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JP2002293603A - Spraying material - Google Patents

Spraying material

Info

Publication number
JP2002293603A
JP2002293603A JP2001100016A JP2001100016A JP2002293603A JP 2002293603 A JP2002293603 A JP 2002293603A JP 2001100016 A JP2001100016 A JP 2001100016A JP 2001100016 A JP2001100016 A JP 2001100016A JP 2002293603 A JP2002293603 A JP 2002293603A
Authority
JP
Japan
Prior art keywords
weight
alumina cement
spraying
aggregate
spraying material
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
Application number
JP2001100016A
Other languages
Japanese (ja)
Inventor
Hiroshi Hayashi
浩志 林
Masaki Takimoto
雅樹 瀧本
Masaki Ishimori
正樹 石森
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 Cement Corp
Original Assignee
Taiheiyo Cement Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taiheiyo Cement Corp filed Critical Taiheiyo Cement Corp
Priority to JP2001100016A priority Critical patent/JP2002293603A/en
Publication of JP2002293603A publication Critical patent/JP2002293603A/en
Pending legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a cement-based spraying material which has excellent acid resistance and is suitable for performing spraying work for forming a thick sprayed material and enables prevention of any cracking or peeling in the sprayed material from being caused. SOLUTION: This spraying material contains aggregate and alumina cement which has a <=25 wt.% fraction of particles having <=5 μm particle size, in a weight ratio of (alumina cement)/aggregate of 20/80 to 40/60, and also, a lithium salt which is dissolved in water of a pH of >=6 to release Li<+> ion, wherein the ratio of the content of an inorganic particle fraction having >5 μm particle size to the total content of all the inorganic particles in the spraying material is >=75 wt.%.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、トンネルやコンク
リート構造物等の施工面に吹付けるモルタルやコンクリ
ート質の吹付け材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mortar or a concrete spraying material to be sprayed on a construction surface such as a tunnel or a concrete structure.

【0002】[0002]

【従来技術】モルタルやコンクリート質の吹付け材は、
ポルトランドセメントを水硬性成分とし、これにアルミ
ン酸塩や硫酸アルミニウム等を主成分とする急結材を加
えた成分構成を基本とし、施工対象物の物理的性状、形
状、施工対象面の角度などに対して、付着性、硬化時
間、硬化後の剥落防止や強度などの特性を考慮した配合
成分が選定されてきた。
2. Description of the Related Art Mortar and concrete spraying materials are:
Portland cement is used as a hydraulic component, and the composition is based on the addition of a quick-setting material mainly composed of aluminate or aluminum sulfate.The physical properties, shape, angle, etc. On the other hand, compounding components have been selected in consideration of properties such as adhesion, curing time, peeling prevention after curing, and strength.

【0003】[0003]

【発明が解決しようとする課題】一方、従来の吹付け材
では、その施工対象物の化学的性状や施工後の化学抵抗
については十分考慮されていなかった。特に施工対象が
下水処理施設や化成品製造施設などの酸性物質と接する
場所、温泉地などの酸性土壌、また酸性雨に晒される可
能性がある屋外施工物では、従来の吹付け材で施工する
と、水和反応によって吹付け材中に形成される水酸化カ
ルシウムが、このような酸で中和されて塩を生成し、こ
の塩が析出又は溶出して施工部の崩壊が起こる。このた
め水酸化カルシウムを形成しないアルミナセメントを水
硬性成分に用い、またアルミナセメントを使用すること
で起こる硬化速度不足に伴う施工後の剥離・脱落を、ア
ルミナ超微粉とシリカ超微粉等の超微粉材料を添加する
ことで防いだ吹付け材が開発された。(特開平11−6
0341)しかしながら、吹付け施工ニーズの多様化か
ら厚めの吹付け物が要求される場合があり、アルミナセ
メントを水硬性成分に用いた吹付け材では、このような
微粉材料が添加されたものであっても、吹付け厚みが増
すに連れ、施工後にひび割れが発生し易くなり、更には
施工面から剥がれ落ちることがあった。
On the other hand, in the conventional spraying material, the chemical properties of the construction object and the chemical resistance after construction have not been sufficiently considered. In particular, in areas where the object of construction is in contact with acidic substances such as sewage treatment facilities and chemical manufacturing facilities, acidic soils such as hot springs, and outdoor constructions that may be exposed to acid rain, use conventional spraying materials. The calcium hydroxide formed in the sprayed material by the hydration reaction is neutralized with such an acid to form a salt, and the salt precipitates or elutes, and the collapsed portion occurs. For this reason, alumina cement that does not form calcium hydroxide is used as a hydraulic component, and peeling and falling off after construction due to insufficient hardening speed caused by using alumina cement is reduced to ultra fine powder such as alumina ultra fine powder and silica ultra fine powder. Spraying materials that were prevented by adding materials were developed. (JP-A-11-6
[0341] However, diversification of spraying construction needs may require a thicker spraying material, and a spraying material using alumina cement as a hydraulic component is a material to which such a fine powder material is added. Even so, as the spray thickness increased, cracks were more likely to be generated after the construction, and further, they could be peeled off from the construction surface.

【0004】[0004]

【課題を解決するための手段】本発明者等は、前記課題
解決のため種々の検討を行ったところ、吹付け厚みが増
すに連れて発生する吹付け物のひび割れは、主にアルミ
ナセメントの硬化収縮に起因するものであり、この収縮
は、微粒分が多いアルミナセメントほど大きく、また吹
付け材に含まれる全ての無機系粒子の微粒分が多くなる
ほど大きくなるという事実を突き止めた。このことから
アルミナセメント中の微粒分割合を限定し、更に吹付け
材中の全ての無機粒子(アルミナセメントを含む)の微
粒分割合を限定することで、当該収縮を亀裂が発生しな
い程度に抑えることができること。また、吹付け直前の
アルミナセメント組成物スラリーにLi+を溶出するリ
チウム塩を加えることで、アルミナセメントの使用で起
こる硬化速度不足を飛躍的に改善でき、その厚みが増大
しても施工後の吹付け材の脱落を十分防止でき、更には
硬化開始時間はオキシカルボン酸(塩)類の配合量によ
り自在に調整することができたこと、等から本発明を完
成するに至った。
The present inventors have made various studies to solve the above-mentioned problems. As a result, the cracks of the spray which are generated as the spray thickness increases are mainly caused by alumina cement. It has been found that the shrinkage is caused by the hardening shrinkage, and the shrinkage is larger in the alumina cement having more fine particles, and is larger as the fine particles of all the inorganic particles contained in the spray material are larger. From this, the ratio of fine particles in the alumina cement is limited, and the ratio of fine particles of all the inorganic particles (including alumina cement) in the spraying material is further limited, so that the shrinkage is suppressed to the extent that cracks do not occur. What you can do. In addition, by adding a lithium salt that elutes Li + to the alumina cement composition slurry immediately before spraying, the insufficient curing speed caused by the use of alumina cement can be drastically improved. The present invention has been completed because the falling off of the spray material can be sufficiently prevented, and the curing start time can be freely adjusted by the amount of the oxycarboxylic acid (salt).

【0005】即ち、本発明は、次の(1)〜(3)で表
す吹付け材である。(1)骨材と粒径5μm以下の粒子
が25重量%以下であるアルミナセメントを重量比でア
ルミナセメント/骨材=20/80〜40/60の割合
で含むと共にpH6以上の水に溶解しLi+を溶出する
リチウム塩を含有してなるものであって、含有する全て
の無機系粒子のうち75重量%以上の粒子が粒径5μm
を超えることを特徴とする吹付け材。(2)ポリアルキ
レングリコール鎖を有するポリカルボン酸系高分子化合
物及び/又は低級アルコールアルキレンオキシド付加物
を主成分とする化合物が含まれることを特徴とする前記
(1)の吹付け材。(3)オキシカルボン酸(塩)類が
含まれることを特徴とする前記(1)又は(2)の吹付
け材。
That is, the present invention is a spraying material represented by the following (1) to (3). (1) Aggregate and alumina cement containing 25% by weight or less of particles having a particle size of 5 μm or less are dissolved in water having a pH of 6 or more while containing alumina cement / aggregate at a weight ratio of 20/80 to 40/60. A lithium salt that elutes Li + , wherein 75% by weight or more of all the inorganic particles contained have a particle size of 5 μm
Spraying material characterized by exceeding. (2) The spraying material according to (1), wherein the spraying material contains a polycarboxylic acid-based polymer compound having a polyalkylene glycol chain and / or a compound containing a lower alcohol alkylene oxide adduct as a main component. (3) The spray material according to the above (1) or (2), further comprising an oxycarboxylic acid (salt).

【0006】[0006]

【発明の実施の形態】本発明の吹付け材は、アルミナセ
メントと骨材を必須含有する。本発明で用いるアルミナ
セメントは、粒径5μm以下の粒子の構成割合が25重
量%以下のものである限り、何れのアルミナセメントで
も良いが、望ましくはモノカルシウムアルミネートを主
要鉱物相として含有するクリンカ粉砕物から得られるア
ルミナセメントが推奨される。粒径5μm以下の粒子の
構成割合が25重量%を超えると、硬化の際の収縮が大
きくなって亀裂が生じることがあるので好ましくない。
BEST MODE FOR CARRYING OUT THE INVENTION The spraying material of the present invention essentially contains alumina cement and aggregate. The alumina cement used in the present invention may be any alumina cement as long as the constituent ratio of particles having a particle size of 5 μm or less is 25% by weight or less, but is preferably a clinker containing monocalcium aluminate as a main mineral phase. Alumina cement obtained from pulverized material is recommended. If the composition ratio of the particles having a particle size of 5 μm or less exceeds 25% by weight, undesirably, the shrinkage at the time of curing becomes large and cracks may occur.

【0007】また、本発明で用いる骨材は、公知の細骨
材を使用する。細骨材種は何れのものでも良いが、望ま
しくは耐酸性の骨材として知られているものが良く、例
えばアルミナ骨材、ムライト骨材、シャモット骨材、珪
石骨材、炭化珪素骨材、更にはアルミナセメントクリン
カー骨材等を挙げることができる。
Further, as the aggregate used in the present invention, a known fine aggregate is used. Any type of fine aggregate may be used, but preferably those known as acid-resistant aggregates, such as alumina aggregate, mullite aggregate, chamotte aggregate, silicalite aggregate, silicon carbide aggregate, Furthermore, an alumina cement clinker aggregate and the like can be mentioned.

【0008】前記アルミナセメントと骨材との配合割合
は重量比でアルミナセメント/骨材=20/80〜40
/60とする。この配合割合にすることで、高い耐酸性
と強度並びに良好な施工性を付与できる。併せて、本発
明では配合物に含まれる全ての無機系粒子(アルミナセ
メントと骨材も含む)のうち75重量%以上の粒子が粒
径5μmを超えるものとする。この粒度規定を行うこと
で、硬化の際の収縮を一層小さくすることができる。
The mixing ratio of the alumina cement and the aggregate is alumina cement / aggregate = 20 / 80-40 by weight ratio.
/ 60. High acid resistance and strength and good workability can be imparted by setting the mixing ratio. In addition, in the present invention, 75% by weight or more of all the inorganic particles (including alumina cement and aggregate) contained in the composition exceed 5 μm in particle diameter. By regulating the particle size, shrinkage during curing can be further reduced.

【0009】また、前記配合物には、ポリアルキレング
リコール鎖を有するポリカルボン酸系高分子化合物及び
/又は低級アルコールアルキレンオキシド付加物を主成
分とする化合物が配合されることが好ましい。この化合
物を配合することで、水を増量させることなく均一な分
散性と吹付け施工に適した高い流動性が付与でき、更に
は硬化後の乾燥収縮を低減することができる。また、特
にポリアルキレングリコール鎖を有するポリカルボン酸
系高分子化合物や低級アルコールアルキレンオキシド付
加物を主成分とする化合物は、硬化収縮量の低減作用を
有することも本発明者らにより確認されている。該化合
物の配合量は、アルミナセメント100重量部に対し、
ポリアルキレングリコール鎖を有するポリカルボン酸系
高分子化合物では0.01〜1.0重量部、低級アルコ
ールアルキレンオキシド付加物を主成分とする化合物で
は0.1〜8.0重量部とする。何れも前記配合量下限
未満では分散性及び流動性が殆ど発現されず、また前記
配合量上限を超えると硬化遅延を起こすので好ましくな
い。また両者を併用する場合は、各々の配合量範囲で使
用することができ、両者間の配合割合は限定されない。
It is preferable that a compound mainly composed of a polycarboxylic acid polymer having a polyalkylene glycol chain and / or a lower alcohol alkylene oxide adduct is blended with the compound. By compounding this compound, uniform dispersibility and high fluidity suitable for spraying can be imparted without increasing the amount of water, and further drying shrinkage after curing can be reduced. In addition, the present inventors have also confirmed that a polycarboxylic acid-based polymer compound having a polyalkylene glycol chain or a compound containing a lower alcohol alkylene oxide adduct as a main component has an effect of reducing the amount of curing shrinkage. . The compounding amount of the compound is based on 100 parts by weight of the alumina cement.
The amount is 0.01 to 1.0 part by weight for a polycarboxylic acid polymer compound having a polyalkylene glycol chain, and 0.1 to 8.0 parts by weight for a compound mainly containing a lower alcohol alkylene oxide adduct. In any case, if the amount is less than the lower limit, the dispersibility and fluidity are hardly exhibited, and if the amount exceeds the upper limit, the curing is delayed, which is not preferable. When both are used in combination, they can be used in the respective compounding amount ranges, and the compounding ratio between the two is not limited.

【0010】ポリアルキレングリコール鎖を有するポリ
カルボン酸系高分子化合物は何れのものでも良く、例え
ば(D1)ポリアルキレングリコール鎖を有する(メ
タ)アクリル酸系共重合体、(D2)ポリアルキレング
リコール鎖を有するマレイン酸系共重合体(多価金属塩
を除く)等が特に推奨される。またこのうち2種以上の
共重合体の混合物でも良い。ここで、(D1)として
は、−COOM基(Mは水素原子、アルカリ金属、アル
カリ土類金属、アンモニウム又は有機アミンの何れかを
表す)とポリアルキレングリコール鎖を有する(メタ)
アクリル酸系共重合体を好適例として挙げることがで
き、また(D2)としては、ポリアルキレングリコール
アルケニルエーテル−無水マレイン酸共重合体(多価金
属塩を除く)等が好適例として挙げられる。何れのポリ
アルキレングリコール鎖も、−O(CH 2CH(R)
O)b−で表されるものが望ましい。(Rは水素原子又
はメチル基を表し、bは2〜200、好ましくは5〜1
09とする。)(D1)の(メタ)アクリル酸系共重合
体は数平均分子量が2000〜50000(GPC方
法、ポリエチレングリコール換算)のものが好ましく、
3500〜30000がより好ましい。また、(D2
の無水マレイン酸系共重合体は、メチルポリエチレング
リコールビニルエーテル−無水マレイン酸共重合体、ポ
リエチレングリコールアリルエーテル−無水マレイン酸
共重合体、メチルポリエチレングリコールアリルエーテ
ル−無水マレイン酸共重合体、メタクリル酸メチルポリ
エチレングリコール−マレイン酸共重合体などを挙げる
ことができる。(メタ)アクリル酸系共重合体の数平均
分子量は3000〜200000、特に3000〜80
000が好ましい。
Poly having an alkylene glycol chain
The carboxylic acid-based polymer compound may be any one, for example,
Ba (D1) Having a polyalkylene glycol chain
(T) acrylic acid copolymer, (DTwo) Polyalkylene
Maleic acid-based copolymer having a recall chain (polyvalent metal salt
Etc.) are particularly recommended. Also, two or more of these
A mixture of copolymers may be used. Where (D1As)
Is a -COOM group (M is a hydrogen atom, an alkali metal,
Potassium earth metal, ammonium or organic amine
Having a polyalkylene glycol chain)
Acrylic acid-based copolymers can be mentioned as preferred examples.
And (DTwo) Is polyalkylene glycol
Alkenyl ether-maleic anhydride copolymer (polyvalent gold
And the like. Any poly
The alkylene glycol chain also has -O (CH TwoCH (R)
O)bThe one represented by-is desirable. (R is a hydrogen atom or
Represents a methyl group, b represents 2 to 200, preferably 5 to 1
09. ) (D1) (Meth) acrylic acid copolymer
The body has a number average molecular weight of 2000 to 50,000 (GPC method)
Method, polyethylene glycol equivalent) is preferable,
3500-30000 is more preferable. Also, (DTwo)
Maleic anhydride copolymer is methyl polyethylene glycol.
Recohol vinyl ether-maleic anhydride copolymer,
Polyethylene glycol allyl ether-maleic anhydride
Copolymer, methyl polyethylene glycol allylate
-Maleic anhydride copolymer, methyl methacrylate poly
Examples include ethylene glycol-maleic acid copolymer
be able to. Number average of (meth) acrylic acid copolymer
The molecular weight is 3000-200000, especially 3000-80
000 is preferred.

【0011】また、低級アルコールアルキレンオキシド
付加物を主成分とする化合物は、一般にコンクリートや
モルタルの乾燥収縮を低減させるための混和剤として用
いられているものであれば特に限定されない。
The compound containing a lower alcohol alkylene oxide adduct as a main component is not particularly limited as long as it is generally used as an admixture for reducing drying shrinkage of concrete or mortar.

【0012】本配合物は、pH6以上の水に溶解してL
+を溶出するリチウム塩を必須含有する。使用するリ
チウム塩をpH6以上の水に溶解するものに限定したの
は、通常、アルミナセメントに水を加えてなるスラリー
のpHが、大量の酸性混和材(剤)を含まない限り、p
H6未満を示すことと、Li+による硬化促進作用が弱
酸性〜アルカリ性領域で顕著になるためである。本発明
に使用するリチウム塩は、アルミナセメント量に相応し
た量のリチウムイオンを概ね過不足無く速やかにスラリ
ー中に供給するため、アルミナセメントに配合される水
の量を鑑み、pH6以上の水に対する20℃での溶解度
が10以上のリチウム塩とすることが好ましく、また水
溶液の形態で使用するのが望ましい。溶解度が10未満
のリチウム塩では、水溶液にする場合に希釈水が大量に
必要となり、リチウムイオン濃度が低い水溶液となって
効果促進作用が低減する。またリチウム塩は水溶液中で
弱酸性〜アルカリ性を呈すものが強力な硬化促進作用を
発現できるため好ましく、pH10以上を示すものが特
に好ましい。好適なリチウム塩としては水酸化リチウ
ム、硝酸リチウム、亜硝酸リチウム等が例示される。リ
チウム塩の配合量は、アルミナセメント100重量部に
対し、0.05〜5重量部とする。0.05重量部未満
の配合量ではアルミナセメントの硬化促進に必要とされ
るLi+の量が確保できないため好ましくなく、また5
重量部を超えると硬化促進作用がそれ以上向上しないの
で好ましくない。
This composition is dissolved in water having a pH of 6 or more and dissolved in water.
Essentially contains a lithium salt that elutes i + . The reason why the lithium salt to be used is limited to one that dissolves in water having a pH of 6 or more is that the pH of a slurry obtained by adding water to alumina cement is usually p
The reason for this is that the content is less than H6, and the effect of accelerating the curing by Li + becomes remarkable in a weakly acidic to alkaline region. The lithium salt used in the present invention is to supply lithium ions in an amount corresponding to the amount of alumina cement into the slurry promptly without any excess or shortage. It is preferable to use a lithium salt having a solubility at 20 ° C. of 10 or more, and it is desirable to use it in the form of an aqueous solution. In the case of a lithium salt having a solubility of less than 10, a large amount of diluting water is required when forming an aqueous solution, and the effect of promoting the effect is reduced due to an aqueous solution having a low lithium ion concentration. Further, lithium salts which exhibit weak acidity to alkalinity in an aqueous solution are preferable because they can exert a strong curing promoting action, and those having a pH of 10 or more are particularly preferable. Suitable lithium salts include lithium hydroxide, lithium nitrate, lithium nitrite and the like. The amount of the lithium salt is 0.05 to 5 parts by weight based on 100 parts by weight of the alumina cement. If the compounding amount is less than 0.05 part by weight, the amount of Li + required for promoting the hardening of the alumina cement cannot be secured.
If the amount is more than 10 parts by weight, the effect of promoting the curing is not further improved, which is not preferable.

【0013】また、本吹付け材では、オキシカルボン酸
(塩)類を含有することができる。オキシカルボン酸
(塩)類は、水配合後から吹付け時までの吹付け材とし
ての施工可使時間を付与するのに有効であり、可使時間
を長くするには配合量を増し、短くするには配合量を少
なくすることで、可使時間を概ね自在に調整できる。可
使時間の付与に効果があるオキシカルボン酸(塩)類の
本混和剤中の含有量は、本混和剤が加えられるアルミナ
セメント100重量部に対し、0.01〜3重量部に相
当する量が好ましい。0.01重量部未満の配合では可
使時間が殆ど付与されないので好ましくない。また3重
量部を超えると硬化遅延が大きくなり過ぎて、強度発現
性が損なわれることがあるので好ましくない。尚、使用
するオキシカルボン酸(塩)類は特に限定されないが、
望ましくは弱酸性〜中性のものが良く、好適な一例とし
て酒石酸、クエン酸、グルコン酸等を挙げることができ
る。
The spraying material may contain oxycarboxylic acids (salts). Oxycarboxylic acids (salts) are effective in imparting the pot life of spraying from the time of mixing water to the time of spraying. To increase the pot life, increase the compounding amount and shorten the pot life. To reduce the amount of compounding, the pot life can be adjusted almost freely. The content of the oxycarboxylic acid (salt) in the present admixture which is effective in imparting the pot life corresponds to 0.01 to 3 parts by weight based on 100 parts by weight of the alumina cement to which the present admixture is added. The amount is preferred. If the amount is less than 0.01 part by weight, the pot life is hardly imparted, which is not preferable. On the other hand, if the amount exceeds 3 parts by weight, the curing retardation becomes too large, and the strength development may be impaired. The oxycarboxylic acid (salt) used is not particularly limited,
Desirably, a weakly acidic to neutral one is preferred, and tartaric acid, citric acid, gluconic acid and the like can be mentioned as preferable examples.

【0014】また、本発明では、硬化特性や耐酸性に支
障を及ぼさない成分であれば、上記以外の成分を含む吹
付け材であっても良い。一例として、モルタル用の消泡
剤や増粘剤を挙げることができる。
Further, in the present invention, a spraying material containing components other than the above may be used as long as the components do not affect the curing characteristics and the acid resistance. As an example, a defoamer and a thickener for mortar can be mentioned.

【0015】本発明の吹付け材は、リチウム塩を除く上
記成分からなる配合物に水を加えてスラリーを作製した
後、該スラリーに前記リチウム塩を水溶液化したものを
加えたものである。スラリー作製時の水の添加量は、配
合物固形分100重量部に対し、10〜30重量部とす
る。30重量部を超える水の添加量では強度及び水密性
の高い硬化体となり難いため好ましくなく、又10重量
部未満の水の添加量ではスラリーの流動性が著しく低下
し、吹付け作業に支障を生じるため好ましくない。また
リチウム塩を水溶液化するにはpH6以上の水にリチウ
ム塩を、濃度が概ね9〜50重量%となるよう添加攪拌
すれば良い。スラリー中へのリチウム塩水溶液の配合
は、吹付けのできるだけ直前に行うのが望ましく、例え
ば攪拌中のスラリーにY字管で供給する。吹付け作業の
方法自体は特に限定されず、例えば従来の吹付け機によ
る作業で十分行うことができる。
The spraying material of the present invention is prepared by adding water to a compound comprising the above components except for the lithium salt to form a slurry, and then adding the aqueous solution of the lithium salt to the slurry. The amount of water added during the preparation of the slurry is 10 to 30 parts by weight based on 100 parts by weight of the solid content of the blend. If the amount of water exceeds 30 parts by weight, it is difficult to obtain a cured product having high strength and water tightness, and it is not preferable. It is not preferable because it occurs. Further, in order to make the lithium salt into an aqueous solution, the lithium salt is added to water having a pH of 6 or more and the mixture is stirred so that the concentration becomes approximately 9 to 50% by weight. It is desirable to mix the lithium salt aqueous solution in the slurry as soon as possible before the spraying. For example, the slurry is supplied to the stirring slurry by a Y-tube. The method of the spraying operation itself is not particularly limited. For example, the operation by a conventional spraying machine can be sufficiently performed.

【0016】[0016]

【実施例】本発明を実施例を用いて具体的に説明する。
尚、参考のため本発明の範囲から外れるものを比較例と
して併せて記す。
EXAMPLES The present invention will be specifically described with reference to examples.
For reference, those deviating from the scope of the present invention are also described as comparative examples.

【0017】[使用原料] 以下の〔1〕〜〔4〕から
選択される原料を使用した。 〔1〕アルミナセメント 主要化学成分が、Al23:50.7%、CaO:3
6.5%、Fe23:6.0%、SiO2:5.0%の
アルミナセメントクリンカを、ボールミルと振動ミルに
よって粉砕したものを風篩で粒度調整し、粒径5μm以
下の粒子含有率が10重量%のもの(A1と略す)、2
0重量%のもの(A2と略す)又は30重量%のもの
(A3と略す)の何れかから選定。
[Raw Materials] A raw material selected from the following [1] to [4] was used. [1] Alumina cement The main chemical components are Al 2 O 3 : 50.7%, CaO: 3
Alumina cement clinker of 6.5%, Fe 2 O 3 : 6.0%, SiO 2 : 5.0% was pulverized by a ball mill and a vibration mill, and the particle size was adjusted by a wind sieve to obtain particles having a particle size of 5 μm or less. With a content of 10% by weight (abbreviated as A1), 2
Select from either 0% by weight (abbreviated as A2) or 30% by weight (abbreviated as A3).

【0018】〔2〕骨材 平均粒径1.5mm(粒径5μm以下の粒子含有率が
0.5重量%)の珪石(S1Gと略す)、平均粒径8μ
m(粒径5μm以下の粒子含有率が41.4重量%)の
珪石微粉末(S2と略す)又は平均粒径0.7μm(粒
径5μm以下の粒子含有率が99.8重量%)のシリカ
フューム(S3と略す)の何れかから選定。
[2] Aggregate Silica (abbreviated as S1G) having an average particle size of 1.5 mm (the content of particles having a particle size of 5 μm or less is 0.5% by weight), an average particle size of 8 μm
m (the content of particles having a particle size of 5 μm or less is 91.4% by weight) or fine silica powder (abbreviated as S2) having an average particle size of 0.7 μm (the content of particles having a particle size of 5 μm or less is 99.8% by weight). Selected from any of silica fumes (abbreviated as S3).

【0019】〔3〕混和剤 メラミンスルホン酸ホルムアルデヒド高縮合物塩を主成
分とする市販の粉末状分散剤(商品名「メルメントF1
0」SKWイーストアジア社製、MEと略す)、ポリエ
チレングリコール鎖を有するポリカルボン酸系高分子化
合物を主成分とする市販の粉末状分散剤(商品名「コア
フローNF−100」太平洋セメント株式会社製、以下
CFと略す)、低級アルコールアルキレンオキシド付加
物を主成分とする市販の収縮低減剤(商品名「テトラガ
ードAS21」太平洋セメント株式会社製、TGと略
す)、アクリル再乳化形粉末樹脂を主成分とする市販の
増粘剤(商品名「DRYCRYL DP−2904」ロ
ーム・アンド・ハース社製、DPと略す)、市販のメチ
ルセルロース系増粘剤(商品名「hi−メトローズ」信
越化学株式会社製、MCと略す)、酒石酸(市販試薬、
TAと略す)、市販の消泡剤(「SN−ディフォーマー
14HP」サンノプコ株式会社製、DFと略す)の何れ
かから選定される1種又は2種。
[3] Admixture A commercially available powdery dispersant (trade name: “Merment F1”) containing melamine sulfonic acid formaldehyde polycondensate as a main component.
0, manufactured by SKW East Asia, abbreviated as ME), and a commercially available powdered dispersant having a polycarboxylic acid-based polymer compound having a polyethylene glycol chain as a main component (trade name “Coreflow NF-100” manufactured by Taiheiyo Cement Corporation) (Hereinafter abbreviated as CF), a commercially available shrinkage reducing agent containing a lower alcohol alkylene oxide adduct as a main component (trade name "Tetraguard AS21" manufactured by Taiheiyo Cement Corporation, abbreviated as TG), and an acrylic re-emulsifying powder resin. A commercially available thickener as a component (trade name “DRYCRYL DP-2904” manufactured by Rohm and Haas Company, abbreviated as “DP”), a commercially available methylcellulose thickener (trade name “hi-Metroze” manufactured by Shin-Etsu Chemical Co., Ltd.) , MC), tartaric acid (commercially available reagent,
TA or a defoamer (“SN-Deformer 14HP” manufactured by San Nopco, abbreviated as DF).

【0020】〔4〕リチウム塩の水溶液 水酸化リチウム15%水溶液(L1と略す)又は硝酸リ
チウム30%水溶液(L2と略す)
[4] Aqueous solution of lithium salt 15% aqueous solution of lithium hydroxide (abbreviated as L1) or 30% aqueous solution of lithium nitrate (abbreviated as L2)

【0021】[原料配合]前記〔1〕〜〔3〕の原料を
表1に表す割合で配合調整して得た配合物100重量部
(全て固形分換算)に対し、表1に記載した重量部の水
を加え、高速回転モルタルミキサーで約3分間混合・混
練を行ってスラリーを作製した。尚、配合物中のリチウ
ム塩を除く全無機系粒子について、粒径5μm以下の粒
子含有量(重量%)も表1に記した。
[Ingredients of raw materials] The weights shown in Table 1 are based on 100 parts by weight (all in terms of solid content) of the blends obtained by mixing and adjusting the raw materials of [1] to [3] at the ratios shown in Table 1. Of water, and the mixture was mixed and kneaded for about 3 minutes with a high-speed mortar mixer to prepare a slurry. Table 1 also shows the content (% by weight) of particles having a particle size of 5 μm or less for all the inorganic particles excluding the lithium salt in the formulation.

【0022】[0022]

【表1】 [Table 1]

【0023】[混練物の性状]作製したスラリーをJI
S R 5201に準じた方法により流動性(モルタル
フロー値)を混練終了直後〜90分経過した時点まで測
定した。結果を表2に表す。また、該スラリーの圧送性
を確認するため、内径40mmで長さ30mmの圧送管
を用い、2m3/時間の吹付け速度で30分間圧送した
が、本発明に係わる何れの実施例でも圧送管の閉塞現象
は見られなかった。
[Properties of kneaded material]
The fluidity (mortar flow value) was measured by a method according to SR5201 from the time immediately after the completion of kneading to the time when 90 minutes passed. The results are shown in Table 2. Further, in order to confirm the pumpability of the slurry, a pumping tube having an inner diameter of 40 mm and a length of 30 mm was used to perform pumping at a spraying speed of 2 m 3 / hour for 30 minutes. However, in any of the embodiments according to the present invention, the pumping tube was used. No clogging phenomenon was observed.

【0024】[0024]

【表2】 [Table 2]

【0025】[硬化性状]次いで、スラリー作製から3
0分経過後に、該スラリーに、該スラリーの固形分10
0重量部に対し表1に記載した重量部の前記〔4〕のリ
チウム塩水溶液を加え、ハンドミキサーを用いて10秒
間混練して混練物を作製した。該混練物の初期急結性
を、混練後30秒経過後から5分経過後までのプロクタ
ー貫入抵抗値としてSATM−C403T(プロクター
貫入抵抗針を用いるコンクリートの凝結試験方法)に準
じた方法で測定した。更に、該混練物をφ50×100
mmの鋼製型枠に充填し、型枠上端面から混練物充填上
面までの深さ:HMを測定した。次いで充填1分経過
後、混練物充填上面にシリコンオイルを厚さ5mm程度
となるよう流し込み、直ちに型枠上端面からシリコンオ
イル上面までの深さ:H0を測り、シリコンオイルを流
し込み時から4時間後、24時間後及び48時間後の型
枠上端面からシリコンオイル上面までの深さ:HXを測
定し、次の式から硬化時の硬化収縮率を計算した。 硬化収縮率(%)=100×(HO−HX)/(100
−HM) 以上の各結果を表2に表す。
[Curing Properties] Next, from the preparation of the slurry, 3
After 0 minutes, the slurry has a solid content of 10%.
0 parts by weight of the lithium salt aqueous solution of [4] described in Table 1 was added in parts by weight and kneaded for 10 seconds using a hand mixer to prepare a kneaded product. The initial quick-setting property of the kneaded material was measured as a proctor penetration resistance value from 30 seconds to 5 minutes after kneading according to a method according to SATM-C403T (concrete coagulation test method using a proctor penetration resistance needle). did. Furthermore, the kneaded material is φ50 × 100
mm, and the depth from the upper end surface of the mold to the upper surface of the kneaded material filling: HM was measured. Then, after 1 minute of filling, pour silicone oil into the top surface of the kneaded material so as to have a thickness of about 5 mm, immediately measure the depth: H0 from the upper end surface of the mold to the top surface of silicon oil, and 4 hours from the time of pouring the silicone oil. Then, 24 hours and 48 hours later, the depth: HX from the upper end surface of the mold to the upper surface of the silicone oil was measured, and the curing shrinkage during curing was calculated from the following equation. Curing shrinkage (%) = 100 × (HO-HX) / (100
-HM) Table 2 shows the above results.

【0026】[硬化体性状]混練物硬化後の長期強度発
現性を、該混練物を型枠充填して作製した供試体(40
×40×160mm)の材齢28日での圧縮強度として
JIS R 5201に準じた方法で測定した。また、
該混練物を400×400×40mmのコンクリート平
板に約5mm及び約30mmの厚さになるようY字管を
用いた吹付け機を使用し、吹付け圧力2Kg/cm2
吹付け量3m3/時間で吹付けた。各厚さに吹付けるこ
とができたコンクリート板を湿度40%、温度40℃の
恒温恒湿器内に入れ、24時間経過後の吹付け物のひび
割れ発生有無を目視で調べた。尚、付着不良のものや吹
付けることが殆どできなかったものについては観察対象
から外した。また、該混練物からφ75×150mmの
円柱状成形物を作製し、これを材齢28日まで温度20
±1℃のイオン交換水中で養生させ、養生後の硬化質成
形物の浸透拡散抵抗性及び質量減少率を、建材試験セン
ター規格JSTMC 7401に準じた方法で30日間
硫酸水溶液(pH0.4±0.1)に浸漬することで測
定した。浸透拡散抵抗性の値は、硫酸浸漬後の硬化体中
への硫酸浸透深さ(mm)で表した。以上の結果を表3
に表す。
[Properties of Cured Body] The long-term strength development after curing of the kneaded material was evaluated by using a test piece (40) prepared by filling the kneaded material with a mold.
(× 40 × 160 mm) was measured by a method according to JIS R 5201 as the compressive strength at the age of 28 days. Also,
The kneaded product was sprayed on a 400 × 400 × 40 mm concrete plate using a spraying machine using a Y-tube so as to have a thickness of about 5 mm and about 30 mm, and a spraying pressure of 2 kg / cm 2 .
Spraying was performed at a spray amount of 3 m 3 / hour. The concrete plate sprayed to each thickness was placed in a thermo-hygrostat at a humidity of 40% and a temperature of 40 ° C., and after 24 hours, the sprayed material was visually inspected for cracks. Those with poor adhesion and those that could hardly be sprayed were excluded from observation. Further, a cylindrical molded product of φ75 × 150 mm was prepared from the kneaded product, and this was heated at a temperature of 20 days until the age of 28 days.
Cured in ion-exchanged water at ± 1 ° C., and measured the permeation-diffusion resistance and mass reduction rate of the cured product after curing in a sulfuric acid aqueous solution (pH 0.4 ± 0) for 30 days using a method in accordance with JSTMC 7401, Building Materials Testing Center Standard. 1. Measured by immersion in 1). The value of permeation diffusion resistance was represented by the depth of penetration of sulfuric acid into the cured product after immersion in sulfuric acid (mm). Table 3 shows the above results.
To

【0027】[0027]

【表3】 [Table 3]

【0028】[0028]

【発明の効果】本発明の吹付け材は、耐酸性が著しく強
化されているため、従来施工対象に不適当とされた対象
物にも吹付け施工を行うことができ、しかも厚めに吹付
け施工を行うことができ、剥離や崩落も起こらず、初期
から中長期に渡って高い強度を示す吹付け物となる。
The spraying material of the present invention has a remarkably enhanced acid resistance, so that it can be sprayed even on an object which has been previously unsuitable for the object to be applied. The spray can be applied, does not peel or collapse, and exhibits high strength over the initial to medium to long term.

───────────────────────────────────────────────────── 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 28/06 C04B 22:06 Z 22:06 22:08 Z 22:08 24:26 H 24:26 22:02 22:02 22:06 A 22:06) Fターム(参考) 2D055 DB00 KA08 LA06 4G012 MA00 MB00 PA04 PB03 PB05 PB15 PB17 PB31 PB32 PB35 PB40 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) // (C04B 28/06 C04B 22:06 Z 22:06 22:08 Z 22:08 24:26 H 24 : 26 22:02 22:02 22:06 A 22:06) F term (reference) 2D055 DB00 KA08 LA06 4G012 MA00 MB00 PA04 PB03 PB05 PB15 PB17 PB31 PB32 PB35 PB40

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 骨材と粒径5μm以下の粒子が25重量
%以下であるアルミナセメントを重量比でアルミナセメ
ント/骨材=20/80〜40/60の割合で含むと共
にpH6以上の水に溶解しLi+を溶出するリチウム塩
を含有してなるものであって、含有する全ての無機系粒
子のうち75重量%以上の粒子が粒径5μmを超えるこ
とを特徴とする吹付け材。
An alumina cement containing 25% by weight or less of an aggregate and particles having a particle size of 5 μm or less in a weight ratio of alumina cement / aggregate = 20/80 to 40/60 and water in a pH of 6 or more. A spraying material comprising a lithium salt that dissolves and elutes Li + , wherein 75% by weight or more of all the inorganic particles contained have a particle size of more than 5 μm.
【請求項2】 ポリアルキレングリコール鎖を有するポ
リカルボン酸系高分子化合物及び/又は低級アルコール
アルキレンオキシド付加物を主成分とする化合物が含ま
れることを特徴とする請求項1記載の吹付け材。
2. The spraying material according to claim 1, wherein the spraying material contains a polycarboxylic acid-based polymer compound having a polyalkylene glycol chain and / or a compound containing a lower alcohol alkylene oxide adduct as a main component.
【請求項3】 オキシカルボン酸(塩)類が含まれるこ
とを特徴とする請求項1又は2に記載の吹付け材。
3. The spraying material according to claim 1, further comprising an oxycarboxylic acid (salt).
JP2001100016A 2001-03-30 2001-03-30 Spraying material Pending JP2002293603A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001100016A JP2002293603A (en) 2001-03-30 2001-03-30 Spraying material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001100016A JP2002293603A (en) 2001-03-30 2001-03-30 Spraying material

Publications (1)

Publication Number Publication Date
JP2002293603A true JP2002293603A (en) 2002-10-09

Family

ID=18953497

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001100016A Pending JP2002293603A (en) 2001-03-30 2001-03-30 Spraying material

Country Status (1)

Country Link
JP (1) JP2002293603A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005219995A (en) * 2004-02-09 2005-08-18 Ube Ind Ltd Polymer cement composition and concrete structure thereof
JP2007223876A (en) * 2006-02-27 2007-09-06 Denki Kagaku Kogyo Kk Alumina cement composition and repair method using the same
JP2013082597A (en) * 2011-10-12 2013-05-09 Sumitomo Osaka Cement Co Ltd Acid-resistant mortar material for dry spraying and manufacturing method therefor
JP2022151337A (en) * 2021-03-26 2022-10-07 亜州夫 米倉 Wet type sprayed concrete

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005219995A (en) * 2004-02-09 2005-08-18 Ube Ind Ltd Polymer cement composition and concrete structure thereof
JP2007223876A (en) * 2006-02-27 2007-09-06 Denki Kagaku Kogyo Kk Alumina cement composition and repair method using the same
JP2013082597A (en) * 2011-10-12 2013-05-09 Sumitomo Osaka Cement Co Ltd Acid-resistant mortar material for dry spraying and manufacturing method therefor
JP2022151337A (en) * 2021-03-26 2022-10-07 亜州夫 米倉 Wet type sprayed concrete
JP7510379B2 (en) 2021-03-26 2024-07-03 亜州夫 米倉 Wet shotcrete

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