JP2009167508A - Method for constructing molten iron runner - Google Patents

Method for constructing molten iron runner Download PDF

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JP2009167508A
JP2009167508A JP2008010204A JP2008010204A JP2009167508A JP 2009167508 A JP2009167508 A JP 2009167508A JP 2008010204 A JP2008010204 A JP 2008010204A JP 2008010204 A JP2008010204 A JP 2008010204A JP 2009167508 A JP2009167508 A JP 2009167508A
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hot metal
molten iron
unit
blast furnace
constructing
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JP5261713B2 (en
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Takao Suzuki
孝夫 鈴木
Hiroshi Nagaoka
博 長岡
Yusuke Okamura
涌亮 岡村
Masakatsu Takeshita
将功 竹下
Masaya Kurimoto
将也 栗本
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JFE Steel Corp
JFE Refractories Corp
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JFE Steel Corp
JFE Refractories Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for constructing a molten iron runner as the flowing passage of the molten iron discharged from a blast furnace, in a short period. <P>SOLUTION: In the method for constituting the molten iron runner as the flowing passage of the molten iron discharged from the blast furnace; a side plate unit executing an eternal stretching material 6a on the side plate 8 and the side part shape steel 10 of the molten iron runner, and a bottom part unit composed of the bottom plate 9 and the bottom part shape steel 11, are separately manufactured and further, after joining the side part unit and the bottom part unit, the eternal stretching material 6c is worked on the bottom part unit, and the eternal stretching material for reinforcing and the runner material for forming the flowing passage of the molten iron, are worked by laying the obtained constituting body on a runner-receiving beam. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、溶鉱炉から排出される溶銑の流路となる溶銑樋を構築する方法に関するものである。   The present invention relates to a method for constructing hot metal that becomes a flow path of hot metal discharged from a blast furnace.

溶鉱炉から排出される溶銑や溶滓の流路となる樋は、図7に示すように、主樋,溶銑樋,ノロ樋が1組となり、1基の溶鉱炉に対して複数組が配置される。そして溶鉱炉1の操業において、溶鉱炉1から排出された溶銑および溶滓が主樋2を流下し、スキンマー5によって溶銑と溶滓が分離される。分離された溶滓はノロ樋4に流入する一方、溶銑は溶銑樋3に流入する。   As shown in FIG. 7, the hot metal discharged from the blast furnace and the hot metal that forms the flow path of the hot metal are one set of main metal, hot metal, and noro iron, and a plurality of sets are arranged for one blast furnace. . In the operation of the blast furnace 1, the hot metal and hot metal discharged from the blast furnace 1 flow down the main metal 2, and the hot metal and hot metal are separated by the skinmer 5. The separated hot metal flows into the hot metal 4, while the hot metal flows into the hot metal 3.

この溶銑樋3のA−A矢視の断面図を図8に示す。溶銑樋3は、溶銑の流路を形成する耐火物7(以下、樋材という)の外側に永久張りと呼ばれる耐火物6a,6b,6c(以下、永久張り材という)を配置し、さらにこれらの耐火物を側板8と側部形鋼10および底板9と底部形鋼11で補強する構造になっている。以下では、側板8,側部形鋼10,底板9,底部形鋼11を総称して樋鉄皮と記す。   FIG. 8 shows a cross-sectional view of the hot metal 3 taken along the line AA. The hot metal 3 is arranged with refractories 6a, 6b, 6c (hereinafter referred to as permanent tension materials) called permanent tension outside the refractory material 7 (hereinafter referred to as metal plating) that forms the flow path of the molten metal, and these These refractories are reinforced by the side plate 8 and the side section steel 10 and the bottom plate 9 and the bottom section steel 11. Hereinafter, the side plate 8, the side section steel 10, the bottom plate 9, and the bottom section steel 11 are collectively referred to as pig iron skin.

溶銑樋3は、溶銑が流れるときには、溶銑(約1500℃)の保有熱によって加熱され、側板8や底板9の温度が200〜300℃に達するようになる。溶銑樋3の長さは10〜25m程度であるから、側板8や底板9が約40〜100mm膨張することになる。ただし溶銑樋3を鋳床に設置する際には、このような膨張を考慮して設置するので、通常の操業では特に問題はない。   When the hot metal flows, the hot metal 3 is heated by the retained heat of the hot metal (about 1500 ° C.), and the temperature of the side plate 8 and the bottom plate 9 reaches 200 to 300 ° C. Since the length of the hot metal 3 is about 10 to 25 m, the side plate 8 and the bottom plate 9 expand about 40 to 100 mm. However, when the hot metal 3 is installed on the casting floor, it is installed in consideration of such expansion, so there is no particular problem in normal operation.

ところが、溶銑の温度が異常に上昇する、あるいは樋材7や永久張り材8が異常に損耗することによって、樋鉄皮の温度が著しく高温になることが時として発生する。このような場合は、樋鉄皮が大幅に膨張する一方で、溶銑樋3を設置するための固定具によって樋鉄皮が拘束を受けるので、樋鉄皮がクリープ変形を起こす。その結果、樋鉄皮,樋材7,永久張り材6a,6b,6cに亀裂や隙間が発生し、溶銑が漏出する(いわゆる漏銑)等の問題を引き起こす惧れがある。したがって、樋鉄皮がクリープ変形を起こした溶銑樋は、速やかに更新する必要がある。   However, it sometimes occurs that the temperature of the molten iron skin becomes extremely high due to abnormal rise in the temperature of the hot metal or abnormal wear of the brazing material 7 or the permanent upholstery material 8. In such a case, the pig iron skin expands significantly, while the pig iron skin is restrained by the fixture for installing the hot metal 3, so that the pig iron skin undergoes creep deformation. As a result, there is a possibility that cracks and gaps are generated in the pig iron skin, the brazing material 7, and the permanent upholstery materials 6a, 6b, 6c, and the hot metal leaks out (so-called leakage). Therefore, it is necessary to promptly update the hot metal in which the pig iron skin has undergone creep deformation.

近年、溶鉱炉の寿命が著しく向上し、溶鉱炉の改修工事は数十年に1回程度の頻度で行なわれる。一方で、樋鉄皮がクリープ変形を起こした溶銑樋は、速やかに更新しなければならないので、その更新は溶鉱炉の操業を継続しながら行なう必要がある。その際、クリープ変形を起こした溶銑樋を常温まで冷却した後、その溶銑樋を解体して除去し、新たな溶銑樋を構築する。   In recent years, the life of blast furnaces has been remarkably improved, and blast furnace refurbishment work is performed about once every several decades. On the other hand, since the hot metal in which the pig iron skin has undergone creep deformation must be renewed promptly, the renewal must be performed while continuing the operation of the blast furnace. At that time, the hot metal that has undergone creep deformation is cooled to room temperature, and then the hot metal is disassembled and removed to construct a new hot metal.

このような溶銑樋の更新工事の期間中は、他の樋を用いて溶銑や溶滓を溶鉱炉から排出するので、使用する樋の耐火物(すなわち樋材や永久張り材)の熱負荷が増大する。したがって、一般に溶銑樋の更新工事の工期は25日程度が限界とされている。
特許文献1,2には樋鉄皮の構造が開示されている。これらの技術を適用して溶銑樋を構築する場合は、予め樋鉄皮全体を作製した後で耐火物を施工する。そのため、垂直の側壁部に一定の厚みで永久張り材を施工するという難しい作業を行なわざるを得くなり、溶銑樋の更新工事の工期が延長されるのは避けられない。
During the hot metal renewal construction, the hot metal and hot metal are discharged from the blast furnace using other hot metal, which increases the heat load of the fireproof material used (ie, hot metal and permanent upholstery). To do. Therefore, in general, the hot metal renewal work period is limited to about 25 days.
Patent Documents 1 and 2 disclose the structure of pig iron skin. When constructing hot metal by applying these techniques, the refractory is constructed after the entire pig iron skin is prepared in advance. For this reason, it is unavoidable to perform a difficult work of constructing a permanent tension member with a constant thickness on the vertical side wall, and the construction period of the hot metal renewal work is unavoidable.

つまり特許文献1,2に開示された技術は、溶鉱炉の改修工事にあわせて溶銑樋を更新するような長期間の更新工事を行なう場合に適用できるが、溶鉱炉の操業を継続しながら溶銑樋の更新を短期間で行なう場合に適用するのは困難である。
特開2003-293017号公報 特許3709172号公報
In other words, the techniques disclosed in Patent Documents 1 and 2 can be applied to a long-term renewal work that renews the hot metal in accordance with the renovation work of the blast furnace. It is difficult to apply when updating is performed in a short period of time.
Japanese Patent Laid-Open No. 2003-293017 Japanese Patent No. 3709172

本発明は、溶鉱炉から排出される溶銑の流路となる溶銑樋を短期間で構築する方法を提供することを目的とし、詳しくは溶鉱炉の操業を継続しながら短期間で溶銑樋の更新を行なう場合に適用できる溶銑樋の構築方法を提供することを目的とする。   It is an object of the present invention to provide a method for constructing hot metal, which becomes a flow path of hot metal discharged from a blast furnace, in a short period of time, and in particular, renewing the hot metal in a short period of time while continuing the operation of the blast furnace. It aims at providing the construction method of the hot metal applicable to a case.

本発明は、溶鉱炉から排出される溶銑の流路となる溶銑樋の構築方法において、溶銑樋の側板と側部形鋼に永久張り材を施工した側部ユニットおよび底板と底部形鋼からなる底部ユニットをそれぞれ個別に作製し、さらに底部ユニットに側部ユニットを接合した後、底部ユニットに永久張り材を施工し、得られた鉄皮耐火物構造体を樋受け梁に載置して補強用の永久張り材と溶銑の流路を形成する樋材とを施工する溶銑樋の構築方法である。   The present invention relates to a method for constructing hot metal that becomes a flow path of hot metal discharged from a blast furnace, a side unit in which a permanent tension member is applied to a side plate and a side shape steel of the hot metal, and a bottom portion made of a bottom plate and a bottom shape steel. Each unit is individually manufactured, and after the side unit is joined to the bottom unit, a permanent tension member is applied to the bottom unit, and the obtained iron refractory structure is placed on the eaves receiving beam for reinforcement. This is a hot metal construction method in which a permanent tension material and a brazing material that forms a flow path for hot metal are constructed.

本発明によれば、溶銑樋を短期間で構築できるので、溶鉱炉の操業を継続しながら溶銑樋の更新を行なう場合に支障なく適用できる。   According to the present invention, since the hot metal can be constructed in a short period of time, the present invention can be applied without any trouble when the hot metal is updated while the operation of the blast furnace is continued.

図1は、本発明を適用して溶銑樋の更新を行なう際に用いる側部ユニットと底部ユニットの例を模式的に示す断面図である。図1(a)は側板8と側部形鋼10で構成される部材を示す断面図であり、図1(b)はその部材に永久張り材6aを施工した側部ユニットの例を模式的に示す断面図である。図1(c)は底板9と底部形鋼11で構成される底部ユニットを示す断面図である。   FIG. 1 is a cross-sectional view schematically showing an example of a side unit and a bottom unit used when applying the present invention to update hot metal. FIG. 1A is a sectional view showing a member composed of a side plate 8 and a side section steel 10, and FIG. 1B schematically shows an example of a side unit in which a permanent tension member 6a is applied to the member. FIG. FIG. 1 (c) is a cross-sectional view showing a bottom unit composed of a bottom plate 9 and a bottom section steel 11.

図1(b)に示す側部ユニットおよび図1(c)に示す底部ユニットを個別に作製し、さらに図2に示すように側部ユニットと底部ユニットを接合した後、図3に示すように底部ユニットに永久張り材6cを施工する。このようにして、側部ユニットと底部ユニットを個別に作製することによって、側部ユニットを水平に保持して永久張り材6aを施工できるようになり、永久張り材6aの厚みの調整等を容易に行なうことが可能となる。また、底部ユニットも水平に保持した状態で永久張り材6cを施工するので、厚みの調整や接合部の養生等を容易に行なうことが可能となる。なお、永久張り材6a,6cはいずれも端部にのみ型枠を設置して流し込み工法で施工し、その後、型枠を除去する。   The side unit shown in FIG. 1 (b) and the bottom unit shown in FIG. 1 (c) are individually manufactured. After the side unit and the bottom unit are joined as shown in FIG. 2, as shown in FIG. Permanent upholstery 6c is applied to the bottom unit. In this way, by separately manufacturing the side unit and the bottom unit, the side unit can be held horizontally and the permanent tension member 6a can be applied, and the thickness of the permanent tension member 6a can be easily adjusted. Can be performed. In addition, since the permanent tension member 6c is applied while the bottom unit is also held horizontally, it is possible to easily adjust the thickness, cure the joint, and the like. The permanent upholstery materials 6a and 6c are both constructed by pouring construction with a mold only at the end, and then the mold is removed.

以上のようにして溶銑樋の更新工事に先立って、図3に示す構造体(以下、鉄皮耐火物構造体という)を専用の作業場で予め作製しておく。
そして溶銑樋の更新を行なうにあたって、クリープ変形を起こした溶銑樋を常温まで冷却し、次いで溶銑樋を解体して樋受け梁から除去する。
図4は樋受け梁の例を模式的に示す断面図である。樋受け梁15は、形鋼16を格子状に溶接して構成したものであり、床面に固定された基礎梁12上にブラケット13を介してボルト14にて固定される。ブラケット13は樋受け梁15の高さを調整するためのものであり、ライナー17は樋受け梁15上面の摺動性を改善するためのものである。この樋受け梁15は、著しい変形や損耗が認められない場合には、必ずしも更新する必要はない。
As described above, prior to the hot metal renewal work, the structure shown in FIG. 3 (hereinafter referred to as an iron refractory structure) is prepared in advance in a dedicated workplace.
When the hot metal is renewed, the hot metal that has undergone creep deformation is cooled to room temperature, and then the hot metal is disassembled and removed from the hot metal receiving beam.
FIG. 4 is a cross-sectional view schematically showing an example of a hook receiving beam. The eaves receiving beam 15 is constructed by welding shaped steel 16 in a lattice shape, and is fixed by bolts 14 via a bracket 13 on a base beam 12 fixed to the floor surface. The bracket 13 is for adjusting the height of the eaves receiving beam 15, and the liner 17 is for improving the slidability of the upper surface of the eaves receiving beam 15. The saddle receiving beam 15 does not necessarily need to be renewed when no significant deformation or wear is observed.

次に、図5に示すように鉄皮耐火物構造体を樋受け梁15に載置して、側部ユニットの永久張り材6aの内側に補強用の永久張り材6bを施工し、さらに溶銑の流路を形成する樋材7を施工する。永久張り材6bと樋材7はいずれも型枠を設置して流し込み工法で施工し、その後、型枠を除去する。このようにして構築された溶銑樋の例を断面図として図6に示す。その後、耐火物(すなわち永久張り材,樋材)の脱水,乾燥を行なって、溶鉱炉の操業に供する。このようにして溶銑樋を短期間で構築することが可能となる。   Next, as shown in FIG. 5, the iron refractory structure is placed on the saddle receiving beam 15, and the reinforcing permanent member 6b is applied to the inner side of the permanent member 6a of the side unit. The brazing material 7 that forms the flow path is constructed. Both the permanent upholstery material 6b and the brazing material 7 are installed by a casting method with a formwork, and then the formwork is removed. An example of the hot metal thus constructed is shown in FIG. 6 as a cross-sectional view. After that, the refractory (ie, permanent upholstery material, dredging material) is dehydrated and dried to be used in the operation of the blast furnace. In this way, the hot metal can be constructed in a short period of time.

そのため、溶銑樋の解体から構築までの更新工事の工期を短縮でき、溶鉱炉の操業を継続しながら溶銑樋の更新を行なうことが可能となる。   Therefore, it is possible to shorten the work period of the renewal work from the dismantling to the construction of the hot metal, and it is possible to renew the hot metal while continuing the operation of the blast furnace.

溶銑樋の更新を行なうにあたって、専用の作業場で、図1(b)に示す側部ユニットと図1(c)に示す底部ユニットを個別に作製し、図2に示すように接合した。さらに図3に示すように底部ユニットに永久張り材6cを施工して、鉄皮耐火物構造体を得た。また、図4に示す樋受け梁15を作製した。
次に、更新する溶銑樋を常温まで冷却し、解体して樋受け梁から除去し、さらに樋受け梁も解体した。
In the hot metal renewal, the side unit shown in FIG. 1 (b) and the bottom unit shown in FIG. 1 (c) were individually produced in a dedicated work place and joined as shown in FIG. Further, as shown in FIG. 3, a permanent tension member 6c was applied to the bottom unit to obtain an iron skin refractory structure. Moreover, the collar receiving beam 15 shown in FIG. 4 was produced.
Next, the hot metal to be renewed was cooled to room temperature, disassembled and removed from the iron receiving beam, and the iron receiving beam was also disassembled.

その後、新たに作製した樋受け梁を床面に固定し、図5に示すように鉄皮耐火物構造体を樋受け梁15に載置した。さらに図6に示すように、側部ユニットの永久張り材6aの内側に補強用の永久張り材6bを施工し、さらに溶銑の流路を形成する樋材7を施工した。次いで、耐火物(すなわち永久張り材,樋材)の脱水,乾燥を行なって、溶鉱炉の操業に供した。このようにして構築した溶銑樋の寸法は、幅2m,高さ2m,長さ22mであり、使用した鋼材は合計45ton,耐火物は合計135tonであった。これを発明例とする。   Thereafter, the newly produced saddle receiving beam was fixed to the floor surface, and the iron-skin refractory structure was placed on the saddle receiving beam 15 as shown in FIG. Furthermore, as shown in FIG. 6, a reinforcing permanent material 6b was applied to the inside of the permanent material 6a of the side unit, and a metal material 7 was further formed to form a hot metal flow path. Next, the refractory (namely, permanent upholstery and firewood) was dehydrated and dried, and used for the operation of the blast furnace. The dimensions of the hot metal thus constructed were 2 m in width, 2 m in height, and 22 m in length, with a total of 45 tons of steel materials used and a total of 135 tons of refractories. This is an invention example.

一方、従来は、側板,側部形鋼,底板,底部形鋼を接合して樋鉄皮全体を作製し、樋受け梁に記置した後で耐火物(すなわち永久張り材6a,6b,6cと樋材7)を施工することによって、発明例と同様の寸法を有する溶銑樋を構築していた。これを従来例とする。
溶銑樋の解体から構築までの更新工事の工期は、発明例が24日であったのに対して、従来例は37日であった。つまり、本発明を適用して溶銑樋を更新することによって、更新工事の工期を大幅に短縮でき、溶鉱炉の操業を継続しながら溶銑樋の更新を行なうことが可能であることが確かめられた。
On the other hand, in the past, side plates, side sections, bottom plates, and bottom sections were joined together to produce the entire pig iron skin, and after placing it on the gutter receiving beam, the refractory material (ie permanent tension members 6a, 6b, 6c) By constructing the brazing material 7), a hot metal having the same dimensions as the invention example was constructed. This is a conventional example.
The construction period of the renewal work from dismantling to construction of the hot metal was 24 days for the invention example, whereas it was 37 days for the conventional example. In other words, it was confirmed that by applying the present invention to update the hot metal, it is possible to greatly shorten the work period of the renewal work and to update the hot metal while continuing the operation of the blast furnace.

本発明を適用して溶銑樋の更新を行なう際に用いる側部ユニットと底部ユニットの例を模式的に示す断面図であるIt is sectional drawing which shows typically the example of the side unit and bottom unit used when applying the present invention and performing hot metal renewal. 図1に示す側部ユニットと底部ユニットを接合した例を模式的に示す断面図である。It is sectional drawing which shows typically the example which joined the side part unit and bottom part unit which are shown in FIG. 図2に示す構造体の底部ユニットに永久張り材を施工した例を模式的に示す断面図である。It is sectional drawing which shows typically the example which constructed the permanent tension material to the bottom part unit of the structure shown in FIG. 樋受け梁の例を模式的に示す断面図である。It is sectional drawing which shows the example of a collar receiving beam typically. 鉄皮耐火物構造体を樋受け梁に載置した例を模式的に示す断面図である。It is sectional drawing which shows typically the example which mounted the iron-skin refractory structure on the eaves receiving beam. 補強用の永久張り材と樋材を施工した例を示す断面図である。It is sectional drawing which shows the example which constructed the permanent upholstery material and reinforcement material for reinforcement. 溶鉱炉と樋の配置の例を模式的に示す鋳床の平面図である。It is a top view of the cast floor which shows the example of arrangement | positioning of a blast furnace and a firewood typically. 図7に示す溶銑樋のA−A矢視の断面図である。It is sectional drawing of the hot metal shown in FIG.

符号の説明Explanation of symbols

1 溶鉱炉
2 主樋
3 溶銑樋
4 ノロ樋
5 スキンマー
6a 永久張り材
6b 永久張り材
6c 永久張り材
7 樋材
8 側板
9 底板
10 側部形鋼
11 底部形鋼
12 基礎梁
13 ブラケット
14 ボルト
15 樋受け梁
16 形鋼
17 ライナー
DESCRIPTION OF SYMBOLS 1 Blast furnace 2 Main iron 3 Hot metal 4 Noro iron 5 Skinmer
6a Permanent upholstery
6b Permanent upholstery
6c Permanent upholstery 7 Fence 8 Side plate 9 Bottom plate
10 Side section
11 Bottom section
12 Foundation beam
13 Bracket
14 volts
15 樋
16 section steel
17 liner

Claims (1)

溶鉱炉から排出される溶銑の流路となる溶銑樋の構築方法において、前記溶銑樋の側板と側部形鋼に永久張り材を施工した側部ユニットおよび底板と底部形鋼からなる底部ユニットをそれぞれ個別に作製し、さらに前記底部ユニットに前記側部ユニットを接合した後、前記底部ユニットに永久張り材を施工し、得られた鉄皮耐火物構造体を樋受け梁に載置して補強用の永久張り材と前記溶銑の流路を形成する樋材とを施工することを特徴とする溶銑樋の構築方法。
In the hot metal construction method for the hot metal flow path for the hot metal discharged from the blast furnace, the side unit and the bottom unit made of the bottom plate and the bottom shape steel are respectively provided with the side plate and the side shape steel of which the permanent tension material is applied. After individually producing and joining the side unit to the bottom unit, a permanent tension member is applied to the bottom unit, and the obtained iron refractory structure is placed on the eaves receiving beam for reinforcement. A method for constructing hot metal, comprising: constructing a permanent tension material and a brazing material forming a flow path for the hot metal.
JP2008010204A 2008-01-21 2008-01-21 Hot metal construction method Active JP5261713B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5421907A (en) * 1977-07-20 1979-02-19 Sumitomo Metal Ind Ltd Method of forming lining over the surface of torugh for flowing molten metal therethrough
JPS54163105U (en) * 1978-05-08 1979-11-15
JPS6130612A (en) * 1984-07-23 1986-02-12 Kawasaki Steel Corp Molten iron spout for blast furnace or the like
JPH02166207A (en) * 1988-12-20 1990-06-26 Kawasaki Refract Co Ltd Vessel for molten metal of iron tapping trough and the like

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5421907A (en) * 1977-07-20 1979-02-19 Sumitomo Metal Ind Ltd Method of forming lining over the surface of torugh for flowing molten metal therethrough
JPS54163105U (en) * 1978-05-08 1979-11-15
JPS6130612A (en) * 1984-07-23 1986-02-12 Kawasaki Steel Corp Molten iron spout for blast furnace or the like
JPH02166207A (en) * 1988-12-20 1990-06-26 Kawasaki Refract Co Ltd Vessel for molten metal of iron tapping trough and the like

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