CN102312438A - Piling construction equipment for large steel pipe piles of seaborn intertidal zone wind power station - Google Patents
Piling construction equipment for large steel pipe piles of seaborn intertidal zone wind power station Download PDFInfo
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- CN102312438A CN102312438A CN2010102161550A CN201010216155A CN102312438A CN 102312438 A CN102312438 A CN 102312438A CN 2010102161550 A CN2010102161550 A CN 2010102161550A CN 201010216155 A CN201010216155 A CN 201010216155A CN 102312438 A CN102312438 A CN 102312438A
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Abstract
Piling construction equipment for the large steel pipe piles of a seaborn intertidal zone wind power station relates to the civil construction project industry of the construction industry, and consists of a guide frame (1), a crawler crane (2), a boat body (3), two tail regulation water tanks (4), two No. 2 ballast tanks (5), an oil bunker (6-1), a freshwater tank (6-2), two No.1 ballast tanks (7), two head regulation water tanks (8), a main deck (9), a deck A (10) and a deck B (11); and a shallow draft operation boat which is specially designed and satisfies the intertidal zone construction is adopted to reconstruct, is provided with a special pile sinking guide frame, a global positioning system (GPS), large hoisting equipment and a large hydraulic vibration hammer to carry out the pile sinking operation, so the problem of the large steel pipe piles of the intertidal zone construction is solved, and the construction safety problem of the stranding state of the piling boat is solved at the same time.
Description
Technical field:
The present invention relates to the civil construction project industry of building trade, be specifically related to marine intertidal belt wind electric field large-scale steel pipe stake piling construction equipment.
Background technology:
Traditional special-purpose pile driving barge is considered vessel stability, and designed draft is darker, can't satisfy the construction requirement in the more shallow zone of the overwhelming majority depth of water, intertidal zone, and can't satisfy the piling construction of large-scale steel pipe stake.Short when the beach is revealed in the intertidal zone, and the beach face bearing capacity is low, can't satisfy the requirement that conventional land pile driving equipment is marched into the arena and constructed.The marine major diameter piling bar of present domestic routine is heavy to be put and adopts steel structure platform waterborne to combine that fixed leading truck is heavy to be put.
Summary of the invention:
The purpose of this invention is to provide a kind of marine intertidal belt wind electric field large-scale steel pipe stake piling construction equipment; It adopts the custom-designed shallow draft operation conversion of a vessel that satisfies the intertidal zone construction; Configure dedicated pile sinking leading truck, GPS navigation system, large lifting equipment, large hydraulic vibrating hammer carry out the pile sinking operation; Solve the problem of zone, intertidal zone construction large-scale steel pipe stake, solved the construction safety problem of piling Calculation of Ship Grounding's state simultaneously.
In order to solve the existing problem of background technology, the present invention adopts following technical scheme: it by leading truck 1, crawler crane 2, hull 3, two tails regulate water tank 4, two No. two ballast tanks 5, fuel oil tank 6-1, fresh-water tank 6-2, two ballast tanks 7, two first water tanks 8, main deck 9, A deck 10, B deck 11 regulated are formed; Two tails are regulated the left and right sides that water tank 4 is separately positioned on piling construction equipment; Fuel oil tank 6-1 and fresh-water tank 6-2 are separately positioned on the left and right sides of piling construction equipment; Two ballast tanks 7 are separately positioned on the left and right sides of piling construction equipment; Two first adjusting water tanks 8 are separately positioned on the left and right sides of piling construction equipment; Two tails are regulated the left side that water tank 4 is arranged on two No. two ballast tanks 5; Fuel oil tank 6-1, fresh-water tank 6-2 are arranged on the left side of two ballast tanks 7, and two first regulates the right side that water tanks 8 are arranged on a ballast tank 7, leading truck 1, crawler crane 2, two tails regulate water tank 4, two No. two ballast tanks 5, fuel oil tank 6-1, fresh-water tank 6-2, two ballast tanks 7, two first regulate water tank 8, main deck 9, A deck 10, B deck 11 place respectively hull 3 above; B deck 11 places above the A deck 10, and A deck 10 places above the main deck 9.
Be provided with between the kitchen above the described A deck 10, the dining room, the room, Tool Room, power distribution station, site office, between food storage, the bathroom, the washroom is provided with several rooms above the B deck 11.
Steel pipe pile pile sinking leading truck 1 of the present invention adopts welding manner to be connected with hull 3; The pile sinking leading truck adopts special-purpose pile holding system, carries out the i.e. location of steady stake; Heavy the putting of steel pipe pile breaks traditions, and adopts large hydraulic vibrating hammer pile sinking.
The course of work: through DGPS location (system carries out boats and ships and just locatees)---is hung stake by crawler crane and---is hung stake entering leading truck---leading truck is accurately located---vibration hammer piling the present invention and have following beneficial effect: adopt the custom-designed shallow draft operation conversion of a vessel that satisfies the intertidal zone construction; Configure dedicated pile sinking leading truck, GPS navigation system, large lifting equipment, large hydraulic vibrating hammer carry out the pile sinking operation; Solve the problem of zone, intertidal zone construction large-scale steel pipe stake, solved the construction safety problem of piling Calculation of Ship Grounding's state simultaneously.
Description of drawings:
Fig. 1 is a structural representation of the present invention;
Fig. 2 is a vertical view of the present invention;
Fig. 3 is the structural representation on A of the present invention deck;
Fig. 4 is the structural representation on B of the present invention deck.
The specific embodiment:
Referring to Fig. 1-4, this specific embodiment adopts following technical scheme: it by leading truck 1, crawler crane 2, hull 3, two tails regulate water tank 4, two No. two ballast tanks 5, fuel oil tank 6-1, fresh-water tank 6-2, two ballast tanks 7, two first water tanks 8, main deck 9, A deck 10, B deck 11 regulated are formed; Two tails are regulated the left and right sides that water tank 4 is separately positioned on piling construction equipment; Fuel oil tank 6-1 and fresh-water tank 6-2 are separately positioned on the left and right sides of piling construction equipment; Two ballast tanks 7 are separately positioned on the left and right sides of piling construction equipment; Two first adjusting water tanks 8 are separately positioned on the left and right sides of piling construction equipment; Two tails are regulated the left side that water tank 4 is arranged on two No. two ballast tanks 5; Fuel oil tank 6-1, fresh-water tank 6-2 are arranged on the left side of two ballast tanks 7, and two first regulates the right side that water tanks 8 are arranged on a ballast tank 7, leading truck 1, crawler crane 2, two tails regulate water tank 4, two No. two ballast tanks 5, fuel oil tank 6-1, fresh-water tank 6-2, two ballast tanks 7, two first regulate water tank 8, main deck 9, A deck 10, B deck 11 place respectively hull 3 above; B deck 11 places above the A deck 10, and A deck 10 places above the main deck 9.
Be provided with between the kitchen above the described A deck 10, the dining room, the room, Tool Room, power distribution station, site office, between food storage, the bathroom, the washroom is provided with several rooms above the B deck 11.
Steel pipe pile pile sinking leading truck 1 of the present invention adopts welding manner to be connected with hull 3; The pile sinking leading truck adopts special-purpose pile holding system, carries out the i.e. location of steady stake; Heavy the putting of steel pipe pile breaks traditions, and adopts large hydraulic vibrating hammer pile sinking.
The course of work: through DGPS location (system carries out boats and ships and just locatees)---is hung stake by crawler crane and---is hung stake and get into the piling of leading truck---leading truck is accurately located---vibration hammer
This specific embodiment adopts the custom-designed shallow draft operation conversion of a vessel that satisfies the intertidal zone construction; Configure dedicated pile sinking leading truck, GPS navigation system, large lifting equipment, large hydraulic vibrating hammer carry out the pile sinking operation; Solve the problem of zone, intertidal zone construction large-scale steel pipe stake, solved the construction safety problem of piling Calculation of Ship Grounding's state simultaneously.
Claims (5)
1. marine intertidal belt wind electric field large-scale steel pipe stake piling construction equipment is characterized in that it regulates the first water tank (8), main deck (9), A deck (10), B deck (11) regulated of water tank (4), two No. two ballast tanks (5), fuel oil tank (6-1), fresh-water tank (6-2), two ballast tanks (7), two by leading truck (1), crawler crane (2), hull (3), two tails and form; Two tails are regulated the left and right sides that water tank (4) is separately positioned on piling construction equipment; Fuel oil tank (6-1) and fresh-water tank (6-2) are separately positioned on the left and right sides of piling construction equipment; Two ballast tanks (7) are separately positioned on the left and right sides of piling construction equipment; Two first adjusting water tanks (8) are separately positioned on the left and right sides of piling construction equipment; Two tails are regulated the left side that water tank (4) is arranged on two No. two ballast tanks (5); Fuel oil tank (6-1), fresh-water tank (6-2) are arranged on the left side of two ballast tanks (7), and two first regulates the right side that water tanks (8) are arranged on a ballast tank (7), leading truck (1), crawler crane (2), two tails regulate water tank (4), two No. two ballast tanks (5), fuel oil tank (6-1), fresh-water tank (6-2), two ballast tanks (7), two first regulate water tank (8), main deck (9), A deck (10), B deck (11) place respectively hull (3) above; B deck (11) places above the A deck (10), and A deck (10) place above the main deck (9).
2. marine intertidal belt wind electric field large-scale steel pipe stake piling construction equipment according to claim 1 is characterized in that being provided with between the kitchen dining room above the described A deck (10); The room, Tool Room, power distribution station; Site office, between food storage, the bathroom; The washroom, the B deck is provided with several rooms above (11).
3. marine intertidal belt wind electric field large-scale steel pipe stake piling construction equipment according to claim 1 is characterized in that described leading truck (1) adopts welding manner to be connected with hull (3); The pile sinking leading truck adopts special-purpose pile holding system, carries out the i.e. location of steady stake; Heavy the putting of steel pipe pile breaks traditions, and adopts large hydraulic vibrating hammer pile sinking.
4. marine intertidal belt wind electric field large-scale steel pipe stake piling construction equipment according to claim 1 is characterized in that its course of work is: through DGPS location (system carries out boats and ships and just locatees)---hangs stake by crawler crane and---hangs stake and get into the piling of leading truck---leading truck is accurately located---vibration hammer.
5. marine intertidal belt wind electric field large-scale steel pipe stake piling construction equipment according to claim 1; It is characterized in that the custom-designed shallow draft operation conversion of a vessel that satisfies the intertidal zone construction of its employing; Configure dedicated pile sinking leading truck, GPS navigation system, large lifting equipment, large hydraulic vibrating hammer carry out the pile sinking operation; Solve the problem of zone, intertidal zone construction large-scale steel pipe stake, solved the construction safety problem of piling Calculation of Ship Grounding's state simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102161550A CN102312438A (en) | 2010-07-02 | 2010-07-02 | Piling construction equipment for large steel pipe piles of seaborn intertidal zone wind power station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102161550A CN102312438A (en) | 2010-07-02 | 2010-07-02 | Piling construction equipment for large steel pipe piles of seaborn intertidal zone wind power station |
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| Publication Number | Publication Date |
|---|---|
| CN102312438A true CN102312438A (en) | 2012-01-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010102161550A Pending CN102312438A (en) | 2010-07-02 | 2010-07-02 | Piling construction equipment for large steel pipe piles of seaborn intertidal zone wind power station |
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| CN (1) | CN102312438A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839666A (en) * | 2012-09-05 | 2012-12-26 | 三一集团有限公司 | Bottom-supported floating pile-driving platform |
| CN103661827A (en) * | 2013-12-27 | 2014-03-26 | 天津港航工程有限公司 | Installation system and construction method of wind turbine assembly in sea intertidal zone |
| CN105178316A (en) * | 2015-08-17 | 2015-12-23 | 中交第三航务工程局有限公司 | Vibrating pile-sinking pile driving barge used for global position system (GPS) overwater pile-sinking control |
| CN107059850A (en) * | 2017-05-25 | 2017-08-18 | 中交第三航务工程局有限公司 | A kind of inland river deep water rock quality base steel tube pile embeded in rock construction system and technique |
| CN108571005A (en) * | 2018-03-27 | 2018-09-25 | 江苏华西村海洋工程服务有限公司 | Jacket construction technique |
| CN109914408A (en) * | 2019-03-13 | 2019-06-21 | 江苏科技大学 | A kind of pile driving barge and its pose adjustment, location control and pile-driving method |
| CN110083151A (en) * | 2019-03-13 | 2019-08-02 | 上海雄程海洋工程股份有限公司 | A kind of pile driving barge position control method and system |
| CN110158634A (en) * | 2019-05-14 | 2019-08-23 | 中交第一航务工程局有限公司 | Construction system and construction method for offshore wind farm steel-pipe pile band hammer staking out pile sinking |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| SU657122A1 (en) * | 1976-06-28 | 1979-04-15 | Всесоюзный Ордена Ленина Проектно-И Научно-Исследовательский Изыскательский Институт "Гидропроект" Им. С.Я.Жука | Pile sinking device |
| JP2007032017A (en) * | 2005-07-25 | 2007-02-08 | Kajima Corp | Pile driving method and pile driving apparatus |
| CN101597901A (en) * | 2009-06-22 | 2009-12-09 | 中交二航局第三工程有限公司 | The double crane pile driving barge of off-lying sea man-made island construction is pieced together stake and pile pressing method |
| CN201457700U (en) * | 2009-08-06 | 2010-05-12 | 天津天易海上工程有限公司 | Bottom mounted pipe-laying ship |
-
2010
- 2010-07-02 CN CN2010102161550A patent/CN102312438A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| SU657122A1 (en) * | 1976-06-28 | 1979-04-15 | Всесоюзный Ордена Ленина Проектно-И Научно-Исследовательский Изыскательский Институт "Гидропроект" Им. С.Я.Жука | Pile sinking device |
| JP2007032017A (en) * | 2005-07-25 | 2007-02-08 | Kajima Corp | Pile driving method and pile driving apparatus |
| CN101597901A (en) * | 2009-06-22 | 2009-12-09 | 中交二航局第三工程有限公司 | The double crane pile driving barge of off-lying sea man-made island construction is pieced together stake and pile pressing method |
| CN201457700U (en) * | 2009-08-06 | 2010-05-12 | 天津天易海上工程有限公司 | Bottom mounted pipe-laying ship |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839666A (en) * | 2012-09-05 | 2012-12-26 | 三一集团有限公司 | Bottom-supported floating pile-driving platform |
| CN102839666B (en) * | 2012-09-05 | 2015-05-13 | 三一集团有限公司 | Bottom-supported floating pile-driving platform |
| CN103661827A (en) * | 2013-12-27 | 2014-03-26 | 天津港航工程有限公司 | Installation system and construction method of wind turbine assembly in sea intertidal zone |
| CN105178316A (en) * | 2015-08-17 | 2015-12-23 | 中交第三航务工程局有限公司 | Vibrating pile-sinking pile driving barge used for global position system (GPS) overwater pile-sinking control |
| CN107059850A (en) * | 2017-05-25 | 2017-08-18 | 中交第三航务工程局有限公司 | A kind of inland river deep water rock quality base steel tube pile embeded in rock construction system and technique |
| CN108571005A (en) * | 2018-03-27 | 2018-09-25 | 江苏华西村海洋工程服务有限公司 | Jacket construction technique |
| CN109914408A (en) * | 2019-03-13 | 2019-06-21 | 江苏科技大学 | A kind of pile driving barge and its pose adjustment, location control and pile-driving method |
| CN110083151A (en) * | 2019-03-13 | 2019-08-02 | 上海雄程海洋工程股份有限公司 | A kind of pile driving barge position control method and system |
| WO2020182231A3 (en) * | 2019-03-13 | 2020-10-22 | 江苏科技大学 | Pile-driving barge, and posture adjustment, positioning control and pile-driving methods therefor |
| CN110158634A (en) * | 2019-05-14 | 2019-08-23 | 中交第一航务工程局有限公司 | Construction system and construction method for offshore wind farm steel-pipe pile band hammer staking out pile sinking |
| CN110158634B (en) * | 2019-05-14 | 2024-02-06 | 中交第一航务工程局有限公司 | Construction system and construction method for pile sinking of offshore wind power steel pipe pile with hammer |
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Application publication date: 20120111 |