が生じてしまう課題があった。
2. Description of the Related Art In the field of civil engineering and construction, when constructing a large-scale concrete structure having a complicated shape, it is impossible to complete this concrete structure at once, In addition, each part of the concrete structure must be assembled or joined to complete the work. However, this method has a problem that a complete concrete structure cannot be integrated and a void is generated between the parts.

【0003】そこで、コンクリート構造物の一体化を図
る目的で、流動性が良好なグラウト材を注入するグラウ
ト工法が一般的に行われている。
Therefore, for the purpose of integrating the concrete structure, a grout method of injecting a grout material having good fluidity is generally performed.

【0004】このグラウト材の要求物性としては、無
収縮であること、流動性が良好であり、その保持性が
優れていること、ブリージングがないこと等が挙げら
れるが、本来のグラウト材の目的は構造物の一体化を図
ることである。この目的を達成するために最も障害とな
るのが、未硬化グラウト組成物の初期収縮である。
Physical properties required for this grout material include no shrinkage, good fluidity, excellent retention, and no bleeding, but the original purpose of the grout material is Is to integrate the structure. The most impediment to achieving this goal is the initial shrinkage of the uncured grout composition.

【0005】従来、このような初期収縮を防止する方法
として流動コークスを主成分とするグラウト組成物が提
案された(特開平3-199285号公報)。しかしながら、この
グラウト組成物を使用した場合、中期から長期の寸法変
化が不安定になるという課題があった。
Conventionally, as a method for preventing such initial shrinkage, a grout composition containing fluid coke as a main component has been proposed (JP-A-3-199285). However, when this grout composition is used, there has been a problem that dimensional change becomes unstable in the middle to long term.

【0006】本発明者は、前記課題を解決すべく、種々
努力を重ねた結果、特定のグラウト用セメント混和材を
使用することにより、前記課題が解決できる知見を得て
本発明を完成するに至った。
The present inventors have made various efforts to solve the above problems, and as a result, by using a specific cement admixture for grout, they have obtained the knowledge that the above problems can be solved and completed the present invention. I arrived.

【0007】[0007]

【課題を解決するための手段】即ち、本発明は、セメン
ト膨張材、流動化剤、及び炭素質物質を含有してなり、
セメント膨張材が、セメント膨張材、流動化剤、及び炭
素質物質からなるセメント混和材 100 重量部中、 10 80
重量部であるセメント混和材であり、セメントと該セメ
ント混和材を含有してなるセメント組成物であり、該セ
メント組成物を含有してなるグラウト材料である。
A resolution means for] That is, the present invention provides a cement expansive agent, fluidizing agents, and Ri name contains a carbonaceous material,
Cement expansion material is cement expansion material, superplasticizer, and charcoal
10 to 80 in 100 parts by weight of cement admixture consisting of elementary substances
A cement admixture, which is part by weight, is a cement composition containing cement and the cement admixture, and is a grout material containing the cement composition.

【0008】以下、本発明をさらに詳しく説明する。The present invention will be described in more detail below.

【0009】本発明で使用するセメント膨張材(以下膨
張物質という)は特に限定されるものではなく、例え
ば、カルシウムサルホアルミネート系膨張材や石灰系膨
張材などの使用が可能である。膨張物質の原料は、純度
やコストにより、任意に選択されうるものであり、特に
限定されるものではないが、例えば、CaO原料として、
石灰石や消石灰などのCaCO3質やCa(OH)2質などが、Al2O
3原料として、ボーキサイトやアルミ残灰などが、ま
た、CaSO4原料として、無水セッコウ、半水セッコウ、
及び二水セッコウ等が挙げられる。また、原料中に存在
するSiO2、Fe2O3、CaF2、MgO、及びTiO2等の不純物は、
本発明の目的を実質的に阻害しない範囲では特に限定さ
れるものではない。膨張物質はこれら原料を熱処理する
ことにより得ることができる。熱処理時の熱処理温度は
特に限定されるものではないが、通常、熱処理温度は1,
100〜1,600℃程度が好ましい。原料の混合方法は特に限
定されるものではなく、通常の方法が可能である。膨張
物質を製造する熱処理方法としては特に限定されるもの
ではなく、例えば、ロータリーキルンによる焼成や、電
炉による溶融などのいずれの方法も可能である。膨張物
質の粉末度は、ブレーン値で4,000cm2/g以上が好まし
く、6,000cm2/g以上がより好ましい。粉末度が4,000cm2
/g未満では十分なブリージング抑制効果や長期的な寸法
安定性が得られない場合がある。膨張物質の使用量は、
膨張物質と、後述の流動化剤や炭素質物質からなるセメ
ント混和材(以下混和材という)100重量部中、20〜80重
量部が好ましく、40〜60重量部がより好ましい。20重量
部未満ではブリージングや材料分離を生じる場合があ
り、80重量部を超えると未硬化のセメント組成物の収縮
が大きくなる場合がある。
The cement expansive material (hereinafter referred to as expansive substance) used in the present invention is not particularly limited, and for example, calcium sulfaluminate-based expansive material or lime-based expansive material can be used. The raw material of the expansive substance, depending on the purity and cost, can be arbitrarily selected, and is not particularly limited, for example, as a CaO raw material,
CaCO 3 substances such as limestone and slaked lime and Ca (OH) 2 substances are Al 2 O
As raw materials, bauxite, aluminum residual ash, etc., and as CaSO 4 raw materials, anhydrous gypsum, half-water gypsum,
And gypsum dihydrate and the like. In addition, impurities such as SiO 2 , Fe 2 O 3 , CaF 2 , MgO, and TiO 2 existing in the raw material are
There is no particular limitation as long as the object of the present invention is not substantially impaired. The expansive substance can be obtained by heat-treating these raw materials. The heat treatment temperature during the heat treatment is not particularly limited, but the heat treatment temperature is usually 1.
It is preferably 100 to 1,600 ° C. The method of mixing the raw materials is not particularly limited, and an ordinary method can be used. The heat treatment method for producing the expanded substance is not particularly limited, and for example, any method such as firing with a rotary kiln or melting with an electric furnace is possible. Fineness of inflation material is preferably 4,000 cm 2 / g or more in Blaine value, 6,000 2 / g or more is more preferable. Fineness of 4,000 cm 2
If it is less than / g, sufficient breathing suppressing effect and long-term dimensional stability may not be obtained. The amount of expansion material used is
20 to 80 parts by weight is preferable, and 40 to 60 parts by weight is more preferable, in 100 parts by weight of the cement admixture (hereinafter referred to as admixture) composed of the expansive substance and the fluidizing agent or carbonaceous substance described below. If it is less than 20 parts by weight, breathing or material separation may occur, and if it exceeds 80 parts by weight, shrinkage of the uncured cement composition may increase.

【0010】本発明で使用する流動化剤としては、ポリ
アルキルアリルスルホン酸塩の縮合物(以下PASとい
う)、ナフタレンスルホン酸塩の縮合物(以下NSとい
う)、ポリカルボン酸塩(以下PCという)、及びデキス
トリン(以下DXという)等が挙げられる。流動化剤は、
粉末状、液状いずれも使用が可能であるが、施工時に混
合や混練が簡素化できる面から粉末状の流動化剤の使用
が好ましい。具体的には、PASとして第一工業製薬社
製商品名「セルフロー」や出光石油化学社製商品名「IP
C」などが挙げられ、NSとして花王社製商品名「マイテ
ィー」や三洋化成工業社製商品名「三洋レベロンP」など
が挙げられる。また、PCとしては、三菱化成社製商品
名「クインフロー」等が挙げられる。さらにDXとは、デ
ンプンを酸とともに加熱分解し冷水可溶としたものをい
い、別名ばい焼デキストリンとも呼ばれるものである。
これらの流動化剤は全て粉末状で使用することができ、
本発明ではこれらのうちの一種又は二種以上を使用する
ことが可能である。流動化剤の使用量は、使用する流動
化剤の種類によって変化し、一義的には決定することが
できないが、通常、膨張物質、流動化剤、及び炭素質物
質からなるセメント混和材100重量部中、0.5〜13重量部
が好ましい。流動化剤の使用量が0.5重量部未満では流
動性が十分に得られない場合があり、13重量部を越えて
使用すると強度発現性が悪くなる場合がある。
As the fluidizing agent used in the present invention, a condensate of polyalkylallyl sulfonate (hereinafter referred to as PAS), a condensate of naphthalene sulfonate (hereinafter referred to as NS), a polycarboxylic acid salt (hereinafter referred to as PC) ), And dextrin (hereinafter referred to as DX) and the like. The fluidizing agent is
Although both powder and liquid can be used, it is preferable to use the powdered fluidizing agent from the viewpoint that mixing and kneading can be simplified at the time of construction. Specifically, as PAS, the trade name "Cell Flow" manufactured by Daiichi Kogyo Seiyaku Co., Ltd. and the trade name "IP" manufactured by Idemitsu Petrochemical Co., Ltd.
Examples of NS include the product name "Mighty" manufactured by Kao Corporation and the product name "Sanyo Revelon P" manufactured by Sanyo Chemical Industries. Further, examples of the PC include a product name “Quinflow” manufactured by Mitsubishi Kasei Co., Ltd. Furthermore, DX refers to starch that has been decomposed by heating with an acid to make it soluble in cold water, and is also known as roasted dextrin.
All these fluidizers can be used in powder form,
In the present invention, it is possible to use one or more of these. The amount of the superplasticizer varies depending on the type of the superplasticizer used and cannot be uniquely determined, but usually 100% by weight of the cement admixture composed of an expanding substance, a superplasticizer, and a carbonaceous substance. Of these, 0.5 to 13 parts by weight is preferable. If the amount of the fluidizing agent used is less than 0.5 part by weight, sufficient fluidity may not be obtained, and if it exceeds 13 parts by weight, the strength development may deteriorate.

【0011】本発明で使用する炭素質物質は特に限定さ
れるものではなく、例えば、フリュードコークス、石油
コークス、石炭コークス、無煙炭、及びカーボンブラッ
ク等が挙げられ、これらのうちの一種又は二種以上が使
用可能である。炭素質物質の粒度は、平均粒径100μm
以下が好ましく、50μm以下がより好ましい。炭素質物
質の平均粒径が100μmを越えると本発明の効果が十分
に発揮されない場合がある。また、炭素質物質の水分量
は、炭素質物質が含有する水の量であり、水分量が少な
いほど、未硬化時の膨張量が大きい。具体的には、3重
量%未満が好ましく、1重量%以下がより好ましい。炭
素質物質の水分量が3重量%以上では本発明の効果が十
分に発揮されない場合がある。炭素質物質の使用量は、
混和材100重量部中、20〜80重量部が好ましく、40〜60
重量部がより好ましい。20重量部未満では未硬化セメン
ト組成物の初期の膨張効果が十分ではなく、80重量部を
越えるとブリージングや材料分離を生じやすくなる場合
がある。
The carbonaceous material used in the present invention is not particularly limited, and examples thereof include flue coke, petroleum coke, coal coke, anthracite, and carbon black, and one or more of these are used. Can be used. The carbonaceous material has an average particle size of 100 μm.
The following is preferable, and 50 μm or less is more preferable. If the average particle size of the carbonaceous material exceeds 100 μm, the effects of the present invention may not be sufficiently exhibited. The water content of the carbonaceous material is the amount of water contained in the carbonaceous material, and the smaller the water content, the larger the expansion amount when uncured. Specifically, it is preferably less than 3% by weight, more preferably 1% by weight or less. If the water content of the carbonaceous substance is 3% by weight or more, the effects of the present invention may not be sufficiently exhibited. The amount of carbonaceous material used is
In 100 parts by weight of the admixture, 20-80 parts by weight is preferable, 40-60
More preferably parts by weight. If it is less than 20 parts by weight, the initial expansion effect of the uncured cement composition is not sufficient, and if it exceeds 80 parts by weight, breathing or material separation may be likely to occur.

【0012】本発明の混和材の使用量は使用する目的に
より異なるが、通常セメントと混和材からなるセメント
組成物(以下組成物という)100重量部中、3〜15重量部
が好ましく、5〜12重量部がより好ましい。3重量部未
満では十分な寸法安定性が得られない場合があり、15重
量部を越えると過膨張する場合がある。
The amount of the admixture used in the present invention varies depending on the purpose of use, but is usually 3 to 15 parts by weight, preferably 5 to 100 parts by weight of a cement composition (hereinafter referred to as composition) consisting of cement and the admixture. 12 parts by weight is more preferred. If it is less than 3 parts by weight, sufficient dimensional stability may not be obtained, and if it exceeds 15 parts by weight, it may overexpand.

【0013】ここでセメントとしては、普通、早強、超
早強、及び中庸熱等の各種ポルトランドセメント、これ
らポルトランドセメントにポゾラン物質を混合した各種
混合セメント、並びに、アルミナセメント等が挙げられ
る。
Examples of the cement include various types of portland cements such as normal, early strength, ultrafast strength, and moderate heat, various mixed cements obtained by mixing these portland cements with a pozzolanic substance, and alumina cement.

【0014】本発明のセメント混和材やセメント組成物
の混合方法は、それぞれの材料を施工時に混合してもよ
いし、あらかじめ一部を、あるいは全部を混合しておい
ても差し支えない。本発明のセメント組成物と水とを含
有するセメント混練物を製造する際に使用する混合装置
としては、既存のいかなる撹拌装置も使用可能であり、
例えば、傾胴ミキサー、オムニミキサー、V型ミキサ
ー、ヘンシェルミキサー、及びナウターミキサー等が使
用可能である。
In the method for mixing the cement admixture and the cement composition of the present invention, the respective materials may be mixed at the time of construction, or part or all of them may be mixed in advance. As a mixing device used when producing a cement kneaded product containing the cement composition and water of the present invention, any existing stirring device can be used,
For example, a tilting barrel mixer, an omni mixer, a V-type mixer, a Henschel mixer, a Nauta mixer and the like can be used.

【0015】本発明では、組成物の他に、アルミ粉や鉄
粉などの金属粉、凝結調整剤、AE剤、AE減水剤、高
性能AE減水剤、増粘剤、砂や砂利などの骨材、セメン
ト急硬材、防錆剤、防凍剤、高分子エマルジョン、ベン
トナイトやモンモリロナイトなどの粘土鉱物、ゼオライ
ト、ハイドロタルサイト、及びハイドロカルマイト等の
イオン交換体、硫酸アルミニウムや硫酸ナトリウムなど
の無機硫酸塩、無機リン酸塩、並びに、ホウ酸等のうち
の一種又は二種以上を本発明の目的を実質的に阻害しな
い範囲で併用することが可能である。
In the present invention, in addition to the composition, metal powder such as aluminum powder and iron powder, setting regulator, AE agent, AE water reducing agent, high performance AE water reducing agent, thickener, bone such as sand and gravel Materials, cement rapid hardening materials, rust preventives, antifreeze agents, polymer emulsions, clay minerals such as bentonite and montmorillonite, ion exchangers such as zeolite, hydrotalcite, and hydrocalumite, inorganics such as aluminum sulfate and sodium sulfate One or more of sulfates, inorganic phosphates, boric acid and the like can be used together within a range that does not substantially impair the object of the present invention.

【0016】[0016]

【実施例】以下、実施例により本発明を詳細に説明す
る。
The present invention will be described in detail below with reference to examples.

【0017】実施例1 流動化剤A10重量部に、表1に示す膨張物質と炭素質物
質aからなる混和材を調製した。調製した混和材を、組
成物100重量部中、9重量部使用し、さらに、砂100重量
部と水35重量部とを混合してモルタルを作製した。作製
したモルタルのブリージングの有無を観察し、J14ロー
ト値、圧縮強度、及び膨張率を測定した。結果を表1に
併記する。
Example 1 An admixture comprising an expanding substance and a carbonaceous substance a shown in Table 1 was prepared in 10 parts by weight of superplasticizer A. 9 parts by weight of the prepared admixture was used in 100 parts by weight of the composition, and 100 parts by weight of sand and 35 parts by weight of water were mixed to prepare a mortar. The produced mortar was observed for the presence or absence of breathing, and the J 14 funnel value, compressive strength, and expansion coefficient were measured. The results are also shown in Table 1.

【0018】<使用材料> 膨張物質α:カルシウムサルホアルミネート系、電気化
学工業社製「デンカCSA#20」を粉砕した微粉末、ブレーン
値6,100cm2/g 膨張物質β:石灰系、秩父・小野田セメント社製「オノ
ダエクスパン」を粉砕した微粉末、ブレーン値6,150cm2/
g セメント :電気化学工業社製普通ポルトランドセメン
ト、ブレーン値3,200cm2/g 流動化剤A:PAS、第一工業製薬社製商品名「セルフ
ロ−110P」、粉末状 炭素質物質a:TOSCO社社製「フリュードコークス」
の乾燥品、水分量0.2重量%、平均粒径43μm 砂 :新潟県姫川産、5mm下 水 :水道水
<Materials used> Expanding substance α: calcium sulphoaluminate type, fine powder obtained by crushing “Denka CSA # 20” manufactured by Denki Kagaku Kogyo, Blaine value 6,100 cm 2 / g Inflating substance β: lime type, Chichibu Fine powder obtained by crushing Onoda Cement's "Onoda Expan", Blaine value 6,150 cm 2 /
g Cement: Ordinary Portland cement manufactured by Denki Kagaku Kogyo Co., Ltd., Blaine value 3,200 cm 2 / g Superplasticizer A: PAS, Daiichi Kogyo Seiyaku Co., Ltd. product name “Selflo-110P”, powdery carbonaceous substance a: TOSCO company Made "Flude Coke"
Dried product, water content 0.2% by weight, average particle size 43μm Sand: Niigata Prefecture Himekawa, 5mm sewage: Tap water

【0019】<測定方法> ブリージング:JIS A 1123に準じて測定 J14ロート値:土木学会基準のJロートによるコンシス
テンシーの測定に準じ、混練から30分後のJ14ロート流
下値 圧縮強度 :4×4×16cmの供試体を作製し、JIS A 11
08に準じて、材齢1日の圧縮強度を測定 膨張率 :土木学会「膨張コンクリート設計施工指針
(案)」付録2. 「膨張材を用いた充填モルタルの施工要
領(案)」を示す付属書「膨張材を用いた充填モルタルの
膨張率測定方法」に従い測定した初期膨張収縮率。ただ
し、表中の−は収縮側、+は膨張側を示す。
<Measurement method> Breathing: Measured according to JIS A 1123 J 14 funnel value: According to the measurement of consistency by J funnel of JSCE standard, J 14 funnel flow value compression strength 30 minutes after kneading: 4 Specimen of × 4 × 16cm was prepared and JIS A 11
According to 08, measure the compressive strength for one day of age Expansion coefficient: Appendix of "Construction Guideline for Expansive Concrete Design (Draft)" Appendix 2. "Construction Guideline (Draft) for Filling Mortar Using Expansive Material" Initial expansion and contraction rate measured according to the document "Method for measuring expansion rate of filled mortar using expansion material". However, -in the table indicates a contraction side, and + indicates an expansion side.

【0020】[0020]

【表1】 [Table 1]

【0021】実施例2 膨張物質α45重量部、表2に示す記号流動化剤、及び炭
素質物質a45重量部からなる混和材を調製したこと以外
は実施例1と同様に行った。ただし、流動化剤の使用量
を変化させる場合は、流動化剤10重量部を中心に膨張物
質と炭素質物質の使用量を等量づつ増減した。結果を表
2に併記する。
Example 2 The procedure of Example 1 was repeated, except that an admixture consisting of 45 parts by weight of the expanding substance α, the fluidizing agent shown in Table 2, and 45 parts by weight of the carbonaceous substance a was prepared. However, in the case of changing the amount of the fluidizing agent used, the amounts of the expansive substance and the carbonaceous substance were increased / decreased by 10 parts by weight, respectively. The results are also shown in Table 2.

【0022】<使用材料> 流動化剤B:NS、花王社製商品名「マイティー100」 流動化剤C:PC、三洋化成社製商品名「クインフロー7
50」 流動化剤D:DX、日本コンスターチ社製商品名「HI
DEX106」 流動化剤E:流動化剤A/流動化剤C重量比85/15の混
合品 流動化剤F:流動化剤B/流動化剤D重量比85/15の混
合品
<Materials used> Superplasticizer B: NS, product name “Mighty 100” manufactured by Kao Co., Ltd. Superplasticizer C: PC, product name “Quinflow 7” manufactured by Sanyo Kasei Co., Ltd.
50 ”Superplasticizer D: DX, product name“ HI ”manufactured by Nippon Constarch Co.
DEX 106 "Superplasticizer E: Superplasticizer A / Superplasticizer C Weight ratio of 85/15 Mixture Superplasticizer F: Superplasticizer B / Superplasticizer D Weight ratio of 85/15 Mixture

【0023】[0023]

【表2】 [Table 2]

【0024】実施例3 流動化剤A10重量部に、表3に示す膨張物質と炭素質物
質からなる混和材を調製したこと以外は実施例1と同様
に行った。結果を表3に併記する。
Example 3 The same procedure as in Example 1 was carried out except that the admixture consisting of the expanding substance and the carbonaceous substance shown in Table 3 was prepared in 10 parts by weight of the superplasticizer A. The results are also shown in Table 3.

【0025】<使用材料> 炭素質物質b:市販カーボンブラック、水分量0.1重量
%、平均粒径27μm 炭素質物質c:ホンゲイ産無煙炭の粉砕、乾燥品、水分
量0.2重量%、平均粒径36μm
<Materials used> Carbonaceous substance b: commercially available carbon black, water content 0.1% by weight, average particle size 27 μm Carbonaceous substance c: crushed and dried anthracite from Hongai, 0.2% by weight water content, average particle size 36 μm

【0026】[0026]

【表3】 [Table 3]

【0027】実施例4 膨張物質α45重量部、流動化剤A10重量部、及び炭素質
物質a45重量部からなる混和材を調製し、組成物100重
量部中、表4に示す混和材を配合したこと以外は実施例
1と同様に行った。結果を表4に併記する。
Example 4 An admixture consisting of 45 parts by weight of expansion substance α, 10 parts by weight of superplasticizer A, and 45 parts by weight of carbonaceous substance a was prepared, and the admixture shown in Table 4 was mixed in 100 parts by weight of the composition. Except for the above, the same procedure as in Example 1 was performed. The results are also shown in Table 4.

【0028】[0028]

【表4】 [Table 4]

【0029】[0029]

【発明の効果】本発明のセメント混和材を使用すること
により、ブリージングがなく、材料分離抵抗性に優れ、
しかも、寸法安定性、特に、初期の寸法安定性が良好な
セメント組成物とすることができる。
EFFECTS OF THE INVENTION By using the cement admixture of the present invention, there is no bleeding and excellent material separation resistance,
Moreover, it is possible to obtain a cement composition having good dimensional stability, particularly, initial dimensional stability.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI // C04B 103:30 C04B 103:30 103:60 103:60 111:70 111:70 (56)参考文献 特開 平3−199285(JP,A) 特開 平3−23247(JP,A) 特開 昭62−275049(JP,A) (58)調査した分野(Int.Cl.7,DB名) C04B 2/00 - 32/02 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 7 Identification code FI // C04B 103: 30 C04B 103: 30 103: 60 103: 60 111: 70 111: 70 (56) References JP-A-3- 199285 (JP, A) JP 3-23247 (JP, A) JP 62-275049 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) C04B 2/00-32 / 02

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 セメント膨張材、流動化剤、及び炭素質
物質を含有してなり、セメント膨張材が、セメント膨張
材、流動化剤、及び炭素質物質からなるセメント混和材
100 重量部中、 10 80 重量部であることを特徴とするセ
メント混和材。
1. A cement expansive, fluidizing agents, and Ri name contains a carbonaceous material, cement expansion material, cement expansion
Cement admixture consisting of wood, superplasticizer, and carbonaceous material
In 100 parts by weight, the cement admixture it is 10 to 80 parts by weight.
【請求項2】 セメントと、請求項1記載のセメント混
和材とを含有してなるセメント組成物。
2. A cement composition comprising cement and the cement admixture according to claim 1.
【請求項3】 請求項2記載のセメント組成物を含有し
てなるグラウト材料。
3. A grout material containing the cement composition according to claim 2.
JP13507295A 1995-06-01 1995-06-01 Cement admixture, cement composition, and grout material Expired - Fee Related JP3496782B2 (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
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Publications (2)

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JP3496782B2 true JP3496782B2 (en) 2004-02-16

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Country Link
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003246657A (en) * 2002-02-26 2003-09-02 Denki Kagaku Kogyo Kk Hardening accelerator for cement containing incineration ash of sewerage sludge and cement composition
JP4489707B2 (en) * 2006-01-30 2010-06-23 電気化学工業株式会社 Grout composition, mortar or concrete using the composition, and grout material
JP2007320832A (en) * 2006-06-05 2007-12-13 Denki Kagaku Kogyo Kk Grout composition and grout mortar using the same

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