JP6188214B2 - Wet construction repair agent and repair method - Google Patents

Wet construction repair agent and repair method Download PDF

Info

Publication number
JP6188214B2
JP6188214B2 JP2013240667A JP2013240667A JP6188214B2 JP 6188214 B2 JP6188214 B2 JP 6188214B2 JP 2013240667 A JP2013240667 A JP 2013240667A JP 2013240667 A JP2013240667 A JP 2013240667A JP 6188214 B2 JP6188214 B2 JP 6188214B2
Authority
JP
Japan
Prior art keywords
repair agent
construction
repair
mass
silicate solution
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
JP2013240667A
Other languages
Japanese (ja)
Other versions
JP2015101489A (en
Inventor
小野沢 光雄
光雄 小野沢
一輝 大沢
一輝 大沢
伸康 落合
伸康 落合
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.)
ICHINEN CHEMICALS CO.,LTD.
Original Assignee
ICHINEN CHEMICALS CO.,LTD.
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 ICHINEN CHEMICALS CO.,LTD. filed Critical ICHINEN CHEMICALS CO.,LTD.
Priority to JP2013240667A priority Critical patent/JP6188214B2/en
Publication of JP2015101489A publication Critical patent/JP2015101489A/en
Application granted granted Critical
Publication of JP6188214B2 publication Critical patent/JP6188214B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Ceramic Products (AREA)
  • Furnace Housings, Linings, Walls, And Ceilings (AREA)

Description

本発明は、鉄鋼・コークス炉の炉前プレート、各種工業炉(焼却炉キルン、流動床ボイラのサイクロン及び加熱炉等)のキャスタブル耐火物や耐火煉瓦等の補修において、室温〜低温域での施工に用いられる湿式施工用補修剤及びその補修方法に関する。   The present invention is applicable to repairing castable refractories and bricks for steel and coke oven furnace plates, various industrial furnaces (incinerator kilns, fluidized bed boiler cyclones, heating furnaces, etc.) at room temperature to low temperature. The present invention relates to a repair agent for wet construction and a repair method thereof.

従来、各種工業炉の炉壁等のライニングや補修方法としては、操業を一旦停止して室温〜低温域雰囲気で補修作業を実施する方法(冷間施工)が一般である。また、鉄鋼・コークス炉のように操業を停止せずに補修する方法は熱間施工と称される。
冷間施工の適用は水分を多量に使用する施工(半乾式、湿式)に限られるが、これには吹付け施工や流し込み施工があり、また部分的な少量施工を行う塗布施工も知られている。
一方、熱間施工は、多量の水分が水蒸気爆裂を起こす危険性を有するため、水分を少量しか用いない施工(乾式、半乾式)に限られ、吹付け施工や塗布施工が主流である。
Conventionally, as a method of lining or repairing furnace walls of various industrial furnaces, a method (cold construction) in which operation is temporarily stopped and repair work is performed in an atmosphere at a room temperature to a low temperature is generally used. Moreover, the method of repairing without stopping operation like a steel and coke oven is called hot construction.
Application of cold construction is limited to construction that uses a large amount of moisture (semi-dry type, wet type), but this includes spraying construction and pouring construction, as well as coating construction that performs partial small-scale construction. Yes.
On the other hand, since hot construction has a risk that a large amount of water may cause a steam explosion, it is limited to construction using only a small amount of water (dry type, semi-dry type), and spraying and coating are mainly used.

吹付け施工には、乾式施工法(ドライ施工法)、半乾式施工法(セミドライ施工法)及び湿式施工法(ウェット施工法)があるが、乾式施工は主として熱間施工でのみ行われている。
かかる乾式吹付け施工法には、施工体の耐用性が劣る上に、リバンドロスや発塵による作業環境の悪化等の問題がある。
Spray construction includes dry construction methods (dry construction methods), semi-dry construction methods (semi-dry construction methods), and wet construction methods (wet construction methods), but dry construction is mainly performed only by hot construction. .
Such dry spray construction methods have problems such as poor work environment due to reband loss and dust generation, as well as poor durability of the construction body.

また、半乾式吹付け法は、予め必要施工水分量の一部を吹付け材料とミキサーで混練したものを吹付けノズルまで空気輸送し、ノズル内で残余の水又は硬化剤を添加して吹き付ける施工法である。
この施工法においては、発塵防止やリバンドロスの減少という点ではある程度の改善はみられるが、基本的には水と材料をノズル部で瞬時的に混合しなければならないため、その混合度合は良好ではなく、水量も変動し易い。その結果、吹き付け材の付着性、施工体の均質性及び充填性が悪く、施工体組織は不均一である。
In addition, the semi-dry spraying method is a method in which a part of the required construction moisture amount is kneaded with a spraying material and a mixer in advance by air transportation to the spraying nozzle, and the remaining water or curing agent is added and sprayed in the nozzle. It is a construction method.
This construction method has some improvement in terms of preventing dust generation and reducing reband loss, but basically the water and material must be mixed instantaneously at the nozzle, so the degree of mixing is good. Rather, the amount of water is likely to fluctuate. As a result, the adherence of the spray material, the homogeneity and the filling property of the construction body are poor, and the construction body structure is non-uniform.

湿式吹付け法は、必要施工水分量の全部を事前に吹付け材料と混練したものを吹付け機やポンプ等で吹付ける施工法である。
この施工法の従来例としては、特許文献1、特許文献2及び特許文献3等に開示されたものがある。これらは何れも混練された材料が常温硬化性でなく、施工体組織の緻密性に劣り、耐用性はかなり悪い。
また、特許文献4に記載の施工法では、混練物表面に珪酸アルカリ溶液を少量添加して保形性と接着性を向上させようとしている。しかし、これら従来例では施工体組織の緻密性と圧縮強度に重点がおかれ、特に接着強度は殆どなく実際には凹凸部に付着しているだけである。
The wet spraying method is a construction method in which all of the required construction moisture amount is previously kneaded with the spraying material and sprayed with a spraying machine or a pump.
Conventional examples of this construction method include those disclosed in Patent Document 1, Patent Document 2, Patent Document 3, and the like. In any of these, the kneaded material is not room temperature curable, the compactness of the construction structure is inferior, and the durability is considerably poor.
In the construction method described in Patent Document 4, a small amount of an alkali silicate solution is added to the surface of the kneaded product to improve shape retention and adhesion. However, in these conventional examples, emphasis is placed on the denseness and compressive strength of the construction body structure, and there is almost no adhesive strength, and in fact, it is only attached to the uneven portion.

一方、流し込み法は、湿式吹付け法と同様に、必要施工水分量の全部を事前に吹付け材料と混練したものを型枠内に流し込む方法である。この方法で用いる補修剤は、アルミナセメント類を主成分にしており、乾燥・硬化に1日以上の時間を要する場合が殆どである。
流し込み法の従来例としては、特許文献5に記載のものがある。この方法では、有機性発泡剤や発泡助剤によりガスを発生させて成形体組織内に通気孔を形成するが、これが脱気孔となり爆裂が起こる危険性を軽減させようとしている。
なお、塗布施工は湿式吹付け材や流し込み材を用いてコテ等で均す補修方法である。
On the other hand, the pouring method is a method of pouring all of the necessary construction moisture amount in advance with the spraying material into the mold as in the wet spraying method. The repair agent used in this method is mainly composed of alumina cements, and in most cases, it takes a time of one day or longer for drying and curing.
As a conventional example of the pouring method, there is one described in Patent Document 5. In this method, a gas is generated by an organic foaming agent or foaming aid to form a vent in the structure of the molded body, but this is intended to reduce the risk of explosion due to the deaeration.
In addition, application | coating construction is the repair method which levels with a trowel etc. using a wet spraying material or a pouring material.

上述のように、これら従来の乾式〜湿式吹付け施工法では、発明の主眼が施工体組織の緻密性と圧縮強度に重点がおかれ、特に接着強度は殆どなく実際には凹凸部に付着しているだけである。
また、従来の各種無機質を用いた流し込み材は、強度、耐食性及び耐摩耗性を重要視し、特に圧縮強度、曲げ強度及び熱間強度を重視したものである。その反面、接着強度は弱く、施行体が大きな塊として落下するのを防止するためアンカーボルト等の鉄筋の設置が不可欠である。
As described above, in these conventional dry to wet spraying methods, the main focus of the invention is on the denseness and compressive strength of the structure of the construction body, and in particular there is almost no adhesive strength, and in fact it adheres to the uneven parts. It ’s just that.
In addition, conventional casting materials using various inorganic materials place importance on strength, corrosion resistance, and wear resistance, and particularly emphasize compressive strength, bending strength, and hot strength. On the other hand, the adhesive strength is weak, and it is indispensable to install reinforcing bars such as anchor bolts in order to prevent the enforcement body from falling as a large lump.

唯一、接着強度に重点をおいた従来例としては、熱間・乾式施工法であるが、特許文献6に記載のものがある。
この方法は、コークス炉炭化室の炉床に、微粉末状フリットと顆粒状低融点化合物を含有する粉体状補修剤を敷いて補修する方法である。
The only conventional example that focuses on adhesive strength is the hot / dry construction method, which is described in Patent Document 6.
This method is a method of repairing a hearth of a coke oven carbonization chamber by laying a powdery repairing agent containing a fine powdered frit and a granular low melting point compound.

特公昭62−21753号公報Japanese Examined Patent Publication No. 62-21753 特公平2−33665号公報Japanese Patent Publication No. 2-33365 特公平2−1795号公報Japanese Patent Publication No.2-1795 特開平9−315872号公報Japanese Patent Laid-Open No. 9-315872 特公平6−31177号公報Japanese Examined Patent Publication No. 6-31177 特開2007−145890号公報JP 2007-145890 A

しかしながら、特許文献6のような従来の粉体状補修剤に珪酸アルカリ溶液を加えて湿式施工しようとすると、混合と同時にゲル化・硬化が始まるため、通常の湿式施工を行うことが不可能である。従って、かかる補修剤を用いて湿式施工したい場合は、補修剤を1cm厚みに敷いた後、その補修剤表面に珪酸アルカリ溶液を滴下して浸透・硬化させるしかない。
ところが、この滴下法では、珪酸アルカリ溶液の浸透厚みが限られるため凹凸面や粉体状補修剤厚みのばらつきによって接着強度が大きく左右される欠点があり、厚みのある多量の補修が一度にできないため作業性が極度に悪いという欠点を有し実用的ではない。
However, when adding an alkali silicate solution to a conventional powdery repair agent such as Patent Document 6 and attempting to perform wet construction, gelation and curing start simultaneously with mixing, and thus it is impossible to perform normal wet construction. is there. Therefore, when performing wet construction using such a repairing agent, after the repairing agent is spread to a thickness of 1 cm, an alkali silicate solution is dropped on the surface of the repairing agent and allowed to penetrate and cure.
However, in this dropping method, since the penetration thickness of the alkali silicate solution is limited, there is a defect that the adhesive strength is greatly influenced by the unevenness of the uneven surface and the thickness of the powdery repair agent, and a large amount of thick repair cannot be performed at once. Therefore, the workability is extremely bad and it is not practical.

ところで、コークス炉前プレートは、通常は室温〜60℃の表面温度を有するが、コークスの取り出し時には灼熱コークスの一部がこのプレート上に落下するため急激に高温にさらされ、やがてコークスに水をかけられて急冷却される。
このように、コークス炉前プレートは、この急加熱―急冷却サイクルの過酷条件を繰り返すため損傷が激しいが、上記従来の湿式施工用補修剤は数週間程度ですぐ破損してしまい、室温から高温の広い温度域において要求される高い接着強度や耐久性は実現されていない。
By the way, the plate in front of the coke oven usually has a surface temperature of room temperature to 60 ° C. However, when a coke is taken out, a part of the burning coke falls on the plate, so it is suddenly exposed to a high temperature. It is put on and cooled rapidly.
Thus, the coke oven front plate is severely damaged due to repeated severe conditions of this rapid heating-cooling cycle. High adhesive strength and durability required in a wide temperature range are not realized.

また、上記従来の湿式施工用補修剤は、常温硬化性でなく施工体組織の緻密性に劣り、耐用性はかなり悪い。また、施工体組織の緻密性と圧縮強度に重点がおかれており、特に接着強度は殆どなく実際には凹凸部に付着しているだけであり、接着強度を確保するためには金属母材にアンカーボルト等の鉄筋を溶接する必要がある。   In addition, the above conventional repair agent for wet construction is not room temperature curable but inferior in the compactness of the construction body structure, and its durability is considerably poor. In addition, the emphasis is placed on the compactness and compressive strength of the structure of the construction body. In particular, there is almost no adhesion strength, and in fact, it is only attached to the rugged portion. It is necessary to weld reinforcing bars such as anchor bolts.

これに対し、珪酸アルカリ溶液を添加すると硬化が速まるが、多量添加すればあまりにも即座に硬化するため作業性が悪く、接着強度や熱間強度が悪くなる。これは、珪酸アルカリ溶液のゲル化が混合初期から急激に発生し、混合終期にはゲル化が終了し、そのゲル化物を混合粉砕しているためである。また、珪酸アルカリ溶液の多量添加については、特にナトリウム(Na)やカリウム(K)成分が熱間強度及び耐食性等に弊害であると考えられている。   On the other hand, when the alkali silicate solution is added, curing is accelerated, but when a large amount is added, it is cured too quickly, so that workability is poor, and adhesive strength and hot strength are deteriorated. This is because gelation of the alkali silicate solution abruptly occurs from the beginning of mixing, and gelation ends at the end of mixing, and the gelled product is mixed and pulverized. In addition, regarding the addition of a large amount of an alkali silicate solution, it is considered that sodium (Na) and potassium (K) components are particularly harmful to hot strength and corrosion resistance.

このように、現時点においては、かかる珪酸アルカリ溶液の弊害を解消し、室温において短時間で乾燥・硬化し、且つ広い温度域(室温から高温)において高接着強度とともに高圧縮強度を達成し耐用性にも富む補修剤及び補修方法は実現されていない。   As described above, at present, the adverse effects of such alkali silicate solutions are eliminated, and they are dried and cured in a short time at room temperature, and achieve high compressive strength as well as high adhesive strength in a wide temperature range (room temperature to high temperature). A repair agent and a repair method that are rich in water quality have not been realized.

本発明は、このような従来技術の有する課題に鑑みてなされたものであり、その目的とするところは、室温から高温の広い温度域において高い接着強度と圧縮強度を実現し、且つ耐食性及び耐摩耗性も優れた湿式施工用補修剤及びその補修方法を提供することにある。   The present invention has been made in view of such problems of the prior art, and an object of the present invention is to realize high adhesive strength and compressive strength in a wide temperature range from room temperature to high temperature, as well as corrosion resistance and resistance. An object of the present invention is to provide a wet construction repair agent having excellent wear resistance and a repair method thereof.

本発明者は、上記目的を達成すべく鋭意検討を重ねた結果、珪酸アルカリと、所定の融剤成分、アルミナセメント成分及び骨材成分を用いるとともに、これらの粒度や組成を適切に調整することにより、上記目的が達成できることを見出し、本発明を完成するに至った。   As a result of intensive studies to achieve the above object, the present inventor uses an alkali silicate, a predetermined flux component, an alumina cement component, and an aggregate component, and appropriately adjusts the particle size and composition thereof. Thus, the inventors have found that the above object can be achieved and have completed the present invention.

即ち、本発明の湿式施工用補修剤は、粒子径が0.01〜5.0mmのシリカ15〜45質量%と粒子径が0.05〜5.0mmのアルミナ40〜70質量%から成る耐火性骨材と、微粉末状フリット2〜7質量%と顆粒状低融点化合物1〜4質量%から成る融剤と、アルミナセメント3〜13質量%から成る粉末状成分100重量部に対し、
珪酸アルカリ溶液から成る液状成分を10〜25重量部の割合で含有することを特徴とする。
That is, the repair agent for wet construction of the present invention is a fireproof composed of 15 to 45% by mass of silica having a particle size of 0.01 to 5.0 mm and 40 to 70% by mass of alumina having a particle size of 0.05 to 5.0 mm. For 100 parts by weight of a powdery component comprising 2 to 7% by mass of a fine aggregate, 2 to 7% by mass of a fine powdered frit and 1 to 4% by mass of a granular low melting point compound, and 3 to 13% by mass of alumina cement,
It is characterized by containing 10 to 25 parts by weight of a liquid component comprising an alkali silicate solution.

また、本発明の湿式施工用補修剤の好適形態は、上記液状成分として水を0.5〜15重量部の割合で更に含有することを特徴とする。   Moreover, the suitable form of the repair agent for wet construction of this invention further contains water as a liquid component in a proportion of 0.5 to 15 parts by weight.

更に、本発明の湿式施工用補修剤の他の好適形態は、上記微粉末状フリットが粒子径0.001〜0.07mmで融点600〜900℃の硼珪酸系ガラスであり、上記顆粒状低融点化合物が粒子径0.1〜1mmの硼酸及び/又は酸化硼素であり、
これらの平均粒子径の比(顆粒状低融点化合物/微粉末状フリット)≧10であることを特徴とする。
Furthermore, another preferred embodiment of the repair agent for wet construction of the present invention is a borosilicate glass in which the fine powdered frit has a particle diameter of 0.001 to 0.07 mm and a melting point of 600 to 900 ° C. The melting point compound is boric acid and / or boron oxide having a particle diameter of 0.1 to 1 mm,
The ratio of these average particle diameters (granular low melting point compound / fine powder frit) ≧ 10.

更にまた、本発明の湿式施工用補修剤の更に他の好適形態は、上記珪酸アルカリ溶液が珪酸ソーダ溶液又は珪酸カリウム溶液でありSiO/RO(Rはアルカリ金属)モル比が3〜4で、固形分(SiO+RO(Rはアルカリ金属))濃度が30〜40質量%であることを特徴とする。 Furthermore, in another preferred embodiment of the repair agent for wet construction according to the present invention, the alkali silicate solution is a sodium silicate solution or a potassium silicate solution, and a SiO 2 / R 2 O (R is alkali metal) molar ratio is 3 to 3. 4 and the solid content (SiO 2 + R 2 O (R is an alkali metal)) concentration is 30 to 40% by mass.

また、本発明の補修方法は、上述のような湿式施工用補修剤の粉末状成分と液状成分を混合し、得られた湿式施工用補修剤をこの混合開始から1時間以内に室温〜100℃で対象とする耐火物に施工し、1〜1.5時間で乾燥・硬化させることを特徴とする。 Further, the repair method of the present invention comprises mixing the powdery component and the liquid component of the wet construction repair agent as described above, and adding the obtained wet construction repair agent to room temperature to 100 ° C. within one hour from the start of mixing. It is characterized in that it is applied to the target refractory and dried and cured in 1 to 1.5 hours.

本発明によれば、珪酸アルカリと、所定の融剤成分、アルミナセメント成分及び骨材成分を用いるとともに、これらの粒度や組成を適切に調整することとしたため、室温から高温の広い温度域において高い接着強度と圧縮強度を実現し、且つ耐食性及び耐摩耗性も優れた湿式施工用補修剤及びその補修方法を提供することができる。   According to the present invention, an alkali silicate, a predetermined flux component, an alumina cement component, and an aggregate component are used, and the particle size and composition thereof are appropriately adjusted, so that the temperature is high in a wide temperature range from room temperature to high temperature. It is possible to provide a repair agent for wet construction that achieves adhesive strength and compressive strength, and has excellent corrosion resistance and wear resistance, and a repair method thereof.

補修剤の調製及び施工法の一例を示す側面及び斜視説明図である。It is a side view and perspective view explanatory drawing which shows an example of preparation of a repair agent, and a construction method. 補修剤の接着・圧縮強度の試験法を示す斜視説明図である。It is perspective explanatory drawing which shows the test method of the adhesion | attachment and compressive strength of a repair agent.

以下、本発明の湿式施工用補修剤について説明する。
本発明の湿式施工用補修剤は、珪酸アルカリ溶液を多量添加しても即座に硬化することはなく、典型的には、混合・施工後、短時間(約1〜1.5時間)で硬化するものであり、融剤及び珪酸アルカリの接着成分、アルミナセメント成分並びに耐火性骨材成分の粒子径や配合を適切に調整したものであり、珪酸アルカリ溶液添加の弊害を解消し得るもので、しかも室温〜高温の広い温度域において、高接着、高強度で耐用性に富む補修を実現する(施工体を形成する)。
Hereinafter, the repair agent for wet construction of the present invention will be described.
The repair agent for wet construction of the present invention does not cure immediately even when a large amount of alkali silicate solution is added, and typically cures in a short time (about 1 to 1.5 hours) after mixing and construction. It is what adjusted the particle size and blending of the adhesive component of the flux and alkali silicate, the alumina cement component and the refractory aggregate component, and can eliminate the adverse effects of adding the alkali silicate solution, Moreover, in a wide temperature range from room temperature to high temperature, it achieves high adhesion, high strength and durable repair (forms a construction body).

本発明の湿式施工用補修剤において、珪酸アルカリは、低温では単独で存在するが高温(約600℃以上)では反応性が高く、すぐに周辺の成分(補修しようとする耐火物である母材(被補修物)と施工体内のシリカ、アルミナを主成分とする骨材成分及び他のバインダー成分)と化学反応を起こす。
この反応生成物は、温度と時間・日数の経過とともに高融点物質へと変化するため、高接着、高強度で耐用性に富む施工体を形成するようになる。
In the repair agent for wet construction of the present invention, the alkali silicate is present alone at a low temperature, but is highly reactive at a high temperature (about 600 ° C. or higher), and immediately surrounding components (a base material that is a refractory to be repaired) It causes a chemical reaction with (the object to be repaired) and the silica and alumina components in the construction body and other binder components.
Since this reaction product changes to a high melting point material with the passage of temperature, time, and number of days, a construction body having high adhesion, high strength and high durability is formed.

上述のように、本発明の補修剤は、粉末状成分100重量部に対し珪酸アルカリ溶液から成る液状成分を10〜25重量部の割合で含有するものである。
そして、上記の粉末状成分は、粒子径が0.01〜5.0mmのシリカ15〜45質量%と粒子径が0.05〜5.0mmのアルミナ40〜70質量%から成る耐火性骨材と、微粉末状フリット2〜7質量%と顆粒状低融点化合物1〜4質量%から成る融剤と、アルミナセメント3〜13質量%から成り、また、必要に応じて水0.5〜15重量部を液状成分として追加することができる。
なお、本願において、「粒子径」の数値範囲は、対象とする粒子が、上限値に対応する目開きを有する篩を通過し且つ下限値に対応する目開きを有する篩を通過しないことを意味する。
As described above, the repair agent of the present invention contains 10 to 25 parts by weight of a liquid component composed of an alkali silicate solution with respect to 100 parts by weight of a powdery component.
And said powdery component is refractory aggregate which consists of 15-45 mass% of silica whose particle diameter is 0.01-5.0 mm, and 40-70 mass% of alumina whose particle diameter is 0.05-5.0 mm. And a flux composed of 2 to 7% by mass of fine powdered frit and 1 to 4% by mass of a granular low melting point compound, 3 to 13% by mass of alumina cement, and optionally water 0.5 to 15% Part by weight can be added as a liquid component.
In the present application, the numerical range of the “particle diameter” means that the target particle passes through a sieve having an opening corresponding to the upper limit and does not pass through a sieve having an opening corresponding to the lower limit. To do.

ここで、粉末状成分におけるシリカ(SiO)は構成成分となる粉末であって、SiOの粒度径は0.01〜5.0mmの範囲であり、好ましくは0.05〜3.0mmの範囲であり、特に限定するものではないが、好適な具体例としては珪石粉、3〜7号硅砂及びシャモット粉を挙げることができる。 Here, silica (SiO 2 ) in the powdery component is a constituent powder, and the particle size diameter of SiO 2 is in the range of 0.01 to 5.0 mm, preferably 0.05 to 3.0 mm. Although it is a range and it does not specifically limit, Silica stone powder, 3-7 cinnabar sand, and chamotte powder can be mentioned as a suitable specific example.

また、アルミナ(Al)はSiOとともに構成成分となる粉末であって、Alの粒子径は0.05〜5.0mmの範囲であり、好ましくは0.15〜3.5mmの範囲であり、特に限定するものではないが、好適なのは焼成ボーキサイト、電融アルミナ及び焼結アルミナである。 Alumina (Al 2 O 3 ) is a powder that is a constituent component together with SiO 2 , and the particle diameter of Al 2 O 3 is in the range of 0.05 to 5.0 mm, preferably 0.15 to 3. Although it is in the range of 5 mm and is not particularly limited, calcined bauxite, electrofused alumina and sintered alumina are preferred.

シリカ及びアルミナの粒子径につき、それぞれ0.01〜5.0mmの範囲及び0.05〜5.0mmの範囲としたが、この範囲の下限よりも粒径が小さ過ぎると、比表面積の増大により充填密度が小さくなり(気孔率が高くポーラスになり)、さらに接着剤成分が希釈(減少)されるため、補修剤層全体の強度が低くなり易い。
即ち、補修剤の比表面積が増大すると、接着剤(バインダー)成分、特に微粉末のフリットが補修剤中で希釈され易くなり、期待する補修剤層全体の強度が得られない。なお、接着剤成分を多量にして強度を改善させようとしても、焼成後に収縮や亀裂が発生し易くなるため好ましくない。また、上記範囲の上限よりも粒径が大き過ぎると、比表面積の減少により充填密度が大きくなるが、施工体表面が凹凸になり易くなるため好ましくない。
The particle diameters of silica and alumina are in the range of 0.01 to 5.0 mm and 0.05 to 5.0 mm, respectively. However, if the particle diameter is too small than the lower limit of this range, the specific surface area increases. Since the packing density becomes small (porosity becomes high and porous) and the adhesive component is diluted (decreased), the strength of the entire repair agent layer is likely to be lowered.
That is, when the specific surface area of the repair agent is increased, the adhesive (binder) component, particularly the fine frit of the fine powder is easily diluted in the repair agent, and the expected strength of the entire repair agent layer cannot be obtained. It is not preferable to improve the strength by increasing the amount of the adhesive component because shrinkage and cracks are likely to occur after firing. On the other hand, if the particle size is too larger than the upper limit of the above range, the packing density increases due to the reduction of the specific surface area, but the surface of the construction body tends to be uneven, which is not preferable.

次に、微粉末状フリットは、粉末状接着成分として機能する融剤であって、一般に良く知られている硼珪酸系ガラス(SiO、B、Al、CaO、NaO、KO等)や、さらにZrOが添加されたジルコン系ガラス、硼珪酸系ガラスにMgO、SrO、BaO等も配合したガラスが使用でき、粒子径が0.001〜0.07mm、融点が600〜900℃の硼珪酸系ガラスを好適に使用することができる。 Next, the fine powdered frit is a flux that functions as a powdery adhesive component, and is a well-known borosilicate glass (SiO 2 , B 2 O 3 , Al 2 O 3 , CaO, Na 2). O, K 2 O, etc.), zircon glass to which ZrO is further added, and glass in which MgO, SrO, BaO, etc. are blended with borosilicate glass, particle diameter is 0.001 to 0.07 mm, melting point Borosilicate glass having a temperature of 600 to 900 ° C. can be preferably used.

また、顆粒状低融点化合物も、粉末状接着成分として機能する融剤であって、硼酸及び/又は酸化硼素が好ましいが、特に限定するものではなく、硼酸及び/又は酸化硼素を多量に含有する類似の融点を有する化合物を使用してもよく、粒子径が0.1〜1mmの硼酸及び/又は酸化硼素を好適に使用することができる。   The granular low melting point compound is also a flux functioning as a powdery adhesive component, and boric acid and / or boron oxide is preferable, but is not particularly limited and contains a large amount of boric acid and / or boron oxide. A compound having a similar melting point may be used, and boric acid and / or boron oxide having a particle diameter of 0.1 to 1 mm can be preferably used.

更に、アルミナセメントとしては、一般品であり特に限定するものではないが、JISの1号が適している。代表的な化学組成は、SiOが0〜10質量%、CaOが20〜40質量%、Alが40〜80質量%、Feが0〜20質量%である。 Furthermore, the alumina cement is a general product and is not particularly limited, but JIS No. 1 is suitable. Typical chemical composition, SiO 2 0-10 wt%, CaO 20 to 40 wt%, Al 2 O 3 40 to 80 wt%, Fe 2 O 3 is 0 to 20 wt%.

一方、液状成分における珪酸アルカリ溶液は、液体状の接着成分として機能するが、具体的には珪酸ソーダ溶液又は珪酸カリウム溶液を好適に使用できる。
また、SiO/RO(Rはアルカリ金属)モル比が3〜4で、固形分(SiO+RO(Rはアルカリ金属))濃度が30〜40質量%であるものを好ましく使用することができる。特に汎用品の珪酸ソーダ溶液である3〜5号水ガラスが好ましい。
On the other hand, the alkali silicate solution in the liquid component functions as a liquid adhesive component. Specifically, a sodium silicate solution or a potassium silicate solution can be preferably used.
Moreover, it is preferable to use one having a SiO 2 / R 2 O (R is alkali metal) molar ratio of 3 to 4 and a solid content (SiO 2 + R 2 O (R is alkali metal)) concentration of 30 to 40% by mass. can do. In particular, No. 3-5 water glass which is a general-purpose sodium silicate solution is preferable.

本発明の湿式施工用補修剤においては、上述のように粉末状接着成分を構成するフリット及び低融点化合物の粒子径と平均粒子径について、それぞれ0.005〜0.05mm(平均粒子径0.02〜0.04mm)、及び0.2〜0.8mm(平均粒子径0.4〜0.6mm)とすることが好ましい。
また、それらの平均粒子径の比を、(顆粒状低融点化合物/微粉末状フリット)≧10とすることが好ましい。
In the repair agent for wet construction of the present invention, the particle size and the average particle size of the frit and the low-melting-point compound constituting the powdery adhesive component as described above are each 0.005 to 0.05 mm (average particle size is 0.00. 02 to 0.04 mm) and 0.2 to 0.8 mm (average particle diameter of 0.4 to 0.6 mm).
The ratio of the average particle diameters is preferably (granular low melting point compound / fine powder frit) ≧ 10.

このように、2種の粉末状接着剤成分の平均粒子径に10倍以上の較差をつけることにより2種成分を補修剤中で別々に配置でき、これによって、接着性を支配する因子である融点及び高温粘性(高温溶融時の粘性・粘着性・流動性・浸透性)等の物性を2種が別々に発揮することができ、両者物性の利点を幅広い温度域で引き出すことが可能になる。
換言すると、2種の接着剤成分の粒子径が類似する場合、補修剤中では2種成分の中間の物性を発揮するあたかも1種の成分として作用してしまい、狭い温度域でしか適用できない。これに対し、2種の接着剤成分の粒子径が明らかに異なる場合は2種の物性ピークを双子山にすることができる。
そして、低融点化合物は低温〜中温域の接着剤として、フリットは中温〜高温域での接着剤として作用する。低融点化合物としては、フリットに比べ明らかに融点が低く、高温粘性が低く、浸透性が高い化合物が好適に選択され、その点で硼酸及び/又は酸化硼素を始め、これらを主成分とする化合物を好ましく使用できる。
In this way, by providing a difference of 10 times or more to the average particle diameter of the two types of powdery adhesive components, the two types of components can be separately arranged in the repairing agent, and this is a factor governing the adhesiveness. Two types of physical properties such as melting point and high temperature viscosity (viscosity, stickiness, fluidity, and permeability at high temperature melting) can be exhibited separately, and the advantages of both properties can be brought out in a wide temperature range. .
In other words, when the particle sizes of the two types of adhesive components are similar, the repair agent acts as one type of component that exhibits intermediate physical properties between the two types of components, and can be applied only in a narrow temperature range. On the other hand, when the particle sizes of the two types of adhesive components are clearly different, two types of physical property peaks can be formed into twin peaks.
The low melting point compound functions as an adhesive in a low temperature to medium temperature range, and the frit functions as an adhesive in a medium temperature to high temperature range. As the low melting point compound, a compound having a clearly lower melting point, lower viscosity at high temperature, and higher permeability than frit is preferably selected, and in this respect, compounds containing boric acid and / or boron oxide as a main component are selected. Can be preferably used.

本発明の湿式施工用補修剤において、液体状接着成分を構成する珪酸アルカリ溶液は、粉末状接着成分2種、特に低融点化合物と接触することで徐々にゲル化・硬化反応を起こすようになる。
珪酸アルカリ溶液は硬化速度を速める作用を発揮し、室温域から高温域に亘って接着強度や圧縮強度の向上に大きく影響を与える。一般に、硬化速度は上記のSiO/ROモル比が低い方が遅く、SiO/ROモル比が大きい方が速い。
In the repair agent for wet construction of the present invention, the alkali silicate solution constituting the liquid adhesive component gradually undergoes a gelling / curing reaction upon contact with two types of powder adhesive components, particularly low melting point compounds. .
The alkali silicate solution exhibits the effect of increasing the curing rate, and greatly affects the improvement of the adhesive strength and the compressive strength from the room temperature range to the high temperature range. In general, the curing speed is slow better low SiO 2 / R 2 O molar ratio described above, it is fast SiO 2 / R 2 O molar ratio is larger.

本発明においては、上記モル比が3〜4のものを好適に使用する。また、ゲル化・硬化反応は粉末状接着成分2種、特に低融点化合物の配合量にも関係し、その量が多い程、硬化速度が速い。
本発明の補修剤の硬化速度は、代表的には、セメントミキサー等の室温混合時の品質保持時間として最大約1時間、補修施工後の放置(乾燥・硬化)時間としては約1〜1.5時間(施工量、施工厚み、雰囲気温度条件による幅)を目標としている。
In the present invention, those having a molar ratio of 3 to 4 are preferably used. The gelling / curing reaction is also related to the amount of the two powdered adhesive components, particularly the low melting point compound, and the larger the amount, the faster the curing speed.
The curing rate of the repair agent of the present invention is typically about 1 hour at maximum as a quality retention time when mixing at room temperature of a cement mixer, etc., and about 1-1. The target is 5 hours (construction amount, construction thickness, and range depending on ambient temperature conditions).

珪酸アルカリ溶液のゲル化・硬化反応は、例えば珪酸ソーダNaO・nSiO(n=3)で表わされる化合物の場合には、次の式に示すように珪酸ソーダの一部が加水分解して苛性ソーダと珪酸ゾルとに分解する。
NaO・3SiO+HO⇔NaOH+NaHSiO+2SiO
NaO・3SiO+3HO⇔NaOH+NaHSiO+2HSiO
更に一部が加水分解を起こして
NaHSiO+HO⇔NaOH+HSiO
となり、第1段階でSiO、NaHSiO及びHSiOがコロイド粒子(ゾル)を形成し、第2段階ではこれら粒子が互いに集合して連続的な構造を作り、水を通して広がりゲル化に至る。
For example, in the case of a compound represented by sodium silicate Na 2 O.nSiO 2 (n = 3), the gelation / curing reaction of the alkali silicate solution is caused by hydrolysis of a part of sodium silicate as shown in the following formula. It decomposes into caustic soda and silicate sol.
Na 2 O.3SiO 2 + H 2 O⇔NaOH + NaHSiO 3 + 2SiO 2
Na 2 O.3SiO 2 + 3H 2 O⇔NaOH + NaHSiO 3 + 2H 2 SiO 3
Further, some of them undergo hydrolysis, and NaHSiO 3 + H 2 O⇔NaOH + H 2 SiO 3
In the first stage, SiO 2 , NaHSiO 3 and H 2 SiO 3 form colloidal particles (sol), and in the second stage, these particles gather together to form a continuous structure, spread through water and gelled. It reaches.

さらに、液体状接着成分を構成する珪酸アルカリ溶液は、低温域から高温域に亘って接着強度、圧縮強度の向上に大きく影響を与える。珪酸アルカリ溶液は液体状であるため、混合時は補修剤全体に均一に分布し、吹付け・塗布・流し込み施工時は母材や周辺耐火物に一部浸透してからゲル化・乾燥・硬化して室温〜低温域の接着強度と圧縮強度に寄与する。その時、粉体状接着成分2種の殆どは施工体内に存在するが、極少量は母材や周辺耐火物にも浸透する。
乾燥・硬化後、昇温させた場合、珪酸アルカリ溶液は室温〜中温域ではゲル化による硬化反応を起こすが、中温〜高温域においては母材や周辺耐火物や施工体中に存在する近傍のSiO、Al、CaO及びMgO等を始め、殆ど全ての成分と化学反応を起こして高融点化合物へと変化し、接着強度と圧縮強度に寄与する。
Further, the alkali silicate solution constituting the liquid adhesive component greatly affects the improvement of the adhesive strength and the compressive strength from the low temperature range to the high temperature range. Since the alkali silicate solution is in a liquid state, it is evenly distributed throughout the repair agent when mixed, and when sprayed, applied, or poured, it partially penetrates the base material and surrounding refractory before gelling, drying, and curing. And contributes to the adhesive strength and compressive strength in the room temperature to low temperature range. At that time, most of the two powdery adhesive components are present in the construction body, but a very small amount penetrates into the base material and the surrounding refractory.
When the temperature is raised after drying / curing, the alkali silicate solution undergoes a curing reaction due to gelation in the room temperature to medium temperature range, but in the medium temperature to high temperature range, it exists in the vicinity of the base material, the surrounding refractory, and the construction body. It causes chemical reaction with almost all components including SiO 2 , Al 2 O 3 , CaO, MgO and the like and changes to a high melting point compound, which contributes to adhesive strength and compressive strength.

粉体状接着成分2種は、上述のように、それぞれ低温〜中温域、中温〜高温域で作用して接着強度と圧縮強度に寄与する。
即ち、上記3種の接着成分の主たる役割は、液体状接着成分(珪酸アルカリ溶液)が室温〜高温域に、低融点化合物が低温〜中温域に、フリットが中温〜高温域における接着強度と圧縮強度に寄与するというものである。
As described above, the two powdery adhesive components act in the low temperature to medium temperature range and the medium temperature to high temperature range, respectively, and contribute to the adhesive strength and compressive strength.
That is, the main role of the above three types of adhesive components is that the liquid adhesive component (alkali silicate solution) is in the room temperature to high temperature range, the low melting point compound is in the low temperature to medium temperature range, and the frit is adhesive strength and compression in the medium temperature to high temperature range. It contributes to strength.

アルミナセメントは強度強化剤であり、室温においては乾燥・硬化反応に、昇温後は全ての温度域において、主として圧縮強度に寄与するものである。
また、シリカとアルミナは補修剤の主成分となる骨材粉末で、粒度と配合量により施工体の接着強度や圧縮強度を始め、亀裂防止、低収縮及び耐摩耗性等の物性に影響を与える。
Alumina cement is a strength strengthener, and contributes mainly to compressive strength in the drying / curing reaction at room temperature and in all temperature ranges after the temperature rise.
Silica and alumina are aggregate powders that are the main components of the repair agent, and affect the physical properties such as crack prevention, low shrinkage and wear resistance, as well as the adhesive strength and compressive strength of the construction body, depending on the particle size and blending amount. .

本発明においては、粉末状成分の主成分である耐火性骨材として上記所定の粒径及び配合量のシリカ粒子及びアルミナ粒子を用いることにより、フリット、低融点化合物、アルミナセメント及び珪酸アルカリ溶液等の成分の物性(融点、高温粘性、強度強化性、浸透性、ゲル化・乾燥・硬化性)を有効かつ最大限に引き出すことが可能にできる。   In the present invention, by using the silica particles and alumina particles having the above predetermined particle diameter and blending amount as the refractory aggregate which is the main component of the powdery component, frit, low melting point compound, alumina cement, alkali silicate solution, etc. The physical properties (melting point, high temperature viscosity, strength strengthening property, permeability, gelation / drying / curing property) can be effectively and maximized.

また、このように耐火性骨材を選定することにより、珪酸アルカリ溶液の短所(熱間強度、耐食性)を短時間に無害化することができる。
即ち、一般に珪酸アルカリ溶液のアルカリ成分は、熱間強度や耐食性に悪影響を与えると言われているが、中温〜高温域においては母材や周辺耐火物や施工体中に存在する近傍のSiO、Al、CaO及びMgO等を始め、殆ど全ての成分と化学反応して徐々に高融点化し、また一部のアルカリ成分は蒸発して、施工体組織は時間の経過に従い高融点化合物へと変化する。
珪酸アルカリ溶液の短所(熱間強度、耐食性)の無害化に要する時間は、温度条件にも依存するが、高温域では数十時間である。
Further, by selecting the refractory aggregate in this way, the disadvantages (hot strength, corrosion resistance) of the alkali silicate solution can be rendered harmless in a short time.
That is, the alkali component of the alkali silicate solution is generally said to have an adverse effect on the hot strength and corrosion resistance, but in the middle to high temperature range, the nearby SiO 2 existing in the base material, the surrounding refractory and the construction body. , Al 2 O 3 , CaO, MgO, etc., and chemical reaction with almost all components to gradually increase the melting point, some alkali components evaporate, the construction body structure is a high melting point compound over time It changes to.
The time required for detoxifying the disadvantages (hot strength, corrosion resistance) of the alkali silicate solution is several tens of hours in the high temperature range, depending on the temperature conditions.

次に、本発明の補修方法について説明する。
本発明の補修方法は、以上に説明した湿式施工用補修剤を用いる方法であって、当該補修剤の粉末状成分と液状成分を混合し、得られた湿式施工用補修剤をこの混合開始から1時間以内に室温〜100℃で対象とする耐火物に施工し、約1〜1.5時間で乾燥・硬化させる方法である。
Next, the repair method of the present invention will be described.
The repair method of the present invention is a method using the repair agent for wet construction described above, and the powdery component and the liquid component of the repair agent are mixed, and the resulting repair agent for wet construction is started from this mixing start. It is a method of applying to a target refractory at room temperature to 100 ° C. within 1 hour, and drying and curing in about 1 to 1.5 hours.

ここで、補修剤の粉末状成分と液状成分との混合は、典型的には、補修の施工開始直前に行えばよい。また、補修対象である耐火物としては、特に限定されるものではないが、キャスタブル耐火物や耐火煉瓦、特にこれらの表面を挙げることができる。   Here, typically, the mixing of the powdery component and the liquid component of the repair agent may be performed immediately before the start of repair work. In addition, the refractory to be repaired is not particularly limited, and castable refractories and refractory bricks, particularly these surfaces can be mentioned.

なお、本発明の補修方法は、湿式施工法に属し、流し込み法やコテ塗布法等の適用が可能であるが、好ましくは、垂直面施工は流し込み法、水平面施工はコテ塗布法、また傾斜面の場合は傾斜角度や現場状況により、どちらかの方法を選択した方が良い。
本発明の補修方法は、湿式吹付け法にも適用可能であるが、吹付け機やポンプ等で吹付けると、所定部位以外への飛散やリバウンドを多少起こすことがある。本発明の補修剤は、短時間で乾燥・硬化するタイプであり、且つ高接着強度タイプのため、飛散やリバウンドを起こし易い湿式吹付け法はできれば避けた方が好ましい。
The repair method of the present invention belongs to a wet construction method and can be applied by a pouring method, a trowel coating method, or the like. Preferably, a vertical surface construction is a pouring method, a horizontal surface construction is a trowel coating method, or an inclined surface. In the case of, it is better to select either method according to the inclination angle and the field conditions.
The repair method of the present invention can be applied to the wet spraying method, but when sprayed with a spraying machine, a pump, or the like, scattering or rebound to a part other than the predetermined part may occur. Since the repair agent of the present invention is a type that dries and cures in a short time and has a high adhesive strength type, it is preferable to avoid a wet spray method that easily causes scattering and rebound if possible.

上述のように、本発明の湿式施工用補修剤は、セメントミキサー等での混合開始から約1時間は施工可能である。
また、粉末状成分と液状成分との混合物に対しては、所望の流動性に応じて、粉末状補修剤100重量部に対して1〜5重量部の水をさらに追加して使用することもできる。
混合1時間以上はゲル化が急速に進行して乾燥・硬化が速まるため、1時間以内に施工する必要がある。流し込みや塗布で施工した後、補修剤量や施工厚み、混合時間、施工雰囲気温度等の条件で多少異なるが、代表的には約1〜1.5時間で乾燥・硬化し、補修が完了する。
As mentioned above, the repair agent for wet construction of the present invention can be constructed for about 1 hour from the start of mixing with a cement mixer or the like.
In addition, for a mixture of a powdery component and a liquid component, 1 to 5 parts by weight of water may be further added to 100 parts by weight of the powdery repair agent depending on the desired fluidity. it can.
When mixing is performed for 1 hour or longer, gelation progresses rapidly and drying / curing speeds up, so it is necessary to apply within 1 hour. After construction by pouring or coating, the amount of repair agent, construction thickness, mixing time, construction atmosphere temperature, etc. will vary slightly, but typically it will dry and cure in about 1 to 1.5 hours, completing the repair. .

以下、本発明を実施例及び比較例により更に詳細に説明するが、本発明はこれら実施例に限定されるものではない。   EXAMPLES Hereinafter, although an Example and a comparative example demonstrate this invention further in detail, this invention is not limited to these Examples.

(実施例1〜7、比較例1〜6)
図1に示すように、テニスボールのスチール缶φ75mmを正方形枠(59×59×高さh20mm、接着部面積S=34.8cm)に切断加工し、シャモットレンガ2(66×73×厚さ20mm)上に乗せた。
次に、表1に示す各例の粉末状成分100gに対し、液状成分(水ガラス及び/又は水)を20〜27g添加し薬サジで混合撹拌した(補修剤の調製)。数分毎に軽撹拌しながら10分後に補修剤3をスチール枠1に充填した。充填後、室温にて約1時間自然乾燥してから40℃で18時間乾燥し、次いで、電気炉に入れ、室温から昇温して所定焼成温度で3時間保持した。しかる後、電気炉内で1晩放冷し、各例の補修物を得た。得られた補修物を下記の物性評価に供し、得られた結果を表1及び表2に示す。
(Examples 1-7, Comparative Examples 1-6)
As shown in FIG. 1, a steel can φ75 mm of a tennis ball is cut into a square frame (59 × 59 × height h20 mm, adhesion area S = 34.8 cm 2 ) and chamotte brick 2 (66 × 73 × thickness) 20mm).
Next, 20 to 27 g of a liquid component (water glass and / or water) was added to 100 g of the powdery component of each example shown in Table 1, and mixed and stirred with a drug sledge (preparation of a repair agent). The repair agent 3 was filled into the steel frame 1 after 10 minutes with light stirring every few minutes. After filling, it was naturally dried at room temperature for about 1 hour, then dried at 40 ° C. for 18 hours, then placed in an electric furnace, heated from room temperature and held at a predetermined firing temperature for 3 hours. Thereafter, it was allowed to cool overnight in an electric furnace to obtain repairs for each case. The obtained repaired product is subjected to the following physical property evaluation, and the obtained results are shown in Tables 1 and 2.

なお、表1に示したのは、焼成温度900℃の場合の外観観察、収縮率、接着強度、圧縮強度及び耐摩耗性等の物性評価を実施した結果である。
一方、表2に示したのは、低温域(40℃、1日)から300℃〜1100℃(3hr保持)までの広い温度域における接着強度と圧縮強度を調査した結果である。なお、高温焼成後の補修剤のサイズ:約59×59×13mmである。
The results shown in Table 1 are the results of physical appearance evaluation such as appearance observation, shrinkage rate, adhesive strength, compressive strength, and wear resistance when the firing temperature is 900 ° C.
On the other hand, Table 2 shows the results of investigating the adhesive strength and compressive strength in a wide temperature range from a low temperature range (40 ° C., 1 day) to 300 ° C. to 1100 ° C. (3 hr holding). The size of the repair agent after high-temperature firing is about 59 × 59 × 13 mm.

比較例1は、粉末状成分として特開2007−145890号公報に記載のものを用い、液状成分として水ガラスを用いて混合した例であり、混合直後にすぐ硬化してしまったため中止した。
そのため、比較例2は、比較例1と同じ粉末状成分と液状成分を用い、粉末状成分(半分量:50g、約1cm厚み)の表面に液体部(半分量)を滴下(混合せずにシャワーリング)、同様な操作を繰り返して2cm厚に施工した例である。一度に2cm厚で滴下すると液体部が浸透しきれないため、各半分量で2回実施した。
また、比較例6はアルミナセメントを多量含有する配合例である。
Comparative Example 1 was an example in which a powdery component described in JP-A-2007-145890 was used and mixed using water glass as a liquid component, and was stopped because it was cured immediately after mixing.
Therefore, Comparative Example 2 uses the same powdery component and liquid component as Comparative Example 1, and the liquid part (half amount) is dropped (without mixing) on the surface of the powdery component (half amount: 50 g, about 1 cm thickness). Shower ring), an example in which the same operation was repeated to construct a 2 cm thickness. Since the liquid part could not completely penetrate when dripped at a thickness of 2 cm at a time, it was carried out twice with each half amount.
Comparative Example 6 is a blending example containing a large amount of alumina cement.

<性能評価>
[外観観察]
焼成後の補修剤の外観、特に補修剤表面の状態(亀裂や膨れや凹凸の有無)を目視観察して相対評価した。
判定の基準は、◎:非常に良い、○:良い、△:やや悪い、×:明らかに悪い、とした。
<Performance evaluation>
[Appearance observation]
The appearance of the repair agent after firing, particularly the state of the repair agent surface (presence or absence of cracks, blisters, or irregularities) was visually observed for relative evaluation.
Judgment criteria were as follows: ◎: very good, ○: good, △: somewhat bad, x: obviously bad.

[収縮率]
900℃焼成前後の補修剤の寸法、すなわち補修剤立方体の中央水平方向2点(長さL)、同地点の縦方向4点(高さh)をノギスにて測定し、L、h方向の平均収縮率を算出した。
判定の基準は、◎:L<0.5%且つh<1%、○:Lhの一方が◎△、△:L=0.5〜1%、且つh=1〜2%、×:L>1%、又はh>2%、とした。
[Shrinkage factor]
Measure the dimensions of the repair agent before and after firing at 900 ° C., that is, two points in the horizontal direction (length L) in the center of the repair agent cube and four points in the vertical direction (height h) at the same point with calipers. The average shrinkage was calculated.
Judgment criteria are ◎: L <0.5% and h <1%, ○: One of Lh is ◎ △, Δ: L = 0.5 to 1%, h = 1 to 2%, ×: L > 1% or h> 2%.

[接着強度]
図2に示すように、焼成後のレンガ2・補修剤3を垂直に立て、補修剤接着面に沿って支点が平行になるように万能試験機(最大強度1,000kgf)をセットし(レンガ面から補修剤を剥がすようにセットし)、接着強度[kgf]を測定した。なお、接着面は約59×59mm≒34.8cmである。
[Adhesive strength]
As shown in FIG. 2, the brick 2 and the repair agent 3 after firing are set up vertically, and a universal testing machine (maximum strength 1,000 kgf) is set so that the fulcrum is parallel along the repair agent bonding surface (brick) It was set so that the repair agent was peeled off from the surface), and the adhesive strength [kgf] was measured. The adhesion surface is about 59 × 59 mm≈34.8 cm 2 .

[圧縮強度]
図2に示すように、接着強度測定後、レンガ2の表面から剥離した補修剤3を垂直に立て、万能試験機(最大強度1,000kgf)により圧縮強度[kgf]を測定した。なお、接着面がきれいに剥がれた場合の圧縮面は約59×13mm≒7.67 cmである。
[Compressive strength]
As shown in FIG. 2, after measuring the adhesive strength, the repair agent 3 peeled off from the surface of the brick 2 was set up vertically, and the compressive strength [kgf] was measured with a universal testing machine (maximum strength 1,000 kgf). Note that the compression surface when the adhesive surface is peeled off is approximately 59 × 13 mm≈7.67 cm 2 .

[耐摩耗性]
900℃焼成後の補修剤をレンガから切断し、所定のサイズの切断面積(約31×31mm、S=9.5〜9.8cm2)を作成し、この切断面をサンドペーパー(P−100、230×280mm)の半面上で手圧にて500回往復研磨して評価した。
判定の基準は、◎:摩耗減量<0.5g、○:摩耗減量=0.50〜0.69g、△:摩耗減量=0.70〜0.99g、×:摩耗減量≧1g、とした。
[Abrasion resistance]
The repair agent after firing at 900 ° C. is cut from the brick, a cut area of a predetermined size (about 31 × 31 mm, S = 9.5 to 9.8 cm 2) is created, and this cut surface is sandpaper (P-100, 230 × 280 mm) was evaluated by performing reciprocal polishing 500 times by hand pressure.
Judgment criteria were: A: wear loss <0.5 g, O: wear loss = 0.50-0.69 g, Δ: wear loss = 0.70-0.99 g, x: wear loss ≧ 1 g.

[作業性]
補修剤の混合から施工終了までの作業時間と、施工終了から乾燥・硬化時間より相対評価した。
判定の基準は、◎:非常に良い、○:良い、△:やや悪い、×:明らかに悪い、××:極度に悪い、とした。
[Workability]
Relative evaluations were made based on the work time from the mixing of the repair agent to the end of the construction and the drying / curing time from the end of the construction.
Judgment criteria were ◎: very good, ○: good, △: somewhat bad, x: obviously bad, xx: extremely bad.

[総合評価]
各評価を相対評価した。
判定の基準は、◎:非常に良い、○:良い、△:やや悪い、×:明らかに悪い、とした。
[Comprehensive evaluation]
Each evaluation was relative.
Judgment criteria were as follows: ◎: very good, ○: good, △: somewhat bad, x: obviously bad.

Figure 0006188214
Figure 0006188214

Figure 0006188214
Figure 0006188214

[試験結果]
表1に示すように、900℃焼成した場合、本発明の実施例1〜7は比較例1〜6に比べ、全ての物性が優れており、特に接着強度が優れていることが判る。
表2に示すように、低温(40℃)から高温(1100℃)までの接着強度と圧縮強度についても、本発明の実施例1〜7は比較例1〜6に比べ、全ての温度域において優れた強度を有していることが判る。
[Test results]
As shown in Table 1, when baking at 900 degreeC, it turns out that Examples 1-7 of this invention are excellent in all the physical properties compared with Comparative Examples 1-6, and are especially excellent in adhesive strength.
As shown in Table 2, the adhesive strength and compressive strength from low temperature (40 ° C.) to high temperature (1100 ° C.) were also compared with Comparative Examples 1-6 in Examples 1-7 of the present invention in all temperature ranges. It can be seen that it has excellent strength.

<実機試験>
廃油、廃プラ等を燃料とする焼却炉キルン(キルン全長:12.5m、キルン内径:1.8m)で、出口から2m奥付近、出口から4m奥付近、中央部付近において、室温において施工面積約1m(厚み5〜10cm)の補修を実施した。翌日、重油焚きから操業を開始し、通常運転に移行して経過観察した。得られた結果を表3に示す。
<Real machine test>
Incinerator kiln (fuel kiln length: 12.5m, kiln inner diameter: 1.8m) fueled with waste oil, waste plastic, etc., construction area at room temperature, 2m behind the exit, 4m behind the exit, and near the center Repair of about 1 m 2 (thickness 5 to 10 cm) was performed. On the next day, the operation was started from the burning of heavy oil, followed by a transition to normal operation and follow-up. The obtained results are shown in Table 3.

[評価方法]
通常、このキルンの操業運転は約30〜45日程度で停止して補修を繰り返すハードな操業条件であり、その都度、目視観察して補修剤の評価を実施した。
判定の基準は、◎:非常に良い、○:良い、△:やや悪い、×:明らかに悪い、とした。
[Evaluation method]
Usually, the operation of this kiln is a hard operating condition that stops in about 30 to 45 days and repeats repairs, and in each case, the repair agent was evaluated by visual observation.
Judgment criteria were as follows: ◎: very good, ○: good, △: somewhat bad, x: obviously bad.

Figure 0006188214
Figure 0006188214

[試験結果]
本発明の実施例3、5、7と比較例2、5を用いて実機試験を実施した結果を示す。通常、30〜45日程度で補修を繰り返すハードな操業条件であるが、本発明の補修剤は長期間の補修効果が持続しており、耐久性に優れた補修剤であると言いうる。
[Test results]
The result of having carried out an actual machine test using Examples 3, 5, and 7 and Comparative Examples 2 and 5 of the present invention is shown. Usually, it is a hard operating condition in which repair is repeated in about 30 to 45 days, but the repair agent of the present invention maintains a long-term repair effect and can be said to be a repair agent with excellent durability.

以上、本発明を若干の実施形態及び実施例によって説明したが、本発明はこれらに限定されるものではなく、本発明の要旨の範囲内で種々の変形が可能である。
例えば、本発明の補修剤の構成成分であるシリカ化合物やアルミナ化合物については、シリカ、アルミナを主成分とし、Mg、Ca、Fe等を少量含有する鉱物(例えば、カオリン等のクレー類)を少量(2〜5質量%)配合しても使用可能である。
As mentioned above, although this invention was demonstrated with some embodiment and an Example, this invention is not limited to these, A various deformation | transformation is possible within the range of the summary of this invention.
For example, for silica compounds and alumina compounds that are constituents of the repair agent of the present invention, a small amount of minerals (eg, clays such as kaolin) containing silica, alumina as main components and a small amount of Mg, Ca, Fe, etc. (2 to 5% by mass) can be used even if blended.

本発明の補修剤は、室温から高温までの幅広い温度範囲において、しかも急加熱においても高い接着強度と圧縮強度を有する補修剤である。特に接着性能が格段に優れており、アンカーボルトが無いか又は少ない母材の補修に適している。通常の補修剤によれば大きな塊で剥離し易い部位の補修に適用でき、コークス炉前プレートの補修や、サイクロンの流動砂の衝撃が激しい部位等に利用できる。   The repair agent of the present invention is a repair agent having high adhesive strength and compressive strength even in a wide temperature range from room temperature to high temperature, and even in rapid heating. In particular, the adhesive performance is remarkably excellent, and it is suitable for repairing a base material with little or no anchor bolt. The normal repair agent can be applied to repair a part that is easily peeled off by a large lump, and can be used for repairing a coke oven front plate or a part where the impact of fluid sand of a cyclone is severe.

1 スチール枠
2 レンガ
3 補修剤
1 Steel frame 2 Brick 3 Repair agent

Claims (5)

粒子径が0.01〜5.0mmのシリカ15〜45質量%と粒子径が0.05〜5.0mmのアルミナ40〜70質量%から成る耐火性骨材と、微粉末状フリット2〜7質量%と顆粒状低融点化合物1〜4質量%から成る融剤と、アルミナセメント3〜13質量%から成る粉末状成分100重量部に対し、
珪酸アルカリ溶液から成る液状成分を10〜25重量部の割合で含有することを特徴とする湿式施工用補修剤。
A refractory aggregate comprising 15 to 45% by mass of silica having a particle size of 0.01 to 5.0 mm and 40 to 70% by mass of alumina having a particle size of 0.05 to 5.0 mm, and a fine powdered frit 2 to 7 To 100 parts by weight of a powdered component consisting of 3 to 13% by mass of alumina cement and 3 to 13% by mass of a flux consisting of 1 to 4% by mass and granular low melting point compound
A repair agent for wet construction comprising a liquid component comprising an alkali silicate solution in a proportion of 10 to 25 parts by weight.
上記液状成分として水を0.5〜15重量部の割合で更に含有することを特徴とする請求項1に記載の湿式施工用補修剤。   The wet repair agent according to claim 1, further comprising 0.5 to 15 parts by weight of water as the liquid component. 上記微粉末状フリットが粒子径0.001〜0.07mmで融点600〜900℃の硼珪酸系ガラスであり、上記顆粒状低融点化合物が粒子径0.1〜1mmの硼酸及び/又は酸化硼素であり、
これらの平均粒子径の比(顆粒状低融点化合物/微粉末状フリット)≧10であることを特徴とする請求項1又は2に記載の湿式施工用補修剤。
The fine powder frit is a borosilicate glass having a particle size of 0.001 to 0.07 mm and a melting point of 600 to 900 ° C., and the granular low melting point compound is boric acid and / or boron oxide having a particle size of 0.1 to 1 mm. And
The ratio of these average particle diameters (granular low melting point compound / fine powdered frit) ≧ 10, The repair agent for wet construction according to claim 1 or 2.
上記珪酸アルカリ溶液が珪酸ソーダ溶液又は珪酸カリウム溶液でありSiO/RO(Rはアルカリ金属)モル比が3〜4で、固形分(SiO+RO(Rはアルカリ金属))濃度が30〜40質量%であることを特徴とする請求項1〜3のいずれか1つの項に記載の湿式施工用補修剤。 The alkali silicate solution is a sodium silicate solution or a potassium silicate solution, the SiO 2 / R 2 O (R is alkali metal) molar ratio is 3 to 4, and the solid content (SiO 2 + R 2 O (R is alkali metal)) concentration The repair agent for wet construction according to any one of claims 1 to 3, wherein is 30 to 40% by mass. 請求項1〜4のいずれか1つの項に記載の湿式施工用補修剤の粉末状成分と液状成分を混合し、得られた湿式施工用補修剤をこの混合開始から1時間以内に室温〜100℃で対象とする耐火物に施工し、1〜1.5時間で乾燥・硬化させることを特徴とする補修方法。 A powdery component and a liquid component of the wet construction repair agent according to any one of claims 1 to 4 are mixed, and the obtained wet construction repair agent is mixed at room temperature to 100 within one hour from the start of mixing. A repair method characterized in that it is applied to a target refractory at ℃ and dried and cured in 1 to 1.5 hours.
JP2013240667A 2013-11-21 2013-11-21 Wet construction repair agent and repair method Expired - Fee Related JP6188214B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013240667A JP6188214B2 (en) 2013-11-21 2013-11-21 Wet construction repair agent and repair method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013240667A JP6188214B2 (en) 2013-11-21 2013-11-21 Wet construction repair agent and repair method

Publications (2)

Publication Number Publication Date
JP2015101489A JP2015101489A (en) 2015-06-04
JP6188214B2 true JP6188214B2 (en) 2017-08-30

Family

ID=53377508

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013240667A Expired - Fee Related JP6188214B2 (en) 2013-11-21 2013-11-21 Wet construction repair agent and repair method

Country Status (1)

Country Link
JP (1) JP6188214B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6375274B2 (en) * 2015-08-25 2018-08-15 日本碍子株式会社 Method for producing powder mixture and amorphous refractory for furnace wall
CN105439576A (en) * 2015-11-05 2016-03-30 浙江长兴强立耐火材料有限公司 Preparation method of water slag ditch abrasive
CN115286403B (en) * 2022-07-14 2023-05-09 中铸新材工业(江苏)有限公司 Heated self-flowing quick repair dry powder and preparation method thereof

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5330124A (en) * 1976-09-01 1978-03-22 Kansai Hoon Kogyo Kk Spraying indeterminate form refractories with acid proof
US4230498A (en) * 1978-08-02 1980-10-28 United States Steel Corporation Coke oven patching and sealing material
JP3619689B2 (en) * 1997-12-05 2005-02-09 Jfeスチール株式会社 Coke oven carbonization room brick repair material and repair method
JP2002201477A (en) * 2000-12-28 2002-07-19 Kawasaki Steel Corp Method for repairing coke oven opening
JP2003261388A (en) * 2002-01-07 2003-09-16 Kawasaki Refract Co Ltd Gunning refractory
JP4864430B2 (en) * 2005-11-24 2012-02-01 株式会社タイホーコーザイ Coke oven coking chamber hearth powder repair agent and repair method

Also Published As

Publication number Publication date
JP2015101489A (en) 2015-06-04

Similar Documents

Publication Publication Date Title
US9751804B2 (en) Refractory castables with hydrophobic aggregates
US10295261B2 (en) Refractory lining repair material
CN100467426C (en) Silicon carbide crusting resistant pouring material and preparation method thereof
CN108033795B (en) High-aluminum castable for permanent layer of torpedo ladle
JP6188214B2 (en) Wet construction repair agent and repair method
JP6049213B2 (en) Coke oven joint repair material
JP2018108902A (en) Light-weight heat insulating unshaped refractory
KR20080083667A (en) Self-flow refractory mixture
JP6427456B2 (en) Unshaped refractory composition and unshaped refractory
US20090114365A1 (en) Material used to combat thermal expansion related defects in high temperature casting processes
JP6498515B2 (en) Refractory composition and refractory concrete block using the same
CN102718505A (en) Blast furnace lining pumping wet spraying refractory material
JP4864430B2 (en) Coke oven coking chamber hearth powder repair agent and repair method
JP2013234092A (en) Cast refractory
JP6202025B2 (en) Irregular refractories for repair that can be painted
US20190055165A1 (en) Precast refractory block for coke oven
KR101086841B1 (en) Magnesia - Olivine Monolithic Refractory and Method for Preparing the Same
Sengupta et al. Manufacturing and properties of refractories
KR100450222B1 (en) Rapidly repairing refractories for trough of blast furnace
JP6386317B2 (en) Silica brick for hot repair
KR20130015707A (en) Ceramic welding composition
JP3659627B2 (en) Wet spray construction method
JP3619715B2 (en) Mortar reinforcement for high temperature furnace brick repair, high temperature furnace brick repair material, and high temperature furnace brick repair method
KR100569207B1 (en) Basic wet spray mix
JPH06256065A (en) Refractory for hot repairing

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20160822

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20170414

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20170508

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170613

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: 20170727

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20170731

R150 Certificate of patent or registration of utility model

Ref document number: 6188214

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees