CN102303051A - Pipe shape control method for rolling seamless steel pipe by using seven-frame tandem mill - Google Patents

Pipe shape control method for rolling seamless steel pipe by using seven-frame tandem mill Download PDF

Info

Publication number
CN102303051A
CN102303051A CN201110159899A CN201110159899A CN102303051A CN 102303051 A CN102303051 A CN 102303051A CN 201110159899 A CN201110159899 A CN 201110159899A CN 201110159899 A CN201110159899 A CN 201110159899A CN 102303051 A CN102303051 A CN 102303051A
Authority
CN
China
Prior art keywords
frame
drafts
roll
wall thickness
rolling
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
Application number
CN201110159899A
Other languages
Chinese (zh)
Other versions
CN102303051B (en
Inventor
李连进
付继成
王惠斌
潘道津
王岭松
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.)
Tianjin University of Commerce
Original Assignee
Tianjin University of Commerce
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 Tianjin University of Commerce filed Critical Tianjin University of Commerce
Priority to CN 201110159899 priority Critical patent/CN102303051B/en
Publication of CN102303051A publication Critical patent/CN102303051A/en
Application granted granted Critical
Publication of CN102303051B publication Critical patent/CN102303051B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The invention discloses a pipe shape control method for rolling a seamless steel pipe by using a seven-frame tandem mill, which aims to provide a control method for processing data by using on-line detection pipe shape information and controlling rolling parameters in real time by integrating thickness errors, ellipticity errors and straightness errors which influence pipe shapes so as to ensure the accuracy of the pipe shapes. The method comprises the following steps of: 1) presetting the rolling parameters; 2) calculating rolling reduction and rolling force according to actually-measured wall thickness, ellipticity and straightness, namely making the rolling reduction, the wall thickness errors, the ellipticity errors and the straightness errors form a matrix, simplifying the matrix to be a corresponding relationship between the rolling reduction and a single parameter by an elimination method, calculating the rolling reduction caused by the wall thickness errors, the rolling reduction caused by the ellipticity errors and the rolling reduction caused by the straightness errors respectively, and calculating the rolling force by using the sum of the calculated rolling reduction caused by the wall thickness errors, the ellipticity errors and the straightness errors; and 3) modifying the rolling force and roller gap numerical values in real time in the rolling process.

Description

Use the tubular control method of seven frame tandem mill rolling seamless steel pipes
Technical field
The present invention relates to a kind of tubular control method of seamless steel pipe.
Background technology
Seamless steel pipe is mainly used in fields such as energy development, communications and transportation, frame for movement, chemical plant installations.With the development of World Economics and production technology, industries such as oil and boiler improve constantly the seamless steel pipe quality requirement, and tubular ERROR CONTROL has become one of core technology of seamless steel tube production.The tubular of seamless steel pipe is important control index during steel pipe rolling is produced; Refer to thickness difference and straightness error and the ovality etc. of steel pipe at diverse location; Tubular error is mainly derived from variation, roll contact condition, the roll thermal deformation of error, the rolling tensile force of error, the roll of variation, the hollow billet material of roll-force, variation of roll gauge etc., and these parameters directly have influence on the tubular state and the roll goal of regulation and control of steel pipe.
Tubular control in the roll seamless steel tube process is comprehensive, a complicated process; Each link factor such as the roll shape of the roll in the production, rolling technological parameter, as-rolled condition variation all might have influence on the tubular quality of product, also has relation uncertain, non-linear, close coupling between each influence factor.At present, tubular control both domestic and external mainly is the independent control method of error.But,, influence control accuracy because there is interference each other in each error parameter.
Summary of the invention
The present invention is in order to overcome weak point of the prior art; Provide a kind of through the tubular information of online detection and carry out rational data; Tubular thickness error, ellipticity error and the straightness error of influence integrated; Be rolled the real-time control of parameter, guarantee the control method of tubular precision.
The present invention realizes through following technical proposals:
A kind of tubular control method of use seven frame tandem mill rolling seamless steel pipes is characterized in that, comprises the steps:
(1) rolling parameter presets:
(1) calculates the initial roll forming of roll, the wear extent and the roll heat distortion amount of roll;
(2) the comprehensive roll forming of calculating roll:
The initial roll forming of the roll that calculates in the step (1), the wear extent and the roll heat distortion amount of roll are carried out the comprehensive roll forming that the strain linear superposition obtains equivalence;
(3) calculate each frame export goal wall thickness, ovality and linearity;
(4) calculate the roll drafts:
In seven frame tandem mills, the roll drafts that 5%, the second frame to the, the five breast roller drafts that 35%, the six breast roller drafts that the first breast roller drafts accounts for overall reduction accounts for overall reduction are 15%, the seven frame of overall reduction is zero;
(5) calculate the roll-force of each frame:
p i ( k ) = p ‾ 1 , i ( k ) · F 1 , i ( k ) + p ‾ 2 , i ( k ) · F 2 , i ( k ) - - - ( 1 )
In the formula (1):
p i(k) be the roll-force of i frame k rolling cycle;
Figure BDA0000068392480000022
for the i-th frame k reducing region's first rolling cycle average unit force;
F L, i(k) be the floor projection of contact area of the k rolling cycle of i frame diameter reducing area;
Figure BDA0000068392480000023
for the i-th frame minus the first wall region k rolling cycle average unit force;
F 2, i(k) be the floor projection of contact area of the k rolling cycle of i frame wall-thickness reduction zone;
(2) wall thickness, ovality and the linearity according to actual measurement calculates rolling drafts and roll-force:
(1) the detection FEEDBACK CONTROL of wall thickness deflection
Adopt the ultrasonic thickness appearance to measure the actual wall thickness value of the first six frame exit steel pipe of tandem mill; With the deviation of the actual wall thickness value of steel pipe measured and target wall thickness value as the wall thickness difference; Employing is based on the rolling drafts of each frame of algorithm computation tandem rolling unit of Digital PID Controller, and computing formula is following:
e i(k)=ξ·[r i(k)-y act,i(k)] (2)
In the formula (2), e i(k) be the wall thickness difference of the k control cycle of i frame;
r i(k) be the target wall thickness of i frame;
y Act, i(k) be the actual wall thickness of the k control cycle of i frame;
ξ is the wall thickness deflection adjustment factor, gets 0.6-0.9;
Δ e i ( k ) = c i · [ c PF , i ( k ) + c IF , i · Σ j = 0 k e i ( j ) c BF , i ] - - - ( 3 )
In the formula (3), Δ e i(k) be the drafts of the k control cycle wall thickness deflection feedback adjusting of i frame;
c iBe the wall thickness deflection feedback control model adjustment coefficient of i frame, span is 0.52-0.61;
c PF, i(k) be the wall thickness deflection feedback proportional coefficient of i frame k control cycle, span is 0.23-0.27;
c IF, iBeing the wall thickness deflection feedback integral coefficient of i frame, is 0.9 when j=i, and all the other are 0.2;
c BF, iBe the influence coefficient of the drafts of i frame to wall thickness deflection, span is 1.0-1.25;
(2) the detection FEEDBACK CONTROL of ellipticity error
Measure the difference acquisition ovality of the maximum gauge and the minimum diameter of tandem mill the 6th frame and the 7th frame exit seamless steel pipe through the misalignment measurement appearance that is installed in tandem mill the 6th frame and the 7th frame exit; Deviation with actual ovality of detected steel pipe and target ovality value is a foundation; Calculate the drafts of each frame of tandem rolling unit, computing formula is following:
ΔR i(k)=α·[R i(k)-r act,i(k)] (4)
In the formula (4), Δ R i(k) be the ovality difference of the k control cycle of i frame;
R i(k) be the target ovality of i frame;
r Act, i(k) be the actual ovality of the k control cycle of i frame;
α is the ellipticity error adjustment factor, and span is 0.34-0.39;
Δ y i ( k ) = m i · [ m PF , i ( k ) + m IF , i · Σ j = 0 k Δ R i ( j ) m BF , i ] - - - ( 5 )
In the formula (5), Δ y i(k) be the drafts of the k control cycle ellipticity error feedback adjusting of i frame;
m iBe the ellipticity error feedback control model adjustment coefficient of i frame, span is 0.25-0.31;
m PF, i(k) be the ellipticity error feedback proportional coefficient of i frame k control cycle, span is 0.18-0.23;
m IF, iBeing the ellipticity error feedback integral coefficient of i frame, is 0.8 when j=i, and all the other are 0.13;
m BF, iBe the influence coefficient of the drafts of i frame to ellipticity error, span is 1.5-2.1;
(3) the detection FEEDBACK CONTROL of straightness error
At the 5th frame, the 6th frame and the 7th frame exit difference setting-up eccentricity measuring instrument; Measure the tube core position of seamless steel pipe through the misalignment measurement appearance; The tube core position that connects each measurement point; Obtain steel pipe actual flexion value; Deviation with the target bending value of detected steel pipe actual flexion value and steel pipe is a foundation; Calculate the drafts of tandem rolling unit the 6th frame, computing formula is following:
γ i(k)=η·[θ i(k)-φ act,i(k)] (6)
In the formula (6), γ i(k) be the linearity difference of the k control cycle of i frame;
θ i(k) be the target line degree of i frame;
φ Act, i(k) be the actual linearity of the k control cycle of i frame;
η is the straightness error adjustment factor, and span is 0.67-0.75;
Δ γ i ( k ) = n i · [ n PF , i ( k ) + n IF , i · Σ j = 0 k Δ γ i ( j ) n BF , i ] - - - ( 7 )
In the formula (7), Δ γ i(k) be the drafts of the k control cycle straightness error feedback adjusting of i frame;
n iBe the straightness error feedback control model adjustment coefficient of i frame, it is 0.37-0.43 for span;
n PF, i(k) be the straightness error feedback proportional coefficient of i frame k control cycle, span is 0.16-0.21;
n IF, iBeing the straightness error feedback integral coefficient of i frame, is 0.8 when j=i, and all the other are 0.23;
n BF, iBe the influence coefficient of the drafts of i frame to straightness error, span is 1.1-1.3;
(4) decoupling zero control
Drafts that step (1), step (2) and step (3) are obtained and wall thickness difference, ovality difference, three parameters of linearity difference are formed matrix, and are as follows:
a 1,1 a 1,2 a 1,3 a 2,1 a 2,2 a 2,3 a 3,1 a 3,2 a 3,3 e i ( k ) Δ R i ( k ) γ i ( k ) = Δ e i ( k ) Δ y i ( k ) Δ γ i ( k ) - - - ( 8 )
In the formula (8):
e i(k) be the wall thickness difference of the k control cycle of i frame;
Δ R i(k) be the ovality difference of the k control cycle of i frame;
γ i(k) be the linearity difference of the k control cycle of i frame;
Δ e i(k) be the drafts of the k control cycle wall thickness deflection feedback adjusting of i frame;
Δ y i(k) be the drafts of the k control cycle ellipticity error feedback adjusting of i frame;
Δ γ i(k) be the drafts of the k control cycle straightness error feedback adjusting of i frame;
a 1,1Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iξ multiplies each other with the wall thickness deflection adjustment factor;
a 1,2Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iWall thickness deflection feedback proportional coefficient c with the i frame PF, i(k) multiply each other;
a 1,3Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iWall thickness deflection feedback proportional coefficient c with the i frame PF, i(k) multiply each other, again divided by the drafts of i frame influence coefficient c to wall thickness deflection BF, i
a 2,1It is the ellipticity error feedback control model adjustment Coefficient m of i frame iEllipticity error feedback proportional Coefficient m with the i frame PF, i(k) product;
a 2,2It is the ellipticity error feedback control model adjustment Coefficient m of i frame iProduct with ellipticity error adjustment factor α;
a 2,3It is the ellipticity error feedback control model adjustment Coefficient m of i frame iWith the product of ellipticity error adjustment factor α, again divided by the drafts of i frame influence coefficient m to ellipticity error BF, i
a 3,1Be the straightness error feedback control model adjustment coefficient n of i frame iStraightness error feedback proportional coefficient n with the i frame PF, i(k) product is again divided by the drafts of the i frame influence coefficient n to straightness error BF, i
a 3,2Be the straightness error feedback control model adjustment coefficient n of i frame iStraightness error feedback proportional coefficient n with the i frame PF, i(k) product;
a 3,3Be the straightness error feedback control model adjustment coefficient n of i frame iProduct with straightness error adjustment factor η;
Adopt the elimination be reduced to drafts respectively with the corresponding relation of single parameter, calculate the drafts that drafts that the wall thickness deflection of i frame k control cycle causes, drafts that ellipticity error causes and straightness error cause respectively;
The drafts sum that the drafts that causes with the wall thickness deflection that calculates, the drafts that ellipticity error causes and straightness error cause is calculated the roll-force of each frame of k control cycle as drafts;
(3) in the operation of rolling, revise roll-force and roll gap numerical value in real time
(1) roll-force FEEDBACK CONTROL Mathematical Modeling is:
ΔF Bi=k ali·k FF·ΔF Ri (9)
In the formula (9), Δ F BiBe the roll-force regulated quantity of i frame, i is a shelf number;
k AliBeing the roll-force feedback control model adjustment coefficient of i frame, is 0.9 during i=1, is 0.65 during i=2, is 0.65 during i=3, is 0.65 during i=4, is 0.65 during i=5, is 0.65 during i=6, is 0.1 during i=7;
k FFBeing roll-force feedback control model coefficient, is 0.5;
Δ F RiBe the roll-force variable quantity of i frame, promptly the roll-force of the k control cycle that is calculated by formula (1) and the actual roll-force of (k-1) control cycle is poor;
As Δ F BiNumerical value greater than 5% o'clock of (k-1) actual roll-force of rolling cycle, get Δ F BiBe 5% of (k-1) actual roll-force of rolling cycle, as Δ F BiNumerical value be less than or equal to 5% o'clock of (k-1) actual roll-force of rolling cycle, the roll-force of getting the k control cycle that calculates in the decoupling zero control of (4) step of step (two) is as new roll-force;
(2) roll gap FEEDBACK CONTROL Mathematical Modeling is:
Δδ Bi=k gδi·k δδ·Δδ Ri (10)
In the formula (10), Δ δ BiBe the roll gap regulated quantity of i frame, i is a shelf number;
k G δ iBeing the roll gap control model adjustment coefficient of i frame, is 0.8 during i=1, is 0.54 during i=2, is 0.54 during i=3, is 0.54 during i=4, is 0.54 during i=5, is 0.54 during i=6, is 0.1 during i=7;
k δ δBeing roll gap feedback model coefficient, is 1.0;
Δ δ RiBe the roll gap variable quantity of i frame, i.e. the drafts sum that causes of the drafts that causes of the wall thickness deflection of the i frame k control cycle of Ji Suaning, drafts that ellipticity error causes and straightness error and the difference of the actual drafts of (k-1) control cycle;
As Δ δ BiNumerical value greater than 3% o'clock of (k-1) actual drafts of rolling cycle, make Δ δ BiEqual (k-1) rolling cycle actual drafts 3%; As Δ δ BiNumerical value be less than or equal to 3% o'clock of (k-1) actual drafts of rolling cycle, the rolling drafts sum of getting drafts that drafts that the wall thickness deflection of the i frame k control cycle that calculates in the decoupling zero control of (4) step of step (two) causes, drafts that ellipticity error causes and straightness error cause and (k-1) rolling cycle reality is as new rolling drafts.
The present invention has following technique effect:
1, control method of the present invention is through the tubular information of online detection and carry out rational data; Tubular thickness error, ellipticity error and the straightness error of influence integrated the drafts of each roll of control; Avoided each error to control the interference that causes separately; The tubular precision of the seamless steel pipe that obtains is high; Simultaneously; Avoid drafts adjustment unnecessary in the control procedure, reduced energy consumption.
2, the wearing and tearing of control method of the present invention through initial roll forming and roll, thermal deformation comprehensive, the compensation roll deformation is to the influence of rolling accuracy.
3, control method of the present invention can controlled rolling power through rolling force model and Rolling roller slit die type and the fluctuation of rolling the drafts mill speed and the tubular sudden change that cause.
4, the dynamic tubular control technology of rolling drafts and roll-force control technology can compare according to actual value and the tubular value of target that measurement result calculates; Obtain one group of deviation; Through 7 rolls of regulating and control separately; Apply corresponding rolling drafts and roll-force to roll respectively; Carry out high-precision tubular control; Mainly can eliminate the pipe defective of symmetry and asymmetry, dynamic high precision control is tubular, and tubular precision is high.
The specific embodiment
Below in conjunction with specific embodiment the present invention is elaborated.
Embodiment:
The basic geometric parameters of seamless steel pipe:
Body external diameter: D=244.5mm; Body external diameter permissible variation: (1.0%~+ 1.0%) D;
Body wall thickness: t=15.11mm; Body wall thickness permissible variation: (12.0%~+ 12.0%) t;
Sleeve pipe ovality: ovality≤1.0%D;
The body flexibility is not more than steel pipe total length 0.50%; The pipe end flexibility is not more than 1.5mm/m.
The strand size:
According to final products specification Φ 244.5mm * 13.84mm, the strand of design is of a size of: Φ 310mm.
Roll adopts cast steel, and material behavior is seen shown in the table 1.
Table 1 material behavior
Figure BDA0000068392480000061
The temperature of the operation of rolling is 1100 ℃.
The speed of first roll is 1.59956m/s, and the hollow forging initial velocity is 1.5m/s, and the speed of the 7th roll is 3.28474m/s.
The employed seven frame tandem mills of the tubular control method of seamless steel pipe of the present invention are separately installed with the ultrasonic thickness appearance in the exit of the first six frame, with the wall-thickness measurement difference.Be separately installed with the difference misalignment measurement appearance that is used to measure maximum gauge and minimum diameter in the 6th frame and the 7th frame exit, be separately installed with the misalignment measurement appearance of measuring seamless steel pipe tube core position in the exit of the 5th frame, the 6th frame and the 7th frame.
The present invention uses the tubular control method of seven frame tandem mill rolling seamless steel pipes, comprises the steps:
(1) rolling parameter presets:
1, adopt conventional method to calculate the initial roll forming of roll, the wearing and tearing and the roll thermal deformation of roll
(1) initial roll forming is according to the axial distance z of roll arbitrfary point in each frame i, the roll arbitrfary point radius of curvature ρ iRadius R with the roll arbitrfary point iBetween relation calculate according to conventional method, wherein, i is a shelf number.Dimension of roller is seen table 2.
Table 2
Figure BDA0000068392480000071
(2) wearing and tearing of the roll that causes of this production before rolling are calculated and are adopted empirical model, and the formula of place, summit wear extent that calculates roll according to rolling drafts, mill speed, dimension of roller, chilling temperature etc. is following:
Y i = W · e f i T P i L i · B i · ( 1 - Δ V i V i ) - - - ( 1 )
In the formula (1): P iThe pressure of i frame when rolling, N;
L iThe contact arc length of i frame when rolling, m;
B iThe steel pipe broadening of i frame when rolling, m;
Steel pipe moved needed power, N when W was rolling;
Rolling temperature when T is rolling, ℃;
f iWhen rolling, the roll of i frame and the coefficient of kinetic friction between the steel pipe;
Δ V iThe roll of i frame and the relative sliding velocity between the steel pipe when rolling, m/s;
V iThe speed of i breast roller when rolling, m/s;
By rolling 2 tons of calculating, the rolling wear extent on the first breast roller summit of being confirmed by formula is:
Ten thousand tons of topping roll: Y=1.4285mm/, ten thousand tons of bottom roll: Y=1.0375mm/
The wear extent at roll gap place all is taken as 1/3 of summit wear extent by actual measurement and experience, and roll summit of this frame and the wear extent between the roll gap place are linear distribution; The wear extent of all the other frames is by formula calculated respectively, and the wearing and tearing between summit and the rod seam distribute and are thought of as linearity.
(3) heat distortion amount of roll is influenced by the thermal coefficient of expansion of rolling temperature and roll material, adopts conventional finite element method to calculate.
2, calculate the comprehensive roll forming of roll
The initial roll forming of the roll that calculates in the step 1, the wear extent and the roll heat distortion amount of roll are carried out the comprehensive roll forming that the strain linear superposition obtains equivalence.
3, adopt conventional method to calculate each frame export goal wall thickness, ovality and linearity
The wall thickness of each frame is controlled to be:
The wall thickness control range of first frame: 24.58-28.58mm
The wall thickness control range of second frame: 22.91-24.96mm
The wall thickness control range of the 3rd frame: 19.38-23.18mm
The wall thickness control range of the 4th frame: 17.63-19.64mm
The wall thickness control range of the 5th frame: 14.88-16.98mm
The wall thickness control range of the 6th frame: 14.76-15.81mm
The wall thickness control range of the 7th frame: 14.66-15.56mm
Sleeve pipe ovality control: the 6th frame control :≤1.5%D; The 7th frame control≤0.25%D;
Body linearity: the 5th frame≤1.5mm/m; The 6th frame control≤0.9mm/m; The 7th frame control≤0.3mm/m.
4, the calculating of roll drafts
In seven frame tandem mills, the roll drafts that 5%, the second frame to the, the five breast roller drafts that 35%, the six breast roller drafts that the first breast roller drafts accounts for overall reduction accounts for overall reduction are 15%, the seven frame of overall reduction is zero.In the present embodiment, the first frame 6.17mm, the second frame 2.65mm, the 3rd frame 2.65mm, the 4th frame 2.65mm, the 5th frame 2.65mm, the 6th frame 0.87mm and the 7th frame 0.0mm.
5, adopt conventional method to calculate the roll-force of each frame
p i ( k ) = p ‾ 1 , i ( k ) · F 1 , i ( k ) + p ‾ 2 , i ( k ) · F 2 , i ( k ) - - - ( 2 )
In the formula (2):
p i(k) be the roll-force of i frame k rolling cycle;
Figure BDA0000068392480000082
for the i-th frame k reducing region's first rolling cycle average unit forces, Mpa;
F 1, i(k) be the floor projection of contact area of the k rolling cycle of i frame diameter reducing area, m 2
Figure BDA0000068392480000083
for the i-th frame minus the first wall region k rolling cycle average unit forces, Mpa;
F 2, i(k) be the floor projection of contact area of the k rolling cycle of i frame wall-thickness reduction zone, m 2
The control of each frame roll-force:
First roll-force control target is 2800kN; Second frame roll-force control target is 1960kN; The 3rd roll-force control target is 1170kN; The 4th roll-force control target is 850kN; The 5th roll-force control target is 600kN; The 6th roll-force control target is 350kN, and the 7th roll-force control target is 320kN.
(2) wall thickness, ovality and the linearity according to actual measurement calculates rolling drafts and roll-force
1, the detection FEEDBACK CONTROL of wall thickness deflection
Adopt the ultrasonic thickness appearance to measure the actual wall thickness value of tandem mill each frame exit steel pipe of the first six frame; With the deviation of the actual wall thickness value of steel pipe measured and target wall thickness value as wall thickness deflection; Employing is based on the rolling drafts of each frame of algorithm adjustment tandem rolling unit of Digital PID Controller, and computing formula is following:
e i(k)=ξ·[r i(k)-y act,i(k)] (3)
In the formula (3), e i(k) be the wall thickness difference of the k control cycle of i frame;
r i(k) be the target wall thickness of i frame;
y Act, i(k) be the actual wall thickness of the k control cycle of i frame;
ξ is the wall thickness deflection adjustment factor, can get 0.6-0.9, and rigidity is big, get big value when temperature is low, and rigidity is little, get the small value when temperature is high, and ξ is 0.8 in the present embodiment.
Δ e i ( k ) = c i · [ c PF , i ( k ) + c IF , i · Σ j = 0 k e i ( j ) c BF , i ] - - - ( 4 )
In the formula (4), Δ e i(k) be the drafts of the k control cycle wall thickness deflection feedback adjusting of i frame;
c iBe the wall thickness deflection feedback control model adjustment coefficient of i frame, get 0.58 in the present embodiment;
c PF, i(k) be the wall thickness deflection feedback proportional coefficient of i frame k control cycle, get 0.25 in the present embodiment;
c IF, iBeing the wall thickness deflection feedback integral coefficient of i frame, is 0.9 when j=i, and all the other are 0.2;
c BF, iBe the influence coefficient of the drafts of i frame, get 1.25 in the present embodiment wall thickness deflection.
2, the detection FEEDBACK CONTROL of ellipticity error
Measure the difference acquisition ovality of the maximum gauge and the minimum diameter of tandem mill the 6th frame and the 7th frame exit seamless steel pipe through the misalignment measurement appearance that is installed in tandem mill the 6th frame and the 7th frame exit; Deviation with actual ovality of detected steel pipe and target ovality value is a foundation; The drafts of each frame of adjustment tandem rolling unit, computing formula is following:
ΔR i(k)=α·[R i(k)-r act,i(k)] (5)
In the formula (5), Δ R i(k) be the ovality difference of the k control cycle of i frame;
R i(k) be the target ovality of i frame;
r Act, i(k) be the actual ovality of the k control cycle of i frame;
α is the ellipticity error adjustment factor, gets 0.38 in the present embodiment;
Δ y i ( k ) = m i · [ m PF , i ( k ) + m IF , i · Σ j = 0 k Δ R i ( j ) m BF , i ] - - - ( 6 )
In the formula (6),
Δ y i(k) be the drafts of the k control cycle ellipticity error feedback adjusting of i frame;
m iBe the ellipticity error feedback control model adjustment coefficient of i frame, present embodiment gets 0.29;
m PF, i(k) be the ellipticity error feedback proportional coefficient of i frame k control cycle, present embodiment gets 0.20;
m IF, iBeing the ellipticity error feedback integral coefficient of i frame, is 0.8 when j=i, and all the other are 0.13;
m BF, iBe the influence coefficient of the drafts of i frame to ellipticity error, present embodiment gets 2.0.
3, the detection FEEDBACK CONTROL of straightness error
At the 5th frame, the 6th frame and the 7th frame exit difference setting-up eccentricity measuring instrument; Measure the tube core position of seamless steel pipe through the misalignment measurement appearance; The tube core position that connects each measurement point; Obtain steel pipe actual flexion value; Deviation with the target bending value of detected steel pipe actual flexion value and steel pipe is a foundation; The drafts of adjustment tandem rolling unit the 6th frame; Make the 6th breaker roll pair and the 5th breaker roll and the 7th breaker roll form difference in height; Make seamless steel pipe produce plastic deformation to eliminate bending error, computing formula is following:
γ i(k)=η·[θ i(k)-φ act,i(k)] (7)
In the formula (7), γ i(k) be the linearity difference of the k control cycle of i frame;
θ i(k) be the target line degree of i frame;
φ Act, i(k) be the actual linearity of the k control cycle of i frame;
η is the straightness error adjustment factor, gets 0.72 in the present embodiment;
Δ γ i ( k ) = n i · [ n PF , i ( k ) + n IF , i · Σ j = 0 k Δ γ i ( j ) n BF , i ] - - - ( 8 )
In the formula (8), Δ γ i(k) be the drafts of the k control cycle straightness error feedback adjusting of i frame;
n iBe the straightness error feedback control model adjustment coefficient of i frame, get 0.40 in the present embodiment;
n PF, i(k) be the straightness error feedback proportional coefficient of i frame, get 0.20 in the present embodiment;
n IF, iBeing the straightness error feedback integral coefficient of i frame, is 0.8 when j=i, and all the other are 0.23;
n BF, iBe the influence coefficient of the drafts of i frame, get 1.2 in the present embodiment straightness error.
4, decoupling zero control
(1) drafts that step 1, step 2 and step 3 are obtained and wall thickness deflection, ellipticity error, three parameters of straightness error are formed matrix,
a 1,1 a 1,2 a 1,3 a 2,1 a 2,2 a 2,3 a 3,1 a 3,2 a 3,3 e i ( k ) Δ R i ( k ) γ i ( k ) = Δ e i ( k ) Δ y i ( k ) Δ γ i ( k ) - - - ( 9 )
In the formula (9),
e i(k) be the wall thickness difference of the k control cycle of i frame;
Δ R i(k) be the ovality difference of the k control cycle of i frame;
γ i(k) be the linearity difference of the k control cycle of i frame;
Δ e i(k) be the drafts of the k control cycle wall thickness deflection feedback adjusting of i frame;
Δ y i(k) be the drafts of the k control cycle ellipticity error feedback adjusting of i frame;
Δ γ i(k) be the drafts of the k control cycle straightness error feedback adjusting of i frame;
a 1,1Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iξ multiplies each other with the wall thickness deflection adjustment factor, c i=0.58, ξ=0.8;
a 1,2Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iWall thickness deflection feedback proportional coefficient c with the i frame PF, i(k) multiply each other c i=0.58, c PF, i(k)=0.25;
a 1,3Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iWall thickness deflection feedback proportional coefficient c with the i frame PF, i(k) multiply each other, divided by the drafts of i frame influence coefficient c to wall thickness deflection BF, i, c i=0.58, c PF, i(k)=0.25, c BF, i=1.25;
a 2,1It is the ellipticity error feedback control model adjustment Coefficient m of i frame iEllipticity error feedback proportional Coefficient m with the i frame PF, i(k) product, m i=0.29, m PF, i(k)=0.20;
a 2,2It is the ellipticity error feedback control model adjustment Coefficient m of i frame iWith the product of ellipticity error adjustment factor α, m i=0.29, α=0.38;
a 2,3It is the ellipticity error feedback control model adjustment Coefficient m of i frame iWith the product of ellipticity error adjustment factor α, divided by the drafts of i frame influence coefficient m to ellipticity error BF, i, m i=0.29, α=0.38, m BF, i=2.0;
a 3,1Be the straightness error feedback control model adjustment coefficient n of i frame iStraightness error feedback proportional coefficient n with the i frame PF, i(k) product is divided by the drafts of the i frame influence coefficient n to straightness error BF, i, n i=0.40, n PF, i(k)=0.20), n BF, i=1.2;
a 3,2Be the straightness error feedback control model adjustment coefficient n of i frame iStraightness error feedback proportional coefficient n with the i frame PF, i(k) product, n i=0.40, n PF, i(k)=0.20;
a 3,3Be the straightness error feedback control model adjustment coefficient n of i frame iWith the product of straightness error adjustment factor η, n i=0.40, η=0.72.
The matrix of present embodiment is:
0.58 × 0.80 0.58 × 0.25 0.58 × 0.25 / 1.25 0.29 × 0.20 0.29 × 0.38 0.29 × 0.38 / 2.00 0.40 × 0.20 / 1.20 0.40 × 0.20 0.40 × 0.72 e i ( k ) Δ R i ( k ) γ i ( k ) = Δ e i ( k ) Δ y i ( k ) Δ γ i ( k ) - - - ( 9 - 1 )
Adopt the elimination be reduced to drafts respectively with the corresponding relation of single parameter, calculate the drafts that drafts that the wall thickness deflection of i frame k control cycle causes, drafts that ellipticity error causes and straightness error cause respectively;
The drafts sum that the drafts that causes with the wall thickness deflection that calculates, the drafts that ellipticity error causes and straightness error cause is as drafts; With the contact pressure and the contact area of plastoelasticity formula (conventional computational methods) calculating roll and steel pipe, calculate the roll-force of each frame of k control cycle at last with conventional computational methods.
(3) in the operation of rolling, revise roll-force and roll gap numerical value in real time
1, roll-force FEEDBACK CONTROL Mathematical Modeling does
ΔF Bi=k ali·k FF·ΔF Ri (10)
In the formula (10),
Δ F BiBe the roll-force regulated quantity of i frame, i is a shelf number;
k AliBeing the roll-force feedback control model adjustment coefficient of i frame, is 0.9 during i=1, is 0.65 during i=2, is 0.65 during i=3, is 0.65 during i=4, is 0.65 during i=5, is 0.65 during i=6, is 0.1 during i=7.
k FFBeing roll-force feedback control model coefficient, is 0.5;
Δ F RiBe the roll-force variable quantity of i frame, promptly adopt actual roll-force poor of roll-force and (k-1) control cycle of the k control cycle that formula (2) calculates;
As Δ F BiNumerical value greater than 5% o'clock of (k-1) actual roll-force of rolling cycle, get Δ F BiBe 5% of (k-1) actual roll-force of rolling cycle, as Δ F BiNumerical value be less than or equal to 5% o'clock of (k-1) actual roll-force of rolling cycle, the roll-force of getting the k control cycle that calculates in the decoupling zero control of the 4th step of step (two) is as new roll-force.
2, roll gap FEEDBACK CONTROL Mathematical Modeling does
Δδ Bi=k gδi·k δδ·Δδ Ri (11)
In the formula (11), Δ δ BiBe the roll gap regulated quantity of i frame, i=1,2 ..., 7, be shelf number;
k G δ iBeing the roll gap control model adjustment coefficient of i frame, is 0.8 during i=1, is 0.54 during i=2, is 0.54 during i=3, is 0.54 during i=4, is 0.54 during i=5, is 0.54 during i=6, is 0.1 during i=7.
k δ δBeing roll gap feedback model coefficient, is 1.0;
Δ δ RiBe the roll gap variable quantity of i frame, i.e. the drafts sum that causes of the drafts that causes of the wall thickness deflection of the i frame k control cycle of Ji Suaning, drafts that ellipticity error causes and straightness error and the difference of the actual drafts of (k-1) control cycle;
As Δ δ BiNumerical value greater than 3% o'clock of (k-1) actual drafts of rolling cycle, make Δ δ BiEqual (k-1) rolling cycle actual drafts 3%; As Δ δ BiNumerical value be less than or equal to 3% o'clock of (k-1) actual drafts of rolling cycle, the rolling drafts sum of getting drafts that drafts that the wall thickness deflection of the i frame k control cycle that calculates in the decoupling zero control of the 4th step of step (two) causes, drafts that ellipticity error causes and straightness error cause and (k-1) rolling cycle reality is as new rolling drafts.
After adopting above-mentioned control method rolling, divide the finished product seamless steel pipe of 25 batches of different heats of sampling, get 760 appearance pipes altogether, the geometry of having tested body.After the test, the check data of geometry has been carried out statistical analysis.Seamless steel pipe has good shape, and maximum linear degree error is below 0.6mm/m; Maximum ovality is below 0.35%; The maximum gauge error is below 0.5%D; The thickest error is below 5.0%t.

Claims (1)

1. a tubular control method of using seven frame tandem mill rolling seamless steel pipes is characterized in that, comprises the steps:
(1) rolling parameter presets:
(1) calculates the initial roll forming of roll, the wear extent and the roll heat distortion amount of roll;
(2) the comprehensive roll forming of calculating roll:
The initial roll forming of the roll that calculates in the step (1), the wear extent and the roll heat distortion amount of roll are carried out the comprehensive roll forming that the strain linear superposition obtains equivalence;
(3) calculate each frame export goal wall thickness, ovality and linearity;
(4) calculate the roll drafts:
In seven frame tandem mills, the roll drafts that 5%, the second frame to the, the five breast roller drafts that 35%, the six breast roller drafts that the first breast roller drafts accounts for overall reduction accounts for overall reduction are 15%, the seven frame of overall reduction is zero;
(5) calculate the roll-force of each frame:
p i ( k ) = p ‾ 1 , i ( k ) · F 1 , i ( k ) + p ‾ 2 , i ( k ) · F 2 , i ( k ) - - - ( 1 )
In the formula (1):
p i(k) be the roll-force of i frame k rolling cycle;
Figure FDA0000068392470000012
is the i-frame k reducing region's first rolling cycle average unit force;
F 1, i(k) be the floor projection of contact area of the k rolling cycle of i frame diameter reducing area;
Figure FDA0000068392470000013
is the i-frame wall region of k minus the rolling cycle average unit force;
F 2, i(k) be the floor projection of contact area of the k rolling cycle of i frame wall-thickness reduction zone;
(2) wall thickness, ovality and the linearity according to actual measurement calculates rolling drafts and roll-force:
(1) the detection FEEDBACK CONTROL of wall thickness deflection
Adopt the ultrasonic thickness appearance to measure the actual wall thickness value of the first six frame exit steel pipe of tandem mill; With the deviation of the actual wall thickness value of steel pipe measured and target wall thickness value as the wall thickness difference; Employing is based on the rolling drafts of each frame of algorithm computation tandem rolling unit of Digital PID Controller, and computing formula is following:
e i(k)=ξ·[r i(k)-y act,i(k)] (2)
In the formula (2), e i(k) be the wall thickness difference of the k control cycle of i frame;
r i(k) be the target wall thickness of i frame;
y Act, i(k) be the actual wall thickness of the k control cycle of i frame;
ξ is the wall thickness deflection adjustment factor, gets 0.6-0.9;
Δ e i ( k ) = c i · [ c PF , i ( k ) + c IF , i · Σ j = 0 k e i ( j ) c BF , i ] - - - ( 3 )
In the formula (3), Δ e i(k) be the drafts of the k control cycle wall thickness deflection feedback adjusting of i frame;
c iBe the wall thickness deflection feedback control model adjustment coefficient of i frame, span is 0.52-0.61;
c PF, i(k) be the wall thickness deflection feedback proportional coefficient of i frame k control cycle, span is 0.23-0.27;
c IF, iBeing the wall thickness deflection feedback integral coefficient of i frame, is 0.9 when j=i, and all the other are 0.2;
c BF, iBe the influence coefficient of the drafts of i frame to wall thickness deflection, span is 1.0-1.25;
(2) the detection FEEDBACK CONTROL of ellipticity error
Measure the difference acquisition ovality of the maximum gauge and the minimum diameter of tandem mill the 6th frame and the 7th frame exit seamless steel pipe through the misalignment measurement appearance that is installed in tandem mill the 6th frame and the 7th frame exit; Deviation with actual ovality of detected steel pipe and target ovality value is a foundation; Calculate the drafts of each frame of tandem rolling unit, computing formula is following:
ΔR i(k)=α·[R i(k)-r act,i(k)] (4)
In the formula (4), Δ R i(k) be the ovality difference of the k control cycle of i frame;
R i(k) be the target ovality of i frame;
r Act, i(k) be the actual ovality of the k control cycle of i frame;
α is the ellipticity error adjustment factor, and span is 0.34-0.39;
Δ y i ( k ) = m i · [ m PF , i ( k ) + m IF , i · Σ j = 0 k Δ R i ( j ) m BF , i ] - - - ( 5 )
In the formula (5), Δ y i(k) be the drafts of the k control cycle ellipticity error feedback adjusting of i frame;
m iBe the ellipticity error feedback control model adjustment coefficient of i frame, span is 0.25-0.31;
m PF, i(k) be the ellipticity error feedback proportional coefficient of i frame k control cycle, span is 0.18-0.23;
m IF, iBeing the ellipticity error feedback integral coefficient of i frame, is 0.8 when j=i, and all the other are 0.13;
m BF, iBe the influence coefficient of the drafts of i frame to ellipticity error, span is 1.5-2.1;
(3) the detection FEEDBACK CONTROL of straightness error
At the 5th frame, the 6th frame and the 7th frame exit difference setting-up eccentricity measuring instrument; Measure the tube core position of seamless steel pipe through the misalignment measurement appearance; The tube core position that connects each measurement point; Obtain steel pipe actual flexion value; Deviation with the target bending value of detected steel pipe actual flexion value and steel pipe is a foundation; Calculate the drafts of tandem rolling unit the 6th frame, computing formula is following:
γ i(k)=η·[θ i(k)-φ act,i(k)] (6)
In the formula (6), γ i(k) be the linearity difference of the k control cycle of i frame;
θ i(k) be the target line degree of i frame;
φ Act, i(k) be the actual linearity of the k control cycle of i frame;
η is the straightness error adjustment factor, and span is 0.67-0.75;
Δ γ i ( k ) = n i · [ n PF , i ( k ) + n IF , i · Σ j = 0 k Δ γ i ( j ) n BF , i ] - - - ( 7 )
In the formula (7), Δ γ i(k) be the drafts of the k control cycle straightness error feedback adjusting of i frame;
n iBe the straightness error feedback control model adjustment coefficient of i frame, it is 0.37-0.43 for span;
n PF, i(k) be the straightness error feedback proportional coefficient of i frame k control cycle, span is 0.16-0.21;
n IF, iBeing the straightness error feedback integral coefficient of i frame, is 0.8 when j=i, and all the other are 0.23;
n BF, iBe the influence coefficient of the drafts of i frame to straightness error, span is 1.1-1.3;
(4) decoupling zero control
Drafts that step (1), step (2) and step (3) are obtained and wall thickness difference, ovality difference, three parameters of linearity difference are formed matrix, and are as follows:
a 1,1 a 1,2 a 1,3 a 2,1 a 2,2 a 2,3 a 3,1 a 3,2 a 3,3 e i ( k ) Δ R i ( k ) γ i ( k ) = Δ e i ( k ) Δ y i ( k ) Δ γ i ( k ) - - - ( 8 )
In the formula (8):
e i(k) be the wall thickness difference of the k control cycle of i frame;
Δ R i(k) be the ovality difference of the k control cycle of i frame;
γ i(k) be the linearity difference of the k control cycle of i frame;
Δ e i(k) be the drafts of the k control cycle wall thickness deflection feedback adjusting of i frame;
Δ y i(k) be the drafts of the k control cycle ellipticity error feedback adjusting of i frame;
Δ γ i(k) be the drafts of the k control cycle straightness error feedback adjusting of i frame;
a 1,1Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iξ multiplies each other with the wall thickness deflection adjustment factor;
a 1,2Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iWall thickness deflection feedback proportional coefficient c with the i frame PFi(k) multiply each other;
a 1,3Be the wall thickness deflection feedback control model adjustment coefficient c of i frame iWall thickness deflection feedback proportional coefficient c with the i frame PF, i(k) multiply each other, again divided by the drafts of i frame influence coefficient c to wall thickness deflection BF, i
a 2,1It is the ellipticity error feedback control model adjustment Coefficient m of i frame iEllipticity error feedback proportional Coefficient m with the i frame PF, i(k) product;
a 2,2It is the ellipticity error feedback control model adjustment Coefficient m of i frame iProduct with ellipticity error adjustment factor α;
a 2,3It is the ellipticity error feedback control model adjustment Coefficient m of i frame iWith the product of ellipticity error adjustment factor α, again divided by the drafts of i frame influence coefficient m to ellipticity error BF, i
a 3,1Be the straightness error feedback control model adjustment coefficient n of i frame iStraightness error feedback proportional coefficient n with the i frame PF, i(k) product is again divided by the drafts of the i frame influence coefficient n to straightness error BF, i
a 3,2Be the straightness error feedback control model adjustment coefficient n of i frame iStraightness error feedback proportional coefficient n with the i frame PF, i(k) product;
a 3,3Be the straightness error feedback control model adjustment coefficient n of i frame iProduct with straightness error adjustment factor η;
Adopt the elimination be reduced to drafts respectively with the corresponding relation of single parameter, calculate the drafts that drafts that the wall thickness deflection of i frame k control cycle causes, drafts that ellipticity error causes and straightness error cause respectively;
The drafts sum that the drafts that causes with the wall thickness deflection that calculates, the drafts that ellipticity error causes and straightness error cause is calculated the roll-force of each frame of k control cycle as drafts;
(3) in the operation of rolling, revise roll-force and roll gap numerical value in real time
(1) roll-force FEEDBACK CONTROL Mathematical Modeling is:
ΔF Bi=k ali·k FF·ΔF Ri (9)
In the formula (9), Δ F BiBe the roll-force regulated quantity of i frame, i is a shelf number;
k AliBeing the roll-force feedback control model adjustment coefficient of i frame, is 0.9 during i=1, is 0.65 during i=2, is 0.65 during i=3, is 0.65 during i=4, is 0.65 during i=5, is 0.65 during i=6, is 0.1 during i=7;
k FFBeing roll-force feedback control model coefficient, is 0.5;
Δ F RiBe the roll-force variable quantity of i frame, promptly the roll-force of the k control cycle that is calculated by formula (1) and the actual roll-force of (k-1) control cycle is poor;
As Δ F BiNumerical value greater than 5% o'clock of (k-1) actual roll-force of rolling cycle, get Δ F BiBe 5% of (k-1) actual roll-force of rolling cycle, as Δ F BiNumerical value be less than or equal to 5% o'clock of (k-1) actual roll-force of rolling cycle, the roll-force of getting the k control cycle that calculates in the decoupling zero control of (4) step of step (two) is as new roll-force;
(2) roll gap FEEDBACK CONTROL Mathematical Modeling is:
Δδ Bi=k gδi·k δδ·Δδ Ri (10)
In the formula (10), Δ δ BiBe the roll gap regulated quantity of i frame, i is a shelf number;
k G δ iBeing the roll gap control model adjustment coefficient of i frame, is 0.8 during i=1, is 0.54 during i=2, is 0.54 during i=3, is 0.54 during i=4, is 0.54 during i=5, is 0.54 during i=6, is 0.1 during i=7;
k δ δBeing roll gap feedback model coefficient, is 1.0;
Δ δ RiBe the roll gap variable quantity of i frame, i.e. the drafts sum that causes of the drafts that causes of the wall thickness deflection of the i frame k control cycle of Ji Suaning, drafts that ellipticity error causes and straightness error and the difference of the actual drafts of (k-1) control cycle;
As Δ δ BiNumerical value greater than 3% o'clock of (k-1) actual drafts of rolling cycle, make Δ δ BiEqual (k-1) rolling cycle actual drafts 3%; As Δ δ BiNumerical value be less than or equal to 3% o'clock of (k-1) actual drafts of rolling cycle, the rolling drafts sum of getting drafts that drafts that the wall thickness deflection of the i frame k control cycle that calculates in the decoupling zero control of (4) step of step (two) causes, drafts that ellipticity error causes and straightness error cause and (k-1) rolling cycle reality is as new rolling drafts.
CN 201110159899 2011-06-15 2011-06-15 Pipe shape control method for rolling seamless steel pipe by using seven-frame tandem mill Expired - Fee Related CN102303051B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201110159899 CN102303051B (en) 2011-06-15 2011-06-15 Pipe shape control method for rolling seamless steel pipe by using seven-frame tandem mill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201110159899 CN102303051B (en) 2011-06-15 2011-06-15 Pipe shape control method for rolling seamless steel pipe by using seven-frame tandem mill

Publications (2)

Publication Number Publication Date
CN102303051A true CN102303051A (en) 2012-01-04
CN102303051B CN102303051B (en) 2013-04-03

Family

ID=45377019

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201110159899 Expired - Fee Related CN102303051B (en) 2011-06-15 2011-06-15 Pipe shape control method for rolling seamless steel pipe by using seven-frame tandem mill

Country Status (1)

Country Link
CN (1) CN102303051B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103575251A (en) * 2012-08-10 2014-02-12 宝山钢铁股份有限公司 Center deviation detecting method for rotary type ultrasonic flaw detection device
CN103752625A (en) * 2014-01-20 2014-04-30 中南大学 Method for optimizing rolling schedule in multi-target seamless steel pipe continuous rolling process
CN107526854A (en) * 2016-06-22 2017-12-29 中国科学院金属研究所 A kind of computational methods of three-roller planetary rolling mill roll-force
CN113020286A (en) * 2021-02-05 2021-06-25 首钢集团有限公司 Stability control method and device in rolling process
CN114453434A (en) * 2022-01-07 2022-05-10 首钢京唐钢铁联合有限责任公司 Control method and device for pinch roll

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3874211A (en) * 1973-03-02 1975-04-01 Sumitomo Metal Ind Method of controlling the wall thickness within a tube elongater by utilizing a screw down control
JPH07314013A (en) * 1994-03-29 1995-12-05 Sumitomo Metal Ind Ltd Rolling device train of 3-roll mandrel mill
CN1775465A (en) * 2005-11-24 2006-05-24 天津钢管集团有限公司 Method and equipment for manufacturing high-alloy seamless steel pipe
CN1887463A (en) * 2005-06-30 2007-01-03 宝山钢铁股份有限公司 Feed forward control method for wall thickness of tension reducing machine

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3874211A (en) * 1973-03-02 1975-04-01 Sumitomo Metal Ind Method of controlling the wall thickness within a tube elongater by utilizing a screw down control
JPH07314013A (en) * 1994-03-29 1995-12-05 Sumitomo Metal Ind Ltd Rolling device train of 3-roll mandrel mill
CN1887463A (en) * 2005-06-30 2007-01-03 宝山钢铁股份有限公司 Feed forward control method for wall thickness of tension reducing machine
CN1775465A (en) * 2005-11-24 2006-05-24 天津钢管集团有限公司 Method and equipment for manufacturing high-alloy seamless steel pipe

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
尹元德等: "无缝钢管连轧技术研究进展", 《安徽工业大学学报》 *
雷亮: "连轧无缝钢管轧制力计算模型研究", 《中国优秀硕士学位论文全文数据库(硕士)工程科技I辑》 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103575251A (en) * 2012-08-10 2014-02-12 宝山钢铁股份有限公司 Center deviation detecting method for rotary type ultrasonic flaw detection device
CN103575251B (en) * 2012-08-10 2016-10-05 宝山钢铁股份有限公司 A kind of rotary ultrasonic ware defect-detecting equipment center deviation detecting method
CN103752625A (en) * 2014-01-20 2014-04-30 中南大学 Method for optimizing rolling schedule in multi-target seamless steel pipe continuous rolling process
CN103752625B (en) * 2014-01-20 2016-09-28 中南大学 A kind of multiobject seamless steel pipe continuous rolling process rolling schedule optimization method
CN107526854A (en) * 2016-06-22 2017-12-29 中国科学院金属研究所 A kind of computational methods of three-roller planetary rolling mill roll-force
CN107526854B (en) * 2016-06-22 2020-08-21 中国科学院金属研究所 Method for calculating rolling force of three-roller planetary rolling mill
CN113020286A (en) * 2021-02-05 2021-06-25 首钢集团有限公司 Stability control method and device in rolling process
CN113020286B (en) * 2021-02-05 2023-09-15 首钢集团有限公司 Stability control method and device for rolling process
CN114453434A (en) * 2022-01-07 2022-05-10 首钢京唐钢铁联合有限责任公司 Control method and device for pinch roll

Also Published As

Publication number Publication date
CN102303051B (en) 2013-04-03

Similar Documents

Publication Publication Date Title
CN102303051B (en) Pipe shape control method for rolling seamless steel pipe by using seven-frame tandem mill
CN101602065B (en) Micro-tracking method and system of rolled pieces in the process of rolling periodic variable-thickness strips
CN102941232B (en) Method for controlling hot continuous rolling finish rolling process
CN101607264A (en) A kind of periodic longitudinal variable-thickness strip, longitudinal variable-thickness sheet material and preparation method thereof
CN104325105A (en) On-line weighing, sizing and correcting method of continuous casting slab
CN106077098B (en) A kind of double tapered working roll and its roll contour design method
Shen et al. Theoretical study and prediction of the inner hole reduction and critical mandrel diameter in cross wedge rolling of hollow shaft
CN112474820B (en) Rolling mill device for roll shape design and method thereof
CN101927269A (en) Method for adjusting three-roll mill roll gap controller
CN102161054B (en) Plate shape closed-loop control method based on influencing self learning of matrix
CN102363159A (en) Thickness control method for single precision cold-rolled sheet thickness measuring system
CN102350441B (en) Control method of wall thickness of seamless steel tube
CN102179414A (en) Computing method of rigidity of novel rolling mill
CN103203371B (en) Cold-rolling mill Roll-gap position pressure double-closed-loop control method
CN101658863A (en) Compensation method of seamless steel pipe three-roll mill
CN102527736B (en) Method for confirming reeling radius of cold-rolled steel strip
CN105013835A (en) Original roller seam setting method based on thermal crown in ultra-thin strip rolling conducted by cold continuous rolling unit
CN105537285B (en) Asymmetric abrasion prediction method for working rolls of four-roll CVC rolling mill
Yang et al. High precision recognition and adjustment of complicated shape details in fine cold rolling process of ultra-thin wide strip
CN102581035A (en) Feed-forward control system for cold-rolled steel strip shape
CN102581032B (en) Feed-forward control method for cold-rolled steel strip shape
Chu et al. Numerical model establishment and verification of cold pilgering on cycle feed rate
CN102641897B (en) Gauge and flatness comprehensive control method of cold rolled steel sheet
CN103406365B (en) Cold rolling band steel plate shape intelligent optimization control method
CN101927268A (en) Method for controlling thickness of tandem cold-rolled striped steel

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130403

Termination date: 20160615

CF01 Termination of patent right due to non-payment of annual fee