CN102416554A - Technology for making pile legs of wind power installation ship - Google Patents

Technology for making pile legs of wind power installation ship Download PDF

Info

Publication number
CN102416554A
CN102416554A CN2011102947892A CN201110294789A CN102416554A CN 102416554 A CN102416554 A CN 102416554A CN 2011102947892 A CN2011102947892 A CN 2011102947892A CN 201110294789 A CN201110294789 A CN 201110294789A CN 102416554 A CN102416554 A CN 102416554A
Authority
CN
China
Prior art keywords
tube coupling
pin hole
plate
cladding plate
segmentation
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
CN2011102947892A
Other languages
Chinese (zh)
Other versions
CN102416554B (en
Inventor
陆建
周林
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.)
Nantong Rainbow Offshore and Engineering Equipment Co Ltd
Original Assignee
Nantong Rainbow Offshore and Engineering Equipment Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nantong Rainbow Offshore and Engineering Equipment Co Ltd filed Critical Nantong Rainbow Offshore and Engineering Equipment Co Ltd
Priority to CN 201110294789 priority Critical patent/CN102416554B/en
Publication of CN102416554A publication Critical patent/CN102416554A/en
Application granted granted Critical
Publication of CN102416554B publication Critical patent/CN102416554B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The invention discloses a technology for making pile legs of a wind power installation ship. The technology comprises the following steps of: making single pipe sections; arranging reinforcing angle steels in the pipe sections; making the first to eleventh pipe sections; butting the first to fourth pipe sections to form a first big subsection, butting the fifth to seventh pipe sections to form a second big subsection, and butting the eighth to eleventh pipe sections to form a third big subsection; separately machining subsections of bolt hole coverage plates around the three big subsections; pre-closing the three big subsections; scribing and assembling the bolt hole coverage plates and making marks; scribing a cylinder along the bolt holes of the coverage plates; detaching the bolt hole coverage plates; cutting the bolt holes in the cylinder in an imitation manner; assembling the coverage plates for the second time; welding the coverage plates; welding an internal seawater-proof structure; polishing after welding; and performing quality control (QC) inspection. According to the subsection making and integral closing technology, the manufacturing precision of integral closing is ensured by controlling the manufacturing precision of subsection making.

Description

Wind-powered electricity generation is installed the manufacture craft of ship spud leg
Technical field
The present invention relates to a kind of wind-powered electricity generation the manufacture craft of ship spud leg is installed.
Background technology
Nowadays, external wind-powered electricity generation development is conceived to the deep-sea wind-powered electricity generation, the about 20-30 rice of operating water depth, and wind-powered electricity generation mounting platform size is big, and platform weight is big, mostly adopts six leg tooth bars, gear pump elevating mechanism.Basically there is not a wind-powered electricity generation coastal.Domestic do not have a job platform that is applicable to that coastal mudflat wind electric is installed at present, and the motor-driven difficulty of wind-powered electricity generation mounting platform of only bottom-sitting type is influenced greatly by stormy waves, relies on tidewater, and installation accuracy has satisfied not the demand of wind-powered electricity generation installation.
Coastal wind-powered electricity generation is installed the required 4 spud leg hydraulic lifting systems of ship, can solve coastal wind-powered electricity generation installation and influenced by stormy waves, and platform arrives the assigned address that wind-powered electricity generation is installed, and uses hydraulic lifting system that platform is risen, locatees and carry out the wind-powered electricity generation installation exercise.Wind-powered electricity generation is installed and is divided into piling work and two steps of wind tower installation exercise.The work pattern that floating wind-powered electricity generation mounting platform is installed wind power equipment is: platform is motor-driven to utilize mooring system that platform is carried out coarse positioning to assigned address, beginning wind-powered electricity generation installation exercise.Owing to receive wave and tidewater to go up and down to influence, the step of driving piles location is difficult to control, needs good sea situation ability operation.Dock wind-power tower, cabin and fan blade poor efficiency in the lifting step process, be difficult to the accurate in locating butt joint, often repeatedly butt joint could be accomplished, and causes installing complete wind tower needs and arrives week age in several days, has satisfied not the demand that wind-powered electricity generation is installed.And the wind-powered electricity generation mounting platform that uses hydraulic lifting system can solve the problem of wave and tidewater, equipped motor-driven the putting in place of platform of hydraulic lifting system after, the use hydraulic lifting system rises platform; Platform leaves the water surface; Not influenced by stormy waves and tidewater, piling and lifting operation can carry out continuously, and a wind tower generally is installed only needs about two days; Improved operating efficiency greatly; Satisfy the demand that wind-powered electricity generation is installed, so when making spud leg, need control the precision and the accuracy of manufacture of spud leg in segmentation is made of spud leg circularity well.
Summary of the invention
The objective of the invention is in order to overcome above deficiency the manufacture craft that provides a kind of easy to operate, time saving and energy saving, safe and reliable wind-powered electricity generation that the ship spud leg is installed.
The object of the invention is realized through following technical scheme: a kind of wind-powered electricity generation is installed the manufacture craft of ship spud leg, may further comprise the steps:
The making of A, single tube coupling:
(1), roll before thickness, size, diagonal, the flatness of check steel plate, a kind dotting punch is struck in line, the next process of being allowed for access after qualified;
(2), roll before earlier with hydraulic press the veneer reeling machine volume press less than the plate end regions according to tube coupling radius pressure arc, leave groove;
(3), tube coupling will make the detection model before rolling, and detects the inside and outside pattern of model, model length should be greater than 1/3 circumference;
(4), tube coupling carry out roller system after the accurate positioning on the roller bed;
(5), pressure head on the roller bed and roller bowlder machined surface and model gap requirement≤2.0mm;
(6), the steel plate of end press-bending radian delivers to veneer reeling machine and carries out tube coupling and roll, the butt joint dislocation of steel plate is controlled in the 2mm, plate seam two ends are used with the steel plate of material stack pile and are fixed as run-on tab, mid portion is tack welding in the outside, i.e. 1/3 groove side;
(7), the tube coupling that rolls end is through can weld after the assay was approved; Tube coupling rolls the longitudinal joint butt joint and adopts Lincoln weld: install run-on tab before the welding, and scrutiny groove linearity, flatness, bevel angle and cleannes, require single tube coupling linearity less than 2mm; Flatness is less than 2mm; Require combination back angle greater than 50 ° for V or X type groove, groove inner surface smooth metal luster adopts SAW to weld automatically after the passed examination; Carry out back gouging after requiring one side weld, carefully polish behind the back chipping to satisfy and carry out SAW again after the above-mentioned requirements and weld automatically;
(8), tube coupling cylindrical shell piece welding, preheat temperature is 80-100 ° of C before the welding;
(9), UT detect qualified after, Hui Yuan, diameter tolerance ± 2mm can flow into next procedure after the assay was approved;
The inside of B, tube coupling is installed and is strengthened angle steel:
(1), the inner angle steel theoretical size Φ 3204 that strengthens, actual fabrication is of a size of Φ 3200;
(2), the 16mm flanged plate of the strengthening angle steel jigsaw of going ahead of the rest; The inner 26*300 stiffening ring of dress weldering, and the small gusset of 16mm then, Φ 3200 ± 2mm when requiring the final external diameter 48mm wall thickness of strengthening angle steel; Φ 3210 ± 2mm during the 42mm wall thickness can flow into next procedure after the assay was approved;
C, reinforcement angle steel assemble: in order to utilize the inner reversible deformation effect of strengthening angle steel, the inner reinforcement angle steel of each tube coupling can assemble spot welding earlier, treats the dress weldering of ruling again after two tube couplings splice;
D, spud leg are made up of 11 tube couplings, are respectively first tube coupling, second tube coupling, the 3rd tube coupling, the 4th tube coupling, the 5th tube coupling, the 6th tube coupling, the 7th tube coupling, the 8th tube coupling, the 9th tube coupling, the tenth tube coupling and the 11 tube coupling;
F, first tube coupling, second tube coupling, the 3rd tube coupling and the butt joint of the 4th tube coupling are formed first segmentation; Second largest segmentation is formed in the 5th tube coupling, the 6th tube coupling and the butt joint of the 7th tube coupling, the third-largest segmentation is formed in the 8th tube coupling, the 9th tube coupling, the tenth tube coupling and the butt joint of the 11 tube coupling;
The independent machined of pin hole cladding plate segmentation around G, three the big segmentations, machined is pressed the part drawing bevel after finishing;
H, three big segmentations are closed up in advance:
(1), at first check each segmentation circularity, longitudinal size deviation, can close up in advance after qualified;
(2), the segmentation joint uses the horse plate of stack pile ad eundem to connect, segmentation position groove is more special, closes up place's cylindrical shell butt joint form,
(3), at first second largest segmentation and the third-largest segmentation are closed up in advance, the place of closing up uses the horse plate to fix;
(4), segmentation and the first segmentation of secondly above-mentioned steps being closed up formation close up in advance, the place's of closing up use horse plate is fixed;
(5), in advance check the circularity of whole spud leg part after closing up, the longitudinal size deviation can be carried out the cladding plate assembling after qualified;
Said pin hole cladding plate and marked among I, the line installation step G:
(1), on cladding plate, draws 4 vertical datum lines of right-angled intersection and pin hole lateral fiducial line;
(2), first block of cladding plate begins assembling from the bottom, joins by above-mentioned marking-out rule little progress luggage, pays special attention to two pin hole longitudinal pitch tolerances about the cladding plate edge joint position; Assembling examination requirements pin hole longitudinal pitch tolerance+1mm; 10 hole cumulative errors 5mm, horizontal spacing tolerance+1.5mm, lower deviation is not more than 1mm on four pin holes of same horizontal level; The pin hole centrally aligned spud leg center of circle, about with the center line of front and back should be orthogonal;
J, on cylindrical shell, rule along the cladding plate pin hole:
(1), cleaning eye inner barrel surface, require the surface smooth-going, smooth;
(2), on cylindrical shell, rule along cladding plate pin hole profile, rule must be perpendicular to drum surface, lines must be clear;
K, lay down the pin hole cladding plate:
(1), on the cladding plate that assembles marked, require must clear and definite every block of cladding plate the position, the termination towards;
(2), lay down the pin hole cladding plate, and put neatly, put by group;
Pin hole on L, the shape cutting cylindrical shell:
(1), cut behind first pin hole after the check size, can continue cutting;
(2), cladding plate closing up about seam each 100mm line and cutting, and spot welding is nearby on the cylindrical shell, the scene closes up the fashionable dress weldering;
M, the assembling of cladding plate secondary:
(1), be assembled to cladding plate on the spud leg successively by ready-made flag sequence after, be up to the standards and weld;
(2), postwelding polishing pin hole is inner;
N, the inner anti-seawater structure of dress weldering are advanced the inner anti-seawater structure of spud leg interior welds, report the QC check before the welding, and postwelding polishes smooth;
O, close up and apply for checking and examination in advance, final inspection requires: check whole spud leg diameter of phi 3300 ± 2mm, and ovality 10mm, straightness error is no more than 5mm in any spud leg length of the linearity 12m scope, and the check pin hole report QC to check.
The present invention compared with prior art has the following advantages:
The present invention adopts sectional making, and the technical matters that final integral is closed up through the accuracy of manufacture of control sectional making, guarantees the whole accuracy of manufacture of closing up.Can make the spud leg accuracy of manufacture requirement of finally producing be: whole spud leg diameter of phi 3300 ± 2mm; Ovality 10mm; Straightness error is no more than 5mm in any spud leg length of the linearity 12m scope.
The specific embodiment:
In order to deepen to understanding of the present invention, will combine embodiment that the present invention is made further detailed description below, this embodiment only is used to explain the present invention, does not constitute the qualification to protection domain of the present invention.
Wind-powered electricity generation of the present invention is installed a kind of specific embodiment of the manufacture craft of ship spud leg, may further comprise the steps:
The making of A, single tube coupling, the control of volume circle precision, up to standard ± 2mm:
(1), roll before thickness, size, diagonal, the flatness of check steel plate, a kind dotting punch is struck in line, the next process of being allowed for access after qualified;
(2), roll before earlier with hydraulic press the veneer reeling machine volume press less than the plate end regions according to tube coupling radius pressure arc, leave groove;
(3), tube coupling will make the detection model before rolling, and detects the inside and outside pattern of model, model length should be greater than 1/3 circumference;
(4), tube coupling carry out roller system after the accurate positioning on the roller bed;
(5), pressure head on the roller bed and roller bowlder machined surface and model gap requirement≤2.0mm;
(6), the steel plate of end press-bending radian delivers to veneer reeling machine and carries out tube coupling and roll, the butt joint dislocation of steel plate is controlled in the 2mm, plate seam two ends are used with the steel plate of material stack pile and are fixed as run-on tab, mid portion is tack welding in the outside, i.e. 1/3 groove side;
(7), the tube coupling that rolls end is through can weld after the assay was approved; Tube coupling rolls the longitudinal joint butt joint and adopts Lincoln weld: install run-on tab before the welding, and scrutiny groove linearity, flatness, bevel angle and cleannes, require single tube coupling linearity less than 2mm; Flatness is less than 2mm; Require combination back angle greater than 50 ° for V or X type groove, groove inner surface smooth metal luster adopts SAW to weld automatically after the passed examination; Carry out back gouging after requiring one side weld, carefully polish behind the back chipping to satisfy and carry out SAW again after the above-mentioned requirements and weld automatically;
(8), tube coupling cylindrical shell piece welding, preheat temperature is 80-100 ° of C before the welding;
(9), UT detect qualified after, Hui Yuan, diameter tolerance ± 2mm can flow into next procedure after the assay was approved;
The inside of B, tube coupling is installed and is strengthened angle steel:
(1), the inner angle steel theoretical size Φ 3204 that strengthens, actual fabrication is of a size of Φ 3200;
(2), the 16mm flanged plate of the strengthening angle steel jigsaw of going ahead of the rest; The inner 26*300 stiffening ring of dress weldering, and the small gusset of 16mm then, Φ 3200 ± 2mm when requiring the final external diameter 48mm wall thickness of strengthening angle steel; Φ 3210 ± 2mm during the 42mm wall thickness can flow into next procedure after the assay was approved;
C, reinforcement angle steel assemble: in order to utilize the inner reversible deformation effect of strengthening angle steel, the inner reinforcement angle steel of each tube coupling can assemble spot welding earlier, treats the dress weldering of ruling again after two tube couplings splice;
D, spud leg are made up of 11 tube couplings, are respectively first tube coupling, second tube coupling, the 3rd tube coupling, the 4th tube coupling, the 5th tube coupling, the 6th tube coupling, the 7th tube coupling, the 8th tube coupling, the 9th tube coupling, the tenth tube coupling and the 11 tube coupling;
F, first tube coupling, second tube coupling, the 3rd tube coupling and the butt joint of the 4th tube coupling are formed first segmentation; Second largest segmentation is formed in the 5th tube coupling, the 6th tube coupling and the butt joint of the 7th tube coupling, the third-largest segmentation is formed in the 8th tube coupling, the 9th tube coupling, the tenth tube coupling and the butt joint of the 11 tube coupling;
The independent machined of pin hole cladding plate segmentation around G, three the big segmentations, machined is pressed the part drawing bevel after finishing;
H, three big segmentations are closed up in advance:
(1), at first check each segmentation circularity, longitudinal size deviation, can close up in advance after qualified;
(2), the segmentation joint uses the horse plate of stack pile ad eundem to connect, segmentation position groove is more special, closes up place's cylindrical shell butt joint form,
(3), at first second largest segmentation and the third-largest segmentation are closed up in advance, the place of closing up uses the horse plate to fix;
(4), segmentation and the first segmentation of secondly above-mentioned steps being closed up formation close up in advance, the place's of closing up use horse plate is fixed;
(5), in advance check the circularity of whole spud leg part after closing up, the longitudinal size deviation can be carried out the cladding plate assembling after qualified;
Said pin hole cladding plate and marked among I, the line installation step G:
(1), on cladding plate, draws 4 vertical datum lines of right-angled intersection and pin hole lateral fiducial line;
(2), first block of cladding plate begins assembling from the bottom, joins by above-mentioned marking-out rule little progress luggage, pays special attention to two pin hole longitudinal pitch tolerances about the cladding plate edge joint position; Assembling examination requirements pin hole longitudinal pitch tolerance+1mm; 10 hole cumulative errors 5mm, horizontal spacing tolerance+1.5mm, lower deviation is not more than 1mm on four pin holes of same horizontal level; The pin hole centrally aligned spud leg center of circle, about with the center line of front and back should be orthogonal;
J, on cylindrical shell, rule along the cladding plate pin hole:
(1), cleaning eye inner barrel surface, require the surface smooth-going, smooth;
(2), on cylindrical shell, rule along cladding plate pin hole profile, rule must be perpendicular to drum surface, lines must be clear;
K, lay down the pin hole cladding plate:
(1), on the cladding plate that assembles marked, require must clear and definite every block of cladding plate the position, the termination towards;
(2), lay down the pin hole cladding plate, and put neatly, put by group;
Pin hole on L, the shape cutting cylindrical shell:
(1), cut behind first pin hole after the check size, can continue cutting;
(2), cladding plate closing up about seam each 100mm line and cutting, and spot welding is nearby on the cylindrical shell, the scene closes up the fashionable dress weldering;
M, the assembling of cladding plate secondary:
(1), be assembled to cladding plate on the spud leg successively by ready-made flag sequence after, be up to the standards and weld;
(2), postwelding polishing pin hole is inner;
N, the inner anti-seawater structure of dress weldering are advanced the inner anti-seawater structure of spud leg interior welds, report the QC check before the welding, and postwelding polishes smooth;
O, close up and apply for checking and examination in advance, final inspection requires: check whole spud leg diameter of phi 3300 ± 2mm, and ovality 10mm, straightness error is no more than 5mm in any spud leg length of the linearity 12m scope, and the check pin hole report QC to check.
The diameter of spud leg is 3300mm, material EH36, and cylindrical shell thickness 48mm, therefore for ovality after guaranteeing the spud leg general assembly reaches 10mm, spud leg diameter 3300mm ± 2mm then must guarantee volume circle precision.Because spud leg thickness of slab and groove processing are difficult for, and the secondary operations thermal deformation is big, can cause back the circle difficulty, therefore the volume circle rolls with the four stars roller, and the adjustment crush pad.Measure girth control ± 5mm with the interior sheet material percentage elongation of controlling the volume bowlder.The volume circle is checked: the adjustment support bar, and the making circumference when circularity is not enough, is regulated Philip's head screw greater than 1/4 original mold inspection circularity, use external force adjustment circularity.The welding longitudinal joint, but capping not guarantees that weld seam does not exceed the steel plate plane, and is UT, guarantees weldquality.Hui Yuan: tack welding location behind the Hui Yuan, and adopt special transportation tool carrying to guarantee not deform in the carrying way, require diameter be controlled at ± 2mm in.The welding capping, fine setting is done in welding cooling back secondary measurement.
Above-mentioned welding 100% usefulness welding cross, SAW welds automatically, and purpose reduces distortion, improves the quality.Simultaneously, for marking four jiaos of position lines and circumference 90 degree, 180 degree, 270 degree bisectors behind the subsequent production jigsaw, guarantee the single cylinder concentricity.
100% adopts the auxiliary butt joint of turning rolls during butt joint, guarantees precision with equipment; To cylindrical shell propping reinforcement degree, solidify the single cylinder precision, its central point can connect during the reinforcement supported design, utilizes laser transit to detect control; Circumferential weld 100% adopts cross to add roller moulding bed welding minimizing seam deformation.
Wind-powered electricity generation is installed crane ship has 4 pile legs, the cylindrical shell class formation, and each spud leg length is L=58084mm, the every pile leg of barrel diameter D=3300mm. weight is about 304.5 tons, totally 1218 tons of 4 pile legs.It is the deck of boat of CCSEH36 that spud leg cylindrical shell roller plectane has adopted 48mm, 42mm grade; All to have adopted the 48mm grade be the deck of boat of CCSEH36 to the pin hole cladding plate all around; It is the angle steel of CCSA36 that middle angle steel stiffening ring has adopted the L160*100*14 grade; Inner loop has adopted 16mm, 26mm respectively to strengthening dividing plate, and grade is CCSAH36 and CCSDH36, and it is the CCSDH36 deck of boat that hanger has adopted the 32mm grade.Inner anti-seawater structure all adopts the deck of boat of 12mmCCSAH36.
The present invention adopts sectional making, and the technical matters that final integral is closed up through the accuracy of manufacture of control sectional making, guarantees the whole accuracy of manufacture of closing up.Can make the spud leg accuracy of manufacture requirement of finally producing be: whole spud leg diameter of phi 3300 ± 2mm; Ovality 10mm; Straightness error is no more than 5mm in any spud leg length of the linearity 12m scope.

Claims (1)

1. a wind-powered electricity generation is installed the manufacture craft of ship spud leg, it is characterized in that: may further comprise the steps:
The making of A, single tube coupling:
(1), roll before thickness, size, diagonal, the flatness of check steel plate, a kind dotting punch is struck in line, the next process of being allowed for access after qualified;
(2), roll before earlier with hydraulic press the veneer reeling machine volume press less than the plate end regions according to tube coupling radius pressure arc, leave groove;
(3), tube coupling will make the detection model before rolling, and detects the inside and outside pattern of model, model length should be greater than 1/3 circumference;
(4), tube coupling carry out roller system after the accurate positioning on the roller bed;
(5), pressure head on the roller bed and roller bowlder machined surface and model gap requirement≤2.0mm;
(6), the steel plate of end press-bending radian delivers to veneer reeling machine and carries out tube coupling and roll, the butt joint dislocation of steel plate is controlled in the 2mm, plate seam two ends are used with the steel plate of material stack pile and are fixed as run-on tab, mid portion is tack welding in the outside, i.e. 1/3 groove side;
(7), the tube coupling that rolls end is through can weld after the assay was approved; Tube coupling rolls the longitudinal joint butt joint and adopts Lincoln weld: install run-on tab before the welding, and scrutiny groove linearity, flatness, bevel angle and cleannes, require single tube coupling linearity less than 2mm; Flatness is less than 2mm; Require combination back angle greater than 50 ° for V or X type groove, groove inner surface smooth metal luster adopts SAW to weld automatically after the passed examination; Carry out back gouging after requiring one side weld, carefully polish behind the back chipping to satisfy and carry out SAW again after the above-mentioned requirements and weld automatically;
(8), tube coupling cylindrical shell piece welding, preheat temperature is 80-100 ° of C before the welding;
(9), UT detect qualified after, Hui Yuan, diameter tolerance ± 2mm can flow into next procedure after the assay was approved;
The inside of B, tube coupling is installed and is strengthened angle steel:
(1), the inner angle steel theoretical size Φ 3204 that strengthens, actual fabrication is of a size of Φ 3200;
(2), the 16mm flanged plate of the strengthening angle steel jigsaw of going ahead of the rest; The inner 26*300 stiffening ring of dress weldering, and the small gusset of 16mm then, Φ 3200 ± 2mm when requiring the final external diameter 48mm wall thickness of strengthening angle steel; Φ 3210 ± 2mm during the 42mm wall thickness can flow into next procedure after the assay was approved;
C, reinforcement angle steel assemble: in order to utilize the inner reversible deformation effect of strengthening angle steel, the inner reinforcement angle steel of each tube coupling can assemble spot welding earlier, treats the dress weldering of ruling again after two tube couplings splice;
D, spud leg are made up of 11 tube couplings, are respectively first tube coupling, second tube coupling, the 3rd tube coupling, the 4th tube coupling, the 5th tube coupling, the 6th tube coupling, the 7th tube coupling, the 8th tube coupling, the 9th tube coupling, the tenth tube coupling and the 11 tube coupling;
F, first tube coupling, second tube coupling, the 3rd tube coupling and the butt joint of the 4th tube coupling are formed first segmentation; Second largest segmentation is formed in the 5th tube coupling, the 6th tube coupling and the butt joint of the 7th tube coupling, the third-largest segmentation is formed in the 8th tube coupling, the 9th tube coupling, the tenth tube coupling and the butt joint of the 11 tube coupling;
The independent machined of pin hole cladding plate segmentation around G, three the big segmentations, machined is pressed the part drawing bevel after finishing;
H, three big segmentations are closed up in advance:
(1), at first check each segmentation circularity, longitudinal size deviation, can close up in advance after qualified;
(2), the segmentation joint uses the horse plate of stack pile ad eundem to connect, segmentation position groove is more special, closes up place's cylindrical shell butt joint form,
(3), at first second largest segmentation and the third-largest segmentation are closed up in advance, the place of closing up uses the horse plate to fix;
(4), segmentation and the first segmentation of secondly above-mentioned steps being closed up formation close up in advance, the place's of closing up use horse plate is fixed;
(5), in advance check the circularity of whole spud leg part after closing up, the longitudinal size deviation can be carried out the cladding plate assembling after qualified;
Said pin hole cladding plate and marked among I, the line installation step G:
(1), on cladding plate, draws 4 vertical datum lines of right-angled intersection and pin hole lateral fiducial line;
(2), first block of cladding plate begins assembling from the bottom, joins by above-mentioned marking-out rule little progress luggage, pays special attention to two pin hole longitudinal pitch tolerances about the cladding plate edge joint position; Assembling examination requirements pin hole longitudinal pitch tolerance+1mm; 10 hole cumulative errors 5mm, horizontal spacing tolerance+1.5mm, lower deviation is not more than 1mm on four pin holes of same horizontal level; The pin hole centrally aligned spud leg center of circle, about with the center line of front and back should be orthogonal;
J, on cylindrical shell, rule along the cladding plate pin hole:
(1), cleaning eye inner barrel surface, require the surface smooth-going, smooth;
(2), on cylindrical shell, rule along cladding plate pin hole profile, rule must be perpendicular to drum surface, lines must be clear;
K, lay down the pin hole cladding plate:
(1), on the cladding plate that assembles marked, require must clear and definite every block of cladding plate the position, the termination towards;
(2), lay down the pin hole cladding plate, and put neatly, put by group;
Pin hole on L, the shape cutting cylindrical shell:
(1), cut behind first pin hole after the check size, can continue cutting;
(2), cladding plate closing up about seam each 100mm line and cutting, and spot welding is nearby on the cylindrical shell, the scene closes up the fashionable dress weldering;
M, the assembling of cladding plate secondary:
(1), be assembled to cladding plate on the spud leg successively by ready-made flag sequence after, be up to the standards and weld;
(2), postwelding polishing pin hole is inner;
N, the inner anti-seawater structure of dress weldering are advanced the inner anti-seawater structure of spud leg interior welds, report the QC check before the welding, and postwelding polishes smooth;
O, close up and apply for checking and examination in advance, final inspection requires: check whole spud leg diameter of phi 3300 ± 2mm, and ovality 10mm, straightness error is no more than 5mm in any spud leg length of the linearity 12m scope, and the check pin hole report QC to check.
CN 201110294789 2011-09-28 2011-09-28 Technology for making pile legs of wind power installation ship Active CN102416554B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201110294789 CN102416554B (en) 2011-09-28 2011-09-28 Technology for making pile legs of wind power installation ship

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201110294789 CN102416554B (en) 2011-09-28 2011-09-28 Technology for making pile legs of wind power installation ship

Publications (2)

Publication Number Publication Date
CN102416554A true CN102416554A (en) 2012-04-18
CN102416554B CN102416554B (en) 2013-07-24

Family

ID=45941337

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201110294789 Active CN102416554B (en) 2011-09-28 2011-09-28 Technology for making pile legs of wind power installation ship

Country Status (1)

Country Link
CN (1) CN102416554B (en)

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102717248A (en) * 2012-07-05 2012-10-10 南通中远船务工程有限公司 Design method for section closure accuracy of octagonal pile leg
CN102720197A (en) * 2012-07-05 2012-10-10 南通中远船务工程有限公司 Method for hoisting pile legs of self-elevating wind turbine installation vessel in turn-over way
CN102728980A (en) * 2012-07-05 2012-10-17 南通中远船务工程有限公司 Method for limiting and positioning octagonal spud leg in folding process
CN102848053A (en) * 2012-08-03 2013-01-02 扬帆集团股份有限公司 Assembly and flame process for trunk bulkhead deck
CN103406679A (en) * 2013-08-20 2013-11-27 南通中新钢构重工有限公司 Welding technology of stereoscopic section composed of platform board and lateral plates
CN103410163A (en) * 2013-08-20 2013-11-27 南通中新钢构重工有限公司 Manufacturing process of pile leg of windmill installation vessel
CN103407553A (en) * 2013-08-20 2013-11-27 南通中新钢构重工有限公司 Pile leg of windmill installation vessel
CN103406639A (en) * 2013-08-20 2013-11-27 南通中新钢构重工有限公司 Welding process for pile leg stereo sectional erection
CN103624488A (en) * 2013-11-15 2014-03-12 南通润邦重机有限公司 Technology for manufacturing pile leg of self-elevating offshore wind power work platform
CN103862133A (en) * 2014-04-08 2014-06-18 哈尔滨红光锅炉总厂有限责任公司 Boiler barrel welding method
CN104384733A (en) * 2014-10-23 2015-03-04 武汉船用机械有限责任公司 Welding deformation control process used for manufacturing plug type hoisting platform pile leg
CN104590505A (en) * 2014-12-03 2015-05-06 中船黄埔文冲船舶有限公司 Construction precision control method for cylinder pin hole type leg
CN104759770A (en) * 2014-10-10 2015-07-08 南通振华重型装备制造有限公司 Self-elevating drilling platform pile leg manufacturing method
CN105234575A (en) * 2015-11-18 2016-01-13 青岛海西重机有限责任公司 Manufacturing method for self-elevating type offshore platform cylindrical pile leg
CN107825083A (en) * 2017-11-30 2018-03-23 南通蓝岛海洋工程有限公司 A kind of wedge bracket structure construction technology
WO2018072584A1 (en) * 2016-10-20 2018-04-26 南通振华重型装备制造有限公司 Construction technology for sliding frame of cantilever beam for jack-up drilling rig
CN108817607A (en) * 2018-07-10 2018-11-16 湖南机电职业技术学院 Wind-power electricity generation stake welding procedure
CN109648269A (en) * 2019-01-02 2019-04-19 南通蓝岛海洋工程有限公司 A kind of promotion leg stake building technology of marine life platform
CN110102981A (en) * 2019-05-24 2019-08-09 上海电力设计院有限公司 A kind of wind power tower construction method with stiffening plate
CN110421238A (en) * 2019-02-11 2019-11-08 上海振华重工集团(南通)传动机械有限公司 A kind of welding procedure of high intensity cylinder butt welding
CN110421320A (en) * 2019-08-06 2019-11-08 招商局重工(深圳)有限公司 A kind of positioning piling bar welding procedure of cutter suction dredger
CN110480261A (en) * 2019-07-30 2019-11-22 南通振华重型装备制造有限公司 A kind of broken stone leveling ship spud leg building technology
CN113634945A (en) * 2021-10-13 2021-11-12 江苏海通海洋工程装备有限公司 Single-barrel vertical installing and welding processing method for offshore wind power composite barrel foundation
CN114012372A (en) * 2022-01-05 2022-02-08 中交三航(南通)海洋工程有限公司 Construction method of super-large-diameter single-pile composite cylinder
CN114083244A (en) * 2021-12-07 2022-02-25 南通振华重型装备制造有限公司 Manufacturing process of jacket grouting pipe
CN114161091A (en) * 2021-12-10 2022-03-11 上海振华重工启东海洋工程股份有限公司 Accurate pile leg bolt hole drilling method
CN114227156A (en) * 2021-12-10 2022-03-25 中国水电四局(酒泉)新能源装备有限公司 Assembly construction method of wind power foundation steel pipe piles

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004218215A (en) * 2003-01-10 2004-08-05 Norio Moriya Foundation pile and tip shoe of foundation pile
CN101062751A (en) * 2007-05-31 2007-10-31 何富荣 Beach working hoister
CN101885369A (en) * 2010-05-31 2010-11-17 南通中远船务工程有限公司 Positioning, mounting and segment folding method for self- elevating offshore platform elevating and locking system

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004218215A (en) * 2003-01-10 2004-08-05 Norio Moriya Foundation pile and tip shoe of foundation pile
CN101062751A (en) * 2007-05-31 2007-10-31 何富荣 Beach working hoister
CN101885369A (en) * 2010-05-31 2010-11-17 南通中远船务工程有限公司 Positioning, mounting and segment folding method for self- elevating offshore platform elevating and locking system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
陈子卿: "钻井平台桩腿合拢对接工艺装备", 《造船技术》, no. 4, 1 May 1983 (1983-05-01) *

Cited By (40)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102720197B (en) * 2012-07-05 2014-07-02 南通中远船务工程有限公司 Method for hoisting pile legs of self-elevating wind turbine installation vessel in turn-over way
CN102720197A (en) * 2012-07-05 2012-10-10 南通中远船务工程有限公司 Method for hoisting pile legs of self-elevating wind turbine installation vessel in turn-over way
CN102728980A (en) * 2012-07-05 2012-10-17 南通中远船务工程有限公司 Method for limiting and positioning octagonal spud leg in folding process
CN102717248A (en) * 2012-07-05 2012-10-10 南通中远船务工程有限公司 Design method for section closure accuracy of octagonal pile leg
CN102728980B (en) * 2012-07-05 2014-12-10 南通中远船务工程有限公司 Method for limiting and positioning octagonal spud leg in folding process
CN102848053A (en) * 2012-08-03 2013-01-02 扬帆集团股份有限公司 Assembly and flame process for trunk bulkhead deck
CN102848053B (en) * 2012-08-03 2014-12-24 扬帆集团股份有限公司 Assembly and flame process for trunk bulkhead deck
CN103410163A (en) * 2013-08-20 2013-11-27 南通中新钢构重工有限公司 Manufacturing process of pile leg of windmill installation vessel
CN103407553A (en) * 2013-08-20 2013-11-27 南通中新钢构重工有限公司 Pile leg of windmill installation vessel
CN103406679A (en) * 2013-08-20 2013-11-27 南通中新钢构重工有限公司 Welding technology of stereoscopic section composed of platform board and lateral plates
CN103406639A (en) * 2013-08-20 2013-11-27 南通中新钢构重工有限公司 Welding process for pile leg stereo sectional erection
CN103624488B (en) * 2013-11-15 2016-02-10 南通润邦重机有限公司 A kind of self-lifting offshore wind power job platform spud leg manufacturing process
CN103624488A (en) * 2013-11-15 2014-03-12 南通润邦重机有限公司 Technology for manufacturing pile leg of self-elevating offshore wind power work platform
CN103862133B (en) * 2014-04-08 2016-04-27 哈尔滨红光锅炉总厂有限责任公司 A kind of drum welding method
CN103862133A (en) * 2014-04-08 2014-06-18 哈尔滨红光锅炉总厂有限责任公司 Boiler barrel welding method
CN104759770A (en) * 2014-10-10 2015-07-08 南通振华重型装备制造有限公司 Self-elevating drilling platform pile leg manufacturing method
CN104759770B (en) * 2014-10-10 2016-08-17 南通振华重型装备制造有限公司 A kind of manufacture method of pile legs of self-elevating drilling platform
CN104384733A (en) * 2014-10-23 2015-03-04 武汉船用机械有限责任公司 Welding deformation control process used for manufacturing plug type hoisting platform pile leg
CN104590505A (en) * 2014-12-03 2015-05-06 中船黄埔文冲船舶有限公司 Construction precision control method for cylinder pin hole type leg
CN105234575A (en) * 2015-11-18 2016-01-13 青岛海西重机有限责任公司 Manufacturing method for self-elevating type offshore platform cylindrical pile leg
WO2018072584A1 (en) * 2016-10-20 2018-04-26 南通振华重型装备制造有限公司 Construction technology for sliding frame of cantilever beam for jack-up drilling rig
CN107825083A (en) * 2017-11-30 2018-03-23 南通蓝岛海洋工程有限公司 A kind of wedge bracket structure construction technology
CN108817607A (en) * 2018-07-10 2018-11-16 湖南机电职业技术学院 Wind-power electricity generation stake welding procedure
CN109648269A (en) * 2019-01-02 2019-04-19 南通蓝岛海洋工程有限公司 A kind of promotion leg stake building technology of marine life platform
CN110421238B (en) * 2019-02-11 2021-07-30 上海振华重工集团(南通)传动机械有限公司 Welding process for butt welding of high-strength barrel
CN110421238A (en) * 2019-02-11 2019-11-08 上海振华重工集团(南通)传动机械有限公司 A kind of welding procedure of high intensity cylinder butt welding
CN110102981A (en) * 2019-05-24 2019-08-09 上海电力设计院有限公司 A kind of wind power tower construction method with stiffening plate
CN110102981B (en) * 2019-05-24 2020-12-08 上海电力设计院有限公司 Construction method of wind power tower with reinforcing plate
CN110480261A (en) * 2019-07-30 2019-11-22 南通振华重型装备制造有限公司 A kind of broken stone leveling ship spud leg building technology
CN110421320A (en) * 2019-08-06 2019-11-08 招商局重工(深圳)有限公司 A kind of positioning piling bar welding procedure of cutter suction dredger
WO2021022664A1 (en) * 2019-08-06 2021-02-11 招商局重工(深圳)有限公司 Positioning steel pile welding process of cutter suction dredger
CN113634945A (en) * 2021-10-13 2021-11-12 江苏海通海洋工程装备有限公司 Single-barrel vertical installing and welding processing method for offshore wind power composite barrel foundation
CN113634945B (en) * 2021-10-13 2021-12-07 江苏海通海洋工程装备有限公司 Single-barrel vertical installing and welding processing method for offshore wind power composite barrel foundation
CN114083244A (en) * 2021-12-07 2022-02-25 南通振华重型装备制造有限公司 Manufacturing process of jacket grouting pipe
CN114083244B (en) * 2021-12-07 2023-08-22 南通振华重型装备制造有限公司 Jacket grouting pipe manufacturing process
CN114161091A (en) * 2021-12-10 2022-03-11 上海振华重工启东海洋工程股份有限公司 Accurate pile leg bolt hole drilling method
CN114227156A (en) * 2021-12-10 2022-03-25 中国水电四局(酒泉)新能源装备有限公司 Assembly construction method of wind power foundation steel pipe piles
CN114161091B (en) * 2021-12-10 2023-06-09 上海振华重工启东海洋工程股份有限公司 Accurate perforating method for pile leg bolt holes
CN114012372A (en) * 2022-01-05 2022-02-08 中交三航(南通)海洋工程有限公司 Construction method of super-large-diameter single-pile composite cylinder
CN114012372B (en) * 2022-01-05 2022-04-08 中交三航(南通)海洋工程有限公司 Construction method of super-large-diameter single-pile composite cylinder

Also Published As

Publication number Publication date
CN102416554B (en) 2013-07-24

Similar Documents

Publication Publication Date Title
CN102416554B (en) Technology for making pile legs of wind power installation ship
CN109648269B (en) Construction process of lifting leg pile of marine life platform
CN101870335B (en) Sectional construction precision control method for cylindrical ultra-deep sea drilling platform
CN103624488B (en) A kind of self-lifting offshore wind power job platform spud leg manufacturing process
CN111532379B (en) Ship anchor platform structure and processing method thereof
CN107401175B (en) A kind of method of construction of the upper guide pipe support of six pile leaders frame
CN102874379B (en) Manufacture method of offshore riprap leveling ship
CN102975817A (en) Integral installation technology method of folding hatch cover and hatch coaming
CN102489947B (en) Bottom chord tube manufacturing process of girder of steel tube concrete truss beam bridge
CN110723263B (en) Ship rudder blade refitting process
CN107825077A (en) It is a kind of to rise self-propulsion type platform leg building technology certainly
CN105414907A (en) Building technology for pile leg of self-elevating wind power vessel
CN103818540A (en) Processing method of eccentric full-revolving steering oar device base
CN104908886A (en) Installation method for energy-saving fin keel of ship
CN103203589A (en) Manufacturing method of pre-baking aluminium cell shell
CN110254623B (en) Manufacturing method of submerged body segment
CN113320659B (en) Method for assembling flange and barrel of double-angle steering oar of ship
CN102886655A (en) Manufacturing process of upper and lower ring beams
CN104476133A (en) Manufacturing method of nine-hydraulic-motor driven self-discharging boom base
CN112722196A (en) Method for mounting propeller base of deep water dynamic positioning crude oil conveying device
CN101812856B (en) Production process of steel pile structure of cutter suction dredger
CN106552832A (en) A kind of manufacturing process of nuclear fuel storage framework bush square tube
CN106514151B (en) It is a kind of to guarantee porous group's latching mechanism part with the process of porosity
CN111604643A (en) Manufacturing and mounting process of crane upright column for ship and ocean engineering
CN114455026A (en) Ship body section slipway large folding method

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