JPS6332132Y2 - - Google Patents

Info

Publication number
JPS6332132Y2
JPS6332132Y2 JP8083385U JP8083385U JPS6332132Y2 JP S6332132 Y2 JPS6332132 Y2 JP S6332132Y2 JP 8083385 U JP8083385 U JP 8083385U JP 8083385 U JP8083385 U JP 8083385U JP S6332132 Y2 JPS6332132 Y2 JP S6332132Y2
Authority
JP
Japan
Prior art keywords
dam
cap
view
dam cap
steel strip
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
JP8083385U
Other languages
Japanese (ja)
Other versions
JPS61199570U (en
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 filed Critical
Priority to JP8083385U priority Critical patent/JPS6332132Y2/ja
Publication of JPS61199570U publication Critical patent/JPS61199570U/ja
Application granted granted Critical
Publication of JPS6332132Y2 publication Critical patent/JPS6332132Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔考案の技術分野〕 この考案は、鋼ストリツプコイルの酸洗槽に取
り付けられるダムキヤツプに関するものである。
[Detailed Description of the Invention] [Technical Field of the Invention] This invention relates to a dam cap that is attached to a pickling bath for steel strip coils.

〔従来技術とその問題点〕[Prior art and its problems]

鋼ストリツプコイルの酸洗槽は、第5図に概略
断面図で示すように、温水の収容された槽1と酸
洗液の収容された複数の槽2とが直列に配置され
てなつており、鋼ストリツプ3はこれら槽1およ
び槽2を矢印の方向に通過する間に酸洗される。
The pickling tank for steel strip coils, as shown in a schematic cross-sectional view in FIG. 5, consists of a tank 1 containing hot water and a plurality of tanks 2 containing pickling liquid arranged in series. The steel strip 3 is pickled while passing through these baths 1 and 2 in the direction of the arrow.

互いに隣り合う槽1および槽2の上面には、槽
1および槽2間を通過する鋼ストリツプ3を案内
するための、鋼ストリツプ3の下面に接触するダ
ムキヤツプ4が設けられている。
The upper surfaces of the adjacent tanks 1 and 2 are provided with dam caps 4 that contact the lower surfaces of the steel strips 3 for guiding the steel strips 3 passing between the tanks 1 and 2.

第6図は従来のダムキヤツプ部分を示す概略断
面図である。図面に示すように、ダムキヤツプ4
は、逆U字状の耐酸磁器製であつて、ベース煉瓦
5上にフラン樹脂層6を介して取り付けられてい
る。
FIG. 6 is a schematic sectional view showing a conventional dam cap portion. Dam cap 4 as shown in the drawing
is made of acid-resistant porcelain and has an inverted U shape, and is attached to the base brick 5 via a furan resin layer 6.

ダムキヤツプ4は、衝撃荷重による割れ損傷お
よび耐磨耗性を考慮した機械的品質の確保並びに
焼成製造上の点から、その厚さa′を大きくできず
約60mm以下である。このため、ダムキヤツプ4の
上面を高速で通過する鋼ストリツプ3の衝撃荷重
(たたき)により、割れ損傷が発生する。このよ
うに、ダムキヤツプ4の上面に割れ損傷が発生す
ると、鋼ストリツプ3に擦り傷が発生するため、
取替えが必要となる。また、鋼ストリツプ3によ
る摺動磨耗で厚さが減肉し、これが上記割れ損傷
の原因となるため、この点からも頻繁な取替えが
必要となる。
The thickness a' of the dam cap 4 cannot be increased, and is approximately 60 mm or less, from the viewpoint of ensuring mechanical quality in consideration of cracking damage caused by impact loads and wear resistance, and from the viewpoint of firing manufacturing. Therefore, cracking damage occurs due to the impact load (strike) of the steel strip 3 passing over the top surface of the dam cap 4 at high speed. In this way, if cracking damage occurs on the top surface of the dam cap 4, scratches will occur on the steel strip 3.
Replacement is required. In addition, the thickness of the steel strip 3 decreases due to sliding wear, which causes the above-mentioned cracking damage, and from this point of view as well, frequent replacement is required.

上述した割れ損傷の減少と耐磨耗性の向上のた
めに、機械的強度の大きい硬質の耐酸磁器を使用
することも考えられる。しかしながらダムキヤツ
プの硬度を高くすると、逆に高速で移動する鋼ス
トリツプ3に擦り傷が発生する。
In order to reduce the above-mentioned cracking damage and improve wear resistance, it is also possible to use hard acid-resistant porcelain with high mechanical strength. However, if the hardness of the dam cap is increased, scratches will occur on the steel strip 3 moving at high speed.

従つて、ダムキヤツプは適度の軟かさを有して
いることが必要であり、このために、ダムキヤツ
プの取替え頻度は多い。
Therefore, the dam cap needs to have appropriate flexibility, and for this reason, the dam cap is frequently replaced.

しかしながら、ダムキヤツプの点検および取替
えは、ラインを休止しなければ行なうことができ
ないため、点検および取替えにも限度があり、鋼
ストリツプに擦り傷の発生する危険度は大きく、
また、ラインスピードを高めることができない原
因にもなつていた。
However, inspection and replacement of the dam cap cannot be carried out without stopping the line, so there are limits to inspection and replacement, and the risk of scratches on the steel strip is high.
This also caused the inability to increase line speed.

〔考案の目的〕[Purpose of invention]

従つて、この考案の目的は、高速で移動する鋼
ストリツプの衝撃荷重による割れ損傷を防止し、
鋼ストリツプに擦り傷の発生することがなく、ダ
ムキヤツプ取替えのためのラインの休止回数を減
らし、ラインスピードを高速化させることができ
る酸洗槽のダムキヤツプを提供することにある。
Therefore, the purpose of this invention is to prevent cracking damage caused by impact loads on steel strips moving at high speed,
To provide a dam cap for a pickling tank that does not cause scratches on steel strips, reduces the number of line stops for dam cap replacement, and can increase line speed.

〔考案の概要〕[Summary of the idea]

この考案は、直列配置の酸洗槽間に形成したダ
ム頂部の溝部に嵌めこむ下向きの凸部を下面に有
し、その側面形状をかまぼこ形とした、磁器製の
一体構造の複数の構成片からなり、前記複数の構
成片の側面を互いに当接して直列に一体結合して
なることに特徴を有するものである。
This idea consists of a plurality of monolithic porcelain components, each of which has a downward protrusion on its lower surface that fits into the groove at the top of the dam formed between the pickling tanks arranged in series, and whose side surface is semicylindrical. The structure is characterized in that the side surfaces of the plurality of constituent pieces are brought into contact with each other and integrally connected in series.

〔考案の構成〕[Structure of the idea]

次に、この考案を図面を参照しながら説明す
る。第1図はこの考案のダムキヤツプの概略平面
図、第2図はダムキヤツプ構成片の縦断面図、第
3図はその取り付け状態を示す縦断面図、第4図
は同じく概略斜視図である。図面に示すように、
この考案のダムキヤツプ9は、直列配置の酸洗槽
間に設けられた煉瓦製のダム7の頂部に形成され
た溝部8に嵌めこまれる下向きの凸部11を下面
に有し、その断面形状をかまぼこ形とした、磁気
性の一体構造の複数の構成片10からなつてい
る。
Next, this invention will be explained with reference to the drawings. FIG. 1 is a schematic plan view of the dam cap of this invention, FIG. 2 is a longitudinal cross-sectional view of the dam cap component, FIG. 3 is a longitudinal cross-sectional view showing its attached state, and FIG. 4 is a schematic perspective view. As shown in the drawing,
The dam cap 9 of this invention has a downward protrusion 11 on the lower surface that is fitted into a groove 8 formed at the top of the brick dam 7 provided between the pickling tanks arranged in series, and has a cross-sectional shape. It consists of a plurality of semicircular, magnetic, monolithic structural pieces 10.

構成片10の幅は50〜60mmであつて、このよう
な幅の多数の構成片10の側面を、耐酸モルタ
ル、耐酸ゴム、耐酸樹脂等の耐酸接着剤12を介
して互いに当接し、直列に一体結合することによ
りダムキヤツプ9が形成される。なお、図示のよ
うに各構成片10の中央部に貫通孔13を設け、
貫通孔13にボルト14を通し、その端部をナツ
ト15で締め付け、固定してもよい。
The width of the component pieces 10 is 50 to 60 mm, and the side surfaces of a large number of component pieces 10 having such a width are brought into contact with each other via an acid-resistant adhesive 12 such as acid-resistant mortar, acid-resistant rubber, acid-resistant resin, etc., and are connected in series. A dam cap 9 is formed by integrally connecting them. In addition, as shown in the figure, a through hole 13 is provided in the center of each component piece 10,
A bolt 14 may be passed through the through hole 13 and its end portion may be tightened and fixed with a nut 15.

この考案のダムキヤツプは、上述のように構成
されているので、従来の耐酸磁器材の品質を確保
した上で、その厚さaを約300mmと大幅に厚くす
ることができ、この結果、鋼ストリツプの衝撃荷
重による割れ損傷は防止され、磨耗による減肉に
対する取替周期も延長することができる。更に、
鋼ストリツプに擦り傷が発生する危険度も下げら
れるので、従来に比べてラインスピードを高速化
することが可能となり、操業率の向上を図ること
ができる。
Since the dam cap of this invention is constructed as described above, while maintaining the quality of conventional acid-resistant porcelain materials, the thickness a can be significantly increased to approximately 300 mm, and as a result, the steel strip This prevents cracking and damage due to impact loads, and also extends the replacement cycle for thinning due to wear. Furthermore,
The risk of scratches on the steel strip is also reduced, making it possible to increase line speeds compared to conventional methods and improving operating efficiency.

更に、この考案のダムキヤツプは、上述の如く
従来のものよりも厚くなり、その重量も大になる
ため、取替えに際しては、ダム頂部の溝部に嵌め
こむだけでよく、従来のようなフラン樹脂層や耐
酸モルタルによる接着の必要がない。従つて、取
替えを短時間に容易に行なうことができる。
Furthermore, as mentioned above, the dam cap of this invention is thicker and heavier than the conventional one, so when replacing it, it only needs to be fitted into the groove at the top of the dam, and instead of the conventional furan resin layer or There is no need for adhesion using acid-resistant mortar. Therefore, replacement can be easily carried out in a short time.

〔考案の効果〕[Effect of idea]

以上述べたように、この考案のダムキヤツプに
よれば、高速で移動する鋼ストリツプの衝撃荷重
による割れ損傷が防止され、鋼ストリツプに擦り
傷の発生することがなく、従つて、ダムキヤツプ
取替えのためのライン休止回数は減り、ラインス
ピードを高速化させて操業率を向上させることが
できる等、工業上多くの優れた効果がもたらされ
る。
As described above, the dam cap of this invention prevents cracking damage due to impact loads on the steel strip moving at high speed, prevents scratches from occurring on the steel strip, and therefore makes it possible to maintain a line for replacing the dam cap. It brings about many excellent industrial effects, such as reducing the number of stoppages, increasing line speed and improving operating efficiency.

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

第1図はこの考案のダムキヤツプの概略平面
図、第2図はダムキヤツプ構成片の縦断面照、第
3図はその取り付け状態を示す縦断面図、第4図
は概略斜視図、第5図は酸洗槽の概略断面図、第
6図は従来のダムキヤツプ部分の概略断面図であ
る。 図面において、1,2……槽、3……鋼ストリ
ツプ、4……従来のダムキヤツプ、5……ベース
煉瓦、6……フラン樹脂層、7……ダム、8……
溝部、9……この考案のダムキヤツプ、10……
構成片、11……凸部、12……耐酸接着剤、1
3……貫通孔、14……ボルト、15……ナツ
ト。
Fig. 1 is a schematic plan view of the dam cap of this invention, Fig. 2 is a longitudinal cross-sectional view of the dam cap component, Fig. 3 is a longitudinal cross-sectional view showing its installation state, Fig. 4 is a schematic perspective view, and Fig. 5 is a longitudinal cross-sectional view of the dam cap component. A schematic sectional view of a pickling tank, FIG. 6 is a schematic sectional view of a conventional dam cap portion. In the drawings, 1, 2... tank, 3... steel strip, 4... conventional dam cap, 5... base brick, 6... furan resin layer, 7... dam, 8...
Groove section, 9...Dam cap of this invention, 10...
Component piece, 11...Protrusion, 12...Acid-resistant adhesive, 1
3...Through hole, 14...Bolt, 15...Nut.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 直列配置の酸洗槽間に形成したダム頂部の溝部
に嵌めこむ下向きの凸部を下面に有し、その断面
形状をかまぼこ形とした、磁器製の一体構造の複
数の構成片からなり、前記複数の構成片の側面を
互いに当接して直列に一体結合してなる酸洗槽の
ダムキヤツプ。
It consists of a plurality of integrally constructed pieces of porcelain, each having a downward protrusion on its lower surface that fits into the groove on the top of the dam formed between the pickling tanks arranged in series, and whose cross section is semicylindrical. A dam cap for a pickling tank that is formed by integrally connecting multiple components in series with their sides in contact with each other.
JP8083385U 1985-05-31 1985-05-31 Expired JPS6332132Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8083385U JPS6332132Y2 (en) 1985-05-31 1985-05-31

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8083385U JPS6332132Y2 (en) 1985-05-31 1985-05-31

Publications (2)

Publication Number Publication Date
JPS61199570U JPS61199570U (en) 1986-12-13
JPS6332132Y2 true JPS6332132Y2 (en) 1988-08-26

Family

ID=30627051

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8083385U Expired JPS6332132Y2 (en) 1985-05-31 1985-05-31

Country Status (1)

Country Link
JP (1) JPS6332132Y2 (en)

Also Published As

Publication number Publication date
JPS61199570U (en) 1986-12-13

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