JP2005232552A - Support structure for hot metal flume - Google Patents

Support structure for hot metal flume Download PDF

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JP2005232552A
JP2005232552A JP2004045233A JP2004045233A JP2005232552A JP 2005232552 A JP2005232552 A JP 2005232552A JP 2004045233 A JP2004045233 A JP 2004045233A JP 2004045233 A JP2004045233 A JP 2004045233A JP 2005232552 A JP2005232552 A JP 2005232552A
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hot metal
main
flume
spring
support structure
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Hirofumi Okuyama
裕文 奥山
Masakatsu Takeshita
将功 竹下
Tomohito Yokozuka
智人 横塚
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JFE Steel Corp
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JFE Steel Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a support structure for a hot metal flume, which reduces an operation for repairing a junction between the hot metal flume and a main flume, and besides, prevents a trouble of leaking hot metal in the junction between the hot metal flume and the main flume, during using the flumes. <P>SOLUTION: The hot metal flume has a main body of the flume comprising a flume material having a hot metal passage formed therein and a flume frame surrounding the flume material; is mounted on a structure fixed on the ground, in a state of being connected to the main flume through the junction; and has a spring arranged between a spring carrier member installed on the flume frame of the hot metal flume and a carrier bar fixed on the ground, to form a structure capable of following the thermal expansion and shrinkage of the main flume. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、高炉の主樋の熱膨張および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 of a main furnace of a blast furnace.

高炉においては、出銑孔から溶銑およびスラグを同時に排出し、主樋に設けた堰きにより溶銑とスラグを分離する方法が採用されている。この分離された溶銑を所定位置にまで流すために溶銑樋が主樋に接続部を介して接続されている。これらの高炉の樋は出銑の際に使用され、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必要とされる。   In the blast furnace, a method is adopted in which hot metal and slag are discharged simultaneously from the tapping hole and the hot metal and slag are separated by a dam provided in the main pole. In order to flow the separated hot metal to a predetermined position, the hot metal is connected to the main iron via a connecting portion. These blast furnace soots are used at the time of tapping, and are required to have a structure in which leakage does not easily occur and to have excellent durability.

樋材と樋材を囲う樋枠とからなる主樋本体の構造としては、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高炉樋が知られている(特許文献1)。   As the structure of the main body consisting of the firewood and the firewood frame surrounding the firewood, there is a blast furnace fired with a high-density panel block lined in order to extend the life of the firewood that is eroded by both hot metal and slag. Known (Patent Document 1).

一方、高炉の溶銑樋の構造も、主樋と同様に本体は、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なる。これらの樋は出銑時に1500℃にも達する溶銑、スラグを流すため、使用時と休止時に大きな熱膨張収縮が発生するため、鋳床などを支持する構造物上に載置されているだけで、水平方向に対して支持されていない支持構造とされており、このため、以下のような問題があった。
特開昭59−185710号公報
On the other hand, in the structure of the hot metal of the blast furnace, the main body, like the main iron, is made up of a hot metal in which a hot metal passage is formed and a hot metal frame surrounding the hot metal. Since these hot metal flows hot metal and slag that reach 1500 ° C at the time of brewing, large thermal expansion and contraction occurs during use and at rest, so it is only placed on the structure that supports the cast floor. The support structure is not supported in the horizontal direction, and thus has the following problems.
JP 59-185710 A

高炉の溶銑樋の支持構造上の問題点を図10-1〜図10-6により説明する。   Problems in the blast furnace hot metal support structure will be explained with reference to Figs. 10-1 to 10-6.

図10-1〜図10-6は、各過程での溶銑樋2の状態を樋の長手方向を鉛直に切った断面図で示す概略図であって、主樋1と溶銑樋2の接続部近傍の樋材の位置関係を示す。接続部は、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(図10-1参照)に施工して形成している。   FIGS. 10-1 to 10-6 are schematic views showing the state of the hot metal 2 in each process in a cross-sectional view in which the longitudinal direction of the hot metal is cut vertically, and a connecting portion between the main iron 1 and the hot metal 2 The positional relationship of the nearby brazing material is shown. The connecting portion is arranged such that one end portion of the main iron 1 and one end portion of the hot metal 2 are overlapped with a space in the vertical direction, between the main iron 1 and the hot metal 2 spaced apart, and in the longitudinal direction of the iron A stamp material 3A, which is a refractory material, is formed between the brazing material 2A of the hot metal 2 and the brazing material 1A of the main rod 1 at the time of construction (see FIG. 10-1).

接続部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10-2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が変移するが、その際、溶銑樋2は、鋳床などを支持する構造物上に載置されているために、下記式(1)で示される最大摩擦力F以上の力を受けないと主樋1の収縮に追随して動くことはない。   The stamp material 3A constituting the connecting portion uses a refractory material that can absorb elongation compared to the brazing materials 1A and 2A. However, since the thermal expansion amount of the main rod 1 exceeds that, the main rod is used when the rod is used. 1, the hot metal 2 is pushed in the longitudinal direction of the punch through the stamp material 3A, and moves in the longitudinal direction of the punch by an amount indicated by a in FIG. After that, 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-reactor body is changed as the main rod 1 contracts in the longitudinal direction. Is placed on a structure that supports a cast floor or the like, and therefore moves following the contraction of the main shaft 1 unless it receives a force greater than the maximum frictional force F represented by the following formula (1). There is no.

溶銑樋の樋枠と溶銑樋を載置する構造物間に働く最大摩擦力F=溶銑樋の質量M×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 ・・・・・(1)
しかしながら、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。
Maximum frictional force F acting between the hot metal frame and the structure on which the hot metal is placed F = mass of hot metal M × coefficient of friction μ between the hot metal frame and the structure on which the hot metal is placed (1)
However, the bonding force between the brazing material 1A of the main rod 1 and the stamping material 3A is not so great.

このため、主樋1を溶銑樋2のスタンプ材3Aに乗せている構造としたのでは、主樋1が長手方向に収縮する際、主樋1に追従させて溶銑樋2を炉体方向に向かって移動させることができず、主樋1とスタンプ材3Aを介して接続している接続部に割れが生じ、図10-3に示した如く、隙間bが形成されてしまう。   For this reason, when the main rod 1 is put on the stamp material 3A of the hot metal 2, when the main rod 1 contracts in the longitudinal direction, the hot metal 2 is made to follow the main rod 1 in the furnace body direction. Cannot be moved, and a crack occurs in the connecting portion connected to the main rod 1 via the stamp material 3A, and a gap b is formed as shown in FIG. 10-3.

従って、図10-4に示す如く、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。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10-5に示す如く、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。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10-6に示す如く、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。なお、図10-1〜図10-6中、符号20は、溶銑とスラグを分離する堰きを示す。   Accordingly, as shown in FIG. 10-4, 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. If repairing the rod without filling the gap b and restarting the rod, it will lead to a leakage trouble in which the molten iron leaks from the gap b formed in the joint between the main rod and the molten iron. In order to prevent leakage that leads to such a serious disaster, repair work for the soot that fills the gap b is essential. After repairing the scissors and restarting, the hot metal 2 is pushed by the main scissors 1 through the stamp material 3A and the additional stamp material 3B in the scissors longitudinal direction, as shown in FIG. As a result of the movement of a 'and then, when the hot metal is stopped, the hot metal 2 cannot be pulled back in the longitudinal direction of the hot metal by a' along the main iron 1 for the reason described above. A repair work for the heel is performed in which the gap formed corresponding to the heel longitudinal movement amount a ′ is filled with the additional stamp material 3B. When such scissors repair and re-use of scissors are repeated, the amount of movement of the scissors 2 in the longitudinal direction of the scissors 2 increases every time the scissors are repaired. The state where the two overlaps disappear. 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. In FIGS. 10-1 to 10-6, reference numeral 20 denotes a dam that separates the hot metal from the slag.

本発明は、上記問題点を解消し、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、しかも樋の使用時、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溶銑樋の支持構造を提供することを目的とする。   The present invention solves the above-mentioned problems, can reduce the repair work of the connecting portion between the main metal and the hot metal, and, when using the iron, the leakage trouble that the hot metal leaks at the connecting portion between the main metal and the hot metal. It is an object of the present invention to provide a hot metal support structure capable of preventing the above.

本発明は、以下のとおりである。
1. 高炉の主樋に接続される溶銑樋を支持する溶銑樋の支持構造であって、前記溶銑樋は溶銑通路を形成された樋材と該樋材を囲う樋枠で樋本体が構成され、前記主樋に接続された状態で地面に固定した構造物上に載置されていると共に、前記溶銑樋の樋枠に取り付けてなるばね受け部材と地面に固定した固定部材との間にばねが配置されて、前記主樋の熱膨張および収縮に追従可能に構成されていることを特徴とする溶銑樋の支持構造。
2. 前記溶銑樋と該溶銑樋を載置する構造物との間に複数のころが配置されていることを特徴とする1.に記載の溶銑樋の支持構造。
The present invention is as follows.
1. A hot metal support structure for supporting hot metal connected to the main rod of a blast furnace, wherein the hot metal has a hot metal body formed of a hot metal having a hot metal passage formed therein and a hot metal frame surrounding the hot metal material, A spring is disposed between a spring receiving member attached to the hot metal frame and a fixed member fixed to the ground, and is mounted on a structure fixed to the ground while being connected to the main rod. The hot metal support structure is configured to be able to follow the thermal expansion and contraction of the main rod.
2. A plurality of rollers are disposed between the hot metal and a structure on which the hot metal is placed. The hot metal support structure described in 1.

本発明によれば、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。   According to the present invention, 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.

先ず、本発明にかかる溶銑樋の支持構造について図を用いて説明する。   First, the hot metal support structure according to the present invention will be described with reference to the drawings.

図1は、本発明にかかる溶銑樋2の支持構造の原理を説明する概略平面図であり、図2は、図1に示した溶銑樋2の支持構造の概略側面図である。図3は、図1のX−X断面図である。図1、図2においては、主樋1に設けられている堰き及び分離されたスラグを所定位置に運ぶためのスラグ樋、溶銑樋2の接続部3の構造は従来と同様であるので図示を省略した。   FIG. 1 is a schematic plan view for explaining the principle of the support structure for the hot metal 2 according to the present invention, and FIG. 2 is a schematic side view of the support structure for the hot metal 2 shown in FIG. 3 is a cross-sectional view taken along line XX in FIG. 1 and 2, the dams provided on the main rod 1 and the structure of the connecting portion 3 of the slag rod and the hot metal 2 for transporting the separated slag to a predetermined position are the same as in the prior art. Omitted.

本発明に用いる溶銑樋2は、従来と同様、主樋1に接続部3を介して接続され、スラグと分離された溶銑を所定位置にまで運んで開口端から流下させるもので、溶銑通路を形成された樋材2Aと樋材2Aを囲う樋枠2Bで樋本体が構成されている。   As in the prior art, the hot metal 2 used in the present invention is connected to the main iron 1 via the connecting portion 3 and carries the hot metal separated from the slag to a predetermined position to flow down from the open end. The cocoon body is composed of the cocoon material 2A and the cocoon frame 2B that surrounds the cocoon material 2A.

主樋1も図4に示すように、溶銑とスラグを流す通路を形成された樋材1Aと樋材1Aを囲う樋枠1Bで樋本体が構成され、主樋1の樋本体は、シャモット煉瓦1C、赤煉瓦1Dおよびキャスタブル1Eと共に主樋架構1F内に収納されている。   As shown in FIG. 4, the main rod 1 is also composed of a rod 1 </ b> A having a passage for flowing molten iron and slag and a rod frame 1 </ b> B surrounding the rod 1 </ b> A. 1C, red brick 1D and castable 1E are housed in main frame 1F.

構造物は、樋受け梁51、水平梁52および地面に固定された垂直な支持梁53などにより構成されている。構造物の部材には、H形鋼が好適に使用される。   The structure is composed of a gutter receiving beam 51, a horizontal beam 52, a vertical support beam 53 fixed to the ground, and the like. An H-section steel is preferably used for the structural member.

ここで、主樋1の炉体側は、高炉の炉体によって高炉の炉体方向への移動が規制されており、一方、溶銑樋2は構造物の樋受け梁51上に載置されている。主樋1の長手方向は、高炉の炉体中心に向かっている(図5参照)。また、図1〜図3に示した溶銑樋2は、その長手方向が高炉の炉体中心に向かっているとしたが、開口端までの間に屈折部があり、図5に示す如く、屈折部より先の方で溶銑樋2の長手方向が高炉の炉体中心に向かっていない溶銑樋もある。   Here, on the furnace body side of the main rod 1, the movement of the blast furnace in the direction of the blast furnace body is restricted by the furnace body of the blast furnace, while the hot metal 2 is placed on the bridge receiving beam 51 of the structure. . The longitudinal direction of the main rod 1 is toward the center of the blast furnace body (see FIG. 5). In addition, the hot metal 2 shown in FIGS. 1 to 3 has a longitudinal direction toward the center of the furnace body of the blast furnace, but there is a refracting part between the opening ends, and as shown in FIG. There is also a hot metal in which the longitudinal direction of the hot metal 2 is not directed toward the furnace body center of the blast furnace in the direction beyond the section.

本発明にかかる溶銑樋2の支持構造は、溶銑樋2の樋枠2Bに取り付けてなるばね受け部材6、6’と地面に固定した固定部材である受柱7、7’との間にばね8を配置していることを特徴とする。ばね受け部材6、6’と受柱7、7’との間に配置したばね8により、主樋1の熱膨張および収縮に対して溶銑樋2を追従可能とするには、以下のようにすることが重要である。
(i) ばね8の数およびばね係数は、樋の使用時において、二つのばね8のたわみにより生起されるばね力を合計した合計ばね力が前記式(1)で表される最大摩擦力Fを上回るように決定する。なお、樋の使用時には、図1、図2に示したように配置されたばね8はばね受け部材6、6’により引っ張られて、樋使用前の状態によりばね8のたわみが増えるが、この状態で二つのばね8のたわみにより生起される合計ばね力が式(1)で表される最大摩擦力Fを上回る必要がある。
The hot metal 2 supporting structure according to the present invention has a spring between a spring receiving member 6, 6 ′ attached to the hot metal frame 2 </ b> B of the hot metal 2 and a receiving column 7, 7 ′ which is a fixed member fixed to the ground. 8 is arranged. In order to enable the hot metal 2 to follow the thermal expansion and contraction of the main rod 1 by the spring 8 disposed between the spring receiving members 6 and 6 ′ and the receiving columns 7 and 7 ′, as follows. It is important to.
(i) The number of springs 8 and the spring coefficient are the maximum frictional force F expressed by the above formula (1), where the total spring force is the sum of the spring forces generated by the deflection of the two springs 8 when the scissors are used. Decide to exceed. In addition, when the scissors are used, the springs 8 arranged as shown in FIGS. 1 and 2 are pulled by the spring receiving members 6 and 6 ′, and the deflection of the springs 8 increases due to the state before using the scissors. Therefore, the total spring force generated by the deflection of the two springs 8 needs to exceed the maximum frictional force F expressed by the equation (1).

この理由は、樋の使用時において、二つのばね8のたわみにより生起されるばね力を合計した合計ばね力が最大摩擦力Fを下回った場合、樋の休止時に主樋1の収縮に対して溶銑樋2を追従させることができない場合が起こるからである。主樋1が長手方向に収縮する際の最大摩擦力Fの方向は、矢印11で示す反炉体方向に働く。
(ii) ばね8は、その長さ方向を主樋1の長手方向に一致させ、かつ溶銑樋2を挟んで両側にばね係数が同じであるばね8を配置する。このようにして、各ばね8のたわみにより生起されるばね力により、主樋1との接続部3に曲げモーメントが発生しないようにする。
The reason for this is that when the rod is used, the total spring force generated by the deflection of the two springs 8 is less than the maximum frictional force F. It is because the case where the hot metal 2 cannot be followed occurs. The direction of the maximum frictional force F when the main rod 1 contracts in the longitudinal direction works in the direction of the reactor body indicated by the arrow 11.
(ii) The spring 8 has its length direction aligned with the longitudinal direction of the main rod 1 and the springs 8 having the same spring coefficient are arranged on both sides of the hot metal 2. In this way, a bending moment is prevented from being generated in the connecting portion 3 with the main rod 1 due to the spring force generated by the deflection of each spring 8.

このような支持構造を持つ溶銑樋2は、溶銑通路を形成された樋材2Aと樋材2Aを囲う樋枠2Bで樋本体が構成され、主樋1に接続部3を介して接続された状態で地面に固定した構造物51上に載置されていると共に、溶銑樋2の樋枠2Bに取り付けてなるばね受け部材6、6’と地面に固定した固定部材である受柱7、7’との間にばね8が配置されて、主樋1の熱膨張および収縮に追従可能に構成されている。   In the hot metal 2 having such a support structure, the main body of the hot metal 2A formed with the hot metal passage and the hot metal frame 2B that surrounds the hot metal 2A is connected to the main iron 1 via the connecting portion 3. A spring receiving member 6, 6 ′ which is mounted on the structure 51 fixed to the ground in a state and attached to the flame frame 2 B of the hot metal 2 and a receiving column 7, 7 which is a fixed member fixed to the ground. A spring 8 is arranged between the main rod 1 and the main rod 1 so as to follow the thermal expansion and contraction.

上述した本発明にかかる溶銑樋2の支持構造の作用について説明すると、溶銑樋2は、樋の稼動時に、主樋1の熱膨張により主樋1が長手方向に延びるため、接続部3を介して押され、その結果、矢印11で示す方向に移動する。一方、樋を使用した後、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の端面4が炉体側に変移するが、その際、樋の使用時において2つのばね8のばね力を合計した合計ばね力が式(1)で表される最大摩擦力Fを上回っているため、主樋1の端面4の変移に追従させて溶銑樋2を矢印12で示す方向へ移動させることができる。   The operation of the above-described support structure for the hot metal 2 according to the present invention will be described. Since the hot metal 2 extends in the longitudinal direction due to thermal expansion of the main metal 1 during operation of the hot metal, the hot metal 2 is connected via the connecting portion 3. As a result, it moves in the direction indicated by the arrow 11. On the other hand, after the firewood is used, when the firewood is stopped, the main firewood 1 is gradually cooled, and the main firewood 1 contracts in the longitudinal direction, so that the end surface 4 of the main firewood 1 changes to the furnace body side. At the time, when the rod is used, the total spring force of the two springs 8 is greater than the maximum frictional force F expressed by the equation (1), so that it follows the transition of the end face 4 of the main rod 1. Thus, the hot metal 2 can be moved in the direction indicated by the arrow 12.

従って、本発明にかかる溶銑樋2の支持構造においては、主樋1が長手方向に収縮する際、主樋1の端面4の変移に追従させて溶銑樋2を矢印12で示す炉体方向に移動させることができ、主樋1と接続された接続部に隙間が生じることを防止できる。この結果、主樋と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可能となる。   Therefore, in the supporting structure of the hot metal 2 according to the present invention, when the main iron 1 contracts in the longitudinal direction, the hot metal 2 is moved in the furnace body direction indicated by the arrow 12 by following the transition of the end surface 4 of the main iron 1. It can be moved and it can prevent that a clearance gap arises in the connection part connected with the main fence 1. FIG. As a result, it is possible to reduce the repair work of the connecting portion with the main board, and it is possible to reduce the refractory cost such as the additional stamp material and the maintenance cost.

しかも、本発明にかかる溶銑樋2の支持構造においては、樋を使用した後、樋の休止時に主樋1の端面4の変移に追従させて溶銑樋2を矢印12で示す炉体方向に移動させることができ、主樋1とスタンプ材3Aを介して接続している接続部に割れが生じることを抑制することができるので、樋の使用時、溶銑樋2の接続部3から溶銑が洩れる漏銑トラブルを防止することができる。   Moreover, in the support structure of the hot metal 2 according to the present invention, after using the hot metal, the hot metal 2 is moved in the furnace body direction indicated by the arrow 12 by following the transition of the end surface 4 of the main iron 1 when the hot metal is stopped. Since it is possible to suppress the occurrence of cracks in the connecting portion connected to the main rod 1 via the stamp material 3A, the hot metal leaks from the connecting portion 3 of the hot metal 2 when the iron is used. Leakage trouble can be prevented.

ところで、本発明にかかる溶銑樋2の支持構造においては、溶銑樋2と溶銑樋2を載置する構造物51との間に複数のころ9が配置されているのが、溶銑樋2の樋枠2Bと溶銑樋2を載置する構造物51間の摩擦係数μを小さくでき、式(1)で表される最大摩擦力Fを低下することができるので好ましい。同様の目的で、樋受け梁51の上面にステンレス、樹脂等の摩擦係数μを小さくできる材料を配置しても良い。   By the way, in the support structure of the hot metal 2 according to the present invention, the plurality of rollers 9 are arranged between the hot metal 2 and the structure 51 on which the hot metal 2 is placed. This is preferable because the friction coefficient μ between the structure 51 on which the frame 2B and the hot metal 2 are placed can be reduced and the maximum frictional force F expressed by the equation (1) can be reduced. For the same purpose, a material capable of reducing the friction coefficient μ such as stainless steel or resin may be disposed on the upper surface of the eaves receiving beam 51.

また、各ばねには、樋の使用時における熱影響を緩和するために、冷却ファンのような冷却構造を設けるのが、樋の使用時に、各ばねの温度上昇を抑制することができ、各ばねのばね係数の低下を小さくすることができるので好ましい。ばねの形式はコイルばね、板ばね等必要なばね定数を有するものであれば使用できる。   In addition, each spring is provided with a cooling structure such as a cooling fan in order to mitigate the thermal effects during use of the eaves, so that when the eaves are used, the temperature rise of each spring can be suppressed. Since the fall of the spring coefficient of a spring can be made small, it is preferable. Any type of spring can be used as long as it has a necessary spring constant such as a coil spring or a leaf spring.

炉内容積5150m3の高炉の鋳床において、本発明に係る溶銑樋の支持構造を図5に示すような主樋101に接続部103を介して接続され、分離された溶銑を所定位置にまで運んで開口端104から流下させる溶銑樋102に適用した。その際、溶銑樋102−1と102−2間の屈折部、溶銑樋102−2と102−3間の屈折部に無理な曲げ力が作用しないようにするために、溶銑樋102の樋部分毎に図6−1、図6−2、図6−3に示すようにばね108を設置した。また、第2に溶銑通路を挟んで両側に同じばね係数を持つばね108を同数設置した。 In the casting floor of a blast furnace with a furnace internal volume of 5150 m 3, the hot metal support structure according to the present invention is connected to the main iron 101 as shown in FIG. 5 via the connecting portion 103, and the separated hot metal is brought to a predetermined position. It was applied to the hot metal 102 that was carried and flowed down from the open end 104. At that time, in order to prevent an excessive bending force from acting on the refracting part between the hot metal 102-1 and 102-2 and the refracting part between the hot metal 102-2 and 102-3, Each time, a spring 108 was installed as shown in FIGS. 6-1, 6-2, and 6-3. Second, the same number of springs 108 having the same spring coefficient are installed on both sides of the hot metal passage.

但し、ばね108は、樋の使用時に、各ばね8のたわみにより生起される合計ばね力が式(1)で表される最大摩擦力Fを上回るように、地面に固定した受柱107、107’と溶銑樋102の間に合計で16本設置した。   However, the springs 108 are fixed to the grounds 107 and 107 so that the total spring force generated by the deflection of the springs 8 exceeds the maximum frictional force F expressed by the equation (1) when the saddle is used. A total of 16 pieces were installed between 'and hot metal 102.

ばね108の設置箇所の内訳は、溶銑樋102−1が4箇所、102−2が8箇所、102−3が4箇所とした。図5中、αは溶銑樋102−2のx軸からの傾斜角度を示し、βは溶銑樋102−3のx軸からの傾斜角度を示す。x−y軸は、高炉の炉体100の炉中心100Aを原点とする直交座標軸である。  The breakdown of the locations where the springs 108 are installed is that the hot metal 102-1 is 4 locations, the 102-2 is 8 locations, and the 102-3 is 4 locations. In FIG. 5, α indicates the inclination angle of the hot metal 102-2 from the x-axis, and β indicates the inclination angle of the hot metal 102-3 from the x-axis. The xy axis is an orthogonal coordinate axis with the furnace center 100A of the furnace body 100 of the blast furnace as the origin.

ここで、図6-1、図6-2および図6-3には、溶銑樋102の各樋部分102−1、102−2および102−3の溶銑通路を挟んで設置する一組のばね108について示したが、それ以外のばねについても同様に、ばね長さ方向を主樋1の長手方向に一致させてばね8を配置した。各組のばね108は、一方が樋枠102Bの側面に取り付けてなるばね受け部材106と地面に固定した受柱107との間に設置され、他方が反対側の樋枠102Bの側面に取り付けてなるばね受け部材106’と地面に固定した受柱107’との間に設置されている。   Here, in FIG. 6-1, FIG. 6-2 and FIG. 6-3, a set of springs installed across the hot metal passages of the hot metal parts 102-1, 102-2 and 102-3 of the hot metal 102. 108 is shown, but the spring 8 is arranged in the same manner for the other springs with the spring length direction aligned with the longitudinal direction of the main rod 1. Each set of springs 108 is installed between a spring receiving member 106, one of which is attached to the side surface of the collar frame 102B, and a receiving column 107 fixed to the ground, and the other is attached to the side surface of the opposite collar frame 102B. Between the spring receiving member 106 ′ and the receiving column 107 ′ fixed to the ground.

溶銑樋の各樋部分に設置するばね108の本数およびばね力は、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を安全率も考慮して0.6として以下のように決めた。   The number and the spring force of the springs 108 to be installed in each hot metal part of the hot metal are as follows, assuming that the friction coefficient μ between the hot metal frame and the structure on which the hot metal is placed is 0.6, taking into consideration the safety factor: I decided so.

溶銑樋102−1を引き戻すのに必要な力=13.0ton/m×5.5m×0.6=43ton
溶銑樋102−2を引き戻すのに必要な力=13.0ton/m×11.5m×0.6=90ton
溶銑樋102−3を引き戻すのに必要な力=13.0ton/m×4.8m×0.6=38ton
溶銑樋102は102−1、102−2および102−3からなり、接続部103から開口端104までの全長は、21.8mである。溶銑樋102の長さは、溶銑を流すために樋材内に形成された溶銑通路の幅中央について測った距離であって、溶銑樋102−1における長さが5.5m、溶銑樋102−2の長さが11.5m、溶銑樋102−3の長さが4.8mである。また、キャスタブル耐火物を含む樋材102Aの質量が269ton、樋材102Aを囲う樋枠102Bとしての鉄皮の質量が15tonで、溶銑樋102の質量Mは284tonとなり、単位長さ当たりの溶銑樋102の質量は284/21.8=13.0ton/mである。
Force required to pull back hot metal 102-1 = 13.0 ton / m × 5.5 m × 0.6 = 43 ton
Force required to pull back hot metal 102-2 = 13.0 ton / m × 11.5 m × 0.6 = 90 ton
Force required to pull back hot metal 102-3 = 13.0 ton / m × 4.8 m × 0.6 = 38 ton
The hot metal 102 is composed of 102-1, 102-2 and 102-3, and the total length from the connecting portion 103 to the open end 104 is 21.8 m. The length of the hot metal 102 is a distance measured with respect to the center of the width of the hot metal passage formed in the hot metal for flowing the hot metal, and the length of the hot metal 102-1 is 5.5 m. The length of 2 is 11.5 m, and the length of the hot metal 102-3 is 4.8 m. Moreover, the mass of the brazing material 102A including the castable refractory is 269 ton, the mass of the iron skin as the brazing frame 102B surrounding the brazing material 102A is 15 ton, the mass M of the hot metal 102 is 284 ton, The mass of 102 is 284 / 21.8 = 13.0 ton / m.

ばね108としては、線径が28mm、外形が158mm、自由長が300mm(有効巻数が5.5巻合計で7巻)であって、たわみが100mmで、生起されるばねP=5.1tonのコイルばねを用い、樋の使用時における各スプリングのたわみが0mmとなるように決定した。   As the spring 108, the wire diameter is 28 mm, the outer shape is 158 mm, the free length is 300 mm (the effective number of windings is 5.5 in total, 7 windings), the deflection is 100 mm, and the generated spring P = 5.1 ton A coil spring was used, and the deflection of each spring during use of the scissors was determined to be 0 mm.

主樋101および溶銑樋102は、図8に示す如く、樋受け梁511、512上に載置されている。図8は、図5に示した実施例における溶銑樋102を載置する構造物を説明する概略平面図であって、主樋受け梁511および溶銑樋512(512−1、512−2、512−3)は、格子状の水平梁522に力を分散するよう固定するように設置されている。また、格子状の水平梁522は、地面10に固定された垂直な支持梁により所定高さ位置に支持されている。   As shown in FIG. 8, the main rod 101 and the molten iron 102 are placed on the rod receiving beams 511 and 512. FIG. 8 is a schematic plan view for explaining the structure on which the hot metal 102 in the embodiment shown in FIG. 5 is placed, and the main iron receiving beam 511 and the hot metal 512 (512-1, 512-2, 512). -3) is installed so as to be fixed to the grid-like horizontal beam 522 so as to disperse the force. The grid-like horizontal beam 522 is supported at a predetermined height position by a vertical support beam fixed to the ground 10.

図9に本発明を適用した効果を示す。   FIG. 9 shows the effect of applying the present invention.

本発明を適用した場合、樋の使用時に、各樋部分に配置された各ばね108のたわみによる合計ばね力が各樋部分を引き戻すのに必要な最大摩擦力Fを超えているので、樋を使用した後、樋の休止時に、主樋101の変移に追従させて溶銑樋102を高炉の炉中心100A方向に移動させることができ、主樋101との接続部103に隙間が形成されないため、追加スタンプ材により補修を行う必要がなく、溶銑樋の移動距離を従来例の場合より格段に抑制できている。しかも、樋の使用時、主樋101との接続部103で溶銑が洩れる漏銑トラブルも防止することができた。   When the present invention is applied, when the scissors are used, the total spring force due to the deflection of each spring 108 disposed on each scissor portion exceeds the maximum frictional force F required to pull back each scissor portion. After use, the hot metal 102 can be moved in the direction of the furnace center 100A of the blast furnace while following the transition of the main iron 101 when the hot metal is stopped, and no gap is formed in the connection portion 103 with the main iron 101. There is no need to repair with the additional stamp material, and the moving distance of the hot metal can be significantly suppressed as compared with the conventional example. Moreover, the leakage trouble that the molten iron leaks at the connecting portion 103 with the main rod 101 can be prevented when using the rod.

一方、従来例の溶銑樋は、ばね受け部材106、106’、地面に固定した受柱107、107’およびばね108を設けていない支持構造で、樋の休止時、主樋101との接続部103に隙間が形成され、この隙間を追加スタンプ材により補修を行ったために、建設時の使用開始後の経過年数と共に溶銑樋の移動距離が増えている。図9中、溶銑樋の移動距離とは、図6-1において、樋枠102Bに取り付けたばね受け部材106の炉体100側への移動距離を、建設時点を0として測った距離である。   On the other hand, the hot metal of the conventional example is a support structure in which the spring receiving members 106 and 106 ′, the receiving columns 107 and 107 ′ fixed to the ground and the spring 108 are not provided, and the connecting portion with the main rod 101 when the rod is suspended. Since a gap is formed in 103 and the gap is repaired with an additional stamp material, the moving distance of the hot metal increases with the number of years since the start of use at the time of construction. In FIG. 9, the moving distance of the hot metal is a distance obtained by measuring the moving distance of the spring receiving member 106 attached to the iron frame 102 </ b> B toward the furnace body 100 in FIG.

また、図7-1は、本発明にかかる溶銑樋の支持構造を示す概略側面図、図7-2は、図7-1に示す溶銑樋の概略縦断面図である。図7-1および図7-2において、206は、樋底に取り付けたばね受け部材、207は、地面に固定した受柱、208は、ばねを示す。これらにより、図6-1に示した支持構造と同様な作用効果を奏することができる。溶銑樋102の樋枠102Bの外側に配置された複数のH形鋼512−1は構造部材で溶銑樋102を支持する役割を持つ。   FIG. 7-1 is a schematic side view showing a hot metal support structure according to the present invention, and FIG. 7-2 is a schematic longitudinal sectional view of the hot metal shown in FIG. 7-1. In FIGS. 7-1 and 7-2, reference numeral 206 denotes a spring receiving member attached to the bottom, 207 denotes a receiving column fixed to the ground, and 208 denotes a spring. As a result, the same effects as the support structure shown in FIG. 6-1 can be achieved. The plurality of H-section steels 512-1 arranged outside the flame frame 102 </ b> B of the hot metal 102 has a role of supporting the hot metal 102 with a structural member.

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. 図1に例示した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 hot metal support structure illustrated in FIG. 図1のX−X断面図である。It is XX sectional drawing of FIG. 図1に例示した溶銑樋に接続して好適な主樋の構造を示す概略図である。It is the schematic which shows the structure of the main iron suitable for connecting with the hot metal illustrated in FIG. 実施例における溶銑樋の支持構造を示す概略平面図である。It is a schematic plan view which shows the support structure of the hot metal in an Example. 図5-1に示した実施例における溶銑樋の支持構造を説明する概略部分説明図である。FIG. 5 is a schematic partial explanatory view for explaining the hot metal support structure in the embodiment shown in FIG. 5-1. 図5-1に示した実施例における溶銑樋の支持構造を説明する他の概略部分説明図である。FIG. 5 is another schematic partial explanatory view for explaining the hot metal support structure in the embodiment shown in FIG. 5-1. 図5-1に示した実施例における溶銑樋の支持構造を説明するその他の概略部分説明図である。FIG. 5 is another schematic partial explanatory view for explaining the hot metal support structure in the embodiment shown in FIG. 5-1. 本発明にかかる溶銑樋の支持構造を示す概略側面図である。It is a schematic side view which shows the support structure of the hot metal concerning this invention. 本発明にかかる溶銑樋の支持構造を示す概略縦断面図である。It is a schematic longitudinal cross-sectional view which shows the support structure of the hot metal concerning this invention. 図5に示した実施例における溶銑樋を載置する構造物を説明する概略平面図である。It is a schematic plan view explaining the structure in which the hot metal in the Example shown in FIG. 5 is mounted. 本発明を適用した効果を示すグラフである。It is a graph which shows the effect to which this invention is applied. 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.

符号の説明Explanation of symbols

1 主樋
2 溶銑樋
1A、2A 樋材
1B、2B 樋枠
3 接続部
4 主樋1の端面
51 樋受け梁
52 水平梁
53 地面に固定された垂直な支持梁
6、6’ ばね受け部材
7、7’ 受柱
8 ばね
9 ころ
10 地面
11、12 溶銑樋の移動方向
1C シャモット煉瓦
1D 赤煉瓦
1E キャスタブル
1F 主樋架構
100 高炉の炉体
100A 炉中心
101 主樋
102 溶銑樋(102−1、102−2、102−3)
102A 樋材
102B 樋枠
103 接続部
104 開口端
α 溶銑樋102−2内の溶銑流れ方向とx軸方向とのなす角度
β 溶銑樋102−3内の溶銑流れ方向とx軸方向とのなす角度
106、106’ばね受け部材
107、107’ 受柱
108 ばね
511 主樋受け梁
512−1、512−2、512−3 溶銑樋受け梁
522 水平梁
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
3A スタンプ材
3B 追加スタンプ材
20 堰き
DESCRIPTION OF SYMBOLS 1 Main rod 2 Hot metal 1A, 2A Iron material 1B, 2B Steel frame 3 Connection part 4 End surface of main rod 1 51 Receiving beam 52 Horizontal beam 53 Vertical support beam 6 and 6 'spring receiving member 7 fixed to the ground , 7 'Receiving column 8 Spring 9 Roller 10 Ground 11, 12 Moving direction of hot metal 1C Chamotte brick 1D Red brick 1E Castable 1F Main frame 100 Blast furnace body 100A Furnace center 101 Main rod 102 Hot metal (102-1, 102-2, 102-3)
102A Hot metal 102B Hot metal frame 103 Connecting portion 104 Open end α Angle formed between the hot metal flow direction in the hot metal 102-2 and the x-axis direction β Angle formed between the hot metal flow direction in the hot metal 102-3 and the x-axis direction 106, 106 'Spring receiving member 107, 107' receiving column 108 Spring 511 Main rod receiving beam 512-1, 512-2, 512-3 Hot metal receiving beam 522 Horizontal beam a, a 'Thermal expansion amount when using rod Crevice formed in the connecting part 3 of the hot metal 2 3A Stamp material 3B Additional stamp material 20 Dam

Claims (2)

高炉の主樋に接続される溶銑樋を支持する溶銑樋の支持構造であって、
前記溶銑樋は溶銑通路を形成された樋材と該樋材を囲う樋枠で樋本体が構成され、前記主樋に接続された状態で地面に固定した構造物上に載置されていると共に、前記溶銑樋の樋枠に取り付けてなるばね受け部材と地面に固定した固定部材との間にばねが配置されて、前記主樋の熱膨張および収縮に追従可能に構成されていることを特徴とする溶銑樋の支持構造。
A hot metal support structure for supporting hot metal connected to the main furnace of the blast furnace,
The hot metal is composed of a hot metal having a hot metal passage and a hot metal frame surrounding the hot metal material, and is placed on a structure fixed to the ground while being connected to the main firewood. A spring is arranged between a spring receiving member attached to the hot metal frame of the hot metal and a fixed member fixed to the ground, and is configured to follow the thermal expansion and contraction of the main iron. Hot metal support structure.
前記溶銑樋と該溶銑樋を載置する構造物との間に複数のころが配置されていることを特徴とする請求項1に記載の溶銑樋の支持構造。   The hot metal support structure according to claim 1, wherein a plurality of rollers are arranged between the hot metal and a structure on which the hot metal is placed.
JP2004045233A 2004-02-20 2004-02-20 Support structure for hot metal flume Pending JP2005232552A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004045233A JP2005232552A (en) 2004-02-20 2004-02-20 Support structure for hot metal flume

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004045233A JP2005232552A (en) 2004-02-20 2004-02-20 Support structure for hot metal flume

Publications (1)

Publication Number Publication Date
JP2005232552A true JP2005232552A (en) 2005-09-02

Family

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Family Applications (1)

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JP2004045233A Pending JP2005232552A (en) 2004-02-20 2004-02-20 Support structure for hot metal flume

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007254832A (en) * 2006-03-24 2007-10-04 Jfe Steel Kk Supporting structure for molten iron trough

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007254832A (en) * 2006-03-24 2007-10-04 Jfe Steel Kk Supporting structure for molten iron trough

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