JPS61104032A - Method for cooling steel strip - Google Patents
Method for cooling steel stripInfo
- Publication number
- JPS61104032A JPS61104032A JP22221984A JP22221984A JPS61104032A JP S61104032 A JPS61104032 A JP S61104032A JP 22221984 A JP22221984 A JP 22221984A JP 22221984 A JP22221984 A JP 22221984A JP S61104032 A JPS61104032 A JP S61104032A
- Authority
- JP
- Japan
- Prior art keywords
- water
- temperature
- steel strip
- cooling
- water tank
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 79
- 239000010959 steel Substances 0.000 title claims abstract description 79
- 238000001816 cooling Methods 0.000 title claims abstract description 46
- 238000000034 method Methods 0.000 title claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 213
- 239000000498 cooling water Substances 0.000 claims abstract description 46
- 238000011144 upstream manufacturing Methods 0.000 claims description 2
- 238000011084 recovery Methods 0.000 abstract description 4
- 238000010438 heat treatment Methods 0.000 description 4
- 239000002351 wastewater Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000000137 annealing Methods 0.000 description 1
- 238000009835 boiling Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C21—METALLURGY OF IRON
- C21D—MODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
- C21D9/00—Heat treatment, e.g. annealing, hardening, quenching or tempering, adapted for particular articles; Furnaces therefor
- C21D9/52—Heat treatment, e.g. annealing, hardening, quenching or tempering, adapted for particular articles; Furnaces therefor for wires; for strips ; for rods of unlimited length
- C21D9/54—Furnaces for treating strips or wire
- C21D9/56—Continuous furnaces for strip or wire
- C21D9/573—Continuous furnaces for strip or wire with cooling
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Thermal Sciences (AREA)
- Crystallography & Structural Chemistry (AREA)
- Mechanical Engineering (AREA)
- Materials Engineering (AREA)
- Metallurgy (AREA)
- Organic Chemistry (AREA)
- Heat Treatment Of Strip Materials And Filament Materials (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
鋼帯の連続熱処理又は類似のラインで鋼帯を冷却水槽に
通して最終冷却する鋼帯の冷却方法の改1・・良に関し
て、この明細書で述べる技術内容は、とくに調帯の最終
冷却に使用する冷却水槽の処理水量の大巾な節減と、鋼
帯の冷却に伴って処理水が得た!1帯の熱量の有効利用
を図りながら、有効な、鋼帯の最終冷却を行う方法につ
いての開発成果を提案するところにある。Detailed Description of the Invention (Industrial Field of Application) This specification relates to an improved method for cooling a steel strip in which the steel strip is passed through a cooling water tank for final cooling in a continuous heat treatment or similar line. The technical content described in the book is particularly the significant reduction in the amount of water treated in the cooling water tank used for the final cooling of the strip, and the improvement in the amount of treated water used to cool the steel strip! The purpose of this project is to propose the development results of an effective final cooling method for steel strips while making effective use of the amount of heat in one strip.
(従来の技術)
鋼帯の連続熱処理ラインにおける最終冷却に関しては、
例えば特公昭57−11931号公報を挙げることがで
き、ここに鋼帯を連続して浸漬通−過させる冷却水槽と
して、前段水槽と後段水槽に分け、各水槽に水温検出器
と温度制御装置を配置して、あらかじめ温度制御装置に
設定した各水槽の処理水温度の、鋼帯の浸漬通過に伴う
上昇に基づき、水温検出器の作動を介して温度制御装置
により、後段水槽については冷却水供給ポンプにて冷却
水を供給し、前段水槽については後段水槽の処理水を各
水槽の中間に備えた給水ポンプにて注湯し、それぞれ温
度調整3行うことが開示されている。(Prior art) Regarding final cooling in a continuous heat treatment line for steel strips,
For example, Japanese Patent Publication No. 11931/1983 describes a cooling water tank in which the steel strip is continuously immersed, divided into a front water tank and a rear water tank, and each tank is equipped with a water temperature detector and a temperature control device. Based on the rise in the temperature of treated water in each water tank, which is set in the temperature control device in advance, as the steel strip passes through the immersion, cooling water is supplied to the subsequent water tanks by the temperature control device through the operation of the water temperature detector. It is disclosed that cooling water is supplied by a pump, and for the former water tank, treated water from the latter water tank is poured into the water tank by a water supply pump provided between the respective water tanks, and temperature adjustment 3 is performed for each tank.
この場合、一般に後段水槽の処理水は、最終冷却鋼帯の
温度を50℃以下にするため、30〜50°Cまでの温
度、また前段水槽の処理水は高温水として再利用できる
ように80″C程度の温度にそれぞれ設定される。In this case, generally the treated water in the latter stage water tank is kept at a temperature of 30 to 50°C in order to keep the temperature of the final cooling steel strip below 50°C, and the treated water in the earlier stage water tank is kept at a temperature of 80°C so that it can be reused as high temperature water. Each temperature is set to approximately 100°F.
ここで後段水槽に供給した冷却水は、後段水槽における
処理水温の調整に役立つほか、前段水槽への注湯の部分
を占め、その処理水温の調整に利用されるが、余水の発
生が不可避で、後段水槽に設置したドレン管から無駄に
排出される不利があつた。The cooling water supplied to the second stage water tank is useful for adjusting the temperature of the treated water in the second stage water tank, and also occupies the portion of pouring into the first stage water tank and is used to adjust the temperature of the treated water, but the generation of surplus water is unavoidable. However, this had the disadvantage of wasteful discharge from the drain pipe installed in the rear water tank.
この排水は50℃以下で温度が低いため熱源として回収
、再利用をすることは困輸であり、また鋼帯の処理量の
増大に応じ排出量も増加し、廃棄に手間がかかる。Since this wastewater has a low temperature of 50° C. or less, it is difficult to recover and reuse it as a heat source, and as the amount of steel strip processed increases, the amount of wastewater discharged also increases, making disposal time-consuming.
C発明が解決しようとする間會点)
前述したような低温排水の発生をなくし、後段水槽に供
給した全水量を、前段水槽に導いて熱交換による熱エネ
ルギーの回収の容易な高温処理水として有効な利用を図
りながら適切′rrwj帯の最終冷却を実現することが
この発明の目的である。Points to be solved by the invention C) Eliminate the generation of low-temperature wastewater as described above, and direct the entire amount of water supplied to the rear-stage water tank to the front-stage water tank as high-temperature treated water where thermal energy can be easily recovered through heat exchange. It is an object of the present invention to achieve appropriate final cooling of the 'rrwj zone while making effective use of it.
C問題を解決するための手段)
この発明は、鋼帯の連続熱処畦又は類似のラインで裏数
段に分けた冷却水槽に順次鋼帯を通して最終冷却する冷
却方法において、
後段水槽直前に位置するラインの冷却帯に設置した冷却
装置によって鋼帯を冷却すると共に、 ′冷却水槽
の後段水槽へ、その水槽的処理水温に応じた給水を行い
、冷却水槽の前段水槽には後段水槽の処理水をオーバフ
ローにょる注湯を行い、この間に鋼帯の入gJU温度T
8と後段水槽の処理水温度T、 を下記式の関係に従い
制御し、前段水槽から高温処理水を回収する
ことを特徴とする鋼帯の冷却方法である。Means for Solving Problem C) This invention provides a cooling method in which the steel strip is sequentially passed through a cooling water tank divided into several stages along a continuous heat treatment ridge or similar line for final cooling. The steel strip is cooled by a cooling device installed in the cooling zone of the cooling line, and water is supplied to the downstream water tank of the cooling water tank according to the temperature of the treated water in that tank. During this time, the steel strip is poured at gJU temperature T.
8 and the temperature T of the treated water in the downstream water tank are controlled in accordance with the relationship of the following formula, and high temperature treated water is recovered from the upstream water tank.
記
Ts:前段水槽への鋼帯の入側温度じC)T、:後段水
槽の処理水温度C″C)
TW:冷却水温度(℃)
第1図において1は前段水槽、2は後段水槽、8は鋼帯
であり、4は鋼帯の温度検出器、5は鋼帯の瀉゛度制御
装置、6は熱処理ラインの末端で鋼帯を冷却する一冷却
帯、7はその冷却装置であり、8は後段水槽2の温度検
出器、9は後段水槽2の温度制御装置、また10は冷却
水供給ポンプ、11は冷却水供給管、12は冷却水温度
検出器、そして13は高温処理水の回収管である。Ts: Temperature at the entrance of the steel strip into the front water tank C) T: Temperature of the treated water in the rear water tank C″C) TW: Cooling water temperature (°C) In Figure 1, 1 is the front water tank and 2 is the rear water tank. , 8 is a steel strip, 4 is a temperature detector for the steel strip, 5 is a strength control device for the steel strip, 6 is a cooling zone that cools the steel strip at the end of the heat treatment line, and 7 is the cooling device. 8 is a temperature detector for the second stage water tank 2, 9 is a temperature control device for the second stage water tank 2, 10 is a cooling water supply pump, 11 is a cooling water supply pipe, 12 is a cooling water temperature detector, and 13 is a high temperature treatment This is a water recovery pipe.
鋼帯の温度検出器4により調帯3の温度を検出し、温度
制御装置5に設定した調帯3の冷却水槽へ向う入側温度
TF3に応じて、冷却帯6における冷却装置7の動作を
制御する。The temperature of the strip 3 is detected by the temperature sensor 4 of the steel strip, and the operation of the cooling device 7 in the cooling strip 6 is controlled according to the temperature TF3 on the inlet side of the strip 3 toward the cooling water tank, which is set in the temperature control device 5. Control.
鋼帯aは引続き前段水槽1に導入されて、鋼帯8のもつ
熱エネル、ギーを処理水に云熱し、ここに前段水槽1の
処理水7M反を71℃であられす。The steel strip a is subsequently introduced into the front water tank 1, and the thermal energy of the steel strip 8 is transferred to the treated water, and 7M of the treated water from the front water tank 1 is heated to 71°C.
鋼帯8は前段水槽1から後段水槽2へ進んで最 ・終冷
却温度を実現するため、後段水槽2に設置した温度検出
器8により処理水温度を検出し、その温度上昇に応じて
温度制御装置9に設定した処理水温度T、”Cとなるよ
うに、冷却水供給ポンプ10により、温度Tw″Cの冷
却水を供給し、前段水槽1には後段水槽2からのオーバ
ーフローした処理水を供給することで前段水槽1の処理
水温度T□を再利用riJ能な温度として処理水回収管
18を経て熱交換器などに導くことができる。The steel strip 8 advances from the front-stage water tank 1 to the rear-stage water tank 2 to achieve the final cooling temperature, so the temperature of the treated water is detected by the temperature detector 8 installed in the rear-stage water tank 2, and the temperature is controlled according to the temperature rise. Cooling water with a temperature Tw''C is supplied by the cooling water supply pump 10 so that the treated water temperature T, ``C'' set in the device 9 is reached. By supplying the treated water, the temperature T□ of the treated water in the front water tank 1 can be guided to a heat exchanger or the like through the treated water recovery pipe 18 at a temperature that can be reused.
ここで第1図に説明した調帯の最終冷却に際して、鋼帯
の入側温度T8と後段水槽2の処理水温度T2の制御は
、ざらに第2図、第3図に示すような演算装置14の動
作によって制御ぎれるっ第2図における演算装置の動作
は、後段水槽2へ供給される冷却水の温度TV”Cと、
後段水槽2の処理水の温度変化に応じて、あらかじめ設
定した前段水槽1の処理水温度T□に適合すべき鋼帯の
入(IIi度Tsを、演算装[14により算出し、この
算出結果と温度検出器4′により検出した綱帯の入側温
度T、/とを温度制御装置6にて比較し、鋼帯の入側温
度Tsとなるべき制御を行う。During the final cooling of the strip as explained in FIG. 1, the control of the temperature T8 on the inlet side of the steel strip and the temperature T2 of the treated water in the downstream water tank 2 is carried out by a computing device as roughly shown in FIGS. 2 and 3. The operation of the computing device in FIG. 2 is controlled by the operation of 14. The operation of the arithmetic unit in FIG.
According to the temperature change of the treated water in the second stage water tank 2, the input (IIi degree Ts) of the steel strip that should match the preset treated water temperature T□ of the first stage water tank 1 is calculated by the calculation unit [14] The temperature control device 6 compares the temperature at the entrance side of the steel strip with the temperature T at the entrance side of the steel strip detected by the temperature sensor 4', and controls the temperature at the entrance side of the steel strip to be Ts.
この時、後段水槽2の処理水温度T2の制御は、その水
槽に設置した温度検出器8により処理水温度を検出し、
その温度上昇に応じて温度制御装置9に設定した処理水
温度T、”Cとなるように、冷却水供給ざンプ10によ
り温度TW℃の冷却水を供給する。At this time, the temperature T2 of the treated water in the latter water tank 2 is controlled by detecting the temperature of the treated water with a temperature detector 8 installed in the water tank.
In response to the temperature rise, the cooling water supply pump 10 supplies cooling water at a temperature TW° C. so that the treated water temperature T, “C” set in the temperature control device 9 is reached.
第8図における演算装置14の動作は、後段水槽2へ供
給される冷却水の温度Tw℃と、鋼帯の入01Il温度
Ts″Cの変化に応じて、あらかじめ設定した前段水槽
1の処理水温度T1に適合すべき後段水槽2の処理水温
度T、を、演算装置14により算出し、この算出結果と
温度検出器9により検出した後段水槽2の処理水温度T
2′とを温度制御装置9にて比較し、後段水槽2の処理
水温度T。The operation of the arithmetic unit 14 in FIG. 8 is based on the temperature Tw°C of the cooling water supplied to the rear water tank 2 and the temperature Ts''C of the steel strip, which is set in advance for the treated water in the front water tank 1. The temperature T of the treated water in the rear water tank 2 that should match the temperature T1 is calculated by the arithmetic unit 14, and the calculated result and the temperature T of the treated water in the rear water tank 2 detected by the temperature detector 9 are used.
2' by the temperature control device 9, and the temperature T of the treated water in the downstream water tank 2 is determined.
となるべき制御を行う。Perform the control that should be achieved.
この時、鋼帯の入側温度Tsの制御は、冷却帯7の出側
に設置した温度検出器4により鋼帯の入側温度Ts/を
検出し、その温度上昇に応じ、て温度制御装置5に設定
した鋼帯の入8温度T8となるように制御するのである
。At this time, the inlet temperature Ts of the steel strip is controlled by detecting the inlet temperature Ts/ of the steel strip by the temperature detector 4 installed on the outlet side of the cooling zone 7, and according to the temperature rise, a temperature control device is operated. The steel strip is controlled so that the temperature at which it enters the steel strip is T8, which was set at T5.
(作用) 鋼帯の最終冷却過程において、後段水槽2から。(effect) From the latter water tank 2 during the final cooling process of the steel strip.
前段水槽lに供給される処理水の供給量W0と後段水槽
2へ供給される冷却水の供給量W2を下記式として表わ
すことができる。The supply amount W0 of treated water supplied to the front water tank 1 and the supply amount W2 of cooling water supplied to the rear water tank 2 can be expressed as the following formula.
ここでWo:後段水槽2から前段水槽1へ供給される処
理水の供給徽cトン/h)
W、二後段水槽2へ供給される冷却水の供給量−(トン
/hl
W8:鋼帯処理量(トン/h)
Ts:鋼帯の入側温度(”Cl
T1:前段水槽lの処理水温度(’C)T、:後段水槽
2の処理水温度じC)
T1:冷却水温度(’C)
ap:fll帯の比@ (kca4%9℃l (Op=
0.121後段水槽2および前段水槽lへ供給される冷
却水、処理水の供給量は、式(1)、(2)よりW□=
W、であり、下記式で表わす。Here, Wo: supply amount of treated water supplied from the second stage water tank 2 to the first stage water tank 1 c tons/h) W, supply amount of cooling water supplied to the second stage water tank 2 - (tons/hl) W8: steel strip treatment Amount (tons/h) Ts: Temperature at the entrance of the steel strip (Cl T1: Temperature of the treated water in the front water tank 1 ('C) T,: Temperature of the treated water in the rear water tank 2 (C) T1: Cooling water temperature ('C) C) Ratio of ap:fll band @ (kca4%9℃l (Op=
0.121 The amount of cooling water and treated water supplied to the second stage water tank 2 and the first stage water tank 1 is calculated as follows from formulas (1) and (2): W□=
W, and is expressed by the following formula.
式(3)において、前段水槽1の処理水を高温水として
回収するためには、その水槽で得るべき処理水の温度範
囲を設定し、鋼帯の入側温度T8と後段水槽2の処理水
温度T、を、その温度範囲に適応するように制御すれば
よい。In formula (3), in order to recover the treated water in the front water tank 1 as high-temperature water, the temperature range of the treated water to be obtained in that water tank is set, and the inlet temperature T8 of the steel strip and the treated water in the rear water tank 2 are set. The temperature T may be controlled to suit the temperature range.
そこで前段水槽lの処理水温度T工の温度範囲は、以下
に述べる条件とする。Therefore, the temperature range of the treated water temperature T in the front water tank 1 is set to the conditions described below.
前段水槽lに導入する鋼帯の入側温度Tsが高く、その
水槽への浸漬通過に伴う処理水の沸騰で水蒸気が多量に
発生すると、鋼帯の冷却にかかる操業が困贅となるばか
りでなく、水蒸気による鋼帯の酸化が懸念されるため、
前段水槽1の処理水温度T0を100℃以下とする。If the inlet temperature Ts of the steel strip introduced into the front water tank L is high and a large amount of water vapor is generated due to boiling of the treated water as it passes through the water tank, the operation for cooling the steel strip will become difficult. There is no risk of oxidation of the steel strip due to water vapor.
The temperature T0 of the treated water in the front water tank 1 is set to 100°C or less.
式(3)に従い前段水槽1の処理水温度で1を100℃
以下とするためには、綱帯の入側潤度Ts、後段水槽2
の処理水温度T2および冷却水温度TVを、下記式の関
係について満足させる必要がある。According to formula (3), the temperature of the treated water in the front water tank 1 is 100°C.
In order to satisfy
It is necessary for the treated water temperature T2 and the cooling water temperature TV to satisfy the relationship of the following formula.
また、前段水槽1の処理水を内利用できる最低温度とし
ては1例えば連続焼鈍ラインに設置した洗浄タンクに補
給する場合など、通常70〜90℃に設定するため、そ
の水槽の処理水の最低温度は70°C以上とする。式(
3)において前段水槽1の処理水温度T0を70°C以
上とするためには、鋼帯の入(lllI温度T8、後段
水槽2の処理水温度T2および冷却水温TWを、下記式
の関係について満足させる必要がある。In addition, the minimum temperature at which the treated water in the pre-stage water tank 1 can be used is 1. For example, when replenishing a cleaning tank installed in a continuous annealing line, it is usually set at 70 to 90°C, so the minimum temperature of the treated water in that tank is 1. The temperature shall be 70°C or higher. formula(
In order to make the treated water temperature T0 of the front stage water tank 1 70°C or higher in 3), the temperature T8 of the steel strip, the treated water temperature T2 of the rear stage water tank 2, and the cooling water temperature TW are determined according to the relationship of the following formula. need to be satisfied.
式(4> 1 (5)における鋼帯の入側温度Ts、後
段水槽2の処理水温度T3の温度範囲に関しては、以下
の条件とする。Regarding the temperature range of the inlet side temperature Ts of the steel strip and the treated water temperature T3 of the downstream water tank 2 in equation (4>1 (5)), the following conditions are set.
後段水槽2の処理水温度T2については、通常鋼帯の最
終冷却温度を50’(以下にするため、処理水温は30
〜50℃に設定する。Regarding the temperature T2 of the treated water in the second stage water tank 2, the final cooling temperature of the steel strip is usually set to 50' (or less), so the temperature of the treated water is 30'.
Set to ~50°C.
鋼帯の入側温度T6については、鋼帯を前段水槽1に導
入する前に必要以上に冷却すると、水槽の処理水を高温
水として回収できないばかりか、第4図に示したように
350’Cの鋼帯を、110℃まで冷却するのにガスジ
ェット冷却装置な用いて冷却した場合、鋼帯の温度が1
50 ’C以下になると、必要電力量が非常に大きくな
り、冷却コストが増大するという不具合がおこり、また
、鋼帯の温度がaOO″C以上を越えて最終冷却を終え
ると、鋼帯の酸化皮膜が厚くなりテンパーカラーといわ
れる不良が発生する。Regarding the inlet temperature T6 of the steel strip, if the steel strip is cooled more than necessary before being introduced into the pre-stage water tank 1, not only will the treated water in the water tank not be recovered as high-temperature water, but the temperature will rise to 350' as shown in FIG. When the steel strip C is cooled down to 110℃ using a gas jet cooling device, the temperature of the steel strip is 110℃.
If the temperature drops below 50'C, the amount of electricity required becomes very large, causing problems such as increased cooling costs.Furthermore, if the temperature of the steel strip exceeds aOO'C and the final cooling is completed, the steel strip will be oxidized. The film becomes thicker and a defect called temper color occurs.
よって、鋼帯の入側温度Tsの下限を15t)″C1上
限を250”Cとする。Therefore, the lower limit of the steel strip entrance temperature Ts is set to 15t)''C1 and the upper limit is set to 250''C.
第5FgJは、鋼帯の入側温度Tsと後段水槽2の処理
水温度で、との関係を、前段水槽lの処理水温度TIを
パラメータとして示したグラフである。5th FgJ is a graph showing the relationship between the inlet temperature Ts of the steel strip and the temperature of the treated water in the rear water tank 2 using the treated water temperature TI of the front water tank 1 as a parameter.
この図では、後段水槽2に供給される冷却水温度Twが
25°Cの場合について示しており、前述したよう1.
=@帯の入側温度Ts、後段水槽2の処理水温度T、を
設定し、鋼帯を冷却することで前段水槽の処理水温度T
0が、ある決まった温度で安定することがわかる。This figure shows the case where the temperature Tw of the cooling water supplied to the rear water tank 2 is 25°C, and as described above, 1.
=@ Set the inlet temperature Ts of the band and the temperature T of the treated water in the second water tank 2, and cool the steel strip to reduce the temperature T of the treated water in the first water tank.
0 is stable at a certain temperature.
また、図中に示す斜線部は、先に述べた鋼帯の入側温度
T8、前段水槽1の処理水温度T0および後段水槽2の
処理水温度T、に灯する各条件2示した。Moreover, the shaded area shown in the figure indicates each condition 2 under which the temperature T8 on the inlet side of the steel strip, the temperature T0 of the treated water in the front water tank 1, and the temperature T of the treated water in the rear water tank 2 are set.
よって、式(4)、(5)より得られる下記式を満足す
る各条件を設定し、鋼帯の最終冷却を行えばよい ダ
。Therefore, the final cooling of the steel strip can be performed by setting conditions that satisfy the following equations obtained from equations (4) and (5).
のである。It is.
!実施例)
この発明による実施例について、鋼帯処理量Ws==1
00)ン/h、前段水槽1の処@温度?、=85℃およ
び後段水槽2°へ供給される冷却水温度Tw=25℃と
して、鋼帯の冷却を行った。! Example) Regarding the example according to the present invention, the steel strip processing amount Ws==1
00) n/h, temperature of front water tank 1? , = 85°C and the temperature of the cooling water supplied to the subsequent water tank 2° = 25°C, and the steel strip was cooled.
(ここテ鋼帯の比熱Op= 0.12 kca/ /
kg℃]実施例1
この発明に従う鋼帯の最終冷却に際し、後段水槽2の処
理水温度T、==40”(に設定し、冷却水温度Tw=
25°Cと共に演算装置14へ入力し、式(6)に基づ
く鋼帯の入側温度T6=220’Cを算出した。(Specific heat Op of the steel strip here = 0.12 kca/ /
kg°C] Example 1 During the final cooling of the steel strip according to the present invention, the temperature T of the treated water in the downstream water tank 2 was set to ==40'', and the temperature of the cooling water Tw =
This temperature was input to the calculation device 14 together with 25°C, and the entrance temperature T6 of the steel strip was calculated based on equation (6), which was 220'C.
上記条件による鋼帯の最終冷却で得られた結果は、前段
水槽1の処理水温度T□=85℃、冷却水供給iiw、
=aehン/h、得られた処理水量W、=86)ン/h
であった。The results obtained in the final cooling of the steel strip under the above conditions are that the temperature of the treated water in the front water tank 1 is T = 85°C, the cooling water is supplied iiw,
=aehn/h, obtained amount of treated water W, =86) n/h
Met.
実施例2
この発明に従う鋼帯の最終冷却に際し、鋼帯の入側温度
Ts=200’Cに設定し、冷却水温度T。Example 2 During the final cooling of the steel strip according to the present invention, the entrance side temperature of the steel strip is set to Ts=200'C, and the cooling water temperature is set to Ts.
225°Cと共に演算装置14へ入力し、式(6)に基
づく後段水槽2の処理水温度T、 = 41.5°Cを
算出した。225°C was input to the arithmetic unit 14, and the temperature T of the treated water in the rear water tank 2, = 41.5°C, was calculated based on equation (6).
上記条件による鋼帯の最、終冷却で、得られた結果は、
前段水槽1の処理水温度T、=85°C1冷却水供給1
!k W2= 31.2 )ン/h、得られた処理水量
W工=31.2)ン/hであった。The results obtained in the final cooling of the steel strip under the above conditions are as follows:
Treated water temperature T in front stage water tank 1, = 85°C1 Cooling water supply 1
! k W2 = 31.2) n/h, and the obtained amount of treated water W = 31.2) n/h.
比較例
従来の冷却方法により、鋼帯の入側温度Ts=200°
C1後段水槽2の処理水温度T、=40°Cと設定し、
式(1) 、 (2)に基づく、各水槽の供給量を算出
し、この条件に従い鋼帯の最終冷却を行った。Comparative example: By using the conventional cooling method, the entrance temperature of the steel strip is Ts=200°
The temperature of the treated water in C1 rear water tank 2 is set to T, = 40°C,
The supply amount for each water tank was calculated based on equations (1) and (2), and the final cooling of the steel strip was performed according to these conditions.
得られた結果は、前段水槽1の処理水温度T□=86°
C1冷却水供給竜W2=36)ン/h%前段水槽1へ供
給された処理水供給tit W、 = 31.2 )ン
/h、後段水槽2から排出される処理水量(W、 −w
、> =W、=4.8)ン/hであった。The obtained results show that the temperature of the treated water in the front water tank 1 is T□=86°
C1 Cooling water supply dragon W2 = 36) n/h% Treated water supply supplied to front stage water tank 1 W, = 31.2) n/h, amount of treated water discharged from rear stage water tank 2 (W, -w
, > = W, = 4.8) n/h.
表−1は以上の結果をまとめたものである。Table 1 summarizes the above results.
表−1
表−1に示したように、この発明による鋼帯の最終冷却
では、後段水槽2に供給される冷却水が、オーバフロー
により前段水槽1へ注湯されるため、後段水槽2からの
排水量W8;0であるのに灯し、従来の冷却方法では、
後段水槽1と前段水槽2との間に設置された冷却水供給
ポンプにより処理水の供給を行う以外はドレン管より排
出されるため−この場合、冷却水供給管W2=36)ン
/hに対し、85°Cの処理水として回収された処理水
酸W工=81.2)ン/hであり、4.8トン/hの処
理水が無駄に排出されたことになる。Table 1 As shown in Table 1, in the final cooling of the steel strip according to the present invention, the cooling water supplied to the rear water tank 2 is poured into the front water tank 1 due to overflow. Even though the displacement amount W8 is 0, the conventional cooling method
Except for supplying treated water by the cooling water supply pump installed between the rear stage water tank 1 and the front stage water tank 2, the water is discharged from the drain pipe - in this case, the cooling water supply pipe W2 = 36) n/h. On the other hand, the amount of treated water recovered as treated water at 85°C was 81.2 tons/h, meaning that 4.8 tons/h of treated water was wasted.
この発明による調帯の冷却方法により回収した処理水W
工は、従来の冷却方法に比較して、後段水槽2に供給さ
れた冷却水量を、すべて高渇水と 。Treated water W recovered by the method of cooling the belt according to the present invention
Compared to conventional cooling methods, the entire amount of cooling water supplied to the rear water tank 2 is reduced to a high level of drought.
して回収することができ、飛躍的に改善されたことがわ
かる。It can be seen that this was a dramatic improvement.
(発明の効果)
この発明によれば、−帯の最終冷却に使用する冷却水槽
の処理水量の大巾な節減と、処理水が得た鋼帯のもつ熱
量の有効利用ご図りながら、すべて品温水として回収す
ることがでさると共に、適切な鋼帯の冷却を実施するこ
とができる。(Effects of the invention) According to this invention, it is possible to greatly reduce the amount of water treated in the cooling water tank used for the final cooling of the strip, and to effectively utilize the heat of the steel strip obtained from the treated water. The hot water can be recovered and the steel strip can be appropriately cooled.
第1因は、この発明に従う鋼帯の冷却方法を示 1:す
図、
第2図、3図は、本発明に係わる他の実施例の演算装置
14の動作による制御を示す図、゛第4図は、鋼帯の入
側温度Tsと、必要電力との関係を表わすグラフ、
第5図は、鋼帯の入側温度T0と処理水温度T2との関
係分処理水温度T□をパラメータとして示したグラフで
ある。
1・・・前段水槽 2・・・後段水槽3・・・
鋼帯 4・・・温度検出器5・・・温度制
御装置 6・・・冷却帯7・・・冷却装置
8・・・温度検出器9・・・湿度側wJ装置 1
0・・・冷却水供給ポンプ11・・・冷却水供給管
12・・・温度検出器13・・・処理水回収管
14・・・演算装置第1図
第3図
第4図
T5(@C)
第5図The first factor is the method for cooling a steel strip according to the present invention. Figure 4 is a graph showing the relationship between the steel strip inlet temperature Ts and the required power, and Figure 5 shows the relationship between the steel strip inlet temperature T0 and the treated water temperature T2 using the treated water temperature T□ as a parameter. This is a graph shown as . 1... Front water tank 2... Back water tank 3...
Steel strip 4...Temperature detector 5...Temperature control device 6...Cooling zone 7...Cooling device
8...Temperature detector 9...Humidity side wJ device 1
0... Cooling water supply pump 11... Cooling water supply pipe
12... Temperature detector 13... Treated water recovery pipe
14... Arithmetic device Figure 1 Figure 3 Figure 4 T5 (@C) Figure 5
Claims (1)
冷却水槽に、順次鋼帯を通して最終冷却する冷却方法に
おいて、 冷却水槽直前に位置するラインの冷却帯に 設置した冷却装置によつて鋼帯を冷却すると共に、 冷却水槽の後段水槽へ、その水槽内処理水 温度に応じた給水を行い、冷却水槽の前段水槽には後段
水槽の処理水をオーバフローによる注湯を行い、 この間に、鋼帯の入側温度T_sと後段水槽の処理水温
度T_2を下記式の関係に従い制御し、前段水槽から高
温の処理水を回収する ことを特徴とする鋼帯の冷吸方法。 記 [(70−T_2)^2]/(T_2−T_w)+70
≦T_s≦[(100−T_2)^2]/(T_2−T
_w)+100ここでT_s:前段水槽への鋼帯の入側
温度(℃)T_2:後段水槽の処理水温度(℃) T_w:冷却水温度(℃)[Scope of Claims] 1. In a cooling method in which the steel strip is sequentially passed through cooling water tanks divided into multiple stages in a continuous processing or similar line for final cooling, the steel strip is installed in the cooling zone of the line located immediately before the cooling water tank. At the same time, water is supplied to the downstream tank of the cooling water tank according to the temperature of the treated water in that tank, and the treated water from the downstream tank is poured into the upstream tank of the cooling water tank by overflow. During this period, the temperature T_s on the inlet side of the steel strip and the temperature T_2 of the treated water in the downstream water tank are controlled in accordance with the relationship shown in the following equation, and the high temperature treated water is recovered from the downstream water tank. Method. Note [(70-T_2)^2]/(T_2-T_w)+70
≦T_s≦[(100-T_2)^2]/(T_2-T
_w) +100 where T_s: Temperature at the entrance of the steel strip to the front water tank (°C) T_2: Temperature of treated water in the rear water tank (°C) T_w: Cooling water temperature (°C)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22221984A JPS61104032A (en) | 1984-10-24 | 1984-10-24 | Method for cooling steel strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22221984A JPS61104032A (en) | 1984-10-24 | 1984-10-24 | Method for cooling steel strip |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61104032A true JPS61104032A (en) | 1986-05-22 |
| JPS6325060B2 JPS6325060B2 (en) | 1988-05-24 |
Family
ID=16778989
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22221984A Granted JPS61104032A (en) | 1984-10-24 | 1984-10-24 | Method for cooling steel strip |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61104032A (en) |
-
1984
- 1984-10-24 JP JP22221984A patent/JPS61104032A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6325060B2 (en) | 1988-05-24 |
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