JPH0449162Y2 - - Google Patents
Info
- Publication number
- JPH0449162Y2 JPH0449162Y2 JP5082385U JP5082385U JPH0449162Y2 JP H0449162 Y2 JPH0449162 Y2 JP H0449162Y2 JP 5082385 U JP5082385 U JP 5082385U JP 5082385 U JP5082385 U JP 5082385U JP H0449162 Y2 JPH0449162 Y2 JP H0449162Y2
- Authority
- JP
- Japan
- Prior art keywords
- brick
- pillar
- bricks
- partition wall
- slopping
- 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
Links
- 239000011449 brick Substances 0.000 claims description 101
- 230000007423 decrease Effects 0.000 claims description 5
- 238000005192 partition Methods 0.000 description 19
- 238000010586 diagram Methods 0.000 description 8
- 239000000571 coke Substances 0.000 description 6
- 238000005336 cracking Methods 0.000 description 4
- 239000007789 gas Substances 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008646 thermal stress Effects 0.000 description 1
- 239000002918 waste heat Substances 0.000 description 1
Landscapes
- Coke Industry (AREA)
- Furnace Housings, Linings, Walls, And Ceilings (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、コークス乾式消火炉のスロツピング
フリユー隔壁構築用のスロツピングフリユー柱レ
ンガに関するものである。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a slopping-free column brick for constructing a sloping-free bulkhead of a coke dry fire extinguishing furnace.
(従来の技術)
コークス乾式消火設備(CDQ)においては、
その消火炉は、第5図に示す様に、炉体1の上方
にプレチヤンバー2を有せしめると共に、下方か
ら吹き上げられた400〜800℃の消火用ガスは、炉
体1の中央周壁に設けられた多数のスロツピング
フリユー3を送通して、リングダクト4に送ら
れ、排気ガスはそのリングダクト4を介して廃熱
ボイラー(図示せず)へと送られる。ところでこ
のような炉体は、一般にレンガによつて構築され
るものであるが、特に炉体中央周壁におけるスロ
ツピングフリユー3,3間の隔壁5は、第6図に
示す様に、直胴部レンガ6上に、スロツピングフ
リユー柱レンガを積み上げて構築する。なおその
隔壁5上には、リングダクト部内筒レンガを積み
上げてダクト内筒壁7を構築しており、隔壁5は
その壁7の荷重を受ける。(Conventional technology) In coke dry fire extinguishing equipment (CDQ),
As shown in Fig. 5, the fire extinguishing furnace has a prechamber 2 above the furnace body 1, and a fire extinguishing gas of 400 to 800°C blown up from below is provided on the central peripheral wall of the furnace body 1. The exhaust gas is sent to a ring duct 4 through a large number of slopping fuels 3, and the exhaust gas is sent to a waste heat boiler (not shown) through the ring duct 4. By the way, such a furnace body is generally constructed of bricks, and in particular, the partition wall 5 between the slopping fries 3, 3 on the central peripheral wall of the furnace body is straight, as shown in FIG. The structure is constructed by piling up the slopping free column bricks on the body brick 6. Note that on the partition wall 5, a duct inner cylinder wall 7 is constructed by stacking ring duct inner cylinder bricks, and the partition wall 5 receives the load of the wall 7.
第7図は上記隔壁5の構築に使用する従来の柱
レンガ8を示したもので、レンガ上面及び下面に
レンガ長手方向と交又して溝9及び突起10を設
けてなる。上記隔壁5の構築は第8図に示す如く
上、下の柱レンガ8の突起10と溝9とが係合し
た状態で積み上げて行なわれる。即ち柱レンガ8
の炉芯方向の移動を突起、溝の係合で防止してい
る。尚、最下段の炉芯方向端柱レンガは、第6図
に示すフリユー底レンガ13で炉周方向の移動を
拘束している。又第8図に示す如く隔壁5の最下
段の柱レンガには、その下面に突起を設けておら
ず、又隔壁5の最上段の炉芯方向端柱レンガに
は、その上面に溝を設けていない。尚第7図中、
11及び12は柱レンガ8の長手方向先端面及び
後端面である。上記の如く柱レンガ8を用いてフ
リユー3,3間の隔壁5を構築したコークス乾式
消火炉においてはフリユーを通風する消火用ガス
が400〜800℃の範囲で変化し、隔壁5の柱レンガ
8が、その熱応力を受けて、特に炉芯方向端、中
央部の柱レンガ8は、その突起10及び又は溝9
を起点として、レンガ長手方向と交又する方向
に、クラツクが発生したり割れが発生する。そし
て炉内赤熱コークスは、第6図のフリユー開口上
端14から所定の安息角でフリユー3内に侵入し
ており炉内赤熱コークスの円周方向の不均一降下
によりクラツク発生柱レンガ及び又は炉芯方向端
部に割れ発生した柱レンガの割れ部分に、水平方
向の力が作用しクラツクが成長したり割れ部分の
抜け落ちが発生する。割れ部分が抜け落ちるとそ
の柱レンガの直上、直下の柱レンガのクラツク、
割れ、抜け落ちの発生を助長して、ついには柱レ
ンガ上方のレンガ積みの脱落に至つてしまう恐れ
がある。 FIG. 7 shows a conventional pillar brick 8 used for constructing the partition wall 5, which is provided with grooves 9 and projections 10 on the upper and lower surfaces of the brick, intersecting with the longitudinal direction of the brick. The construction of the partition wall 5 is carried out by stacking the upper and lower pillar bricks 8 with their protrusions 10 and grooves 9 engaged with each other, as shown in FIG. That is, pillar brick 8
movement in the direction of the furnace core is prevented by engagement of protrusions and grooves. The movement of the lowermost furnace core direction end column bricks in the furnace circumferential direction is restrained by the friue bottom bricks 13 shown in FIG. Further, as shown in Fig. 8, the pillar bricks at the lowest stage of the partition wall 5 are not provided with protrusions on their lower surfaces, and the pillar bricks at the uppermost stage in the direction of the furnace core are provided with grooves on their upper surfaces. Not yet. In addition, in Figure 7,
Reference numerals 11 and 12 are the front end and rear end surfaces of the pillar bricks 8 in the longitudinal direction. In a coke dry fire extinguishing furnace in which the partition wall 5 between the friues 3 and 3 is constructed using the pillar bricks 8 as described above, the extinguishing gas that circulates through the fries changes in the range of 400 to 800°C, and the pillar bricks 8 of the partition wall 5 However, due to the thermal stress, the pillar bricks 8 in the central part, especially at the ends in the direction of the furnace core, are damaged by their protrusions 10 and/or grooves 9.
Starting from this point, cracks or cracks occur in the direction perpendicular to the longitudinal direction of the brick. The red hot coke in the furnace enters the friue 3 at a predetermined angle of repose from the upper end 14 of the frie opening shown in FIG. A horizontal force acts on the cracked part of the pillar brick that has cracked at the directional end, causing the crack to grow and the cracked part to fall off. When the cracked part falls off, the pillar bricks directly above and below that pillar brick will crack.
This may encourage cracking and falling off, and eventually lead to the brickwork above the column bricks falling off.
(考案が解決しようとする問題点)
本考案は、上記割れ発生を防止すると共に割れ
ても割れ部分の抜け落ちを有効に防止できるコー
クス乾式消火炉のスロツピングフリユー隔壁構築
用のスロツピングフリユー柱レンガを提供するも
のである。(Problems to be Solved by the Invention) The present invention provides a slotting system for constructing a slopping-free bulkhead for a coke dry fire extinguishing furnace, which prevents the above-mentioned cracking and effectively prevents the cracked part from falling out even if cracked. It provides Furyu Pillar Bricks.
(問題点を解決するための手段)
本考案の要旨はレンガの上面に、レンガの一方
の側面に沿つて上面突起を設けると共にレンガの
下面にレンガの他方の側面に沿つて下面突起を設
け、上面突起の内側側面とレンガの他方の側面と
の距離がレンガ長手方向先端面に向つて漸減する
と共に下面突起の内側側面とレンガの一方の側面
との距離がレンガ長手方向に向つて漸増するよう
にしたことを特徴とするスロツピングフリユー柱
レンガにある。(Means for solving the problem) The gist of the present invention is to provide an upper surface protrusion on the upper surface of the brick along one side of the brick, and provide a lower surface projection on the lower surface of the brick along the other side of the brick, The distance between the inner side surface of the upper surface protrusion and the other side surface of the brick gradually decreases toward the end surface in the longitudinal direction of the brick, and the distance between the inner side surface of the lower surface protrusion and one side surface of the brick gradually increases toward the longitudinal direction of the brick. It features a sloping brick pillar.
以下本考案の一実施例を図面に基づき詳細に説
明する。 An embodiment of the present invention will be described in detail below with reference to the drawings.
第1図イ,ロは、本考案のスロツピングフリユ
ー柱レンガ15R,15Lの斜視図を示したもの
であり、レンガの上面にレンガの一方の側面16
に沿つて上面突起17を設けると共にレンガ下面
に、レンガの他方の側面18に沿つて下面突起1
9を設け、上面突起17の内側側面20とレンガ
の他方の側面18との距離hが、レンガ長手方向
先端面21に向つて漸減すると共に、下面突起1
9の内側側面22とレンガの一方の側面16との
距離gがレンガ長手方向先端面21に向つて漸増
する柱レンガである。23は、レンガ長手方向後
端面である。 Figures 1A and 1B are perspective views of the slopping free pillar bricks 15R and 15L of the present invention, with one side 16 of the brick on the top surface of the brick.
An upper surface projection 17 is provided along the lower surface of the brick, and a lower surface projection 1 is provided along the other side surface 18 of the brick.
9 is provided, and the distance h between the inner side surface 20 of the upper surface protrusion 17 and the other side surface 18 of the brick gradually decreases toward the longitudinal end surface 21 of the brick, and the lower surface protrusion 1
The pillar brick is such that the distance g between the inner side surface 22 of the brick 9 and one side surface 16 of the brick gradually increases toward the tip end surface 21 in the longitudinal direction of the brick. 23 is the rear end surface of the brick in the longitudinal direction.
第2図は第1図ロのスロツピングフリユー柱レ
ンガ15Rの側面18に対して左右対称な柱レン
ガ15R′、第1図イの柱レンガ15Lの側面1
8に対して左右対称な柱レンガ15L′、及び第1
図の柱レンガ15R,15Lの計4個の柱レンガ
を組み合せたスロツピングフリユー柱レンガユニ
ツト(以下柱レンガユニツトという)24を示し
たものである。即ち、柱レンガ15L(15L′)
と15R(15R′)の側面18,18を接触させ
る。レンガ15L,15R(15L′,15R′)の
組み合せレンガには、その上面及び下面に長手方
向後端面から先端面に向つて巾が漸減する溝25
及び突起26が形成されレンガ15L,15Rの
組み合せレンガの下面突起26を、レンガ15
L′,15R′の組み合せレンガの上面溝25にはま
りあつて、柱レンガユニツト24を構成する。 Figure 2 shows a column brick 15R' that is symmetrical with respect to the side surface 18 of the slopping free column brick 15R in Figure 1B, and a side surface 1 of the column brick 15L in Figure 1A.
Pillar brick 15L' which is symmetrical with respect to 8, and the first
This figure shows a slopping free column brick unit (hereinafter referred to as a column brick unit) 24 which is a combination of a total of four column bricks, ie, column bricks 15R and 15L shown in the figure. That is, pillar brick 15L (15L')
and the side surfaces 18, 18 of 15R (15R') are brought into contact with each other. The combination of bricks 15L and 15R (15L', 15R') has grooves 25 on the top and bottom surfaces of which the width gradually decreases from the rear end face to the front end face in the longitudinal direction.
The lower surface protrusion 26 of the combination brick of the bricks 15L and 15R is formed with the protrusion 26.
The combined bricks L' and 15R' are fitted into the upper surface grooves 25 to form a pillar brick unit 24.
この柱レンガユニツト24において、例えばレ
ンガ15L′,15R′を固定すれば、レンガ15
L,15Rは、レンガ長手方向の先端面方向(炉
芯方向)は突起で楔結合しているため移動せず、
更に側面に垂直な方向(炉周方向)にも移動せず
抜け落ちが防止される。これは例えばレンガ15
L,15Rの長手方向中央部に、レンガ長手方向
と交又する方向に割れてもその割れ部分について
も同様に抜け落ちが防止されるものである。 For example, if bricks 15L' and 15R' are fixed in this pillar brick unit 24, the brick 15
L and 15R do not move because they are wedge-connected with protrusions in the longitudinal direction of the brick (in the direction of the furnace core).
Furthermore, it does not move in the direction perpendicular to the side surface (circumferential direction), thereby preventing it from falling off. This is for example brick 15
Even if the bricks are cracked in the longitudinal center portions of L and 15R in a direction perpendicular to the longitudinal direction of the brick, the cracked portions are also prevented from falling off.
上記柱レンガユニツト24の大きさ(体積)
は、第8図に示す隔壁5の炉芯方向端中央部に用
いる第7図に示す従来の柱レンガとほぼ等しく又
同一の隔壁の位置に使用する柱レンガユニツト2
4は、第4図に示す本出願人が別途提案するスロ
ツピングフリユー柱レンガ27と、その形状、寸
法が同じである。柱レンガ27はその上面及び下
面にレンガ後端面から先端面に向つて巾が漸減す
る溝25及び突起26を形成してなるものであ
る。 Size (volume) of the pillar brick unit 24
is a pillar brick unit 2 used at the same partition wall position as the conventional pillar brick shown in FIG. 7 used at the center of the end of the partition wall 5 shown in FIG.
4 has the same shape and dimensions as the slopping free pillar brick 27 shown in FIG. 4 and proposed separately by the present applicant. The pillar brick 27 has grooves 25 and protrusions 26 formed on its upper and lower surfaces, the width of which gradually decreases from the rear end face to the front end face of the brick.
(実施例)
第3図に示す様に、隔壁5の炉芯方向端部は第
2図に示す柱レンガユニツト24を9段積みし、
炉芯方向端部を除く隔壁5部は第4図に示す柱レ
ンガ27を9段に積み上げて構築した。尚、隔壁
5の最下段の柱レンガについては従来と同様に隔
壁5の最下段の柱レンガユニツト24の下部柱レ
ンガ下面には突起を設けていない。又最下段の柱
レンガ下面にも突起を設けていない。As shown in FIG. 3, the end of the partition wall 5 in the direction of the furnace core is made of nine piles of pillar brick units 24 shown in FIG. 2.
The partition wall 5, excluding the end portion in the direction of the furnace core, was constructed by stacking nine levels of pillar bricks 27 as shown in Fig. 4. As with the conventional method, the pillar brick in the lowest level of the partition wall 5 has no protrusions on the lower surface of the lower pillar brick of the lowest level pillar brick unit 24 of the partition wall 5. Also, no protrusions are provided on the lower surface of the pillar brick in the lowest level.
本隔壁5は、稼動1年後の年修時、柱レンガの
割れ抜け落ちは全く認められなかつた。一方第7
図に示す柱レンガ8を用いて構築した、第8図の
隔壁5には、稼動1年後の年修時に、隔壁5の中
央部炉芯端部の柱レンガの割れ抜け落ちが多数認
められた。 During the annual maintenance of bulkhead 5 one year after its operation, no cracking or falling off of the column bricks was observed. On the other hand, the seventh
In the partition wall 5 shown in Fig. 8, which was constructed using the pillar bricks 8 shown in the figure, during annual maintenance one year after operation, many cracks and falling-off of the pillar bricks at the end of the hearth in the center of the partition wall 5 were observed. .
(考案の効果)
以上詳述した様に、本考案のスロツピングフリ
ユー柱レンガによれば構築されたスロツピングフ
リユー隔壁における割れ抜け落ちを有効に防止で
き消火炉の年修時における補修費を大巾に軽減で
きる。(Effects of the invention) As detailed above, the slopping-free column brick of the present invention can effectively prevent cracking and falling off in the constructed sloping-free bulkhead, and can be used to repair fire furnaces during annual repairs. Costs can be reduced significantly.
第1図イ,ロは本考案のスロツピングフリユー
柱レンガの一実施例説明図、第2図はスロツピン
グフリユー柱レンガユニツトの説明図、第3図は
本考案の柱レンガを用いて構築したスロツピング
フリユー隔壁例の説明図、第4図は第3図の隔壁
構築時に併用した柱レンガの説明図である。第5
図は、コークス炉乾式消火炉の説明図、第6図は
消火炉の中央周壁部の拡大図、第7図は従来のス
ロツピングフリユー柱レンガの説明図、第8図は
従来の柱レンガを使用して構築したフリユー隔壁
の説明図である。
1……炉体、2……プレチヤンバー、3……ス
ロツピングフリユー、4……リングダクト、5…
…隔壁、6……直胴部レンガ、7……ダクト内筒
壁、8,15R,15L,15R′,15L′,27
……柱レンガ、9,25……溝、10,26……
突起、11,21……先端面、12,23……後
端面、13……フリユー底レンガ、14……フリ
ユー開口上端、16,18……側面、17……上
面突起、19……下面突起、20,22……内側
側面、24……柱レンガユニツト。
Figures 1A and 2B are explanatory diagrams of one embodiment of the slopping-free column brick of the present invention, Figure 2 is an explanatory diagram of the slopping-free column brick unit, and Figure 3 is an illustration of the column brick of the present invention. FIG. 4 is an explanatory diagram of an example of a slopping-free partition wall constructed using the method, and FIG. 4 is an explanatory diagram of pillar bricks used together with the construction of the partition wall in FIG. Fifth
The figure is an explanatory diagram of a coke oven dry fire extinguishing furnace, Figure 6 is an enlarged view of the central peripheral wall of the fire extinguishing furnace, Figure 7 is an explanatory diagram of a conventional slopping free pillar brick, and Figure 8 is an explanatory diagram of a conventional pillar brick. FIG. 2 is an explanatory diagram of a frieux bulkhead constructed using bricks. 1...furnace body, 2...prechamber, 3...slopping flue, 4...ring duct, 5...
... Partition wall, 6 ... Straight body brick, 7 ... Duct inner cylinder wall, 8, 15R, 15L, 15R', 15L', 27
...Pillar brick, 9,25...Groove, 10,26...
Protrusion, 11, 21... Tip surface, 12, 23... Rear end surface, 13... Friyu bottom brick, 14... Friyu opening upper end, 16, 18... Side surface, 17... Upper surface projection, 19... Lower surface projection. , 20, 22...inner side surface, 24...column brick unit.
Claims (1)
上面突起を設けると共にレンガの下面にレンガの
他方の側面に沿つて下面突起を設け、上面突起の
内側側面とレンガの他方の側面との距離がレンガ
長手方向先端面に向つて漸減すると共に下面突起
の内側側面とレンガの一方の側面との距離がレン
ガ長手方向に向つて漸増するようにしたことを特
徴とするスロツピングフリユー柱レンガ。 An upper protrusion is provided on the upper surface of the brick along one side of the brick, and a lower protrusion is provided on the lower surface of the brick along the other side of the brick, and the distance between the inner side of the upper protrusion and the other side of the brick is A slotting free column brick characterized in that the distance between the inner side surface of the lower surface protrusion and one side surface of the brick gradually decreases toward the tip surface in the longitudinal direction of the brick and increases gradually in the longitudinal direction of the brick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5082385U JPH0449162Y2 (en) | 1985-04-05 | 1985-04-05 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5082385U JPH0449162Y2 (en) | 1985-04-05 | 1985-04-05 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61168150U JPS61168150U (en) | 1986-10-18 |
| JPH0449162Y2 true JPH0449162Y2 (en) | 1992-11-19 |
Family
ID=30569316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5082385U Expired JPH0449162Y2 (en) | 1985-04-05 | 1985-04-05 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0449162Y2 (en) |
-
1985
- 1985-04-05 JP JP5082385U patent/JPH0449162Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61168150U (en) | 1986-10-18 |
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