JP2562400B2 - Construction method of brick wall in hot repair work of coke oven - Google Patents
Construction method of brick wall in hot repair work of coke ovenInfo
- Publication number
- JP2562400B2 JP2562400B2 JP4215700A JP21570092A JP2562400B2 JP 2562400 B2 JP2562400 B2 JP 2562400B2 JP 4215700 A JP4215700 A JP 4215700A JP 21570092 A JP21570092 A JP 21570092A JP 2562400 B2 JP2562400 B2 JP 2562400B2
- Authority
- JP
- Japan
- Prior art keywords
- brick wall
- brick
- wall
- repair
- coke oven
- 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 - Fee Related
Links
Description
【0001】[0001]
【産業上の利用分野】本発明は、製鉄用等に使用される
コークス炉の熱間補修工事において、炭化室等のレンガ
壁を補修する場合の壁の構築方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a wall for repairing a brick wall such as a carbonization chamber in hot repair work of a coke oven used for iron making and the like.
【0002】[0002]
【従来の技術】製鉄用等に使用されるコークス炉のレン
ガ壁は、永年の使用で損傷,亀裂,角欠等が発生する。
従って定期的にこれを点検し、損傷した壁面レンガ部の
全面,あるいは部分補修を行っている。2. Description of the Related Art A brick wall of a coke oven used for steel making or the like is prone to damages, cracks, corner breaks, etc., after many years of use.
Therefore, this is inspected regularly to repair the damaged wall bricks, either in whole or in part.
【0003】これらコークス炉内の特に炭化室壁レンガ
は、隣接する燃焼室より加熱されて常に1000〜12
00℃と高温に曝され、その中に湿炭が装入されて炉内
レンガが急冷されることや、炭化したコークスの押出に
よる摩擦,側圧,乾留中に発生するカーボン付着とその
剥離等,苛酷な条件下で操業を繰り返しているためにレ
ンガの損傷が激しく、これら損傷した壁面レンガ部を熱
間レンガ積替え方法により補修を行っている。In particular, the bricks in the coke chamber wall in these coke ovens are heated by the adjacent combustion chambers and are constantly heated to 1000 to 12
It is exposed to high temperature of 00 ° C, the wet coal is charged into it and the bricks in the furnace are rapidly cooled, the friction due to the extrusion of carbonized coke, the lateral pressure, the adhesion of carbon generated during carbonization and its separation, etc. Since the bricks are severely damaged due to repeated operations under severe conditions, the damaged wall bricks are repaired by the hot brick transshipment method.
【0004】この場合、補修する炭化室に隣接する燃焼
室の温度をあまり低下させると、補修を行わないレンガ
壁に亀裂を生じさせることがあるので、補修に際してレ
ンガ壁及び目地部の熱的変化を最小限にするためにも、
非補修部位のレンガ温度は極力高温に維持して補修工事
を行う必要がある。In this case, if the temperature of the combustion chamber adjacent to the carbonization chamber to be repaired is lowered too much, cracks may occur in the brick wall which is not repaired. Therefore, during repair, thermal changes in the brick wall and joints are caused. To minimize
It is necessary to maintain the brick temperature of the non-repaired part as high as possible for repair work.
【0005】[0005]
【発明が解決しようとする課題】図2(a),(b)は
従来の熱間補修工事におけるレンガ壁の構築方法の一例
を示す図面であり、レンガ壁等広範囲に亘たる区間の補
修を行う場合は、先ず補修するレンガ壁11の始端側の
レンガには接続性を良くするために段部13aを設け、
また非補修部側のレンガ14にも段部13aに組み合う
ように段部15aを設け、それぞれの段部13a,15
aを組み合せて密着させる。FIGS. 2 (a) and 2 (b) are drawings showing an example of a method of constructing a brick wall in a conventional hot repair work, and repairing a section covering a wide range such as a brick wall. When performing, first, a step portion 13a is provided on the brick on the starting end side of the brick wall 11 to be repaired in order to improve connectivity,
Further, the brick 14 on the non-repair part side is also provided with a step part 15a so as to be combined with the step part 13a.
Make a close contact by combining a.
【0006】次いでこの位置を起点としてレンガの構築
を開始し、さらに補修の終端側のレンガにもそれぞれ同
様に段部13b,15bを設け、かつ補修部位レンガ1
1の熱膨張代に相当する隙間16を設ける。Next, the brick construction is started from this position as a starting point, and the bricks on the terminal side of the repair are similarly provided with step portions 13b and 15b, respectively, and the repair site brick 1
A gap 16 corresponding to the thermal expansion margin of 1 is provided.
【0007】このように構成して炉体を所定温度まで昇
温膨張させた場合には、補修部側のレンガ11は始端側
のレンガを起点として膨張し隙間16を埋め、終端部レ
ンガの段部13b,15bが密着してレンガ壁の気密が
保たれる。When the furnace body is heated and expanded to a predetermined temperature with the above construction, the brick 11 on the repair side expands starting from the brick on the start end side to fill the gap 16 and the step of the brick on the end side. The parts 13b and 15b are in close contact with each other, and the airtightness of the brick wall is maintained.
【0008】ところでレンガ壁の熱間補修工事におい
て、補修区間が比較的小規模の場合や、補修炉壁の端部
が開放されている場合は問題はないが、補修区間が広範
囲におよぶ場合はレンガの膨張代も大きくなり、この膨
張代に見合う終端側の隙間16を大きくとる必要があ
る。By the way, in the hot repair work of the brick wall, there is no problem when the repair section is relatively small or when the end of the repair furnace wall is open, but when the repair section extends over a wide range. The expansion margin of the brick also becomes large, and it is necessary to make a large gap 16 on the terminal side corresponding to this expansion margin.
【0009】この場合図2(b)に示すように終端側に
おいて新・旧レンガの重なり部が無くなり、構築したレ
ンガ壁11が不安定となって昇温膨張させた場合に壁が
倒れ込むという問題が生ずる。In this case, as shown in FIG. 2B, there is no overlap between the new and old bricks on the terminal side, and the constructed brick wall 11 becomes unstable, and the wall collapses when it is expanded by heating. Occurs.
【0010】また膨張代が大きいために、膨張に際して
始端側のレンガに大きな反力が作用し、膨張時に壁面に
歪みが生じたり、また終端側のレンガの密着が不完全に
なるという不具合が生ずる。Further, since the expansion allowance is large, a large reaction force acts on the bricks on the starting end side during expansion, which causes distortion on the wall surface during expansion, and incomplete adhesion of the bricks on the terminal end side. .
【0011】本発明は上記問題点を解決し、コークス炉
の熱間補修工事において施工を容易とし、安定してレン
ガ壁を昇温膨張させるレンガ壁の構築方法を提供する。The present invention solves the above problems and provides a method for constructing a brick wall which facilitates construction in hot repair work of a coke oven and stably heats and expands the brick wall.
【0012】[0012]
【課題を解決するための手段】本発明は、コークス炉の
損傷したレンガ壁を熱間補修する際のレンガ壁の構築方
法において、構築補修するレンガ壁区画のほぼ中央付近
を起点としてそれぞれ左右にレンガ壁の構築を進め、そ
れぞれ終端側のレンガは、非補修部側のレンガに設けた
段部に組み合うように段部を設けて双方の段部を組み合
わせ、かつ非補修部側のレンガとの間に構築したレンガ
壁の熱膨張代に相当する長さの2分の1の隙間を設けて
設置し、しかるのち昇温して構築したレンガ壁を左右両
方向に膨張させ、非補修部レンガ壁との接続面を密着さ
せることを特徴とするコークス炉の熱間補修工事におけ
るレンガ壁の構築方法である。The present invention relates to a method of constructing a brick wall for hot repairing a damaged brick wall of a coke oven, in which a brick wall section to be constructed and repaired is left and right in the vicinity of the center thereof. Proceed with the construction of the brick wall, the bricks on the terminal side each have a step so that they can be combined with the step provided on the brick on the non-repair side, and combine both steps, and the brick on the non-repair side It is installed with a gap of half of the length corresponding to the thermal expansion margin of the brick wall constructed in between, and then the temperature of the brick wall is raised to expand in both left and right directions, and the non-repair part brick wall It is a method of constructing a brick wall in a hot repair work of a coke oven, which is characterized in that the connection surface with the is closely contacted.
【0013】[0013]
【作用】本発明は、損傷したレンガ壁を熱間補修により
部分的に再構築するに際して、従来は一方向にのみ構築
を進めていた方法を、構築補修するレンガ壁区画のほぼ
中央付近を起点として、それぞれ左右両方向にレンガ壁
の構築を進めることを特徴としている。In the present invention, when partially rebuilding a damaged brick wall by hot repair, the conventional method was to proceed with the building in only one direction, starting from the vicinity of the center of the brick wall section to be built and repaired. As a feature, the construction of brick walls is promoted in both left and right directions.
【0014】本発明によれば、終端側に設ける膨張代
は、一方向の構築の場合に比べて2分の1となるので、
構築の終端側にて非補修部と構築したレンガ壁との重な
り部を大きく取ることができ、構築した壁が倒れ込むこ
となく、正確かつ安定したレンガ壁が構築できる。また
このように構築することにより、構築時間の短縮を図る
ことができる。According to the present invention, the expansion allowance provided on the terminal side is half that in the case of one-way construction.
A large overlapping portion between the non-repaired portion and the constructed brick wall can be taken on the terminal side of the construction, and the constructed wall can be constructed accurately and stably without falling down. Further, by constructing in this way, the construction time can be shortened.
【0015】さらには昇温時の熱膨張代を構築の両終端
側に設け、レンガ壁を左右両方向に膨張させることによ
り、構築したレンガ壁自身や非補修部の壁に異常な反力
が作用することなく円滑に膨張し、非補修部レンガ壁に
対しても左右均等な力で接触して完全に密着する。Further, by providing a thermal expansion margin at the time of temperature rise on both ends of the construction and expanding the brick wall in both left and right directions, an abnormal reaction force acts on the constructed brick wall itself and the wall of the non-repair part. It expands smoothly without doing so, and even with the brick wall of the non-repaired part, it comes into contact with the left-right uniform force and completely adheres.
【0016】[0016]
【実施例】以下本発明の実施例を図面に基づき詳細に説
明する。Embodiments of the present invention will now be described in detail with reference to the drawings.
【0017】図1はコークス炉の熱間補修工事における
レンガ壁構築方法の一例を示す図面であり、図1(a)
は炭化室壁の正面図,図1(b)は接続部の詳細を示す
水平断面図である。FIG. 1 is a drawing showing an example of a brick wall construction method in the hot repair work of a coke oven, and FIG.
Is a front view of the carbonization chamber wall, and FIG. 1 (b) is a horizontal sectional view showing details of the connecting portion.
【0018】構築補修するレンガ壁1は、補修区画のほ
ぼ中央付近を起点2としてそれぞれ左右両方向にレンガ
壁の構築を進める。As for the brick wall 1 to be constructed and repaired, the brick wall 1 is constructed in both left and right directions with the starting point 2 being near the center of the repair section.
【0019】左右それぞれの終端側のレンガは、接続性
を良くするために段部3を設け、また非補修部側のレン
ガ4にも、段部3に組み合うように段部5を設けて双方
の段部3,5を組み合せ、かつ非補修部側のレンガ4と
の間に、構築したレンガ壁1の熱膨張代に相当する長さ
の2分の1に相当する隙間6を設けて設置する。The bricks on the left and right ends are provided with a step 3 for improving the connectivity, and the brick 4 on the non-repair side is also provided with a step 5 so as to be combined with the step 3. The step portions 3 and 5 of No. 3 are combined and provided with a gap 6 corresponding to one half of the length corresponding to the thermal expansion margin of the constructed brick wall 1 between the step portion 3 and the brick 4 on the non-repair side. To do.
【0020】引き続き構築したレンガ壁1を所定温度ま
で昇温してレンガ壁1を左右両方向に膨張させ、隙間6
を埋め、両レンガ壁の段部の接続面を完全に密着させ
る。なお密着させた目地部には、適宜不定形炉材を吹き
付け、また目地部に開先を設けてこの開先部に不定形炉
材を充填し、双方のレンガを密に接続する。Subsequently, the brick wall 1 thus constructed is heated to a predetermined temperature to expand the brick wall 1 in both left and right directions to form a gap 6
And completely connect the connecting surfaces of the steps of both brick walls. In addition, an irregular shaped furnace material is appropriately sprayed to the joint portion which is brought into close contact, a groove is provided at the joint portion, and the irregular shaped furnace material is filled in the joint portion, so that both bricks are tightly connected.
【0021】[0021]
【発明の効果】以上説明したように本発明は、補修区画
のほぼ中央付近を起点としてそれぞれ左右両方向にレン
ガ壁の構築を進めるようにしているので、終端側に設け
る膨張代は、一方向の構築の場合に比べて2分の1でよ
いので、非補修部と構築したレンガ壁との重なり部を大
きく取ることができ、構築に際して壁が倒れ込むことな
く、正確かつ安定したレンガ壁が構築できる。As described above, according to the present invention, since the brick wall is constructed in both left and right directions starting from the vicinity of the center of the repair section, the expansion allowance provided on the terminal side is unidirectional. Since it is only half as compared with the case of construction, it is possible to take a large overlap between the non-repaired part and the constructed brick wall, and it is possible to construct an accurate and stable brick wall without the wall falling over during construction. .
【0022】さらにはレンガ壁を左右両方向に均等に膨
張させることにより、構築したレンガ壁自身や非補修部
の壁に異常な反力が作用することなく円滑に膨張し、非
補修部レンガ壁に対しても左右均等な力で接触して完全
に密着する。Further, by expanding the brick wall evenly in both the left and right directions, the brick wall itself and the wall of the non-repaired part expand smoothly without any abnormal reaction force acting on the brick wall and the non-repaired part of the brick wall. Even with respect to each other, they contact with equal force on the left and right sides and completely adhere.
【0023】またこのように構築することにより、構築
時間の短縮を図ることができ、特に補修区間が大きい場
合は有利である。Further, by constructing in this way, the construction time can be shortened, which is advantageous especially when the repair section is large.
【図1】コークス炉の熱間補修工事におけるレンガ壁構
築方法の一例を示す図面であり、図1(a)は炭化室壁
の正面図,図1(b)は接続部の詳細を示す水平断面図
である。FIG. 1 is a drawing showing an example of a brick wall construction method in hot repair work of a coke oven, FIG. 1 (a) is a front view of a carbonization chamber wall, and FIG. 1 (b) is a horizontal view showing details of a connecting portion. FIG.
【図2】従来のコークス炉の熱間補修工事におけるレン
ガ壁構築方法の一例を示す図面であり、図2(a)は炭
化室壁の正面図,図2(b)は接続部の詳細を示す水平
断面図である。FIG. 2 is a drawing showing an example of a brick wall construction method in a hot repair work of a conventional coke oven, FIG. 2 (a) is a front view of a carbonization chamber wall, and FIG. 2 (b) is a detailed view of a connecting portion. It is a horizontal sectional view shown.
1,11 補修部側のレンガ壁 2 構築の起点 3,5, 段部 4,14 非補修部側のレンガ壁 6,16 隙間 13a,13b 段部 15a,15b 段部 1,11 Brick wall on the repair side 2 Start point of construction 3,5 Steps 4,14 Brick wall on the non-repair side 6,16 Gap 13a, 13b Step 15a, 15b Step
───────────────────────────────────────────────────── フロントページの続き (72)発明者 岡西 和也 兵庫県姫路市広畑区富士町1 新日本製 鐵株式会社広畑製鐵所内 (56)参考文献 特開 昭53−134001(JP,A) 実開 昭56−138854(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Kazuya Okani 1 Fujimachi, Hirohata-ku, Himeji-shi, Hyogo Nippon Steel Corporation Hirohata Works (56) Reference JP-A-53-134001 (JP, A) Actual development Sho 56-138854 (JP, U)
Claims (1)
修する際のレンガ壁の構築方法において、構築補修する
レンガ壁区画のほぼ中央付近を起点としてそれぞれ左右
にレンガ壁の構築を進め、それぞれ終端側のレンガは、
非補修部側のレンガに設けた段部に組み合うように段部
を設けて双方の段部を組み合わせ、かつ非補修部側のレ
ンガとの間に構築したレンガ壁の熱膨張代に相当する長
さの2分の1の隙間を設けて設置し、しかるのち昇温し
て構築したレンガ壁を左右両方向に膨張させ、非補修部
レンガ壁との接続面を密着させることを特徴とするコー
クス炉の熱間補修工事におけるレンガ壁の構築方法。1. A method of constructing a brick wall for hot repairing a damaged brick wall of a coke oven, wherein the brick wall is constructed to the left and right, starting from approximately the center of the brick wall section to be constructed and repaired. The brick on the end side is
A length equivalent to the thermal expansion allowance of the brick wall built between the brick on the non-repair side and the step on the brick on the non-repair side The coke oven is characterized in that it is installed with a gap of ½ of the space, and then the brick wall constructed by heating is expanded in both the left and right directions, and the connection surface with the non-repaired part brick wall is brought into close contact. Method of building brick wall in hot repair work in Japan.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4215700A JP2562400B2 (en) | 1992-07-22 | 1992-07-22 | Construction method of brick wall in hot repair work of coke oven |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4215700A JP2562400B2 (en) | 1992-07-22 | 1992-07-22 | Construction method of brick wall in hot repair work of coke oven |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0641540A JPH0641540A (en) | 1994-02-15 |
JP2562400B2 true JP2562400B2 (en) | 1996-12-11 |
Family
ID=16676716
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4215700A Expired - Fee Related JP2562400B2 (en) | 1992-07-22 | 1992-07-22 | Construction method of brick wall in hot repair work of coke oven |
Country Status (1)
Country | Link |
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JP (1) | JP2562400B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5145714B2 (en) * | 2007-01-12 | 2013-02-20 | Jfeスチール株式会社 | Coke oven repair method |
JP5365040B2 (en) * | 2008-03-25 | 2013-12-11 | Jfeスチール株式会社 | Coke oven repair method |
-
1992
- 1992-07-22 JP JP4215700A patent/JP2562400B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0641540A (en) | 1994-02-15 |
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