JPS609234B2 - Brick joint construction method during furnace construction - Google Patents

Brick joint construction method during furnace construction

Info

Publication number
JPS609234B2
JPS609234B2 JP3447178A JP3447178A JPS609234B2 JP S609234 B2 JPS609234 B2 JP S609234B2 JP 3447178 A JP3447178 A JP 3447178A JP 3447178 A JP3447178 A JP 3447178A JP S609234 B2 JPS609234 B2 JP S609234B2
Authority
JP
Japan
Prior art keywords
joint
furnace
joints
thickness
brick
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
Application number
JP3447178A
Other languages
Japanese (ja)
Other versions
JPS54126605A (en
Inventor
一郎 加藤
喜保 森田
博司 能勢
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP3447178A priority Critical patent/JPS609234B2/en
Publication of JPS54126605A publication Critical patent/JPS54126605A/en
Publication of JPS609234B2 publication Critical patent/JPS609234B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明は、炉体の煉瓦目地厚さを均一に制御し得る築
炉時の煉瓦目地施工法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing brick joints during furnace construction that can uniformly control the thickness of brick joints in a furnace body.

高炉や製鋼炉の内張りに使われる耐火煉瓦や断熱煉瓦な
どは、単体ではほとんど収縮性能をもたない。
Firebricks and insulation bricks used for lining blast furnaces and steelmaking furnaces have almost no shrinkage performance on their own.

したがって、従釆より煉瓦目地は、煉瓦の接着の役割を
果す外に、膨張した煉瓦よりの熱応力を吸収する作用を
なす。そのために、煉瓦目地の厚さが重要である(通常
大型高炉の目地厚さは2〜3肌である)。そしで、発明
者は外径4m、高さ3凧の高炉模型の小型実験炉を構築
して実験を開始した。
Therefore, in addition to adhering the bricks together, the brick joints also serve to absorb the thermal stress caused by the expanded bricks. For this reason, the thickness of the brick joints is important (usually the joint thickness of large blast furnaces is 2 to 3 skins). Therefore, the inventor constructed a small experimental blast furnace model with an outer diameter of 4 m and a height of 3 kites and began experiments.

加熱開始後3ケ月鰹て実験を休止し、炉内を調査した結
果、炉壁煉瓦に多くの割れと部分的脱落が生じているの
がわかった。その原因を調べたところ、炉壁の目地厚さ
が所定寸法の1′3〜3倍の範囲にばらついており、特
に所定寸法より大きくずれている箇所に多くの割れが観
察された。上記実験の結果にも明らかなように、煉瓦目
地が薄い際は、目地部分での熱応力吸収変形量が小さく
なり、各々の炉壁煉瓦を拘束し、大きな熱応力を発生さ
せて煉瓦が壊れたり、炉壁を崩壊させる原因となる。
After the bonito flakes experiment was suspended for three months after the start of heating, the inside of the furnace was investigated and it was discovered that many of the bricks on the furnace wall were cracked and had partially fallen off. When the cause of this was investigated, it was found that the joint thickness of the furnace wall varied within a range of 1'3 to 3 times the predetermined dimension, and many cracks were observed especially at locations where the thickness deviated greatly from the predetermined dimension. As is clear from the results of the above experiments, when the brick joints are thin, the amount of thermal stress absorption deformation at the joints is small, restraining each furnace wall brick, generating large thermal stress, and causing the bricks to break. or cause the furnace wall to collapse.

逆に煉瓦目地が厚い際は、目地部の強度が煉瓦より弱い
ために煉瓦を十分支持することができず、又炉内温度の
変動に対しても低温時の目地村に割れが生じ、いずれに
おいても炉壁を崩壊させる原因となる。したがって、大
きな熱応力により煉瓦が壊れない範囲で、相対向する煉
瓦が互いにつつばり合う程度の均一な目地厚さが必要で
ある。しかし、従来所定の均一な目地厚さで炉を構築す
るには幕数疎者が必要で、未熟者が所定の均一な目地厚
さを熟練者と同程度の工数で築炉するのはきわめて困難
であった。
On the other hand, when the brick joints are thick, the strength of the joints is weaker than that of the bricks, so the bricks cannot be supported sufficiently.Furthermore, cracks occur in the joints at low temperatures due to fluctuations in the temperature inside the furnace, and eventually It can also cause the furnace wall to collapse. Therefore, it is necessary to have a uniform joint thickness that allows opposing bricks to stick together without causing the bricks to break due to large thermal stress. However, conventionally, building a furnace with a predetermined uniform joint thickness requires a skilled worker, and it is extremely difficult for an unskilled person to construct a furnace with a predetermined uniform joint thickness in the same number of man-hours as an expert. It was difficult.

この発明は、未熟者の煉瓦積みにおいても均一な目地厚
さが簡単かつ確実に得られるようにしたもので、次にそ
の方法を図面について説明する。
This invention enables uniform joint thickness to be easily and reliably obtained even in bricklaying by an unskilled person.Next, the method will be explained with reference to the drawings.

先ず、第1図に示すように、目地モルタルと同材質で、
かつ所定の目地厚さを有する目地板を焼成などにより乾
燥製作後、上記目地板を砕いてふるいにかけ、上記所定
の目地厚さに相当する粒状耐火物1を選定する。上記粒
状耐火物1は、任意形状のもので、その大きさは縦aと
横bの寸法を合せて2で割った平均値1(a十b/2=
1)が、煉瓦目地厚さの寸法となるようにする。そして
、上記粒状耐火物1を、鷹練時の目地モルタル2中に約
5%混入せしめて混成モルタル3を作る。上記混成モル
タル3の粒状耐火物の混合割合が5%以下の際は、粒状
耐火物を混合する効果が低下し、目地厚さを均一にする
ことがむずかしくなる。
First, as shown in Figure 1, the material is the same as the joint mortar.
After a joint plate having a predetermined joint thickness is dried by baking or the like, the joint plate is crushed and sieved to select the granular refractory material 1 corresponding to the predetermined joint thickness. The above granular refractory 1 has an arbitrary shape, and its size is the average value 1 (a + b/2 =
1) is the dimension of the brick joint thickness. Then, about 5% of the granular refractory 1 is mixed into the joint mortar 2 during hawking to prepare a mixed mortar 3. When the mixing ratio of the granular refractories in the mixed mortar 3 is less than 5%, the effect of mixing the granular refractories decreases and it becomes difficult to make the joint thickness uniform.

又、5%以上混合した際、粒状耐火物が重なり合って目
地厚さが厚くなり好ましくない。上記混成モルタルによ
り築炉する際は、第2図に示すように、煉瓦4上面に混
成モルタル3を塗り、相対向する煉瓦5を押し付ける。
すると、混成モルタル3は煉瓦5の押圧により、押し広
げられてこの煉瓦4,5間の押圧面全体に十分行きわた
り、かつ固形で介在する粒状耐火物1に当接して煉瓦5
の下降が阻止され、均一厚さの目地が形成される。この
ようにして所定厚さの横目地と縫目地を形成しながら順
次煉瓦積みを行なう。又、製鋼炉においては、それぞれ
の炉の煉瓦膨張に対応した目地厚さを有する粒状耐火物
を作って築炉する。実施例 発明者は、上記の煉瓦目地施工法にしたがって、外径4
の、高さ3仇の高炉模型の小型実験炉を築炉し直した。
Moreover, when 5% or more is mixed, the granular refractories overlap and the joint thickness becomes thick, which is not preferable. When constructing a furnace using the above-mentioned mixed mortar, as shown in FIG. 2, the mixed mortar 3 is applied to the upper surface of the bricks 4, and opposing bricks 5 are pressed against each other.
Then, the mixed mortar 3 is pushed out by the pressure of the bricks 5 and sufficiently spreads over the entire pressed surface between the bricks 4 and 5, and comes into contact with the intervening solid granular refractories 1 to form the bricks 5.
The lowering of the joints is prevented, and joints of uniform thickness are formed. In this way, brickwork is carried out one after another while forming horizontal joints and seams of a predetermined thickness. Furthermore, in steelmaking furnaces, granular refractories having joint thicknesses corresponding to the brick expansion of each furnace are made and constructed. Embodiment In accordance with the above brick joint construction method, the inventor has created an outer diameter of 4
A small experimental furnace with a blast furnace model measuring 3 feet tall was rebuilt.

但し、この際目地が厚くなり過ぎないように薄く塗るよ
うに施工した。その後、実験を再開し、3ケ月、6ケ月
、9ケ月と3ケ月ごとに実験を休止して炉壁煉瓦の割れ
状況を調査し、炉肇寿命との関係を調べた結果、9ケ月
経ても異状が認められず、12ケ月後に少しの割れが検
出された。
However, at this time, we applied a thin coat to prevent the joints from becoming too thick. After that, the experiment was resumed, and after 3 months, 6 months, and 9 months, the experiment was stopped to investigate the cracks in the furnace wall bricks, and the relationship with the furnace life was investigated. No abnormalities were observed, and some cracks were detected 12 months later.

この実験から明らかなように、3ケ月で割れが多発した
従来の実験方法に対して、著しい寿命延長が認められる
。この発明は上述のごとく、粒状耐火物を目地モルタル
中に介在させることにより、目地厚さのばらつきを防止
し、所定の均一な目地厚さを容易に確保して築炉するこ
とができるのみならず、葵炉技術を簡易化して築炉時間
を短縮し、かつ高炉寿命を延長できる。
As is clear from this experiment, the life span was significantly extended compared to the conventional experimental method, which caused many cracks within 3 months. As mentioned above, this invention prevents variations in joint thickness by interposing granular refractories in joint mortar, and enables furnace construction to easily ensure a predetermined uniform joint thickness. First, it is possible to simplify the Aoi furnace technology, shorten the furnace construction time, and extend the life of the blast furnace.

【図面の簡単な説明】[Brief explanation of drawings]

第1図はこの発明の粒状耐火物を示す拡大正面図、第2
図はこの発明の使用状態を示す一部拡大縦断正面図であ
る。 1・・…・粒状耐火物、2・・・・・・目地モルタル、
3・・・…混成モルタル、4,5・・・・・・煉瓦、1
・・・・・・粒状耐火物の平均値。 第1図 第2図
Fig. 1 is an enlarged front view showing the granular refractory of the present invention;
The figure is a partially enlarged longitudinal sectional front view showing the state of use of the present invention. 1... Granular refractory, 2... Joint mortar,
3...Mixed mortar, 4,5...Brick, 1
...Average value of granular refractories. Figure 1 Figure 2

Claims (1)

【特許請求の範囲】[Claims] 1 高炉又は製鋼炉などの炉体を構築する煉瓦積みにお
いて、目地モルタルと同材質でかつ所定の目地厚さに相
当する寸法の粒状耐火物を目地モルタル中に混合した混
成モルタルを目地に使つて煉瓦積みし、煉瓦目地厚さを
均一に制御し得ることを特徴とする築炉時の煉瓦目地施
工法。
1. In bricklaying for constructing furnace bodies such as blast furnaces or steelmaking furnaces, a hybrid mortar made by mixing granular refractories of the same material as the joint mortar and with dimensions corresponding to the specified joint thickness into the joint mortar is used for the joints. A method for constructing brick joints during furnace construction, which is characterized by the ability to lay bricks and uniformly control the thickness of the brick joints.
JP3447178A 1978-03-24 1978-03-24 Brick joint construction method during furnace construction Expired JPS609234B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3447178A JPS609234B2 (en) 1978-03-24 1978-03-24 Brick joint construction method during furnace construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3447178A JPS609234B2 (en) 1978-03-24 1978-03-24 Brick joint construction method during furnace construction

Publications (2)

Publication Number Publication Date
JPS54126605A JPS54126605A (en) 1979-10-02
JPS609234B2 true JPS609234B2 (en) 1985-03-08

Family

ID=12415158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3447178A Expired JPS609234B2 (en) 1978-03-24 1978-03-24 Brick joint construction method during furnace construction

Country Status (1)

Country Link
JP (1) JPS609234B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5969478A (en) * 1982-10-09 1984-04-19 黒崎窯業株式会社 Refractory mortar
NL1005019C2 (en) * 1997-01-16 1998-08-03 Gouda Vuurvast Nv Mortar for making fireproof construction, such as oven - comprises binder and filling material consisting of particle constituent with regular periphery which hold their shape during construction
CN102636029A (en) * 2012-04-24 2012-08-15 山西太钢不锈钢股份有限公司 Heating furnace plastic construction method
JP6098555B2 (en) * 2014-03-19 2017-03-22 Jfeスチール株式会社 Coke oven construction method
JP6491033B2 (en) * 2015-04-30 2019-03-27 黒崎播磨株式会社 Mortar and its construction method
JP6365401B2 (en) * 2015-05-13 2018-08-01 Jfeスチール株式会社 Brick lamination spacer and brick stacking method

Also Published As

Publication number Publication date
JPS54126605A (en) 1979-10-02

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