JP5854000B2 - How to update the coal carriage rail cradle - Google Patents
How to update the coal carriage rail cradle Download PDFInfo
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- JP5854000B2 JP5854000B2 JP2013128027A JP2013128027A JP5854000B2 JP 5854000 B2 JP5854000 B2 JP 5854000B2 JP 2013128027 A JP2013128027 A JP 2013128027A JP 2013128027 A JP2013128027 A JP 2013128027A JP 5854000 B2 JP5854000 B2 JP 5854000B2
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- rail
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- coal
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- 239000003245 coal Substances 0.000 title claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 40
- 239000010959 steel Substances 0.000 claims description 40
- 238000000034 method Methods 0.000 claims description 14
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 12
- 239000000571 coke Substances 0.000 claims description 9
- 238000005304 joining Methods 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 239000003610 charcoal Substances 0.000 description 29
- 239000011449 brick Substances 0.000 description 9
- 239000011440 grout Substances 0.000 description 8
- 230000009467 reduction Effects 0.000 description 8
- 230000000694 effects Effects 0.000 description 7
- 238000009434 installation Methods 0.000 description 7
- 230000008439 repair process Effects 0.000 description 5
- 238000003466 welding Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000007689 inspection Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011819 refractory material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Furnace Housings, Linings, Walls, And Ceilings (AREA)
Description
本発明は、コークス炉の天井部に設置されて装炭車軌条を支持する装炭車軌条受台およびその更新方法に関するものである。 The present invention relates to a charcoal rail cradle that is installed on a ceiling portion of a coke oven and supports a charcoal rail, and a method for updating the same.
コークス炉の天井部には、炉長方向と直交する水平方向に走行する装炭車の軌条(装炭車軌条)とその装炭車軌条を支持する装炭車軌条受台(以下、単に「軌条受台」ともいう)が設置されている。 On the ceiling of the coke oven, there is a rail for a coal car that travels in a horizontal direction orthogonal to the furnace length direction (a charcoal car rail) and a coal car rail cradle that supports the car rail (hereinafter simply referred to as a “rail cradle”). Also called).
図10に、従来の軌条受台を示す。図10に示すように、コークス炉1の天井部2には、装炭車(図示せず)が走行するための軌条(装炭車軌条)13が敷設され、その軌条13は軌条受梁(装炭車軌条受梁)12で支持され、さらに天井部2に埋め込まれた軌条受台(装炭車軌条受台)11で支持されている。 FIG. 10 shows a conventional rail cradle. As shown in FIG. 10, a rail (a charcoal rail) 13 for running a charcoal vehicle (not shown) is laid on the ceiling portion 2 of the coke oven 1, and the rail 13 is a rail receiving beam (a charcoal vehicle). (Rail support beam) 12 and further supported by a rail support (charcoal vehicle rail support) 11 embedded in the ceiling 2.
図11に、従来の軌条受台11への装炭車荷重Wの作用を示す。総重量200〜300トンの装炭車の繰返し走行による装炭車荷重Wの作用によって、軌条受台11下方の天井部2が損傷し、すなわち、天井部2のレンガや目地が損傷・変形して、軌条受台11の沈下、さらに、天井部2の下にある炉壁部4の張出しが生じる。そして、それが進行すると、最終的には天井部2の崩落、炉壁部4の崩壊につながる。 In FIG. 11, the effect | action of the charcoal vehicle load W to the conventional rail stand 11 is shown. The ceiling portion 2 below the rail pedestal 11 is damaged by the action of the loaded vehicle load W due to repeated running of the loaded vehicle with a total weight of 200 to 300 tons, that is, the bricks and joints of the ceiling portion 2 are damaged and deformed, The rail cradle 11 sinks, and the furnace wall 4 under the ceiling 2 is overhanged. And if it progresses, it will eventually lead to collapse of the ceiling part 2 and collapse of the furnace wall part 4.
このような場合には、従来、損傷した天井部のレンガを積替えたり、不定形耐火物を流し込んだりして補修を行っていたが、操業を継続しながらの天井部の補修は極めて困難かつ高難度であり、十分な補修を行うことができなかった。 In such cases, repairs have been made by transposing damaged bricks on the ceiling or pouring indefinite refractories, but repairing the ceiling while continuing operation is extremely difficult and expensive. It was difficult, and we couldn't repair enough.
これに対して、特許文献1では、軌条の継ぎ目と軌条受梁の継ぎ目をそれぞれ溶接して継ぎ目の無い一本の軌条と軌条受梁とし、それらを軌条受台で支持することによって、軌条の継ぎ目に起因する装炭車走行時の衝撃と部分的な超過荷重を解消する方法が開示されている。 On the other hand, in patent document 1, the joint of a rail and the joint of a rail receiving beam is welded, respectively, and it is set as one seamless rail and a rail receiving beam, and these are supported by a rail cradle. A method has been disclosed for eliminating the impact and partial overload when running a charcoal vehicle caused by a seam.
しかしながら、特許文献1に記載の方法の場合、既に、軌条受台下方の天井部のレンガや目地の損傷・変形が生じて、軌条受台が沈下している状態では、継ぎ目の無い一本の軌条と軌条受梁を設置することは困難であり、結局のところ、天井部のレンガの補修や軌条受台の高さ調整などが必要となるため、現実的ではない。 However, in the case of the method described in Patent Document 1, there is already a single piece without a joint in a state where the bricks and joints on the ceiling below the rail cradle are damaged and deformed, and the rail cradle is sinking. It is difficult to install a rail and a rail receiving beam. After all, it is necessary to repair a ceiling brick or adjust the height of the rail receiving base, which is not realistic.
また、特許文献1に記載の方法を用いても、装炭車による衝撃力以外の繰返し荷重が軌条受台に作用することに変わりはなく、装炭車軌条受台が設置されている天井部の損傷(天井部のレンガや目地の損傷・変形)が生じることに対しての抜本的な改善にはつながらない。 Moreover, even if it uses the method of patent document 1, it does not change that a repeated load other than the impact force by a charcoal vehicle acts on a rail cradle, and damage to the ceiling part in which the charcoal vehicle rail cradle is installed. It does not lead to a drastic improvement against the occurrence of (damage / deformation of bricks and joints on the ceiling).
本発明は、上記のような事情に鑑みてなされたものであり、コークス炉において、装炭車軌条受台が設置されている天井部が損傷(天井部のレンガや目地の損傷・変形)していても、その損傷の進行を的確に抑制することができる装炭車軌条受台およびその更新方法を提供することを目的とするものである。 The present invention has been made in view of the circumstances as described above, and in the coke oven, the ceiling portion on which the coal-bearing vehicle rail cradle is installed is damaged (damage or deformation of the bricks or joints in the ceiling portion). However, it is an object of the present invention to provide a coaled vehicle rail cradle that can accurately suppress the progress of the damage and a method for updating the same.
上記課題を解決するために、本発明は以下の特徴を有する。 In order to solve the above problems, the present invention has the following features.
[1]コークス炉の天井部の損傷区間に、既設の装炭車軌条受台を更新して設置された装炭車軌条受台であって、当該装炭車軌条受台の炉長方向長さが前記損傷区間の炉長方向長さよりも長くなるように更新されたことを特徴とする装炭車軌条受台。 [1] A charcoal car rail cradle installed by updating an existing charcoal car rail cradle in a damaged section of a ceiling portion of a coke oven, wherein the length in the furnace length direction of the charcoal car rail cradle is A coal-car rail pedestal that has been updated to be longer than the length of the damaged section in the furnace length direction.
[2]既設の装炭車軌条受台の炉長方向両端部に鋼部材または鋳物を接合することで、炉長方向長さを長くしたことを特徴とする前記[1]に記載の装炭車軌条受台。 [2] The charcoal rail of the above-described [1], wherein the length in the furnace length direction is increased by joining steel members or castings to both ends of the existing charcoal rail rail pedestal in the furnace length direction. Cradle.
[3]既設の装炭車軌条受台を取り除いて、新規製作の装炭車軌条受台に設置し直すことで、炉長方向長さを長くしたことを特徴とする前記[1]に記載の装炭車軌条受台。 [3] The apparatus according to [1], wherein the length in the furnace length direction is lengthened by removing the existing charred car rail cradle and re-installing it on a newly produced charcoal car rail cradle. Charcoal rail cradle.
[4]コークス炉の天井部の損傷区間に設置されている装炭車軌条受台を更新する方法であって、前記装炭車軌条受台の炉長方向長さが前記損傷区間の炉長方向長さよりも長くなるように更新することを特徴とする装炭車軌条受台の更新方法。 [4] A method of renewing a coal-car rail pedestal installed in a damaged section of a ceiling portion of a coke oven, wherein a length in a furnace length direction of the charcoal-car rail cradle is a length in a furnace length direction of the damaged section A method for updating a coal-car rail cradle that is updated so as to be longer than the length.
[5]既設の装炭車軌条受台の炉長方向両端部に鋼部材または鋳物を接合することで、炉長方向長さを長くすることを特徴とする前記[4]に記載の装炭車軌条受台の更新方法。 [5] The charcoal vehicle rail according to [4], wherein the length in the furnace length direction is increased by joining steel members or castings to both ends of the existing charcoal vehicle rail pedestal in the furnace length direction. How to update the cradle.
[6]既設の装炭車軌条受台を取り除いて、新規製作の装炭車軌条受台に設置し直すことで、炉長方向長さを長くすることを特徴とする前記[4]に記載の装炭車軌条受台の更新方法。 [6] The apparatus according to [4], wherein the length in the furnace length direction is lengthened by removing the existing charred car rail cradle and re-installing it on a newly produced charcoal car rail cradle. How to update the charcoal rail cradle.
本発明においては、装炭車軌条受台が設置されている天井部が損傷(天井部のレンガや目地の損傷・変形)している場合でも、その損傷の進行を的確に抑制することができる。 In the present invention, even when the ceiling portion on which the charcoal vehicle rail cradle is installed is damaged (damage / deformation of bricks and joints on the ceiling portion), the progress of the damage can be accurately suppressed.
本発明においては、装炭車軌条受台が設置されている天井部が損傷(天井部のレンガや目地の損傷・変形)した場合、その損傷区間(天井部のレンガや目地が損傷・変形した領域)に、更新した装炭車軌条受台を設置することとし、その際に、更新した装炭車軌条受台の炉長方向長さが、その損傷区間の炉長方向長さよりも長くなるようにしている。これによって、装炭車荷重を炉長方向に分散させて、天井部や炉壁部の応力や変形を緩和することができ、損傷の進行を的確に抑制することができる。 In the present invention, when the ceiling portion where the coal-car rail gauge cradle is installed is damaged (damaged or deformed ceiling bricks or joints), the damaged section (the region where the ceiling bricks or joints are damaged / deformed) ) To install an updated coal-car rail cradle, in which case the length of the renewed coal-car rail cradle in the furnace length direction is longer than the length of the damaged section in the furnace length direction. Yes. Thereby, the load of the charcoal vehicle can be dispersed in the furnace length direction, the stress and deformation of the ceiling part and the furnace wall part can be relaxed, and the progress of damage can be suppressed accurately.
以下に、本発明の実施形態(実施形態1〜5)を述べる。 Embodiments (Embodiments 1 to 5) of the present invention will be described below.
[実施形態1]
図1は本発明の実施形態1を示す図であり、図1(a)は上面図、図1(b)は縦断面図である。
[Embodiment 1]
1A and 1B are diagrams showing Embodiment 1 of the present invention, in which FIG. 1A is a top view and FIG. 1B is a longitudinal sectional view.
図1に示すように、この実施形態1においては、既設の軌条受台11の炉長方向(軌条の長手方向と直行する水平方向)両端部に鋼板22を溶接(溶接部23)により接合して一体化することで、更新した軌条受台21としている。そして、その際に、図2に示すように、更新した軌条受台21の炉長方向長さLが天井部2の損傷区間の炉長方向長さLdよりも長くなるようにしている(L>Ld)。鋼板22の板厚は後述する解析結果より、50mm〜100mmとするのがよい。 As shown in FIG. 1, in this Embodiment 1, the steel plate 22 is joined by welding (welding part 23) to the furnace length direction (horizontal direction orthogonal to the longitudinal direction of a rail) of the existing rail base 11 at both ends. As a result, the updated rail receiving base 21 is obtained. At that time, as shown in FIG. 2, the length L in the furnace length direction of the updated rail cradle 21 is made longer than the length Ld in the furnace length direction of the damaged section of the ceiling 2 (L > Ld). The plate thickness of the steel plate 22 is preferably 50 mm to 100 mm based on the analysis results described later.
なお、既設の軌条受台11の炉長方向両端部に鋼板22を接合して一体化する際には、フリュー点検孔3など既設の設備と干渉する部分は、くり貫きや切り欠きなどにより対処する。軌条受台21の設置位置を所定の位置に調整し、天井部2へ均一な荷重伝達を行うために、軌条受台21の下面部と側面部にグラウト24を充填している。また、天井部2の上面には突起物がないことが望ましいため、軌条受台21の大部分を天井部2への埋め込みとするのがよい。 When steel plates 22 are joined and integrated at both ends of the existing rail cradle 11 in the furnace length direction, parts that interfere with existing equipment such as the flue inspection hole 3 are dealt with by punching or notching. To do. In order to adjust the installation position of the rail cradle 21 to a predetermined position and perform uniform load transmission to the ceiling portion 2, the lower surface portion and the side surface portion of the rail cradle 21 are filled with grout 24. Moreover, since it is desirable that there is no protrusion on the upper surface of the ceiling part 2, most of the rail receiving base 21 is preferably embedded in the ceiling part 2.
[実施形態2]
図3は本発明の実施形態2を示す図である。
[Embodiment 2]
FIG. 3 is a diagram showing Embodiment 2 of the present invention.
図3に示すように、この実施形態2は、基本的には実施形態1と同様であり、既設の軌条受台11の炉長方向両端部に鋼板22を接合して一体化することで、更新した軌条受台21としている。 As shown in FIG. 3, the second embodiment is basically the same as the first embodiment, and by joining and integrating the steel plates 22 at both ends of the existing rail cradle 11 in the furnace length direction, The updated rail receiving base 21 is used.
ただし、この実施形態2では、実施形態1における溶接に代えて、添接板26や形鋼27を用いたボルト接合28により一体化している。 However, in this Embodiment 2, it replaces with the welding in Embodiment 1, and is integrated by the bolt joining 28 using the splicing plate 26 and the shape steel 27. FIG.
[実施形態3]
図4は本発明の実施形態3を示す図である。
[Embodiment 3]
FIG. 4 is a diagram showing Embodiment 3 of the present invention.
図4に示すように、この実施形態3では、基本的には実施形態2と同様であり、既設の軌条受台11の炉長方向両端部に鋼部材32をボルト接合33により一体化することで、更新した軌条受台31としている。 As shown in FIG. 4, the third embodiment is basically the same as the second embodiment, and the steel members 32 are integrated by bolt joints 33 at both ends of the existing rail cradle 11 in the furnace length direction. Thus, the updated rail receiving base 31 is provided.
ただし、この実施形態3では、実施形態2における鋼板(鋼部材)22に代えて、鋼部材32として、縦リブなどで補強したH形鋼などの形鋼、ビルトアップH形鋼などの溶接部材を用いている。なお、鋼部材(H形鋼)32は、50mm〜100mmの板厚の鋼板と同程度以上の断面性能を有するものを用いるのがよい。 However, in this Embodiment 3, it replaces with the steel plate (steel member) 22 in Embodiment 2, and as a steel member 32, shaped steel, such as H-section steel reinforced with a vertical rib, etc., welding members, such as built-up H-section steel Is used. In addition, as the steel member (H-shaped steel) 32, it is preferable to use a member having a cross-sectional performance equal to or higher than that of a steel plate having a thickness of 50 mm to 100 mm.
なお、既設の軌条受台11の炉長方向両端部に鋼部材32を接合して一体化する際には、フリュー点検孔3など既設の設備と干渉する部分は、くり貫きや切り欠きなどにより対処する。軌条受台31の設置位置を所定の位置に調整し、天井部2へ均一な荷重伝達を行うために、軌条受台31の下面部と側面部にグラウト24を充填している。また、天井部2の上面には突起物がないことが望ましいため、軌条受台31の大部分を天井部2への埋め込みとするのがよい。 When the steel member 32 is joined and integrated at both ends of the existing rail cradle 11 in the furnace length direction, portions that interfere with the existing equipment such as the flue inspection hole 3 may be cut or notched. deal with. In order to adjust the installation position of the rail cradle 31 to a predetermined position and perform uniform load transmission to the ceiling portion 2, the lower surface portion and the side surface portion of the rail cradle 31 are filled with grout 24. Moreover, since it is desirable that there is no protrusion on the upper surface of the ceiling part 2, most of the rail receiving base 31 is preferably embedded in the ceiling part 2.
なお、ここでは、鋼部材32をボルト接合33によって一体化しているが、溶接によって一体化してもよい。また、鋼部材32に代えて鋳物を用いてもよい。 Here, the steel member 32 is integrated by the bolt joint 33, but may be integrated by welding. A casting may be used instead of the steel member 32.
[実施形態4]
図5は本発明の実施形態4を示す図である。
[Embodiment 4]
FIG. 5 is a diagram showing Embodiment 4 of the present invention.
図5に示すように、この実施形態4では、既設の装炭車軌条受台11を取り除いて、新規製作の軌条受台41に更新している。そして、その際に、図2に示したと同様に、更新した軌条受台41の炉長方向長さLが天井部2の損傷区間の炉長方向長さLdよりも長くなるようにしている(L>Ld)。なお、軌条受台41に用いる部材は、50mm〜100mmの鋼板と同程度以上の断面性能を有するものを用いるのがよい。 As shown in FIG. 5, in the fourth embodiment, the existing charcoal vehicle rail cradle 11 is removed and updated to a newly manufactured rail cradle 41. At that time, as shown in FIG. 2, the length L of the updated rail cradle 41 in the furnace length direction is set to be longer than the length Ld of the damaged section of the ceiling portion 2 ( L> Ld). In addition, as for the member used for the rail receiving stand 41, it is good to use what has a cross-sectional performance comparable as or more than a 50 mm-100 mm steel plate.
なお、新規製作の軌条受台41を設置する際には、フリュー点検孔3など既設の設備と干渉する部分は、くり貫きや切り欠きなどにより対処する。軌条受台41の設置位置を所定の位置に調整し、天井部2へ均一な荷重伝達を行うために、軌条受台31の下面部と側面部にグラウト24を充填している。また、天井部2の上面には突起物がないことが望ましいため、軌条受台41の大部分を天井部2への埋め込みとするのがよい。 When a newly manufactured rail receiver 41 is installed, a portion that interferes with existing equipment such as the flue inspection hole 3 is dealt with by a cutout or a notch. In order to adjust the installation position of the rail cradle 41 to a predetermined position and perform uniform load transmission to the ceiling portion 2, the lower surface portion and the side surface portion of the rail cradle 31 are filled with grout 24. Moreover, since it is desirable that there is no protrusion on the upper surface of the ceiling portion 2, most of the rail receiving base 41 is preferably embedded in the ceiling portion 2.
[実施形態5]
この実施形態5では、既設の軌条受台11に代えて、上記の実施形態1〜4に示した軌条受台21、31、41を設置する際の手順について、図6を用いて説明する。
[Embodiment 5]
In this Embodiment 5, it replaces with the existing rail receptacle 11, and the procedure at the time of installing the rail receptacles 21, 31, and 41 shown in said Embodiment 1-4 is demonstrated using FIG.
まず、軌条受台21、31を設置する場合について述べる。 First, the case where the rail stands 21 and 31 are installed will be described.
(S1)軌条受梁12を仮受治具51で支持した後、既設の軌条受台11を取り出す。 (S1) After the rail receiving beam 12 is supported by the temporary receiving jig 51, the existing rail receiving base 11 is taken out.
(S2)次に、取り出した既設の軌条受台11の両端部に、鋼部材(鋼板22、H形鋼等31)を接合して一体化することで、更新した軌条受台21、31を得る。 (S2) Next, the steel rails (steel plate 22, H-shaped steel 31 and the like) 31 are joined and integrated to both ends of the taken-out existing rail base 11 to thereby update the rail bases 21 and 31 updated. obtain.
(S3)次に、設置位置の掘削、補修、整正を行い、グラウト24を充填して、更新した軌条受台21、31を所定の設置位置に設置する。 (S3) Next, excavation, repair, and correction of the installation position are performed, the grout 24 is filled, and the updated rail receivers 21 and 31 are installed at predetermined installation positions.
(S4)最後に、グラウト24を養生した後、仮受治具51を撤去して、完了となる。 (S4) Finally, after curing the grout 24, the provisional jig 51 is removed and the process is completed.
次に、軌条受台41を設置する場合について述べる。 Next, the case where the rail receiving base 41 is installed will be described.
(P1)軌条受梁12を仮受治具51で支持した後、既設の軌条受台11を取り除く。 (P1) After the rail receiving beam 12 is supported by the temporary receiving jig 51, the existing rail receiving base 11 is removed.
(P2)次に、新規に軌条受台41を製作する。なお、(P1)、(P2)は逆でもよい。 (P2) Next, the rail receiving base 41 is newly manufactured. Note that (P1) and (P2) may be reversed.
(P3)次に、設置位置の掘削、補修、整正を行い、グラウト24を充填して、新規に製作した軌条受台41を所定の設置位置に設置する。 (P3) Next, excavation, repair, and correction of the installation position are performed, the grout 24 is filled, and the newly manufactured rail receiver 41 is installed at a predetermined installation position.
(P4)最後に、グラウト24を養生した後、仮受治具51を撤去して、完了となる。 (P4) Finally, after curing the grout 24, the provisional jig 51 is removed and the process is completed.
ここでは、まず、本発明において、装炭車荷重Wを炉長方向に分散させ、天井部2や炉壁部4の応力や変形を緩和するメカニズムについて、図7を用いて説明する。なお、図7では、上記の実施形態1における軌条受台21を設置しているが、他の軌条受台31、41でも同様である。 Here, first, in the present invention, a mechanism for dispersing the coal loaded vehicle load W in the furnace length direction and relieving stress and deformation of the ceiling part 2 and the furnace wall part 4 will be described with reference to FIG. In addition, in FIG. 7, although the rail stand 21 in said Embodiment 1 is installed, it is the same also in the other rail bases 31 and 41. FIG.
図7に示すように、軌条受台21においては、既設の軌条受台11の炉長方向両端部に鋼板22を接合して一体化することにより、装炭車荷重Wを受ける軌条受台の受圧面積を増大させることができる。これにより、軌条受台21の下部に作用する応力を炉長方向に分散させ、天井部2や炉壁部4の応力や変形量を小さくすることができる。 As shown in FIG. 7, in the rail cradle 21, the pressure of the rail cradle receiving the loaded coal load W is obtained by joining and integrating the steel plates 22 to both ends of the existing rail cradle 11 in the furnace length direction. The area can be increased. Thereby, the stress which acts on the lower part of the rail receiving base 21 can be disperse | distributed to a furnace length direction, and the stress and deformation amount of the ceiling part 2 and the furnace wall part 4 can be made small.
一般に、繰り返し荷重による損傷は、作用応力や変形量と高い相関があり、作用応力や変形量を小さくすることによって、損傷の進行を抑止、もしくは進行速度を小さくできる。 In general, damage due to repeated loads has a high correlation with the applied stress and the amount of deformation, and by reducing the applied stress and the amount of deformation, the progress of the damage can be suppressed or the progress speed can be reduced.
なお、軌条の長手方向は、装炭車の繰り返し荷重により既に大きく損傷している可能性があり、軌条受台を拡張するのは好ましくない。軌条位置から離れる方向である炉長方向に軌条受台を拡張し、健全部に応力を分散させるのがよい。 It should be noted that the longitudinal direction of the rail may have already been greatly damaged due to repeated loading of the charcoal vehicle, and it is not preferable to extend the rail base. It is preferable to extend the rail cradle in the furnace length direction, which is the direction away from the rail position, and to distribute the stress to the healthy part.
以上のことから、炉長方向に拡張した軌条受台により、天井部2や炉壁部4の応力や変形量を小さくすることができ、既に天井部2や炉壁部4に損傷が生じていても、その損傷の進行を抑止する、もしくは進行速度を小さくすることができる。 From the above, the rail cradle extended in the furnace length direction can reduce the stress and deformation amount of the ceiling part 2 and the furnace wall part 4, and the ceiling part 2 and the furnace wall part 4 have already been damaged. However, the progress of the damage can be suppressed or the progress speed can be reduced.
次に、本発明による効果、および好ましい条件を確認するため、以下のような解析を行った。解析モデルを図8に示す。コークス炉の一部を取り出し、天井部2、炉壁部4、軌条受台21、軌条受台29をソリッド要素でモデル化し、FEM解析を実施した。 Next, in order to confirm the effects and preferred conditions of the present invention, the following analysis was performed. An analysis model is shown in FIG. A part of the coke oven was taken out, and the ceiling part 2, the furnace wall part 4, the rail cradle 21 and the rail cradle 29 were modeled with solid elements, and FEM analysis was performed.
ここで、軌条受台の長さをL、損傷区間の長さをLdとしたときに、図8(a)に示すように、ケース1:L>Ldである軌条受台21の場合と、図8(b)に示すように、ケース2:L<Ldである軌条受台29の場合の2ケースについて、鋼板22の板厚(0〜250mm:ただし、0は鋼板なし)をパラメータとした解析を実施し、軌条受台21および軌条受台29への荷重Wの載荷による炉壁部4の張出し量を比較した。 Here, when the length of the rail cradle is L and the length of the damaged section is Ld, as shown in FIG. 8 (a), case 1: the rail cradle 21 where L> Ld, As shown in FIG. 8B, the thickness of the steel plate 22 (0 to 250 mm: where 0 is no steel plate) was used as a parameter for the case 2 of the rail cradle 29 where L <Ld. Analysis was performed, and the amount of overhang of the furnace wall portion 4 due to the loading of the load W on the rail cradle 21 and the rail cradle 29 was compared.
なお、天井部2の健全部と炉壁部4については、ヤング率7300N/mm2、ポアソン比0.2とした。天井部2の損傷部(損傷区間)については、ヤング係数を健全部の1/500に低減した。軌条受台21、29については、ヤング率207000N/mm2、ポアソン比0.29とした。 In addition, about the healthy part of the ceiling part 2, and the furnace wall part 4, it was set as Young's modulus 7300N / mm < 2 > and Poisson's ratio 0.2. About the damaged part (damaged section) of the ceiling part 2, the Young's modulus was reduced to 1/500 of the healthy part. For the rail supports 21 and 29, the Young's modulus was 207000 N / mm 2 and the Poisson's ratio was 0.29.
張出し量低減係数と鋼板22の板厚との関係を図9に示す。ここで、張出し量低減係数は、従来の軌条受台である、鋼板22のない場合(鋼板板厚=0)の炉壁部4の張出し量を1.0としたときに、ケース1の軌条受台21とケース2の軌条受台29におけるそれぞれの炉壁部4の張出し量の比を示している。 FIG. 9 shows the relationship between the overhang amount reduction coefficient and the plate thickness of the steel plate 22. Here, the overhang amount reduction coefficient is the rail of the case 1 when the overhang amount of the furnace wall portion 4 in the case where there is no steel plate 22 (steel plate thickness = 0), which is a conventional rail base, is 1.0. The ratio of the overhang amount of each furnace wall part 4 in the cradle 21 and the rail cradle 29 of the case 2 is shown.
図9に示すように、ケース2:L<Ldの場合には、鋼板板厚を増加しても張出し量低減係数(低減効果)は0.83(17%減)で頭打ちとなっており、効果が限定的である。よって、軌条受台の炉長方向長さLを、天井部の損傷区間の長さLdより大きくなるようにする(L>Ld)のがよいことが分かる。 As shown in FIG. 9, in case 2: L <Ld, even if the steel plate thickness is increased, the overhang amount reduction coefficient (reduction effect) reaches a peak at 0.83 (17% reduction), The effect is limited. Therefore, it is understood that the length L in the furnace length direction of the rail pedestal should be larger than the length Ld of the damaged section of the ceiling (L> Ld).
そして、ケース1:L>Ldの場合には、鋼板板厚50mmで張出し量低減係数が0.64、鋼板板厚100mmで張出し量低減係数が0.32となっており、鋼板板厚50mm〜100mm程度で炉壁部4の張出し量を従来の約2/3〜1/3に低減できる。ただし、鋼板板厚が100mmを超えると低減効果が頭打ち傾向になることがわかる。よって、鋼板22の板厚は、50mm〜100mmとするのが好ましい。 Case 1: When L> Ld, the steel sheet thickness is 50 mm, the overhang reduction factor is 0.64, the steel sheet thickness is 100 mm, the overhang reduction coefficient is 0.32, and the steel sheet thickness is 50 mm- About 100 mm, the overhang amount of the furnace wall 4 can be reduced to about 2/3 to 1/3 of the conventional one. However, it can be seen that when the steel plate thickness exceeds 100 mm, the reduction effect tends to peak. Therefore, the thickness of the steel plate 22 is preferably 50 mm to 100 mm.
1 コークス炉
2 天井部
3 フリュー点検孔
4 炉壁部
11 軌条受台(装炭車軌条受台)
12 軌条受梁(装炭車軌条受梁)
13 軌条(装炭車軌条)
21 軌条受台(装炭車軌条受台)
22 鋼板
23 溶接部
24 グラウト
26 添接板
27 形鋼
28 ボルト接合
29 軌条受台(装炭車軌条受台)
31 軌条受台(装炭車軌条受台)
32 鋼部材
33 ボルト接合
41 軌条受台(装炭車軌条受台)
51 仮受治具
DESCRIPTION OF SYMBOLS 1 Coke oven 2 Ceiling part 3 Flue inspection hole 4 Furnace wall part 11 Rail cradle (coal-car rail cradle)
12 Rail receiving beam (Coaled car rail receiving beam)
13 rail (coal-car rail)
21 Rail cradle (Coaled car rail cradle)
22 Steel plate 23 Welded part 24 Grout 26 Joint plate 27 Shape steel 28 Bolt joint 29 Rail cradle (coal vehicle rail cradle)
31 Rail cradle (Coaled car rail cradle)
32 Steel members 33 Bolt joints 41 Rail cradle (coal vehicle rail cradle)
51 Temporary receiving jig
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