JP2015221456A - Weir refractory construction method for induction heating type tundish and weir refractory repair method for weir refractory - Google Patents

Weir refractory construction method for induction heating type tundish and weir refractory repair method for weir refractory Download PDF

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JP2015221456A
JP2015221456A JP2014107234A JP2014107234A JP2015221456A JP 2015221456 A JP2015221456 A JP 2015221456A JP 2014107234 A JP2014107234 A JP 2014107234A JP 2014107234 A JP2014107234 A JP 2014107234A JP 2015221456 A JP2015221456 A JP 2015221456A
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JP6318849B2 (en
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大久保 勝弘
Katsuhiro Okubo
勝弘 大久保
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Nippon Steel Corp
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Abstract

PROBLEM TO BE SOLVED: To suppress the generation of cracks with complicating the configuration of the whole of a weir refractory.SOLUTION: A method of the invention is the method for applying a weir refractory 11 to an induction heating type tundish 1 provided with the weir refractory 11 having channels 12a that make molten steel pass through in both side bottoms in the width direction between the hot-water receiving side 2 that receives molten steel from a ladle and the casting side 3 that discharges the molten steel into the casting mold. Firstly, castable refractories 13,14 are cast into the periphery of a coil duct 5 to make an iron core for induction heating pass through to apply a castable refractory layer. Next, after block refractories 16-18 are disposed on the side of the runner refractory 12 of the castable refractory layers 13,14 and on the side of the hot-water receiving side 2 and the casting side 3 on the utilization side of the castable refractory layers 13,14, a castable refractory 15 is applied to a gap between these block refractories 16-18 and between a runner brick 12 and the castable refractory layers 13,14.

Description

本発明は、誘導加熱型タンディシュの堰耐火物を施工する方法、及びこの方法で施工した堰耐火物を補修する方法に関するものである。   The present invention relates to a method for constructing a weir refractory for an induction heating type tundish, and a method for repairing a weir refractory constructed by this method.

連続鋳造において、鋳型に供給する溶鋼中の介在物浮上分離と、複数の鋳型へ溶鋼を分配することを目的として、誘導加熱用鉄芯を備えた誘導加熱型タンディッシュが使用されている。   In continuous casting, an induction heating type tundish equipped with an induction heating iron core is used for the purpose of separating floating of inclusions in molten steel supplied to a mold and distributing the molten steel to a plurality of molds.

この誘導加熱型タンディッシュ1は、図5に示すように、取鍋から溶鋼を注入される受湯側2と、タンディッシュ1内の溶鋼を排出孔3aから鋳型に排出する鋳込み側3を、大型の堰耐火物4によって区画している。そして、前記堰耐火物4の幅方向(図5(a)の紙面上下方向)の両側下部に形成した流路4aを受湯側2から鋳込み側3に溶鋼が通過する際に、前記堰耐火物4の前記両流路4a間に設けた誘導加熱用鉄芯で加熱するように構成している。   As shown in FIG. 5, this induction heating type tundish 1 includes a hot water receiving side 2 into which molten steel is poured from a ladle, and a casting side 3 for discharging molten steel in the tundish 1 from a discharge hole 3a to a mold. It is partitioned by a large weir refractory 4. When the molten steel passes from the hot water receiving side 2 to the casting side 3 through the flow path 4a formed in both lower portions in the width direction of the weir refractory 4 (the vertical direction in FIG. 5A), the weir refractory The object 4 is configured to be heated by an induction heating iron core provided between the two flow paths 4a.

前記大型の堰耐火物4は、タンディッシュに設置した状態をタンディッシュの上方から見た場合に、図6に示すように、誘導加熱用鉄芯を通すコイルダクト5の孔5aを中央に、その周囲を定形煉瓦6、ブロック耐火物7等の複数種の耐火物を組み合わせて施工して形成されている。なお、図6中の8は湯道耐火物を示す。   When the large weir refractory 4 is viewed from above the tundish when it is installed in the tundish, as shown in FIG. 6, the hole 5a of the coil duct 5 through which the induction heating iron core is passed, The surroundings are formed by combining a plurality of types of refractories such as the shaped brick 6 and the block refractory 7. In addition, 8 in FIG. 6 shows a runner refractory.

このような構成の堰耐火物は、タンディッシュを繰り返し再使用する過程で、加熱、冷却、振動の影響で、耐火物に亀裂が発生したり、煉瓦間の目地が開く現象が発生し、これら亀裂や目地開きが次第に進展して最終的に地金差しにまで至り補修が困難となる。従って、地金差しに至った段階で堰耐火物を解体することになってコスト的にも割高となる。   Weir refractories with such a structure cause cracks in the refractory and / or the opening of joints between bricks due to the effects of heating, cooling and vibration in the process of repeatedly reusing the tundish. Cracks and joints gradually develop, eventually reaching the metal bar, making repair difficult. Therefore, the weir refractory is dismantled at the stage of reaching the metal bar, which is expensive in terms of cost.

そのため、大型の堰耐火物を形成する場合は、コスト的に割高となる問題がある。また、施工の際に不定形耐火物を多量に流し込んで施工厚さを厚くした場合は、その乾燥に長時間を要するため、堰耐火物の施工時間が長くなる。   Therefore, when a large dam refractory is formed, there is a problem that the cost is high. In addition, when a large amount of amorphous refractory is poured during construction to increase the construction thickness, it takes a long time to dry the refractory, so that the construction time of the weir refractory becomes long.

一方、複数種の耐火物を組み合わせて堰耐火物を施工する場合は、施工作業が複雑になって施工精度に施工作業者による個人差が生じるという問題がある。   On the other hand, when constructing a dam refractory by combining a plurality of types of refractories, there is a problem that the construction work becomes complicated and individual differences in construction accuracy occur among construction workers.

なお、以降において、定形耐火物(若しくは定形煉瓦)は、予め成形・焼成された耐火物を意味し、不定形耐火物とは、粉粒体または練り土状の耐火物を意味する。また、ブロック耐火物とは、通常、現地における施工で流し込みをする不定形耐火物を意味し、予め成形・乾燥された耐火物である。   In the following, the regular refractory (or regular brick) means a refractory that has been molded and fired in advance, and the irregular refractory means a granular or kneaded refractory. In addition, the block refractory means an indeterminate refractory that is usually poured in on-site construction, and is a refractory that has been molded and dried in advance.

誘導加熱型タンディッシュの前記問題点に鑑みて、特許文献1では、受湯側と鋳込み側を連通する流路を形成する耐火物スリーブを、異種不定形耐火物によって定形に製造されるブロック体の所定位置に膨張吸収耐火材を介在させて予め製造したスリーブ煉瓦を配置して一体化する方法が開示されている。   In view of the above-mentioned problem of the induction heating type tundish, Patent Document 1 discloses a block body in which a refractory sleeve that forms a flow path that communicates a hot water receiving side and a casting side is formed into a fixed shape using a different kind of irregular refractory. A method of disposing and integrating sleeve bricks manufactured in advance by interposing an expansion-absorbing refractory material at a predetermined position is disclosed.

この特許文献1で開示された方法によれば、スリーブ煉瓦とブロック体に亀裂が発生するのを防止することができるが、それ以外の堰耐火物の構成部分における地金差しを防止することについて言及した記載はない。   According to the method disclosed in Patent Document 1, it is possible to prevent cracks from occurring in the sleeve brick and the block body, but it is possible to prevent ingots in other constituent parts of the dam refractory. There is no mention.

また、特許文献2には、タンディッシュの鉄皮の内側に取付け固定した押え部材の先端を、堰耐火物を構成する耐火物内及び耐火物上面の何れか一方又は双方に埋設させることで、堰耐火物への亀裂や耐火物の緩みの発生を抑制する方法が開示されている。   Further, in Patent Document 2, the tip of the presser member attached and fixed inside the tundish iron skin is embedded in either or both of the refractory and the refractory upper surface constituting the dam refractory, A method of suppressing the occurrence of cracks in the weir refractory and the loosening of the refractory is disclosed.

しかしながら、この特許文献2にも、堰耐火物の構造に基づいて発生する亀裂を抑制することについて言及した記載はない。   However, this Patent Document 2 also does not mention mentioning suppression of cracks generated based on the structure of the dam refractory.

また、特許文献3には、内側が溶鋼の流路となった内筒湯道耐火物の外側に、断熱材を介して外筒湯道耐火物を同心状に装着したタンディッシュの湯道耐火物が開示されている。   Further, Patent Document 3 discloses a tundish runway refractory in which an outer tubular runway refractory is concentrically mounted on the outside of an inner tubular runway refractory whose inner side is a flow path of molten steel. Things are disclosed.

この特許文献3で開示された湯道耐火物は、予熱時に内筒湯道耐火物と外筒湯道耐火物との温度が急激に増大しても過大な熱応力を生じることがなく、また、タンディッシュを繰り返し再使用した時の加熱、冷却に対する熱応力も抑制できるので、湯道耐火物に亀裂が発生するのを防止することができる。   The runner refractory disclosed in Patent Document 3 does not cause excessive thermal stress even if the temperature of the inner tubular runner refractory and the outer tubular runway refractory increases rapidly during preheating. Moreover, since the thermal stress for heating and cooling when the tundish is repeatedly reused can be suppressed, it is possible to prevent the runway refractory from cracking.

しかしながら、特許文献3で開示された湯道耐火物は、湯道耐火物を内筒湯道耐火物と外筒湯道耐火物に分割しているために目地が多くなって、目地の緩みによる地金差しが発生する箇所が多くなるという問題がある。また、湯道耐火物以外の堰耐火物の構成部分における地金差しを防止することに言及した記載もない。   However, the runner refractory disclosed in Patent Document 3 is divided into an inner tubular runway refractory and an outer tubular runway refractory because the runner refractory is divided into an outer tubular runway refractory and a loose joint. There is a problem in that there are many places where bullion is generated. Moreover, there is no description which mentions preventing the metal bar in the component part of dam refractories other than runner refractories.

特許第3205119号公報Japanese Patent No. 3205119 特許第5075651号公報Japanese Patent No. 5075651 特開平9−220647号公報JP-A-9-220647

本発明が解決しようとする問題点は、特許文献1〜3で開示された技術では、堰耐火物の構造に基づいて発生する亀裂の抑制や、スリーブ煉瓦とブロック体或いは湯道耐火物以外の堰耐火物の構成部分における地金差しを防止することに言及した記載はないという点である。つまり、前記特許文献1〜3で開示された技術は堰耐火物の部分的な改善であるという点である。   The problem to be solved by the present invention is that the techniques disclosed in Patent Documents 1 to 3 suppress cracks generated based on the structure of the dam refractory, and other than sleeve brick and block body or runway refractory. It is a point that there is no description which mentions preventing the metal bar in the component part of a dam refractory. That is, the technique disclosed in Patent Documents 1 to 3 is a partial improvement of the weir refractory.

本発明では、堰耐火物の全体の耐火物構成や堰構造を改善することで地金差しを軽減させることを目的としている。   The object of the present invention is to reduce the metal insert by improving the overall refractory structure and dam structure of the dam refractory.

具体的には、本発明は、堰耐火物全体の構成を複雑なものとすることなく亀裂の発生を抑制することで、安価に、施工時間が長くならず、施工精度に施工作業者の個人差が生じることのないようにすることを目的としている。   Specifically, the present invention suppresses the generation of cracks without complicating the overall construction of the dam refractory, thereby reducing the construction time without increasing the construction time. The goal is to prevent differences.

本発明は、
取鍋から溶鋼を受け入れる受湯側と、溶鋼を鋳型に排出する鋳込み側と、前記受湯側と前記鋳込み側の間に、前記受湯側から前記鋳込み側へ溶鋼を通す流路を幅方向の両側下部に備えた堰耐火物を設けた誘導加熱型タンディッシュに、前記堰耐火物を施工する方法であって、
先ず、前記誘導加熱用鉄芯を通すためのコイルダクトの周囲に不定形耐火物を流し込んで複数の不定形耐火物層を施工し、
次に、前記流路を形成した湯道耐火物を、前記施行した不定形耐火物層の、堰耐火物の幅方向の両側下部に、また、ブロック耐火物を、複数の不定形耐火物層の湯道耐火物側、及び前記複数の不定形耐火物層の、湯道耐火物の前記受湯側と前記鋳込み側の稼働面側に配置した後、これらブロック耐火物及び湯道煉瓦と複数の不定形耐火物層との間隙に不定形耐火物を施工することを最も主要な特徴としている。
The present invention
A hot water receiving side for receiving molten steel from a ladle, a casting side for discharging molten steel into a mold, and a flow path for passing molten steel from the hot water receiving side to the casting side between the hot water receiving side and the casting side in the width direction The induction heating type tundish provided with the dam refractory provided on the lower sides of the both sides is a method of constructing the dam refractory,
First, a plurality of amorphous refractory layers are constructed by pouring an amorphous refractory around the coil duct for passing the induction heating iron core,
Next, the runner refractory that forms the flow path is placed on the lower side of the weir refractory in the width direction of the enforced amorphous refractory layer, and the block refractory is provided with a plurality of irregular refractory layers. After arranging the runner refractory side and the plurality of irregular refractory layers on the hot water receiving side of the runner refractory and the working surface side of the casting side, the block refractory and the runway brick and the plurality The most important feature is the construction of an amorphous refractory in the gap with the amorphous refractory layer.

本発明の堰耐火物施工方法は、大型の堰耐火物を、湯道耐火物と、不定形耐火物と、ブロック耐火物を用いて施工し、定形煉瓦積みを不要とするので、堰耐火物全体の構成が複雑なものとならず、しかも、煉瓦間の目地数も大幅に減少する。また、ブロック耐火物を多く使用するので、大型の堰耐火物であっても不定形耐火物の施工量を低減できる。また、複数の不定形耐火物層の外側にブロック耐火物を施工するので、亀裂の進展を抑えることができる。   The dam refractory construction method of the present invention is constructed using a large dam refractory using a runway refractory, an irregular refractory, and a block refractory, and eliminates the need for shaped brickwork. The overall configuration is not complicated, and the number of joints between bricks is greatly reduced. Moreover, since many block refractories are used, the construction amount of an amorphous refractory can be reduced even if it is a large dam refractory. Moreover, since a block refractory is constructed outside the plurality of irregular refractory layers, the progress of cracks can be suppressed.

また、本発明は、
本発明方法で施工した誘導加熱型タンディッシュの堰耐火物を補修する方法であって、
湯道耐火物の受湯側と鋳込み側の稼働面から、これら稼働面側に施工したブロック耐火物を回収できる厚み分だけ、ブロック耐火物と複数の不定形耐火物層との間隙に施工した不定形耐火物を解体して前記ブロック耐火物を取り出した後、
この取り出したブロック耐火物を補修した補修ブロック耐火物を湯道耐火物の受湯側と鋳込み側の稼働面側に配置し、この補修ブロック耐火物と複数の不定形耐火物層との間隙に不定形耐火物を流し込んで施工することを最も主要な特徴としている。
The present invention also provides:
A method for repairing a weir refractory of an induction heating type tundish constructed by the method of the present invention,
Installed in the gap between the block refractory and multiple amorphous refractory layers from the working side of the hot water receiving side and casting side of the runway refractory by the thickness that can collect the block refractory constructed on the working side. After dismantling the irregular refractory and taking out the block refractory,
The repaired block refractory, which has been repaired from the removed block refractory, is placed on the hot water receiving side of the runway refractory and on the working side of the casting side, and in the gap between the repaired block refractory and a plurality of irregular refractory layers. The most important feature is that it is poured into an irregular refractory.

本発明の堰耐火物補修方法は、堰耐火物の解体時にブロック耐火物を回収して、再度、稼働面側の補修に用いるので、不定形耐火物の施工量が堰耐火物全体を施工する場合に比べて少量ですむ。   The dam refractory repair method of the present invention collects the block refractory at the time of dismantling the dam refractory and uses it again for repair on the working surface side, so the amount of construction of the irregular refractory constructs the entire weir refractory Small amount compared to the case.

本発明の施工方法は、大型の堰耐火物を、湯道耐火物と、不定形耐火物と、ブロック耐火物で構成し、定形煉瓦積みを不要とするので、堰耐火物全体の構成が複雑なものとならず、施工作業者の個人差を低減できる。また、定形煉瓦積みが不要であるので、煉瓦間の目地数が大幅に減少し、煉瓦間の目地が開くこともない。また、ブロック耐火物を多く使用するので、大型の堰耐火物であっても不定形耐火物の施工量を低減でき、耐火物に含む水分乾燥も容易に行うことができる。また、複数の不定形耐火物層の外側にブロック耐火物を施工するので、亀裂の進展を抑えることができる。   In the construction method of the present invention, a large dam refractory is composed of a runway refractory, an irregular refractory, and a block refractory, so that no fixed brickwork is required, so the overall structure of the dam refractory is complicated. Therefore, individual differences among construction workers can be reduced. In addition, since no regular brickwork is required, the number of joints between bricks is greatly reduced, and joints between bricks are not opened. Moreover, since many block refractories are used, even if it is a large dam refractory, the construction amount of an amorphous refractory can be reduced and the moisture drying contained in a refractory can also be performed easily. Moreover, since a block refractory is constructed outside the plurality of irregular refractory layers, the progress of cracks can be suppressed.

また、本発明の補修方法は、堰耐火物の解体時にブロック耐火物を回収して、再度、稼働面側の補修に用いるので、不定形耐火物の施工量が堰耐火物全体を施工する場合に比べて少量ですむ。従って、割高となっていた堰耐火物のコストを改善できるほか、堰耐火物の補修時に耐火物の水分乾燥時間を短縮することができる。   In addition, the repair method of the present invention collects the block refractory at the time of dismantling the dam refractory, and again uses it for repair on the working surface side, so when the construction amount of the irregular refractory applies the entire dam refractory Compared to a small amount. Therefore, the cost of the dam refractory that has been expensive can be improved, and the moisture drying time of the refractory can be shortened when the dam refractory is repaired.

すなわち、本発明により、誘導加熱型連続鋳造用タンディッシュの堰耐火物への地金差しを抑制できるので、計画的な堰耐火物の補修施工を確立することができ、突発的な地金差しによるタンディッシュの使用停止を防止でき、堰耐火物を全面解体するまでの堰寿命向上が図れて、コスト改善にも効果がある。   That is, according to the present invention, it is possible to suppress the bullion insertion to the dam refractory of the induction heating type continuous casting tundish, so that it is possible to establish a planned dam refractory repair construction, Can stop the use of tundish, and can improve the life of the weir until the entire weir refractory is dismantled.

本発明方法で施工した堰耐火物の説明図であり、(a)はタンディッシュの受湯側から見た側面図、(b)は(a)のA−A断面図、(c)は(a)のB−B断面図である。It is explanatory drawing of the dam refractory constructed by the method of this invention, (a) is the side view seen from the hot water receiving side of the tundish, (b) is AA sectional drawing of (a), (c) is ( It is BB sectional drawing of a). 本発明方法で補修した堰耐火物の図1(a)のB−B位置の断面図である。It is sectional drawing of the BB position of Fig.1 (a) of the dam refractory repaired with the method of this invention. 従来方法と本発明方法によるタンディッシュの堰耐火物施工サイクルと堰寿命を比較した図である。It is the figure which compared the weir refractory construction cycle of the tundish by the conventional method and the method of this invention, and the weir life. 従来方法と本発明方法によるタンディッシュの堰耐火物の補修後の水分乾燥時間指数を比較した図である。It is the figure which compared the moisture drying time index | exponent after repair of the tundish weir refractory by the conventional method and this invention method. 誘導加熱型連続鋳造用タンディッシュを説明する図で、(a)は上方から見た図、(b)は(a)のE−E断面図である。It is a figure explaining the tundish for induction heating type | mold continuous casting, (a) is the figure seen from upper direction, (b) is EE sectional drawing of (a). 従来方法で施工した堰耐火物の図1(a)のB−B位置における断面図である。It is sectional drawing in the BB position of Fig.1 (a) of the dam refractory constructed by the conventional method.

本発明では、堰耐火物全体の構成を複雑なものとせずに亀裂の発生を抑制するとともに、施工時間が長くならず、施工精度に施工作業者の個人差が生じないようにすることを目的とするものである。   The purpose of the present invention is to suppress the occurrence of cracks without complicating the overall structure of the dam refractory, to prevent the construction time from becoming long, and to prevent individual differences among construction workers in construction accuracy. It is what.

誘導加熱型タンディッシュの堰耐火物の安定化を図り、かつ寿命向上によってコスト改善を図るためには、これまで問題となっていた亀裂進展による地金差しを抑制することが必要である。   In order to stabilize the weir refractory of the induction heating type tundish and to improve the cost by improving the lifespan, it is necessary to suppress the bare metal insertion due to the crack propagation which has been a problem until now.

発明者が、地金差しの発生過程を観察し、分析調査した結果、タンディッシュの繰り返し再使用による加熱、冷却、振動により、堰耐火物を構成する煉瓦間の目地の緩み、不定形耐火物の亀裂が次第に進展して地金差しが発生することを突き止めた。   As a result of the inventor observing and analyzing the generation process of the bullion, the joints between the bricks constituting the weir refractory loosen due to heating, cooling and vibration by repeated reuse of tundish, and irregular refractories. It was found that the cracks of the metal gradually developed and a bullion was generated.

これらを踏まえ、誘導加熱型タンディッシュの堰耐火物は、煉瓦間の目地を減らす、もしくは目地をなくすことで、振動による目地緩みもなくなる。また、コイルダクトの周囲に不定形耐火物を層状に施工し、ブロック耐火物を施工することで、亀裂の進展を抑えることができると考えた。   Based on these considerations, the weir refractory of the induction heating type tundish eliminates joint joints between bricks or eliminates joints, thereby eliminating joint loosening due to vibration. Moreover, we thought that the progress of cracks could be suppressed by constructing a layered amorphous refractory around the coil duct and constructing a block refractory.

そこで、前記目的を実現するために、発明者は、以下の構成を採用することにした。
1)煉瓦間の目地数を大幅に減らすために、不定形耐火物とブロック耐火物を多く使用して定形煉瓦積みを不要とする。
Therefore, in order to realize the above object, the inventor decided to adopt the following configuration.
1) In order to greatly reduce the number of joints between bricks, a large number of irregular refractories and block refractories will be used to eliminate the need for regular brickwork.

2) 亀裂の進展を抑えるために、コイルダクトの周囲に不定形耐火物を層状に施工する。
さらに、
3) 施工作業者の個人差を低減するために、湯道耐火物と不定形耐火物とブロック耐火物で構成して定形煉瓦積みを不要とし、複雑な構成としない。
2) In order to suppress the growth of cracks, a layer of amorphous refractory is applied around the coil duct.
further,
3) In order to reduce individual differences among construction workers, it is composed of runner refractories, irregular refractories, and block refractories, so that there is no need for regular brickwork and no complicated construction.

また、上記本発明方法により施工した堰耐火物の場合は、
4)ブロック耐火物は堰耐火物の解体時に回収し再度堰耐火物の施工に使用することで、稼働面を部分的に解体補修することができる。
In the case of a dam refractory constructed by the method of the present invention,
4) Block refractories can be recovered at the time of dismantling the weir refractories and used again for the construction of weir refractories, so that the working surface can be partially dismantled and repaired.

5)補修した堰耐火物は不定形耐火物の施工量が低減するので、大型な堰耐火物においても水分乾燥が容易になる。
6)これらによって、突発的な地金差しによる堰耐火物の使用停止を防止することができ、計画的なタンディッシュ施工が可能となり、あわせて堰耐火物のコスト改善がなされる。
5) Since the repaired weir refractory reduces the amount of non-standard refractory construction, moisture drying is easy even for large weir refractories.
6) By these, it is possible to prevent the use of the dam refractory due to sudden bullion insertion, and to make planned tundish construction possible. In addition, the cost of the dam refractory is improved.

以下、図5で説明した誘導加熱型タンディッシュ1に本発明の方法で堰耐火物を施工する方法について図1を用いて説明する。   Hereinafter, a method of constructing a weir refractory by the method of the present invention on the induction heating type tundish 1 described in FIG. 5 will be described with reference to FIG.

11は本発明方法で施工する堰耐火物であり、湯道耐火物12と、誘導加熱用鉄芯のコイルダクト5の周囲に施工する例えば3層の不定形耐火物13〜15と、これら3層の不定形耐火物13〜15の外周側に施工するブロック耐火物16〜18で構成し、従来の定形煉瓦積みを不要としている。   11 is a weir refractory constructed by the method of the present invention, such as a runner refractory 12, a three-layer amorphous refractory 13 to 15 constructed around a coil duct 5 of an induction heating iron core, It consists of block refractories 16-18 constructed on the outer peripheral side of the irregular refractories 13-15 of the layer, eliminating the need for conventional shaped brickwork.

そして、前記堰耐火物11の施工に際しては、先ず、前記誘導加熱用鉄芯を通すためのコイルダクト5の周囲に、例えば不定形耐火物13,14を流し込んで2層の不定形耐火物層を施工する。   When the dam refractory 11 is constructed, first, for example, the amorphous refractories 13 and 14 are poured around the coil duct 5 through which the induction heating iron core is passed to form two layers of the irregular refractory layers. Install.

この不定形耐火物13,14の流し込み施工は、例えば、以下のように行う。
まず、コイルダクト5の外周に1層目の厚み、例えば30mmの隙間を形成した外枠を配置した後前記隙間に不定形耐火物13を注入し、その後、固化した後に1層目の外枠を外す。次に、1層目の外周に2層目の厚み、例えば30mmの隙間を形成した外枠を配置して2層目の不定形耐火物14を注入する。2層目の不定形耐火物14が固化した後に2層目の外枠を外す。
For example, the casting of the irregular refractories 13 and 14 is performed as follows.
First, an outer frame having a first layer thickness, for example, a gap of 30 mm, is arranged on the outer periphery of the coil duct 5, and then the amorphous refractory 13 is injected into the gap, and then solidified and then the first layer outer frame. Remove. Next, an outer frame having a second layer thickness, for example, a gap of 30 mm, is disposed on the outer periphery of the first layer, and the second layer of the amorphous refractory 14 is injected. After the second-layer amorphous refractory 14 is solidified, the outer frame of the second layer is removed.

次に、図5に示すタンディッシュ1の受湯側2から鋳込み側3に溶鋼を流す、流路12aを内部に形成した湯道耐火物12を、前記施工した不定形耐火物13,14層の、タンディッシュ1の幅方向の両側下部に配置する。   Next, the runaway refractory 12 having a flow passage 12a formed therein is used for flowing molten steel from the hot water receiving side 2 to the casting side 3 of the tundish 1 shown in FIG. The tundish 1 is disposed at the lower part on both sides in the width direction.

また、ブロック耐火物16を前記施工した不定形耐火物13,14層と湯道耐火物12の間に、ブロック耐火物17を前記施工した不定形耐火物13,14層の、湯道耐火物12の前記受湯側と前記鋳込み側の稼働面側に、ブロック耐火物18を前記ブロック耐火物16の上方に配置する。   Further, the runway refractory of the unstructured refractory 13 and 14 layer having the block refractory 17 constructed between the unstructured refractory 13 and 14 layer having the block refractory 16 constructed and the runway refractory 12 has been constructed. The block refractory 18 is disposed above the block refractory 16 on the hot water receiving side 12 and the working side of the casting side.

その後、湯道耐火物12の前記受湯側と前記鋳込み側の稼働面側に、例えば50mmの隙間を形成して外枠を設置し、前記ブロック耐火物16〜18、及び湯道煉瓦12と不定形耐火物13,14層との間隙に不定形耐火物15を施工する。   Thereafter, an outer frame is formed by forming a gap of, for example, 50 mm on the hot water receiving side and the casting side working surface side of the runner refractory 12, and the block refractories 16 to 18 and the runner brick 12 The amorphous refractory 15 is applied in the gap between the amorphous refractory 13 and 14 layers.

上記本発明方法では、設備上の制約によりで不定形耐火物層の施工も制約されるが、通常、取鍋耐火物ではパーマネント煉瓦が2層、ウェア耐火物が1層の計3層が標準であるので、本発明の堰耐火物11の場合も、不定形耐火物の流し込み施工による層は、3層以上とすることが望ましい。本発明の場合、湯道耐火物12のコイルダクト5側にはブロック耐火物16又は18が設置されているので、実質的には4層構造とも言える。   In the above-mentioned method of the present invention, the construction of the irregular refractory layer is also restricted due to the restrictions on the equipment, but in general, the ladle refractory has two layers of permanent bricks and one layer of ware refractory as a standard total of three layers. Therefore, also in the case of the weir refractory 11 of the present invention, it is desirable that the number of layers formed by casting the irregular refractory is three or more. In the case of the present invention, since the block refractory 16 or 18 is installed on the side of the coil duct 5 of the runner refractory 12, it can be said that it is substantially a four-layer structure.

前記流し込み施工する不定形耐火物13〜15の厚みは、流し込みが可能で、かつ、流し込んだ不定形耐火物13〜15の充填性を確保でき、亀裂の進展の抑制に効果を発揮する厚みとする。但し、決められた設備上の制約の中でも、少なくとも30mmは必要である。   The thickness of the irregular refractories 13 to 15 to be cast is such that the casting is possible, the filling property of the cast irregular refractories 13 to 15 can be ensured, and the effect of suppressing the progress of cracks is achieved. To do. However, at least 30 mm is necessary even within the set restrictions on equipment.

また、前記流し込み施工する不定形耐火物13〜15の強度は、それぞれ異なる強度としてもよい。不定形耐火物の強度はそれぞれの材料特性で変わるので、高強度にする場合は、例えば材料内にステンレスファイバーを添加し、添加水分量を低水分化して低気孔率(緻密化)にすればよい。また、材料の粒度構成、結合剤の改善等によっても強度を変えることができる。但し、前記実施例のように30mm厚さとする場合は、選定した材料の充填性を考えて流動性も有する材料を選定する必要がある。   Moreover, the strength of the irregular refractories 13 to 15 to be cast may be different from each other. The strength of the amorphous refractory varies depending on the material characteristics. Therefore, if you want to increase the strength, for example, add stainless steel fiber to the material to reduce the amount of water added and reduce the porosity (densification). Good. In addition, the strength can be changed by changing the material particle size, improving the binder, and the like. However, when the thickness is 30 mm as in the above embodiment, it is necessary to select a material having fluidity in consideration of the filling property of the selected material.

図6で説明した従来方法で施工した堰耐火物4では、定形煉瓦6の組み合わせを含み、不定形耐火物の流し込み施工を実施しているが、亀裂の進展と定形煉瓦6間の目地の開きによって生じた地金差しが堰耐火物4の内部まで侵入する。従って、堰耐火物4の補修が困難で、堰耐火物すべてを解体する必要があった。   In the dam refractory 4 constructed by the conventional method described in FIG. 6, including the combination of the regular bricks 6, the casting of the irregular refractory is carried out, but the progress of the crack and the opening of the joints between the regular bricks 6 are performed. The ingot generated by the intrusion into the inside of the weir refractory 4. Therefore, it is difficult to repair the weir refractory 4 and it is necessary to dismantle all of the weir refractory.

しかしながら、上記本発明では、定形煉瓦積みを不要としたことによって、煉瓦間の目地が大幅に減少し、かつ不定形耐火物13〜15やブロック耐火物16〜18を組み合わせて層状に施工して形成することにより、亀裂は耐火物の各層間で止まりその進展が抑えられる。   However, in the present invention, the joint between bricks is greatly reduced by eliminating the need for regular brickwork, and the refractories 13 to 15 and the block refractories 16 to 18 are combined and applied in layers. By forming, the crack stops between each layer of the refractory, and its progress is suppressed.

これらの効果によって、本発明方法で施工した堰耐火物11では、地金差しが発生した場合においても、地金が内部まで侵入しない構造となり、地金除去と定期的な補修作業が可能となる。   Due to these effects, the dam refractory 11 constructed by the method of the present invention has a structure in which a bullion does not penetrate into the interior even when a bullion is inserted, and bullion removal and periodic repair work are possible. .

また、湯道耐火物12と不定形耐火物13〜15とブロック耐火物16〜18で構成されるため、定形煉瓦積みが不要になり、施工作業者の個人差を低減することができる。   Moreover, since it is comprised with the runway refractory 12, the unshaped refractories 13-15, and the block refractories 16-18, regular brickwork will become unnecessary and it can reduce the individual difference of a construction worker.

また、上記本発明方法によって施工した堰耐火物11は、以下のようにして補修すればよい。   Moreover, what is necessary is just to repair the weir refractory 11 constructed by the said method of this invention as follows.

先ず、湯道耐火物12の受湯側と鋳込み側の稼働面から、これら稼働面側に施工したブロック耐火物17を回収できる厚み分、例えば、図1(b)に示すC−Cのライン、及びD−Dのラインから稼働面までの例えば100mm程度、不定形耐火物15を解体して前記ブロック耐火物17を取り出して回収するのである。   First, from the working surface of the runner refractory 12 on the hot water receiving side and the casting side, the thickness of the block refractory 17 constructed on the working surface side can be recovered, for example, the CC line shown in FIG. And, from the DD line to the working surface, for example, about 100 mm, the irregular refractory 15 is disassembled, and the block refractory 17 is taken out and collected.

次に、前記取り出したブロック耐火物17を補修した補修ブロック耐火物19を湯道耐火物12の受湯側と鋳込み側の稼働面側に配置し、この補修ブロック耐火物19と不定形耐火物13〜15層との間隙に不定形耐火物20を流し込んで施工する。   Next, the repaired block refractory 19 obtained by repairing the taken out block refractory 17 is arranged on the hot water receiving side of the runway refractory 12 and the working surface side of the casting side, and the repaired block refractory 19 and the unshaped refractory. The refractory material 20 is poured into the gap between the 13th and 15th layers for construction.

図2に補修後の堰耐火物11の図1(a)のB−B位置の断面図を示すが、不定形耐火物20と補修ブロック耐火物19による施工によって、補修施工に使用する不定形耐火物20の施工量を低減することができ、大型な堰耐火物11においても水分乾燥を容易におこなうことができる。   FIG. 2 shows a cross-sectional view of the weir refractory 11 after repair at the position B-B in FIG. 1 (a). By the construction with the irregular refractory 20 and the repair block refractory 19, the irregular shape used for repair construction is shown. The construction amount of the refractory 20 can be reduced, and moisture drying can be easily performed even in the large dam refractory 11.

これらのことから、堰耐火物11の補修施工が確立され、堰耐火物11の全面解体までの寿命向上によってコスト改善が図れ、堰耐火物11に突発的な地金差しが発生しても、タンディッシュの使用を停止せずに継続することができ、タンディッシュ施工工程を計画的に行うことが可能となる。   From these, the repair construction of the dam refractory 11 is established, the cost can be improved by improving the life until the entire surface of the dam refractory 11 is disassembled, The use of the tundish can be continued without stopping, and the tundish construction process can be systematically performed.

本発明の実施効果を図3及び図4に示す。
従来の定形煉瓦の組み合わせを含む不定形耐火物の流し込み施工で構成された堰耐火物は、図3に示すように、平均10ヒートの使用回数で堰耐火物を全解体していた。
The effect of the present invention is shown in FIGS.
As shown in FIG. 3, the dam refractory composed of a conventional refractory casting process including a combination of regular bricks disassembles the dam refractory with the average number of uses of 10 heats.

これに対して、本発明では、途中で堰耐火物の補修を実施することができ、図3に示すように、堰耐火物を全解体するまで平均30ヒートの使用が可能となった。   On the other hand, in the present invention, the dam refractory can be repaired on the way, and as shown in FIG. 3, an average of 30 heats can be used until the dam refractory is completely disassembled.

また、本発明による堰耐火物の補修は、不定形耐火物の施工量が堰耐火物を全施工する時の20%と少量で実施でき、耐火物の水分乾燥時間は、図4に示すように、従来と比べて1/2まで低減できるようになった。   In addition, the repair of the dam refractory according to the present invention can be carried out with a small amount of the unstructured refractory applied as much as 20% of the total construction of the dam refractory, and the moisture drying time of the refractory is as shown in FIG. In addition, it can be reduced to ½ compared with the prior art.

1 誘導加熱型タンディッシュ
2 受湯側
3 鋳込み側
5 コイルダクト
7 ブロック耐火物
8 湯道耐火物
11 堰耐火物
12 湯道耐火物
12a 流路
13〜15,20 不定形耐火物
16〜18 ブロック耐火物
19 補修ブロック耐火物
DESCRIPTION OF SYMBOLS 1 Induction heating type tundish 2 Receiving hot water side 3 Casting side 5 Coil duct 7 Block refractory 8 Runway refractory 11 Weir refractory 12 Runway refractory 12a Flow path 13-15, 20 Amorphous refractory 16-18 block Refractory 19 Repair block refractory

Claims (2)

取鍋から溶鋼を受け入れる受湯側と、溶鋼を鋳型に排出する鋳込み側と、前記受湯側と前記鋳込み側の間に、前記受湯側から前記鋳込み側へ溶鋼を通す流路を幅方向の両側下部に備えた堰耐火物を設けた誘導加熱型タンディッシュに、前記堰耐火物を施工する方法であって、
先ず、前記誘導加熱用鉄芯を通すためのコイルダクトの周囲に不定形耐火物を流し込んで複数の不定形耐火物層を施工し、
次に、前記流路を形成した湯道耐火物を、前記施行した不定形耐火物層の、堰耐火物の幅方向の両側下部に、また、ブロック耐火物を、複数の不定形耐火物層の湯道耐火物側、及び前記複数の不定形耐火物層の、湯道耐火物の前記受湯側と前記鋳込み側の稼働面側に配置した後、これらブロック耐火物及び湯道煉瓦と複数の不定形耐火物層との間隙に不定形耐火物を施工することを特徴とする誘導加熱型タンディッシュの堰耐火物施工方法。
A hot water receiving side for receiving molten steel from a ladle, a casting side for discharging molten steel into a mold, and a flow path for passing molten steel from the hot water receiving side to the casting side between the hot water receiving side and the casting side in the width direction The induction heating type tundish provided with the dam refractory provided on the lower sides of the both sides is a method of constructing the dam refractory,
First, a plurality of amorphous refractory layers are constructed by pouring an amorphous refractory around the coil duct for passing the induction heating iron core,
Next, the runner refractory that forms the flow path is placed on the lower side of the weir refractory in the width direction of the enforced amorphous refractory layer, and the block refractory is provided with a plurality of irregular refractory layers. After arranging the runner refractory side and the plurality of irregular refractory layers on the hot water receiving side of the runner refractory and the working surface side of the casting side, the block refractory and the runway brick and the plurality An induction heating type tundish weir refractory construction method, characterized in that an amorphous refractory is constructed in a gap with an amorphous refractory layer.
請求項1に記載の方法で施工した誘導加熱型タンディッシュの堰耐火物を補修する方法であって、
湯道耐火物の受湯側と鋳込み側の稼働面から、これら稼働面側に施工したブロック耐火物を回収できる厚み分だけ、ブロック耐火物と複数の不定形耐火物層との間隙に施工した不定形耐火物を解体して前記ブロック耐火物を取り出した後、
この取り出したブロック耐火物を補修した補修ブロック耐火物を湯道耐火物の受湯側と鋳込み側の稼働面側に配置し、この補修ブロック耐火物と複数の不定形耐火物層との間隙に不定形耐火物を流し込んで施工することを特徴とする誘導加熱型タンディッシュの堰耐火物補修方法。
A method of repairing a weir refractory of an induction heating type tundish constructed by the method according to claim 1,
Installed in the gap between the block refractory and multiple amorphous refractory layers from the working side of the hot water receiving side and casting side of the runway refractory by the thickness that can collect the block refractory constructed on the working side. After dismantling the irregular refractory and taking out the block refractory,
The repaired block refractory, which has been repaired from the removed block refractory, is placed on the hot water receiving side of the runway refractory and on the working side of the casting side, and in the gap between the repaired block refractory and a plurality of irregular refractory layers. An induction heating tundish weir refractory repairing method characterized by pouring in an irregular refractory.
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JPS63168258A (en) * 1987-01-06 1988-07-12 Nippon Steel Corp Channel refractory for intermediate channel type induction heating tundish
JPH021556U (en) * 1988-06-10 1990-01-08
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JPH04319066A (en) * 1991-04-18 1992-11-10 Kawasaki Steel Corp Vessel for receiving molten metal
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JP2012183586A (en) * 2011-02-18 2012-09-27 Jfe Steel Corp Method for reusing tundish weir
JP2013001622A (en) * 2011-06-21 2013-01-07 Mintekku Japan Kk Tundish coating material and method for coating tundish using the same
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