JPH077316Y2 - Brick pile structure - Google Patents

Brick pile structure

Info

Publication number
JPH077316Y2
JPH077316Y2 JP5707490U JP5707490U JPH077316Y2 JP H077316 Y2 JPH077316 Y2 JP H077316Y2 JP 5707490 U JP5707490 U JP 5707490U JP 5707490 U JP5707490 U JP 5707490U JP H077316 Y2 JPH077316 Y2 JP H077316Y2
Authority
JP
Japan
Prior art keywords
brick
converter
lining
bricks
charging pad
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 - Lifetime
Application number
JP5707490U
Other languages
Japanese (ja)
Other versions
JPH0418642U (en
Inventor
博之 国米
英治 横木
純一 岡正
浩明 清水
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.)
Shinagawa Refractories Co Ltd
Original Assignee
Shinagawa Refractories 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 Shinagawa Refractories Co Ltd filed Critical Shinagawa Refractories Co Ltd
Priority to JP5707490U priority Critical patent/JPH077316Y2/en
Publication of JPH0418642U publication Critical patent/JPH0418642U/ja
Application granted granted Critical
Publication of JPH077316Y2 publication Critical patent/JPH077316Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Furnace Housings, Linings, Walls, And Ceilings (AREA)
  • Carbon Steel Or Casting Steel Manufacturing (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は転炉煉瓦積み構造に係り、特にスクラップ投入
時に損傷し易いチャージングパット部(装入側)の煉瓦
断面形状を大きくすることにより耐久性を高め、寿命を
延命した転炉煉瓦積み構造に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a converter brick-laying structure, and in particular, by enlarging the brick cross-sectional shape of the charging pad (charge side) that is easily damaged when scrap is input. The present invention relates to a converter brick-laying structure with improved durability and extended life.

[従来の技術] 従来、転炉の煉瓦積み構造は、煉瓦形状、施工を含めて
検討され、炉底部は網代積み、真円積み、平行積み、及
びこれらの組合せ等、また、炉壁部は長尺煉瓦による一
層巻積み、ダボ付煉瓦による一体化積み、鉄板巻煉瓦に
よる融着一体化積み、炉外面側に引張り金具を設けた引
張り積み、あるいは炉外面側をスタンプ材で調整して炉
内面側のコーナー角度をより大きく滑らかにしたコーナ
ー鈍角積み等、種々な煉瓦積み構造が検討されている。
更に、内張り煉瓦のライニング厚さを調整する、所謂
「ゾーンド・ライニング」を施す等、損傷バランスを図
るために炉内部位によって数多くの煉瓦積み法が工夫さ
れ、採用されている。なお、材質的には、近年、MgO−
C煉瓦が主流を占めている。
[Prior Art] Conventionally, the brick-laying structure of a converter has been studied including the brick shape and construction, and the bottom of the furnace is net-pitch stacking, true-circular stacking, parallel stacking, and a combination thereof, and the furnace wall is Single layer stacking with long bricks, integrated stacking with doweled bricks, fusion integrated stacking with iron plate bricks, tensile stacking with tension metal fittings on the outside of the furnace, or furnace with the outside of the furnace adjusted by stamping material Various brick-laying structures such as obtuse corner stacking with a larger and smoother corner angle on the inner surface side have been studied.
Further, a number of brick-laying methods have been devised and adopted depending on the location inside the furnace in order to balance the damage, such as adjusting the lining thickness of the lining bricks, applying so-called "zoned lining". In terms of material, MgO-
C bricks dominate the mainstream.

ところで、転炉を構成する内張り煉瓦の損傷機構は極め
て複雑であり、炉内部位によって損傷速度が大幅に異な
る。特に、転炉を反出鋼側に傾転してスクラップ、溶銑
等を炉内に投入した際、これらが直接当たる装入側のチ
ャージングパット部は、投入されるスクラップ等の衝撃
によって内張り煉瓦が非常に破損し易い。
By the way, the damage mechanism of the lining bricks constituting the converter is extremely complicated, and the damage rate is significantly different depending on the inside of the furnace. In particular, when the converter is tilted to the side of the unextruded steel and scrap, hot metal, etc. are charged into the furnace, the charging pad part on the charging side that directly hits the lining brick is impacted by the scrap etc. Is very easily damaged.

そのため、従来においては、第4図に縦断面図を示すよ
うに、チャージングパット部11に配設する内張り煉瓦11
aには出鋼側12に配設する内張り煉瓦12aよりも長さ寸法
を150〜250m/m程度長くした縦迫り形状からなる超長尺
化煉瓦を用い、強度的にも高強度の材質を適用して対処
していた。
Therefore, conventionally, as shown in the longitudinal sectional view in FIG. 4, the lining bricks 11 arranged in the charging pad portion 11 are arranged.
For a, use a super-long-sized brick that has a lengthwise length that is 150 to 250 m / m longer than the lining brick 12a arranged on the tapping side 12, and uses a material with high strength. It was applied and dealt with.

[考案が解決しようとする課題] しかしながら、このような構造であっても、スクラップ
投入時における衝撃力が大きく、亀裂、割れ等が発生す
ることによって煉瓦が破壊される。このため、損傷が酷
く、他の部位との損傷バランスを図ることが極めて難し
い。また、従来のプレス機では、煉瓦製造時における成
形圧力の絶対不足から、耐食性、耐スポーリング性と共
に高強度を維持し、更に長尺化を図ることは困難であ
り、高強度超長尺化煉瓦を製造することは殆ど不可能で
あった。
[Problems to be Solved by the Invention] However, even with such a structure, the impact force at the time of scrap input is large, and the brick is destroyed by the occurrence of cracks, cracks, or the like. Therefore, the damage is severe, and it is extremely difficult to balance the damage with other parts. In addition, in the conventional press machine, it is difficult to maintain corrosion resistance and spalling resistance as well as high strength due to the absolute lack of molding pressure during brick manufacturing, and it is difficult to make the length longer It was almost impossible to make bricks.

このようなことから、転炉を構成するチャージングパッ
ト部の煉瓦積み構造において、より根本的かつ重点的な
補強対策が望まれている。
For this reason, a more fundamental and intensive reinforcement measure is desired in the brick-laying structure of the charging pad portion that constitutes the converter.

本考案は上記従来の問題点を解決し、転炉を構成するチ
ャージングパット部の耐久性を高め、寿命の延命を図る
転炉煉瓦積み構造を提供することを目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above conventional problems and to provide a converter brick-laying structure for improving the durability of a charging pad portion forming a converter and extending the life of the converter.

[課題を解決するための手段] 本考案の転炉煉瓦積み構造は、転炉を構成する煉瓦積み
構造において、チャージングパット部に配設する内張り
煉瓦の築造時積高さ寸法及び該高さ方向の断面積を出鋼
側に配設する内張り煉瓦の築造時積高さ寸法及び該高さ
方向の断面積よりも大きくしたことを特徴とする。
[Means for Solving the Problems] In the brick laying structure of the converter of the present invention, in the brick laying structure that constitutes the converter, the stacking height dimension and the height of the lining bricks arranged in the charging pad portion at the time of construction It is characterized in that the cross-sectional area in the direction is made larger than the stacking height dimension at the time of construction of the lining brick arranged on the tapped side and the cross-sectional area in the height direction.

[作用] 本考案においては、転炉を構成するチャージングパット
部の煉瓦積み構造において、内張り煉瓦の築造時積高さ
寸法を出鋼側内張り煉瓦のそれよりも大きく、また、断
面積も大きくした構造としてある。このため、同一材質
を適用していてもチャージングパット部における内張り
煉瓦1個当りの強度が、出鋼側の内張り煉瓦1個当りの
強度よりも大きいものとなる。従って、スクラップ投入
時における衝撃にも耐えることができ、亀裂、割れ等の
発生を抑制して破壊の進行を防止することができ、延い
ては転炉全体の炉命を大幅に延命させることができる。
[Operation] In the present invention, in the brick-laying structure of the charging pad that constitutes the converter, the building height of the lining brick at the time of construction is larger than that of the steel-lined lining brick, and the cross-sectional area is also larger. It is as a structure. Therefore, even if the same material is applied, the strength of each lining brick in the charging pad portion is greater than the strength of each lining brick on the tapping side. Therefore, it is possible to withstand the impact when scrap is thrown in, suppress the occurrence of cracks, cracks, etc., and prevent the progress of destruction, which in turn greatly extends the life of the entire converter. it can.

[実施例] 以下、本考案の実施例を図面を参照して詳細に説明す
る。
[Embodiment] Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings.

第1図は本考案の一実施例に係る転炉煉瓦積み構造の縦
断面図、第2図は第1図II−II線に沿う断面図、第3図
は煉瓦積み構造を示す正面図である。図中、10は転炉、
5はトラニオン、6は出鋼口、7は投入口である。
1 is a vertical sectional view of a converter brick-laying structure according to an embodiment of the present invention, FIG. 2 is a sectional view taken along line II-II of FIG. 1, and FIG. 3 is a front view showing the brick-laying structure. is there. In the figure, 10 is a converter,
5 is a trunnion, 6 is a tap hole, and 7 is an input port.

図示の如く、実施例の転炉煉瓦積み構造は、転炉10を構
成するチャージングパット部1の煉瓦積み構造におい
て、内張り煉瓦1aの築造時積高さ寸法h1を出鋼側2の内
張り煉瓦2aの寸法h2よりも厚くし、断面形状を大きくす
ることによって構成されている。
As shown in the figure, in the converter brick-laying structure of the embodiment, in the brick-laying structure of the charging pad portion 1 forming the converter 10, the building height dimension h 1 of the lining brick 1a at the time of building is lined on the tapping side 2. The brick 2a is made thicker than the dimension h 2 and has a large cross-sectional shape.

このようにチャージングパット部1の内張り煉瓦1aの断
面積を大きくしたことによて、煉瓦1個当りの強度が増
す。このため、転炉10を反出鋼側に傾転してスクラップ
等を投入した際、スクラップ等の落下による衝撃を受け
てもこれを緩和吸収して衝撃力に耐えることができ、亀
裂、割れ等の発生を抑制して破壊の進行を防止すること
ができる。これにより、転炉の寿命を大幅に延命させる
ことができる。
By thus increasing the cross-sectional area of the lining brick 1a of the charging pad portion 1, the strength per brick increases. Therefore, when the converter 10 is tilted to the opposite steel side and scrap or the like is thrown in, even if a shock due to the drop of the scrap or the like is received, it can be absorbed and absorbed to withstand the impact force, and cracks, cracks, etc. It is possible to suppress the occurrence of such as and prevent the progress of destruction. This can significantly extend the life of the converter.

上記チャージングパット部1の内張り煉瓦1aの築造時積
高さ寸法h1は、転炉の大きさ、使用する内張り煉瓦の形
状、適用する煉瓦品質、あるいは損傷バランス等によっ
て左右され、一概に限定することはできない。通常、炉
腹部に使用する内張り煉瓦は円周方向に複数個に分割
し、損傷バランスを図るために装入側即ち、チャージン
グパット部1側、トラニオン側3、出鋼側2でライニン
グ厚寸法を変えて調整し、あるいは各段毎に全周同一ラ
イニング厚寸法とし、築造時積高さ寸法を揃えて配設し
てある。そのため、方向によって築造時積高さ寸法を変
えると築造時における施工が難しくなる。このため、例
えば、出鋼側2の内張り煉瓦2aの築造時積高さ寸法h2
はトラニオン側3の内張り煉瓦3aの構造時積高さ寸法h3
を基準にして出鋼側2又はトラニオン側3が煉瓦2段に
対し、チャージングパット部1は煉瓦1段(第3図
(a))、出鋼側2又はトラニオン側3が煉瓦3段に対
してチャージングパト部1は煉瓦2段(第3図
(b))、出鋼側2又はトラニオン側3が煉瓦4段に対
してチャージングパット部1は煉瓦3段(第3図
(c))というように、出鋼側2又はトラニオン側3の
煉瓦を2〜4段配設する毎に同一レベルとなるようにチ
ャージングパット部1の煉瓦1aを設定するのが良い。
The charging pad unit construction at the product height h 1 of the lining bricks 1a of 1, the size of the converter, the shape of the lining bricks used, is affected by the brick quality or damage balance and the like, is applied, unconditionally limited You cannot do it. Normally, the lining bricks used for the furnace belly are divided into multiple pieces in the circumferential direction, and the lining thickness on the charging side, that is, the charging pad 1 side, the trunnion side 3, and the tapped side 2 is used to balance the damage. Or the same lining thickness for the entire circumference is used for each stage, and the stacking height dimensions during construction are arranged. Therefore, if the stacking height dimension at the time of building is changed depending on the direction, the construction at the time of building becomes difficult. Therefore, for example, the building height dimension h 2 of the lining brick 2a on the tapped side 2 or the structural loading height dimension h 3 of the lining brick 3a on the trunnion side 3
On the basis of, the tapping side 2 or the trunnion side 3 is a brick 2 step, the charging pad part 1 is a brick 1 step (Fig. 3 (a)), and the tapping side 2 or a trunnion side 3 is a brick 3 step. On the other hand, the charging pad portion 1 has two bricks (FIG. 3 (b)), the tapping side 2 or the trunnion side 3 has four bricks, whereas the charging pad portion 1 has three bricks (FIG. 3 (c)). )), It is preferable to set the brick 1a of the charging pad 1 so that the bricks on the tapping side 2 or the trunnion side 3 are at the same level every 2 to 4 steps.

ここで、チャージングパット部1の煉瓦積みを、出鋼側
2又はトラニオン側3の煉瓦積段数2〜4段毎に同一レ
ベルとなるようにするのは、次の理由による。即ち、従
来、炉腹部に使用する内張り煉瓦は、築造時積高さ寸法
を150m/m程度に設定し、チャージングパット1には15〜
20程度配設してあるからである。本考案において、チャ
ージングパット部1の煉瓦1aの寸法h1を厚くする割合が
小さいと施工時における出鋼側2、トラニオン側3の内
張り煉瓦2a、3aとの取合せ、あるいはレベル調整がそれ
だけ難しくなるだけでなく、断面形状の増加率も少なく
なって十分な強度の向上が図れない。逆に、h1が大き過
ぎると煉瓦製造における成形圧力の絶対不足によって耐
食性、耐スポーリング性と共に規定の強度が得られなく
なる。従って、煉瓦積み作業性を考慮すると共に、近
年、出願した成形圧力5000T級のプレス機で製造可能な
煉瓦寸法を勘案した場合、出鋼側2又はトラニオン側3
の煉瓦積段数2〜4段毎に同一レベルとるようにチャー
ジングパット部1の煉瓦積みを行なうのが好ましい。
Here, the reason why the bricks of the charging pad portion 1 are set to the same level for every 2 to 4 brick steps on the tapping side 2 or the trunnion side 3 is as follows. That is, conventionally, the lining brick used for the furnace belly has a stacking height dimension at the time of construction of about 150 m / m, and the charging pad 1 has 15 to 15 m / m.
This is because about 20 are arranged. In the present invention, when the dimension h 1 of the brick 1a of the charging pad 1 is thickened at a small rate, it is difficult to make an adjustment with the lining bricks 2a and 3a on the tapped side 2 and the trunnion side 3 or to adjust the level. In addition to that, the rate of increase in the cross-sectional shape also decreases, and sufficient strength cannot be achieved. On the other hand, if h 1 is too large, the forming pressure in the brick production is absolutely insufficient, and the specified strength cannot be obtained together with the corrosion resistance and the spalling resistance. Therefore, when considering the brick workability and considering the brick size that can be manufactured by a press with a molding pressure of 5000T class, which has been applied in recent years, the tapping side 2 or trunnion side 3
It is preferable that the charging pad section 1 is bricked so that the same level is obtained for every 2 to 4 bricks.

本考案においては、チャージングパット部1に使用する
内張り煉瓦1aは、ただ単に築造時積高さ寸法h1を厚くし
て断面積を大きくするだけでなく、転炉の円周方向の分
割数も少なくなるように、幅wも大きくして、好ましく
はw=h1として横断面形状ができるだけ正方形に近い形
状となるようにするのが強度向上の点で望ましい。出鋼
側2及びトラニオン側3についても同様である。また、
チャージングバット1の内張り煉瓦1aは、各段毎に転炉
円周方向に半丁ずらして配設し、例えば、第3図(a)
〜(c)に示すようにチャージングパット1の内張り煉
瓦1a、トラニオン側3の内張り煉瓦3aの転炉円周方向寸
法を調整煉瓦1b、3bを配して調整し、できるだけ垂直方
向の目地部4が通し目地とならないように取合せを行な
うのが好ましい。出鋼側2、トラニオン側3についても
同様である。
In the present invention, the lining brick 1a used for the charging pad part 1 not only has a thicker building height dimension h 1 at the time of building to increase the cross-sectional area but also the number of divisions in the circumferential direction of the converter. In order to improve the strength, it is desirable that the width w is increased so that the width becomes smaller, and preferably w = h 1 so that the cross-sectional shape is as close to a square shape as possible. The same applies to the tapped side 2 and the trunnion side 3. Also,
The lining bricks 1a of the charging bat 1 are arranged so as to be half-shifted in the circumferential direction of the converter for each stage, for example, as shown in FIG. 3 (a).
As shown in (c), the lining bricks 1a of the charging pad 1 and the lining bricks 3a of the trunnion side 3 are adjusted in the circumferential direction of the converter by adjusting bricks 1b and 3b to adjust the joints in the vertical direction as much as possible. It is preferable to make the arrangement so that 4 does not form a joint. The same applies to the tapped side 2 and the trunnion side 3.

なお、本考案においては、チャージングパット1の内張
り煉瓦1a(煉瓦2a、3aも同様)の築造時積高さ寸法h1
円周方向寸法wとを略同寸法となるようにして、できる
だけ断面形状が正方形となるようにすることは何ら限定
要件ではなく、円周方向寸法wを築造時積高さ寸法h1
り大きくしたり、逆に小さくして断面形状を正方形に近
い長方形とすることもできる。また、取合せ部に使用す
る調整煉瓦1b、3bを半枡形状としてではなく、2/3枡形
状又は3/4枡形状になるように円周方向寸法を調整した
り、あるいは使用段数を上下入替えたりすることもで
き、図示の実施例に何ら限定されるものではない。
In the present invention, the building height dimension h 1 of the lining brick 1a of the charging pad 1 (the same applies to the bricks 2a and 3a) and the circumferential dimension w are set to be substantially the same as possible. Making the cross-sectional shape square is not a limiting requirement at all, and the circumferential dimension w can be made larger than the building height height dimension h 1 or can be made smaller to make the cross-sectional shape a rectangle close to a square. You can also Also, instead of adjusting bricks 1b and 3b used in the arranging section in the shape of a half-cell, adjust the circumferential dimension so that it becomes a 2 / 3-cell or 3 / 4-cell shape, or change the number of steps used up and down. However, the present invention is not limited to the illustrated embodiment.

[考案の効果] 以上詳述したように、本考案の転炉煉瓦積み構造によれ
ば、転炉を構成するチャージングバット部の内張り煉瓦
1個当りの強度が増すため、スクラップ投入時における
衝撃にも十分に耐えることができ、亀裂、割れ等の発生
を抑制して破壊の進行を防止することができる。このた
め、転炉の損傷バランスが図れ、延いては転炉全体の寿
命を大幅に延命することが可能とされる。
[Advantages of the Invention] As described in detail above, according to the converter brick-laying structure of the present invention, the strength of each charging butt portion of the converter which constitutes the lining brick increases, so that the impact at the time of scrap loading is increased. It is possible to sufficiently withstand even this, it is possible to prevent the occurrence of cracks, fractures, etc., and prevent the progress of destruction. Therefore, damage balance of the converter can be achieved, and the life of the entire converter can be significantly extended.

【図面の簡単な説明】[Brief description of drawings]

第1図は本考案の転炉煉瓦積み構造の一実施例を示す縦
断面図、第2図は第1図II−II線に沿う断面図、第3図
は煉瓦積み構造を示す正面図、第4図は従来例を示す縦
断面図である。 1……チャージングバット部、1a,2a,3a……内張り煉
瓦、2……出鋼側、3……トラニオン側、10……転炉。
FIG. 1 is a vertical sectional view showing an embodiment of a converter brick-laying structure of the present invention, FIG. 2 is a sectional view taken along line II-II of FIG. 1, and FIG. 3 is a front view showing the brick-laying structure. FIG. 4 is a vertical sectional view showing a conventional example. 1 …… Charging butt part, 1a, 2a, 3a …… Inner brick, 2 …… Steel side, 3 …… Trunnion side, 10 …… Converter.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】転炉を構成する煉瓦積み構造において、チ
ャージングバット部に配設する内張り煉瓦の築造時積高
さ寸法及び該高さ方向の断面積を出鋼側に配設する内張
り煉瓦の築造時積高さ寸法及び該高さ方向の断面積より
も大きくしたことを特徴とする転炉煉瓦積み構造。
1. In a brick-laying structure constituting a converter, an inner-lining brick having a stacking height dimension at the time of construction of an inner-lining brick arranged in a charging butt portion and a cross-sectional area in the height direction is arranged on a tapped steel side. The building height of the converter at the time of construction and the cross-sectional area in the height direction are larger than those of the converter bricks.
JP5707490U 1990-05-30 1990-05-30 Brick pile structure Expired - Lifetime JPH077316Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5707490U JPH077316Y2 (en) 1990-05-30 1990-05-30 Brick pile structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5707490U JPH077316Y2 (en) 1990-05-30 1990-05-30 Brick pile structure

Publications (2)

Publication Number Publication Date
JPH0418642U JPH0418642U (en) 1992-02-17
JPH077316Y2 true JPH077316Y2 (en) 1995-02-22

Family

ID=31581461

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5707490U Expired - Lifetime JPH077316Y2 (en) 1990-05-30 1990-05-30 Brick pile structure

Country Status (1)

Country Link
JP (1) JPH077316Y2 (en)

Also Published As

Publication number Publication date
JPH0418642U (en) 1992-02-17

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