CN107719580A - A kind of horizontal building berth method on 10 ton ships - Google Patents
A kind of horizontal building berth method on 10 ton ships Download PDFInfo
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- CN107719580A CN107719580A CN201710695443.0A CN201710695443A CN107719580A CN 107719580 A CN107719580 A CN 107719580A CN 201710695443 A CN201710695443 A CN 201710695443A CN 107719580 A CN107719580 A CN 107719580A
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- floating dock
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B71/00—Designing vessels; Predicting their performance
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Abstract
A kind of horizontal building berth method on 10 ton ships, comprises the following steps：1st, the arrangement of tooling device is carried out in advance on floating dock, include coaster, coaster head, coaster cobble case, coaster block, Temporary Piers etc., the fixation of block need to be carried out simultaneously, and carrying out building berth docking block, cobble case, block etc. to building berth in advance is arranged, and carries out the installation of building berth traction anchor point in advance；It is an advantage of the invention that：It can guarantee that horizontal building berth in the big ship whole ship of 10 tons.
Description
Technical field
The present invention relates to a kind of horizontal building berth method on 10 ton ships, belong to technical field of ships.
Background technology
Container ship is the ships that transport based on carrying container, and its cargo transport ability is calculated with tonnage, or with loading
The case number of 20 twenty feet equivalent unit 20s (TEU) or 40 twenty feet equivalent unit 20s (FEU) represents that volume of freight is the container ship of 10 tons
Building berth technology is the technological difficulties that all Shipping Companies are capturing always in recent years in whole ship, water on the ship used at present
Flat building berth method carry out 10 ton ships on horizontal building berth when, extremely easily make a fault, the safety in operating process
Coefficient is low.In order to solve above-mentioned difficulties, it is necessary to develop a kind of safety coefficient height, one kind 100,000 of horizontal building berth in whole ship can be realized
Horizontal building berth method on tonne ship.
The content of the invention
It is an object of the invention to provide a kind of horizontal building berth method on 10 ton ships.
The problem to be solved in the present invention be on the ship of preceding use horizontal building berth method carry out 10 ton ships on
The problem of safety coefficient during horizontal building berth in operating process is low.
To realize the purpose of the present invention, the technical solution adopted by the present invention is：
A kind of horizontal building berth method on 10 ton ships, comprises the following steps：
A. carry out the arrangement of tooling device in advance on floating dock, face comprising coaster coaster head coaster cobble case coaster blocks
When pier etc., while the fixation of block need to be carried out, carrying out building berth docking block cobble case blocks etc. to building berth in advance is arranged, in advance
The installation of building berth traction anchor point is carried out, L-type slideway shown position installs 4 LL-B40 suspension ring building berth end two, in 2 cunnings
Car headstock both sides shown position installs 4 LL-B40 suspension ring, to provide sufficiently large pulling force when ensuring the installation of large pulley group,
Building berth shown position installs 15 tons of winch base plates, and installs 15 tons of winches, and so as to the installation for large pulley group of advancing, 750T is slided
After wheel group closely puts on steel wire rope, 2 15T that the movable pulley for the 750T assembly pulleys for putting on steel wire rope is arranged with building berth end
Wire rope handling winch and supporting 80T truckles group are dragged to coaster head by building berth traction anchor point to be coupled with coaster head, and movable pulley drags
Divide two steps, the first step, towing point is set on the slideway of building berth end, the towing point is hung by 40 tons installed on building berth L-type slideway
Ring is provided, and movable pulley is dragged to building berth end, second step, after floating dock is docked with building berth, towing point is set on coaster head,
The towing point is provided by the 40 tons of suspension ring installed on coaster head, then movable pulley is dragged to coaster head；
B.10 ton ship's navigation carries out the related preparation of docking, arranges whole station to specified location and in wharf anchors
Instrument target point, while a datum mark target and total powerstation one are arranged in appropriate location on the homonymy top deck of floating dock,
Total powerstation position, which needs to understand, observes three target points；
C. after the completion for the treatment of floating dock preparation, 14 meters of drinking water is sunk down into, by tugboat traction ship to floating dock berth, then docking
To specified location and complete to position moorings in depressed place, check that whether in place the Temporary Piers on floating dock and coaster are arranged before docking, cloth
Put the frock on floating dock and be both needed to interim fixation, prevent from losing during the dive of floating dock, moorings are positioned in depressed place and use lower water pontoon
The lower water dolly that depressed place carries is carried out, and has suffered journey using total powerstation tracking and monitoring ship docking floatings, is detected the target point on ship and is floated
Datum mark on dock top deck, the mooring of 2500EU ships and floating is instructed to position according to measured value, it is ensured that in main hull
Heart line is alignd with floating dock center line, and front and rear arrival specified location, and target relative coordinate values deviation need to be controlled to be less than 50mm, is floated
Dock now absorbs water 14 meters, and ship absorbs water about 2.6 meters, and about 1.4 meters away from boat bottom of block, need to ensure floating dock berth region on coaster
The depth of water is more than 16 meters, and under the cooperation of total powerstation, tugboat will be drawn to specified location moorings in floating dock, and floating dock is gradual
By drinking water, 14 meters float up to 5 meters of states of floating dock drinking water；In floating-upward process, quiet run floating floating dock, total powerstation whole process with
Track monitors target point, and mooring cable gradually tightens up, and ship stern tugboat band cable is ready to adjust, it is ensured that position is not during floating
Cheaply, that is, ensure that main hull center line aligns with floating dock center line, and it is front and rear be maintained at specified location, target need to be controlled relative
Coordinate value deviation is less than 50mm；When floating dock is risen floating to 5 meters of drinking water, ship is carried on coaster and interim abutment pier completely, is checked true
Recognize hull bottom and state without exception is contacted with coaster, if any exception, need to correct to normal condition；
D. floating dock slideway is rinsed using giant, it is ensured that without the debris for influenceing coaster normal operation on slideway；Drain ship
Each ballast tank ballast water；FR111 ribs position specified location on ship Bottom Plate is marked with white paint, while in building berth
It is marked at docking block at upper this ship FR111 ribs position；
E. it is first piece of launching beam on coaster head is integral using bracket and the welding of lower neatly car, by first piece of cunning of ship bow part
Car is connected integral, the follow-up shifting ship time coaster sidesway of placement with main hull using bracket；
F. after floating dock is risen floating to normal condition, anchor shifting berth to 1# building berths end, 8 meters of slideways of 8 meters of slideways and building berth dock, and join
The mooring operation at floating dock is carried out according to floating dock harbour docking mooring figure, the preparation before moving ship is carried out, adjusts floating dock
Position, it is ensured that the L-type slideway at floating dock docks with the L-type slideway of building berth, makes to slide the slideway on dock and is maintained at arine railway
On same straight line.Slideway on floating dock need to be guaranteed on straight line with arine railway, and hawser is suitably tightened up, prevented
Floating dock drifts about, and after floating dock is docked with building berth, installs large pulley group to coaster head position, 1 hour before shifting ship of formally plugging into,
Interim abutment pier on floating dock is struck into pier, pier order is struck and is from the stern of ship to bow direction both sides while strikes pier successively, really
Protect ship to entirely fall within coaster, clear up slideway, carry out other preparations before shifting ship of plugging into；
G. floating dock tune is downloaded to before plugging into and absorbs water state（5 meters of drinking water）, when tidal level reaches requirement tidal level, floating dock chute surface
Same level is in arine railway face, now progressively drags ship to building berth, really from floating dock by large pulley group
Protect ship ballast water before moving ship to have emptied, during shifting ship of plugging into, because the change of main hull weight momentum and tide is, it is necessary to logical
Cross and pressure water is carried out to floating dock difference cabin to adjust floating dock, to reach floating dock sliding way and arine railway level height
Unanimously, during shifting ship of plugging into, floating dock Shang Dao roads horizontal plane need to ensure in same level with floating arine railway horizontal plane
Highly, laser transit, the levelness linearity depth of parallelism of the measurement slideway in moving process, it is ensured that horizontal are set up in building berth
Spend (L-type slideway interface difference in height ＜ 10mm), linearity (per 12m slideway straightness error ＜ 20mm), the depth of parallelism (left and right slideway
The depth of parallelism is per 12m error ＜ 25mm), and feed back to the adjustment to floating dock, it is ensured that the parameters of slideway can meet that moving ship wants
Ask, during shifting ship of plugging into, the operation of left and right pulling winch ensures synchronous, such as discovery skew as far as possible, in time adjustment left and right strand
The towed speed of car；
H. after ship moves upper building berth, continue to drag ship, until the white paint line at FR111 ribs position on Bottom Plate and the rib position
When locating the white paint line coincidence on building berth docking block, stopping moving ship, building berth docking block paints line as reference docking block layout drawing in advance,
Arranged at FR111 ribs position；
I. after building berth moves ship in place, the docking block cobbles case and block of installation slideway intermediate region, while strike all depressed places on tight building berth
The block of pier steel piers, it is ensured that all docking block steel piers have a certain degree of stress, then remove and move cobble case on ship coaster
The fixed plate ship bow parts connection coaster and main hull fixed plate of coaster and crossbeam are connected with all steel dog ship sterns of block,
Synchronously knock cobble case open from stern to the slideway both sides of bow two, whole ship stress is progressively transferred on building berth docking block, until full ship completely by
Building berth docking block steel pier carries, and completes pier process, and all cramp irons for fixing cobble case and block must before pier is fallen on coaster
It must remove completely；
Properly protect measure when j. striking pier, avoids striking pier cobble and enters slideway, influences coaster and withdraws from, such as supratrochlear cobble case card
Firmly, cobble case need to be cut（Prepare cutting tool in advance）, it is ensured that hull can sink；
K. after the completion of falling pier, coaster and cobble case and block thereon is progressively withdrawn from, the cobble of cleaning slideway both sides, is removed large-scale
The lower water conservancy project dress such as assembly pulley and traction anchor point, upper building berth fall pier end-of-job, and horizontal building berth step terminates on 10 ton ships.
It is an advantage of the invention that：Whole process is safe and orderly, while sets up 2 safety between harbour and floating dock and lead to
Road, facilitate the movement of persons, draw warning safety zone in operating area and safety signses are set, can guarantee that the big of 10 tons
Horizontal building berth in ship whole ship.
Brief description of the drawings
Fig. 1 is building berth L-type slideway, coaster headstock suspension ring installation diagram；
Fig. 2 is 15 tons of building berth end winch and its floor installation schematic diagram；
Fig. 3 is ship docking total powerstation and target distributing position schematic diagram；
Fig. 4 is total powerstation mark X targets arrangement schematic diagram；
Fig. 5 is hull bottom and building berth docking block paint marks schematic diagram；
Fig. 6 is that ship stern only first piece of coaster fixes schematic diagram temporarily with launching beam；
Fig. 7 is that ship bow part coaster fixes schematic diagram temporarily with main hull；
Fig. 8 cobble casees strike pier protection schematic diagram；
Embodiment
Below in conjunction with the accompanying drawings and embodiment the present invention is further illustrated.
Horizontal building berth method on 10 ton ships of one kind of the invention, comprises the following steps：
A. carry out the arrangement of tooling device in advance on floating dock, face comprising coaster coaster head coaster cobble case coaster blocks
When pier etc., while the fixation of block need to be carried out, carrying out building berth docking block cobble case blocks etc. to building berth in advance is arranged, in advance
The installation of building berth traction anchor point is carried out, L-type slideway shown position installs 4 LL-B40 suspension ring building berth end two, in 2 cunnings
Car headstock both sides shown position installs 4 LL-B40 suspension ring, to provide sufficiently large pulling force when ensuring the installation of large pulley group,
Building berth shown position installs 15 tons of winch base plates, and installs 15 tons of winches, and so as to the installation for large pulley group of advancing, 750T is slided
After wheel group closely puts on steel wire rope, 2 15T that the movable pulley for the 750T assembly pulleys for putting on steel wire rope is arranged with building berth end
Wire rope handling winch and supporting 80T truckles group are dragged to coaster head by building berth traction anchor point to be coupled with coaster head, and movable pulley drags
Divide two steps, the first step, towing point is set on the slideway of building berth end, the towing point is hung by 40 tons installed on building berth L-type slideway
Ring is provided, and movable pulley is dragged to building berth end, second step, after floating dock is docked with building berth, towing point is set on coaster head,
The towing point is provided by the 40 tons of suspension ring installed on coaster head, then movable pulley is dragged to coaster head；
B.10 ton ship's navigation carries out the related preparation of docking, arranges whole station to specified location and in wharf anchors
Instrument target point, while a datum mark target and total powerstation one are arranged in appropriate location on the homonymy top deck of floating dock,
Total powerstation position, which needs to understand, observes three target points；
C. after the completion for the treatment of floating dock preparation, 14 meters of drinking water is sunk down into, by tugboat traction ship to floating dock berth, then docking
To specified location and complete to position moorings in depressed place, check that whether in place the Temporary Piers on floating dock and coaster are arranged before docking, cloth
Put the frock on floating dock and be both needed to interim fixation, prevent from losing during the dive of floating dock, moorings are positioned in depressed place and use lower water pontoon
The lower water dolly that depressed place carries is carried out, and has suffered journey using total powerstation tracking and monitoring ship docking floatings, is detected the target point on ship and is floated
Datum mark on dock top deck, the mooring of 2500EU ships and floating is instructed to position according to measured value, it is ensured that in main hull
Heart line is alignd with floating dock center line, and front and rear arrival specified location, and target relative coordinate values deviation need to be controlled to be less than 50mm, is floated
Dock now absorbs water 14 meters, and ship absorbs water about 2.6 meters, and about 1.4 meters away from boat bottom of block, need to ensure floating dock berth region on coaster
The depth of water is more than 16 meters, and under the cooperation of total powerstation, tugboat will be drawn to specified location moorings in floating dock, and floating dock is gradual
By drinking water, 14 meters float up to 5 meters of states of floating dock drinking water；In floating-upward process, quiet run floating floating dock, total powerstation whole process with
Track monitors target point, and mooring cable gradually tightens up, and ship stern tugboat band cable is ready to adjust, it is ensured that position is not during floating
Cheaply, that is, ensure that main hull center line aligns with floating dock center line, and it is front and rear be maintained at specified location, target need to be controlled relative
Coordinate value deviation is less than 50mm；When floating dock is risen floating to 5 meters of drinking water, ship is carried on coaster and interim abutment pier completely, is checked true
Recognize hull bottom and state without exception is contacted with coaster, if any exception, need to correct to normal condition；
D. floating dock slideway is rinsed using giant, it is ensured that without the debris for influenceing coaster normal operation on slideway；Drain ship
Each ballast tank ballast water；FR111 ribs position specified location on ship Bottom Plate is marked with white paint, while in building berth
It is marked at docking block at upper this ship FR111 ribs position；
E. it is first piece of launching beam on coaster head is integral using bracket and the welding of lower neatly car, by first piece of cunning of ship bow part
Car is connected integral, the follow-up shifting ship time coaster sidesway of placement with main hull using bracket；
F. after floating dock is risen floating to normal condition, anchor shifting berth to 1# building berths end, 8 meters of slideways of 8 meters of slideways and building berth dock, and join
The mooring operation at floating dock is carried out according to floating dock harbour docking mooring figure, the preparation before moving ship is carried out, adjusts floating dock
Position, it is ensured that the L-type slideway at floating dock docks with the L-type slideway of building berth, makes to slide the slideway on dock and is maintained at arine railway
On same straight line.Slideway on floating dock need to be guaranteed on straight line with arine railway, and hawser is suitably tightened up, prevented
Floating dock drifts about, and after floating dock is docked with building berth, installs large pulley group to coaster head position, 1 hour before shifting ship of formally plugging into,
Interim abutment pier on floating dock is struck into pier, pier order is struck and is from the stern of ship to bow direction both sides while strikes pier successively, really
Protect ship to entirely fall within coaster, clear up slideway, carry out other preparations before shifting ship of plugging into；
G. floating dock tune is downloaded to before plugging into and absorbs water state（5 meters of drinking water）, when tidal level reaches requirement tidal level, floating dock chute surface
Same level is in arine railway face, now progressively drags ship to building berth, really from floating dock by large pulley group
Protect ship ballast water before moving ship to have emptied, during shifting ship of plugging into, because the change of main hull weight momentum and tide is, it is necessary to logical
Cross and pressure water is carried out to floating dock difference cabin to adjust floating dock, to reach floating dock sliding way and arine railway level height
Unanimously, during shifting ship of plugging into, floating dock Shang Dao roads horizontal plane need to ensure in same level with floating arine railway horizontal plane
Highly, laser transit, the levelness linearity depth of parallelism of the measurement slideway in moving process, it is ensured that horizontal are set up in building berth
Spend (L-type slideway interface difference in height ＜ 10mm), linearity (per 12m slideway straightness error ＜ 20mm), the depth of parallelism (left and right slideway
The depth of parallelism is per 12m error ＜ 25mm), and feed back to the adjustment to floating dock, it is ensured that the parameters of slideway can meet that moving ship wants
Ask, during shifting ship of plugging into, the operation of left and right pulling winch ensures synchronous, such as discovery skew as far as possible, in time adjustment left and right strand
The towed speed of car；
H. after ship moves upper building berth, continue to drag ship, until the white paint line at FR111 ribs position on Bottom Plate and the rib position
When locating the white paint line coincidence on building berth docking block, stopping moving ship, building berth docking block paints line as reference docking block layout drawing in advance,
Arranged at FR111 ribs position；
I. after building berth moves ship in place, the docking block cobbles case and block of installation slideway intermediate region, while strike all depressed places on tight building berth
The block of pier steel piers, it is ensured that all docking block steel piers have a certain degree of stress, then remove and move cobble case on ship coaster
The fixed plate ship bow parts connection coaster and main hull fixed plate of coaster and crossbeam are connected with all steel dog ship sterns of block,
Synchronously knock cobble case open from stern to the slideway both sides of bow two, whole ship stress is progressively transferred on building berth docking block, until full ship completely by
Building berth docking block steel pier carries, and completes pier process, and all cramp irons for fixing cobble case and block must before pier is fallen on coaster
It must remove completely；
Properly protect measure when j. striking pier, avoids striking pier cobble and enters slideway, influences coaster and withdraws from, such as supratrochlear cobble case card
Firmly, cobble case need to be cut（Prepare cutting tool in advance）, it is ensured that hull can sink；
K. after the completion of falling pier, coaster and cobble case and block thereon is progressively withdrawn from, the cobble of cleaning slideway both sides, is removed large-scale
The lower water conservancy project dress such as assembly pulley and traction anchor point, upper building berth fall pier end-of-job, and horizontal building berth step terminates on 10 ton ships.
Claims (2)
1. a kind of horizontal building berth method on 10 ton ships, it is characterized in that：Comprise the following steps：
A. carry out the arrangement of tooling device in advance on floating dock, face comprising coaster coaster head coaster cobble case coaster blocks
When pier etc., while the fixation of block need to be carried out, carrying out building berth docking block cobble case blocks etc. to building berth in advance is arranged, in advance
The installation of building berth traction anchor point is carried out, L-type slideway shown position installs 4 LL-B40 suspension ring building berth end two, in 2 cunnings
Car headstock both sides shown position installs 4 LL-B40 suspension ring, to provide sufficiently large pulling force when ensuring the installation of large pulley group,
Building berth shown position installs 15 tons of winch base plates, and installs 15 tons of winches, and so as to the installation for large pulley group of advancing, 750T is slided
After wheel group closely puts on steel wire rope, 2 15T that the movable pulley for the 750T assembly pulleys for putting on steel wire rope is arranged with building berth end
Wire rope handling winch and supporting 80T truckles group are dragged to coaster head by building berth traction anchor point to be coupled with coaster head, and movable pulley drags
Divide two steps, the first step, towing point is set on the slideway of building berth end, the towing point is hung by 40 tons installed on building berth L-type slideway
Ring is provided, and movable pulley is dragged to building berth end, second step, after floating dock is docked with building berth, towing point is set on coaster head,
The towing point is provided by the 40 tons of suspension ring installed on coaster head, then movable pulley is dragged to coaster head；
B.10 ton ship's navigation carries out the related preparation of docking, according to Figure 14 to specified location and in wharf anchors
Shown in Figure 15 total powerstation target point, while the appropriate location cloth on the homonymy top deck of floating dock are arranged in ship specified location
A datum mark target and total powerstation one are put, total powerstation position, which needs to understand, observes three target points；
C. after the completion for the treatment of floating dock preparation, 14 meters of drinking water is sunk down into, by tugboat traction ship to floating dock berth, then docking
To specified location and complete to position moorings in depressed place, check that whether in place the Temporary Piers on floating dock and coaster are arranged before docking, cloth
Put the frock on floating dock and be both needed to interim fixation, prevent from losing during the dive of floating dock, moorings are positioned in depressed place and use lower water pontoon
The lower water dolly that depressed place carries is carried out, and has suffered journey using total powerstation tracking and monitoring ship docking floatings, is detected the target point on ship and is floated
Datum mark on dock top deck, the mooring of 2500EU ships and floating is instructed to position according to measured value, it is ensured that in main hull
Heart line is alignd with floating dock center line, and front and rear arrival specified location, and target relative coordinate values deviation need to be controlled to be less than 50mm, is floated
Dock now absorbs water 14 meters, and ship absorbs water about 2.6 meters, and about 1.4 meters away from boat bottom of block, need to ensure floating dock berth region on coaster
The depth of water is more than 16 meters, and under the cooperation of total powerstation, tugboat will be drawn to specified location moorings in floating dock, and floating dock is gradual
By drinking water, 14 meters float up to 5 meters of states of floating dock drinking water；In floating-upward process, quiet run floating floating dock, total powerstation whole process with
Track monitors target point, and mooring cable gradually tightens up, and ship stern tugboat band cable is ready to adjust, it is ensured that position is not during floating
Cheaply, that is, ensure that main hull center line aligns with floating dock center line, and it is front and rear be maintained at specified location, target need to be controlled relative
Coordinate value deviation is less than 50mm；When floating dock is risen floating to 5 meters of drinking water, ship is carried on coaster and interim abutment pier completely, is checked true
Recognize hull bottom and state without exception is contacted with coaster, if any exception, need to correct to normal condition；
D. floating dock slideway is rinsed using giant, it is ensured that without the debris for influenceing coaster normal operation on slideway；Drain ship
Each ballast tank ballast water；FR111 ribs position specified location on ship Bottom Plate is marked with white paint, while in building berth
It is marked at docking block at upper this ship FR111 ribs position；
E. it is first piece of launching beam on coaster head is integral using bracket and the welding of lower neatly car, by first piece of cunning of ship bow part
Car is connected integral, the follow-up shifting ship time coaster sidesway of placement with main hull using bracket；
F. after floating dock is risen floating to normal condition, anchor shifting berth to 1# building berths end, 8 meters of slideways of 8 meters of slideways and building berth dock, and join
The mooring operation at floating dock is carried out according to floating dock harbour docking mooring figure, the preparation before moving ship is carried out, adjusts floating dock
Position, it is ensured that the L-type slideway at floating dock docks with the L-type slideway of building berth, makes to slide the slideway on dock and is maintained at arine railway
On same straight line.
2. the slideway on floating dock need to be guaranteed on straight line with arine railway, hawser is suitably tightened up, prevents floating dock
Drift, after floating dock is docked with building berth, large pulley group is installed to coaster head position, 1 hour before shifting ship of formally plugging into, by pontoon
Interim abutment pier on depressed place strikes pier, strikes pier order and is from the stern of ship to bow direction both sides while strikes pier successively, it is ensured that ship
Entirely fall within coaster, clear up slideway, carry out other preparations before shifting ship of plugging into；
G. floating dock tune is downloaded to before plugging into and absorbs water state（5 meters of drinking water）, when tidal level reaches requirement tidal level, floating dock chute surface
Same level is in arine railway face, now progressively drags ship to building berth, really from floating dock by large pulley group
Protect ship ballast water before moving ship to have emptied, during shifting ship of plugging into, because the change of main hull weight momentum and tide is, it is necessary to logical
Cross and pressure water is carried out to floating dock difference cabin to adjust floating dock, to reach floating dock sliding way and arine railway level height
Unanimously, during shifting ship of plugging into, floating dock Shang Dao roads horizontal plane need to ensure in same level with floating arine railway horizontal plane
Highly, laser transit, the levelness linearity depth of parallelism of the measurement slideway in moving process, it is ensured that horizontal are set up in building berth
Spend (L-type slideway interface difference in height ＜ 10mm), linearity (per 12m slideway straightness error ＜ 20mm), the depth of parallelism (left and right slideway
The depth of parallelism is per 12m error ＜ 25mm), and feed back to the adjustment to floating dock, it is ensured that the parameters of slideway can meet that moving ship wants
Ask, during shifting ship of plugging into, the operation of left and right pulling winch ensures synchronous, such as discovery skew as far as possible, in time adjustment left and right strand
The towed speed of car；
H. after ship moves upper building berth, continue to drag ship, until the white paint line at FR111 ribs position on Bottom Plate and the rib position
When locating the white paint line coincidence on building berth docking block, stopping moving ship, building berth docking block paints line as reference docking block layout drawing in advance,
Arranged at FR111 ribs position；
I. after building berth moves ship in place, the docking block cobbles case and block of installation slideway intermediate region, while strike on tight building berth and own
The block of docking block steel piers, it is ensured that all docking block steel piers have a certain degree of stress, then remove and move cobble on ship coaster
All steel dog ships sterns of case and block connect coaster and the fixed plate ship bow parts connection coaster of crossbeam is fixed with main hull
Plate, cobble case is synchronously knocked open from stern to the slideway both sides of bow two, whole ship stress is progressively transferred on building berth docking block, until full ship is complete
Carried by building berth docking block steel pier, complete pier process, all cramp irons for fixing cobble case and block are before pier is fallen on coaster
It must remove completely；
Properly protect measure when j. striking pier, avoids striking pier cobble and enters slideway, influences coaster and withdraws from, such as supratrochlear cobble case card
Firmly, cobble case need to be cut（Prepare cutting tool in advance）, it is ensured that hull can sink；
K. after the completion of falling pier, coaster and cobble case and block thereon is progressively withdrawn from, the cobble of cleaning slideway both sides, is removed large-scale
The lower water conservancy project dress such as assembly pulley and traction anchor point, upper building berth fall pier end-of-job, and horizontal building berth step terminates on 10 ton ships.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710695443.0A CN107719580B (en) | 2017-08-15 | 2017-08-15 | Horizontal building berth method on 10 10,000 tons ships of one kind |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710695443.0A CN107719580B (en) | 2017-08-15 | 2017-08-15 | Horizontal building berth method on 10 10,000 tons ships of one kind |
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| Publication Number | Publication Date |
|---|---|
| CN107719580A true CN107719580A (en) | 2018-02-23 |
| CN107719580B CN107719580B (en) | 2019-05-31 |
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| CN201710695443.0A Active CN107719580B (en) | 2017-08-15 | 2017-08-15 | Horizontal building berth method on 10 10,000 tons ships of one kind |
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| CN (1) | CN107719580B (en) |
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| CN109470226A (en) * | 2018-10-26 | 2019-03-15 | 中船西江造船有限公司 | A method of monitoring is implemented to ship launching and upper row using total station |
| CN111288964A (en) * | 2020-03-12 | 2020-06-16 | 招商局重工（江苏）有限公司 | Method for monitoring levelness of barge in pulling and moving water discharging process |
| CN112033392A (en) * | 2020-08-21 | 2020-12-04 | 武汉第二船舶设计研究所(中国船舶重工集团公司第七一九研究所) | Accurate positioning system and accurate positioning method for ship space |
| CN112623146A (en) * | 2020-12-09 | 2021-04-09 | 大连中远海运重工有限公司 | Towing process method for ship living area block |
| CN113548161A (en) * | 2021-08-03 | 2021-10-26 | 舟山长宏国际船舶修造有限公司 | Half-ship sea-crossing whole ship jacking method |
| CN113650756A (en) * | 2021-08-13 | 2021-11-16 | 舟山长宏国际船舶修造有限公司 | Multi-equipment combined ship moving tool and method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109470226A (en) * | 2018-10-26 | 2019-03-15 | 中船西江造船有限公司 | A method of monitoring is implemented to ship launching and upper row using total station |
| CN111288964A (en) * | 2020-03-12 | 2020-06-16 | 招商局重工（江苏）有限公司 | Method for monitoring levelness of barge in pulling and moving water discharging process |
| CN112033392A (en) * | 2020-08-21 | 2020-12-04 | 武汉第二船舶设计研究所(中国船舶重工集团公司第七一九研究所) | Accurate positioning system and accurate positioning method for ship space |
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| CN112623146A (en) * | 2020-12-09 | 2021-04-09 | 大连中远海运重工有限公司 | Towing process method for ship living area block |
| CN112623146B (en) * | 2020-12-09 | 2022-12-06 | 大连中远海运重工有限公司 | Towing process method for ship living area block |
| CN113548161A (en) * | 2021-08-03 | 2021-10-26 | 舟山长宏国际船舶修造有限公司 | Half-ship sea-crossing whole ship jacking method |
| CN113650756A (en) * | 2021-08-13 | 2021-11-16 | 舟山长宏国际船舶修造有限公司 | Multi-equipment combined ship moving tool and method |
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