JP5044954B2 - Hot metal support structure - Google Patents

Hot metal support structure Download PDF

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JP5044954B2
JP5044954B2 JP2006081863A JP2006081863A JP5044954B2 JP 5044954 B2 JP5044954 B2 JP 5044954B2 JP 2006081863 A JP2006081863 A JP 2006081863A JP 2006081863 A JP2006081863 A JP 2006081863A JP 5044954 B2 JP5044954 B2 JP 5044954B2
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hot metal
support structure
main
blast furnace
iron
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JP2007254832A (en
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将也 栗本
将功 竹下
涌亮 岡村
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JFE Steel Corp
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Description

本発明は、高炉の主樋に生じる熱膨張・熱収縮に追従可能な溶銑樋の支持構造に関する。   The present invention relates to a hot metal support structure capable of following thermal expansion and contraction occurring in a main furnace of a blast furnace.

高炉には、主樋に設けた堰で溶銑とスラグとを分離し、分離した溶銑を所定位置にまで運ぶための溶銑樋がその一端を主樋に接続され、かつ他端に向かって傾斜させた状態で高炉の構造物上に配置されている。この主樋および溶銑樋は、溶銑通路が形成された樋材と、この樋材を囲う樋枠とから樋本体がなり、漏銑が生じ難い構造でしかも耐用性に優れていることが要求される。   In the blast furnace, the hot metal and slag are separated by a dam provided on the main rod, and a hot metal for transporting the separated molten iron to a predetermined position is connected to the main rod and inclined toward the other end. Placed on the blast furnace structure. The main body and the hot metal are required to have a structure in which the main body is made up of the hot metal in which the hot metal passage is formed and the hot metal frame surrounding the hot metal material to prevent leakage, and has excellent durability. The

高炉の主樋の構造としては、溶銑およびスラグの両方により浸食をうける樋材の寿命を長くするため、高密度パネルブロックを内張りしてなる樋が知られている。また、溶銑樋の構造も主樋と同様な樋本体の構造を有しているが、溶銑樋の支持構造によって図2に示したような問題が生じる。以下、溶銑樋の支持構造上の問題点につき、詳細に説明する。
図2−1〜図2−6は、各過程での溶銑樋2の樋材状態を示す断面図であり、主樋1に接続部3を介して接続される溶銑樋2近傍を示す。図2中、符号20は、溶銑とスラグを分離する堰を示す。溶銑樋2には、溶銑を流下させるために図3に示すように、樋受け梁51を介して傾斜角θが設けてある。溶銑樋2の傾斜角θは、溶銑流れ方向と水平面Fとのなす角で定義され、実際上、θ≒5°である。主樋1と溶銑樋2との接続部3は、図2−1にその詳細を示したが、主樋1の一端部と溶銑樋2の一端部を上下方向に間隔を空けて重ねて配置し、間隔を空けた主樋1から溶銑樋2までの間、および樋長手方向の溶銑樋2の樋材2Aと主樋1の樋材1Aの間に耐火物であるスタンプ材3Aを建設時に施工して形成している。
As the structure of the main rod of the blast furnace, a rod formed by lining a high-density panel block is known in order to extend the life of the brazing material that is eroded by both molten metal and slag. Further, the hot metal structure has the same main body structure as that of the main iron, but the hot metal support structure causes a problem as shown in FIG. Hereinafter, the problem of the hot metal support structure will be described in detail.
FIGS. 2-1 to 2-6 are cross-sectional views showing the state of the hot metal 2 of the hot metal 2 in each process, and show the vicinity of the hot metal 2 connected to the main iron 1 via the connecting portion 3. In FIG. 2, the code | symbol 20 shows the weir which isolate | separates hot metal and slag. As shown in FIG. 3, the hot metal 2 is provided with an inclination angle θ through the hot metal receiving beam 51 in order to flow down the hot metal. The inclination angle θ of the hot metal 2 is defined by an angle formed between the hot metal flow direction and the horizontal plane F, and is actually θ≈5 °. The connection part 3 between the main iron 1 and the hot metal 2 is shown in detail in FIG. 2-1, but one end of the main iron 1 and one end of the hot metal 2 are arranged so as to overlap each other in the vertical direction. At the time of construction, the stamp material 3A, which is a refractory material, is provided between the main iron 1 and the hot metal 2 spaced apart from each other, and between the hot metal 2A of the hot metal 2 in the longitudinal direction of the hot metal and the hot metal 1A of the main iron 1. It is constructed by construction.

接続部3を構成するスタンプ材3Aは、樋材1A、2Aに比べて伸びを吸収できる耐火物を使用しているが、主樋1の熱膨張量がそれを上回るため、樋の使用時に主樋1により溶銑樋2がスタンプ材3Aを介して樋長手方向に押され、図2−2のaで示す量だけ樋長手方向に移動する。その後、樋の休止時には、主樋1が徐々に冷却され、主樋1が長手方向に収縮することに伴い、主樋1の反炉体側の端面4が変移する。その際、設計上、溶銑樋2は、下記式(1)で示される最大摩擦力F以上の力が作用してから動く。   The stamp material 3A constituting the connecting portion 3 uses a refractory that can absorb the elongation compared to the brazing materials 1A and 2A. The hot metal 2 is pushed in the longitudinal direction by the punch 1 through the stamp material 3A, and moves in the longitudinal direction by the amount indicated by a in FIG. Thereafter, when the rod is stopped, the main rod 1 is gradually cooled, and the end surface 4 of the main rod 1 on the side of the anti-furnace body changes as the main rod 1 contracts in the longitudinal direction. At that time, by design, the hot metal 2 moves after a force equal to or greater than the maximum frictional force F expressed by the following formula (1) is applied.

F=M×μ ・・・・・(1)
M:溶銑樋の質量、μ:溶銑樋の樋枠と溶銑樋を載置する構造物間の摩擦係数(μ=F/M=sinα、α:溶銑樋2が滑り出すときの角度)
しかし、主樋1の樋材1Aとスタンプ材3Aの間の結合力はそれほど大きいものではないため、接合部3に割れが生じてしまい、図2−3に示したように、隙間bが形成されてしまう。従って、図2−4に示したように、隙間bを追加スタンプ材3Bによって埋める樋の補修を行う必要が生じ、追加スタンプ材などの耐火物コストおよびメンテナンス費用がかかる。
F = M × μ (1)
M: mass of hot metal, μ: friction coefficient between hot metal frame and structure on which hot metal is placed (μ = F / M = sin α, α: angle when hot metal 2 starts to slide)
However, since the bonding force between the brazing material 1A of the main rod 1 and the stamping material 3A is not so large, the joint 3 is cracked, and a gap b is formed as shown in FIG. Will be. Therefore, as shown in FIG. 2-4, it is necessary to repair the ridge that fills the gap b with the additional stamp material 3B, and the refractory cost and maintenance cost of the additional stamp material and the like are increased.

一方、隙間bを埋める樋の補修を行わず、樋を再稼働した場合には、主樋と溶銑樋の接続部に形成された隙間bから溶銑が洩れる漏銑トラブルが発生することに繋がるから、このような重大災害に繋がる漏銑を防止するうえで、隙間bを埋める樋の補修作業は必須となる。樋の補修を行った後、再稼働すると、主樋1により溶銑樋2がスタンプ材3Aと追加スタンプ材3Bを介して樋長手方向に押され、図2−5に示したように、樋長手方向にa’だけ移動し、その後、樋の休止時には上述した理由によって、主樋1に追従させて溶銑樋2を樋長手方向にa’だけ炉体方向に引き戻すことができなくなる結果、溶銑樋2の樋長手方向移動量a’に対応して形成される隙間を追加スタンプ材3Bにより埋める樋の補修作業を行うことになる。   On the other hand, when repairing the scissors without repairing the sputum that fills the gap b, it will lead to a leakage trouble in which the hot metal leaks from the clearance b formed at the connecting portion between the main spear and the hot metal. In order to prevent leakage that leads to such a serious disaster, it is essential to repair the defects that fill the gap b. After repairing the scissors and restarting, the hot metal 2 is pushed by the main scissors 1 in the longitudinal direction of the scissors through the stamp material 3A and the additional stamp material 3B, as shown in FIG. As a result, the hot metal 2 can not be pulled back in the longitudinal direction of the hot metal by a 'in the longitudinal direction of the hot metal 1 by following the main hot metal 1 for the above-described reason. Thus, repair work for the ridge is performed in which the gap formed corresponding to the heel longitudinal movement amount a ′ is filled with the additional stamp material 3B.

このような樋の補修、樋の再使用を繰り返した場合、樋の補修毎に溶銑樋2の樋長手方向移動量が増大するから、いずれ図2−6に示したように、主樋1と溶銑樋2の重なりがなくなってしまう状態となる。このような状態に至ると、鉄製の当て板を両側面と底面に当て、主樋1と溶銑樋2の間に追加スタンプ材3Bを施工する大掛かりな補修作業を行う必要が発生する。   When such scissors repair and scissor reuse are repeated, the amount of movement of the hot metal 2 in the longitudinal direction of the scissors 2 increases every time the scissors are repaired. As shown in FIG. It will be in the state where the overlap of hot metal 2 disappears. When such a state is reached, it is necessary to perform a large-scale repair work in which the iron stamp plate is applied to both side surfaces and the bottom surface and the additional stamp material 3B is constructed between the main rod 1 and the hot metal 2.

このような問題を解決することを目的とし、図4に示すように、受柱7とばね受け部材9の間にばね8を配設し、溶銑樋2に主樋1の方へ戻す力を付与する溶銑樋の支持構造が提案されている(特許文献1)。図4中、溶銑樋2の樋受け梁51は、高炉の構造部材である水平梁52上に載置され、水平梁52が地面10に固定された垂直支持梁53で支持されている。この特許文献1に記載の溶銑樋の支持構造は、全ての溶銑樋が高炉の中心を通るよう配設されておれば、樋幅方向両側に設けるばね8の設置位置とばね強さに関する設計が容易となり、所望の効果を得ることができる構造である。
特開2005−232552号公報
For the purpose of solving such a problem, as shown in FIG. 4, a spring 8 is disposed between the receiving column 7 and the spring receiving member 9, and a force for returning the hot metal 2 toward the main rod 1 is provided. A supporting structure for the hot metal to be imparted has been proposed (Patent Document 1). In FIG. 4, the hot metal receiving beam 51 of the hot metal 2 is placed on a horizontal beam 52 which is a structural member of the blast furnace, and the horizontal beam 52 is supported by a vertical support beam 53 fixed to the ground 10. If the hot metal support structure described in Patent Document 1 is arranged so that all the hot metal passes through the center of the blast furnace, the design relating to the installation positions and spring strengths of the springs 8 provided on both sides of the hot metal width direction is possible. This structure is easy and can provide a desired effect.
JP-A-2005-232552

しかし、実際の高炉の溶銑樋は、例えば図5に示すように、主樋1と接続されていない溶銑樋2がx軸方向に対して、α、βだけ屈曲して高炉の構造部材上に配設されているのが普通である。したがって、特許文献1に記載の溶銑樋の支持構造は、設計時に、高炉の主樋に生じる熱膨張・熱収縮によって溶銑樋2が移動するときのモーメントの影響まで考慮して、樋幅方向両側に設けるばね8の設置位置とばね強さを設計しなければならず、設計が極めて難しくなる。   However, as shown in FIG. 5, for example, the molten iron 2 not connected to the main rod 1 is bent by α and β with respect to the x-axis direction on the structural member of the blast furnace. It is usual that it is arranged. Therefore, the hot metal support structure described in Patent Document 1 is designed on the both sides of the hot metal width direction in consideration of the influence of the moment when the hot metal 2 moves due to thermal expansion / shrinkage generated in the main blast furnace. The installation position and spring strength of the spring 8 to be provided must be designed, and the design becomes extremely difficult.

そればかりではなく、特許文献1に記載の溶銑樋の支持構造は、実際の高炉の溶銑樋に適用した場合、溶銑樋2が移動するときのモーメントの影響によって樋幅方向両側に設けるばねが正常に機能しなくなることも起こり得るから、設計時の効果を発揮できるかどうか懸念される。
また、特許文献1に記載の溶銑樋の支持構造は、受柱7とばね受け部材9の間にばね8を配設することが必須となるから、長期間使用した場合、設計時の効果を持続させることがきるかどうか懸念される。
In addition, when the hot metal support structure described in Patent Document 1 is applied to the hot metal of an actual blast furnace, the springs provided on both sides of the hot metal width direction are normal due to the influence of the moment when the hot metal 2 moves. There is a possibility that it will not function properly.
In addition, since the hot metal support structure described in Patent Document 1 is required to dispose the spring 8 between the receiving post 7 and the spring receiving member 9, when used for a long period of time, the design effect can be obtained. There is concern about whether it can be sustained.

本発明は、上記問題点を解消し、実際の高炉の溶銑樋に適用して長期間にわたり設計時の効果を持続させることが可能な溶銑樋の支持構造を提供することを目的とする。   An object of the present invention is to solve the above-mentioned problems and to provide a hot metal support structure that can be applied to a hot metal of an actual blast furnace and can maintain the design effect for a long time.

本発明は、以下のとおりである。
1.一端が高炉の主樋に、他端が高炉の中心を通る軸方向に対して屈曲して配設されている溶銑樋にそれぞれ接続され、かつ前記他端に向かって傾斜された状態で高炉の構造部材上に受けを介して載置される溶銑樋の支持構造であって、前記主樋に接続される溶銑樋の受けが高炉の構造部材に固定され、上面を水平な受け面とした樋支持部材で構成され、溶銑樋の樋枠に固定された足部材を前記水平な受け面で受ける構造としてなり、前記樋支持部材の上面と前記足部材の下面との間にフッ素樹脂および/またはシリコン樹脂を有することを特徴とする溶銑樋の支持構造。
The present invention is as follows.
1. One end is connected to the main furnace of the blast furnace, the other end is connected to the hot metal that is bent with respect to the axial direction passing through the center of the blast furnace, and is inclined toward the other end. A hot metal support structure mounted on a structural member via a receiver, wherein the hot metal receiver connected to the main iron is fixed to the structural member of the blast furnace, and the upper surface is a horizontal receiving surface. The support member is configured to receive the foot member fixed to the hot metal frame by the horizontal receiving surface, and a fluororesin and / or between the upper surface of the foot support member and the lower surface of the foot member A hot metal support structure comprising a silicon resin .

本発明に係る溶銑樋の支持構造は、高炉の主樋に生じる熱膨張・熱収縮に追従可能な構造を有し、実際の高炉の溶銑樋に適用して、長期間にわたり設計時の効果を持続させることが可能である。したがって、主樋と溶銑樋の接続部の補修作業を減少することができ、追加スタンプ材などの耐火物コストおよびメンテナンス費用を削減することができる。しかも、本発明によれば、樋の稼動時、主樋と溶銑樋の接続部で溶銑が洩れる漏銑トラブルを防止することができる。   The hot metal support structure according to the present invention has a structure that can follow the thermal expansion and contraction that occurs in the main body of the blast furnace. It can be sustained. Therefore, it is possible to reduce the repair work of the connecting portion between the main metal and the hot metal, and it is possible to reduce the refractory cost such as the additional stamp material and the maintenance cost. Moreover, according to the present invention, it is possible to prevent a leakage trouble that the molten iron leaks at the connecting portion between the main metal and the hot metal during the operation of the hot metal.

以下、本発明にかかる溶銑樋の支持構造につき、従来の溶銑樋の支持構造と対比して説明する。本発明にかかる溶銑樋の支持構造を図1に示した。図1は、図3に示した従来の溶銑樋の支持構造を示す側面図と対応させて示した側面図である。
本発明にかかる溶銑樋の支持構造は、図1に示したように、溶銑樋2の受けが高炉の構造部材に固定され、上面を水平な受け面とした樋支持部材5で構成され、溶銑樋2の樋枠に固定した足部材6を水平な受け面で受ける構造としてなる。その際、溶銑樋2の本体構造および接続部3を介して主樋1と溶銑樋2とを接続する接続構造は従来と同様とすることができる。溶銑樋2の傾斜角θは、実際上、θ≒5°とすることが好適である。
Hereinafter, the hot metal support structure according to the present invention will be described in comparison with the conventional hot metal support structure. The hot metal support structure according to the present invention is shown in FIG. FIG. 1 is a side view corresponding to the side view showing the conventional hot metal support structure shown in FIG.
As shown in FIG. 1, the hot metal support structure according to the present invention comprises a hot metal support member 5 in which the hot metal 2 is fixed to the structural member of the blast furnace and the upper surface is a horizontal receiving surface. The foot member 6 fixed to the heel frame of the heel 2 is received by a horizontal receiving surface. At that time, the main body structure of the hot metal 2 and the connection structure for connecting the main iron 1 and the hot metal 2 through the connecting portion 3 can be the same as the conventional one. In practice, the inclination angle θ of the hot metal 2 is preferably θ≈5 °.

一方、従来の溶銑樋の支持構造は、溶銑樋2の受けが樋受け梁51であり、溶銑樋2が樋受け梁51を介して傾斜角θを設けて高炉の構造部材上に載置されている。
ここで、本発明の実施の形態に係る溶銑樋の支持構造においては、鋼製の樋支持部材5の上部を耐熱性を有する低摩擦な樹脂層5aで形成して、鋼製の樋支持部材5の上面と、溶銑樋2の樋枠に固定した鋼製の足部材6の下面との間の摩擦抵抗を小さくしている。低摩擦な樹脂としては、鋼製の部材同士を面接触させ、一方を移動させるときの摩擦抵抗に比べて、摩擦抵抗を小さくすることができるフッ素樹脂やシリコン樹脂等が好適に使用できる。ただし、低摩擦な樹脂層は、鋼製の樋支持部材5の上部に設ける代わりに、鋼製の足部材6の下層に設けることでもその効果を発揮できる。
On the other hand, in the conventional hot metal support structure, the hot metal 2 is received by the hot metal receiving beam 51, and the hot metal 2 is placed on the structural member of the blast furnace with an inclination angle θ through the hot metal receiving beam 51. ing.
Here, in the hot metal support structure according to the embodiment of the present invention, the upper part of the steel iron support member 5 is formed of a heat-resistant low friction resin layer 5a, and the steel iron support member is formed. The frictional resistance between the upper surface of 5 and the lower surface of the steel foot member 6 fixed to the frame of the hot metal 2 is reduced. As the low-friction resin, a fluororesin, a silicon resin, or the like that can reduce the friction resistance can be suitably used as compared with the friction resistance when the steel members are brought into surface contact with each other and moved. However, the effect of the low friction resin layer can also be exhibited by providing it in the lower layer of the steel foot member 6 instead of providing it in the upper part of the steel heel support member 5.

また、設計上、低摩擦な樹脂層を鋼製の部材間に設けたのでは、その効果が不十分である場合には、低摩擦な樹脂層を設ける代わりに、樋支持部材5の上面と足部材6の下面との間に、ころを配設するのがよい。ころを鋼製の部材間に、低摩擦手段として設けた場合には、鋼製の部材同士を面接触させ、一方を移動させるときの摩擦抵抗に比べて、顕著に摩擦抵抗を小さくすることができる。   In addition, when the low friction resin layer is provided between the steel members in design, if the effect is insufficient, instead of providing the low friction resin layer, A roller may be disposed between the lower surface of the foot member 6. When a roller is provided as a low friction means between steel members, the frictional resistance can be significantly reduced compared to the frictional resistance when the steel members are brought into surface contact with each other and one of them is moved. it can.

以上説明した本発明にかかる溶銑樋の支持構造によれば、溶銑樋を支持する構造の設計計算が容易となり、設計上、高炉の主樋に生じる熱膨張・熱収縮に追従可能な構造とすることができる。
すなわち、実際の高炉の溶銑樋は、例えば図5に示すように、主樋1と接続されていない溶銑樋2がx軸方向に対し、α、βだけ屈曲して高炉の構造部材上に配設され、高炉の主樋に生じる熱膨張・熱収縮に伴って溶銑樋2にモーメントが生じるが、本発明にかかる溶銑樋の支持構造は、溶銑樋2の樋枠に固定した足部材6を水平な受け面で受ける構造としたので、設計上、その影響を容易に見積もることができる。
According to the hot metal support structure according to the present invention described above, the design calculation of the structure that supports the hot metal becomes easy, and the structure can follow the thermal expansion and thermal shrinkage that occurs in the main body of the blast furnace. be able to.
That is, as shown in FIG. 5, for example, the hot metal of the blast furnace is arranged on the structural member of the blast furnace with the hot metal 2 not connected to the main iron 1 bent by α and β with respect to the x-axis direction. Although a moment is generated in the hot metal 2 with thermal expansion and contraction generated in the main rod of the blast furnace, the hot metal support structure according to the present invention has a foot member 6 fixed to the hot metal frame of the hot metal 2. Since the structure is such that it is received by a horizontal receiving surface, its influence can be easily estimated in the design.

一例として樋受け梁51と溶銑樋2との間の動摩擦係数を0.3とした場合、主樋1の熱膨張・熱収縮によって主樋1が移動する際、例えば図5に示す主樋1に接続部3を介して接続される溶銑樋2に係る力は、設計上、969kNと計算される。これに対して、本発明にかかる溶銑樋の支持構造を適用し、樋支持部材5の上面と足部材6の下面との間に、低摩擦な樹脂層5aを設けた場合には、その力は882kNとなり、接触部3に作用する力を10%程度低減することができる。   As an example, when the coefficient of dynamic friction between the rod receiving beam 51 and the molten iron 2 is 0.3, when the main rod 1 moves due to thermal expansion / contraction of the main rod 1, for example, the main rod 1 shown in FIG. The force relating to the hot metal 2 connected to the metal through the connecting part 3 is calculated as 969 kN by design. On the other hand, when the hot metal support structure according to the present invention is applied and the low friction resin layer 5a is provided between the upper surface of the heel support member 5 and the lower surface of the foot member 6, the force Becomes 882 kN, and the force acting on the contact portion 3 can be reduced by about 10%.

従って、本発明にかかる溶銑樋の支持構造を、実際の溶銑樋に適用することによって、長期間にわたりその効果を持続させることができるから、主樋1の端面の変移に追従させて溶銑樋2を炉体方向に移動させることができ、接続部3に隙間が生じることを防止できる。この結果、主樋1と溶銑樋2との接続部3の補修作業を減少することができ、追加スタンプ材などの耐火物コストおよびメンテナンス費用を削減することができる。   Therefore, by applying the hot metal support structure according to the present invention to the actual hot metal, the effect can be maintained over a long period of time. Therefore, the hot metal 2 is made to follow the transition of the end face of the main iron 1. Can be moved in the furnace body direction, and a gap can be prevented from being generated in the connecting portion 3. As a result, it is possible to reduce the repair work of the connecting portion 3 between the main rod 1 and the hot metal 2 and to reduce the refractory cost such as the additional stamp material and the maintenance cost.

炉内容積5150m3の高炉の鋳床に溶銑樋を載置するに当たり、本発明に係る溶銑樋の支持構造を適用した。その際、フッ素樹脂からなる低摩擦な樹脂層を樋支持部材5の上部に設けた。本発明に係る溶銑樋の支持構造を適用した後、その溶銑樋を使用し、1日当たり3回の出銑を繰り返して3年経過したが、溶銑樋2の補修によって生じた移動量は100mm程度で、溶銑樋の位置を戻す工事の必要性は生じていない。 The hot metal support structure according to the present invention was applied in placing hot metal on the cast floor of a blast furnace having a furnace internal volume of 5150 m 3 . At that time, a low-friction resin layer made of fluororesin was provided on the upper portion of the heel support member 5. After applying the hot metal support structure according to the present invention, the hot metal was used, and the hot metal was used 3 times per day and 3 years passed, but the amount of movement caused by repair of the hot metal 2 was about 100 mm. Therefore, there is no need to return the hot metal position.

これに対して図3に示したような従来の溶銑樋構造を採用していたときには、主樋内の溶銑滓を抜き出して行う主樋の修理を10日に1回程度の頻度で繰り返していたから、3年程度の使用で溶銑樋2の補修によって生じた移動量が約700mmとなり、主樋と溶銑樋との間の接続部をスタンプ材で埋めるだけでは修理できなくなり、溶銑樋の位置を主樋側へ戻す工事が必要であった。   On the other hand, when the conventional hot metal structure as shown in FIG. 3 was adopted, the repair of the main iron which was carried out by extracting the hot metal in the main iron was repeated about once every 10 days. The amount of movement caused by repairing the hot metal 2 after about 3 years of use is about 700 mm, and it is impossible to repair just by filling the connecting part between the main metal and the hot metal with stamp material. Construction to return to the side was necessary.

本発明にかかる溶銑樋の支持構造を例示する概略平面図である。It is a schematic plan view which illustrates the support structure of the hot metal concerning this invention. 従来の溶銑樋の支持構造における問題点を説明するための建設時の概略図である。It is the schematic at the time of construction for demonstrating the problem in the support structure of the conventional hot metal. 従来の溶銑樋の支持構造における問題点を説明するための樋使用時の概略図である。It is the schematic at the time of use of the iron for demonstrating the problem in the support structure of the conventional hot metal. 従来の溶銑樋の支持構造における問題点を説明するための樋休止時の概略図である。It is the schematic at the time of a hot iron stop for demonstrating the problem in the support structure of the conventional hot metal. 従来の溶銑樋の支持構造における問題点を説明するための樋補修後の概略図である。It is the schematic after the iron repair for demonstrating the problem in the support structure of the conventional hot metal. 従来の溶銑樋の支持構造における問題点を説明するための樋補修後、再使用時の概略図である。It is the schematic at the time of reuse after repair of the iron for explaining the problem in the support structure of the conventional hot metal. 従来の溶銑樋の支持構造における問題点を説明するための、樋補修、再使用を繰り返した時の概略図である。It is the schematic when repeating hot metal repair and reuse for demonstrating the problem in the support structure of the conventional hot metal. 従来の溶銑樋の支持構造の概略側面図である。It is a schematic side view of the conventional hot metal support structure. 特許文献1に記載の溶銑樋の支持構造を示す断面図である。It is sectional drawing which shows the hot metal support structure of patent document 1. As shown in FIG. 特許文献1に記載の溶銑樋の支持構造を適用した場合のばね力を受ける受柱7の配置図である。It is an arrangement plan of receiving pillar 7 which receives spring force at the time of applying the hot metal support structure given in patent documents 1.

符号の説明Explanation of symbols

a、a’ 樋使用時の熱膨張量
b 溶銑樋2の接続部3に形成される隙間
α、β 溶銑流れ方向とx軸方向とのなす角度
F 水平面
θ 溶銑樋の傾斜角
1 主樋
2 溶銑樋
1A、2A 樋材
1B、2B 樋枠
3 接続部
3A スタンプ材
3B 追加スタンプ材
4 主樋1の端面
5 樋支持部材
5a 低摩擦手段(低摩擦な樹脂層)
6 足部材
7 受柱
8 ばね
9 ばね受け部材
10 地面
20 堰
51 樋受け梁
52 水平梁
53 垂直支持梁
a, a ′ Thermal expansion amount when using hot metal b Clearances formed at connecting part 3 of hot metal 2 α, β Angle formed between hot metal flow direction and x axis direction F Horizontal plane θ Hot metal inclination angle 1 Main steel 2 Hot metal 1A, 2A Iron material 1B, 2B Steel frame 3 Connection part 3A Stamp material 3B Additional stamp material 4 End surface of main iron 1 5 Metal support member 5a Low friction means (low friction resin layer)
6 foot member 7 receiving column 8 spring 9 spring receiving member 10 ground 20 weir 51 heel receiving beam 52 horizontal beam 53 vertical support beam

Claims (1)

一端が高炉の主樋に、他端が高炉の中心を通る軸方向に対して屈曲して配設されている溶銑樋にそれぞれ接続され、かつ前記他端に向かって傾斜された状態で高炉の構造部材上に受けを介して載置される溶銑樋の支持構造であって、前記主樋に接続される溶銑樋の受けが高炉の構造部材に固定され、上面を水平な受け面とした樋支持部材で構成され、溶銑樋の樋枠に固定された足部材を前記水平な受け面で受ける構造としてなり、前記樋支持部材の上面と前記足部材の下面との間にフッ素樹脂および/またはシリコン樹脂を有することを特徴とする溶銑樋の支持構造。 One end is connected to the main furnace of the blast furnace, the other end is connected to the hot metal that is bent with respect to the axial direction passing through the center of the blast furnace, and is inclined toward the other end. A hot metal support structure mounted on a structural member via a receiver, wherein the hot metal receiver connected to the main iron is fixed to the structural member of the blast furnace, and the upper surface is a horizontal receiving surface. The support member is configured to receive the foot member fixed to the hot metal frame by the horizontal receiving surface, and a fluororesin and / or between the upper surface of the foot support member and the lower surface of the foot member A hot metal support structure comprising a silicon resin .
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