CN115233679B - Underwater guide frame with high structural strength - Google Patents

Underwater guide frame with high structural strength Download PDF

Info

Publication number
CN115233679B
CN115233679B CN202210852835.4A CN202210852835A CN115233679B CN 115233679 B CN115233679 B CN 115233679B CN 202210852835 A CN202210852835 A CN 202210852835A CN 115233679 B CN115233679 B CN 115233679B
Authority
CN
China
Prior art keywords
sinking
sinking plate
spring base
guide frame
spring
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.)
Active
Application number
CN202210852835.4A
Other languages
Chinese (zh)
Other versions
CN115233679A (en
Inventor
方海峰
王宁
范纪华
刘天鹏
廖鹏
张薇
徐君成
蔡李花
薛梁
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.)
Jiangsu University of Science and Technology
Original Assignee
Jiangsu University of Science and Technology
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 Jiangsu University of Science and Technology filed Critical Jiangsu University of Science and Technology
Priority to CN202210852835.4A priority Critical patent/CN115233679B/en
Publication of CN115233679A publication Critical patent/CN115233679A/en
Application granted granted Critical
Publication of CN115233679B publication Critical patent/CN115233679B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04Guide devices; Guide frames
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/727Offshore wind turbines

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

The invention provides an underwater guide frame with high structural strength, which comprises a frame body, four guide cylinders vertically arranged on the frame body and an anti-sinking mechanism arranged in the middle of the bottom of the frame body, wherein the anti-sinking mechanism is connected with the frame body through a leveling mechanism, the anti-sinking mechanism comprises an anti-sinking plate, the middle part of the anti-sinking plate is provided with a through hole in a penetrating way, a plurality of unidirectional circulation components which circulate unidirectionally from top to bottom are distributed in the anti-sinking plate, and the anti-sinking plate is connected with the leveling mechanism. The unidirectional flow assembly is closed after the underwater guide frame is in a water draining state, so that the strength of the anti-sinking plate is guaranteed, seawater and sediment above the anti-sinking plate can flow downwards through the unidirectional flow assembly when the underwater guide frame is lifted, and therefore the adsorption force and water resistance of the sediment on the anti-sinking plate, which are received when the anti-sinking plate moves upwards, are reduced, and the whole underwater guide frame is conveniently lifted.

Description

Underwater guide frame with high structural strength
Technical Field
The invention relates to the technical field of offshore wind power platform construction equipment, in particular to an underwater guide frame with high structural strength.
Background
With the rapid development of offshore wind power generation in China, particularly high-power wind power generators and deep water offshore wind farms, the geological conditions of different sea areas are greatly different, and an offshore wind turbine foundation must be capable of adapting to various complex geology, so that for complex marine geological conditions, it is particularly important to fix the large-scale wind power generator and a supporting structure thereof on a seabed.
When constructing the jacket, it is necessary to first perform pile leg burying. However, since the sea depth reaches several tens of meters, an underwater guide frame is required to assist the proper burying of the pile leg, but there are many uneven sludge on the sea floor, which requires the underwater guide frame to have a leveling function. When piling, the frame body receives the impact stress component force of the pile hammer, the current anti-sinking plate is difficult to level, and when receiving the impact stress, the frame body forms a sealing layer with the silt, so that the frame body is difficult to lift.
In order to solve the technical problems, the Chinese invention patent with the publication number of CN114635427A discloses an underwater guide frame, wherein an anti-sinking piece of the underwater guide frame is of a frame body structure in a shape of a circular table, can be well contacted with sludge, simultaneously furthest avoids the adsorption of the sludge on the anti-sinking piece, and the adjustment mechanism is more convenient for adjusting the angle of the anti-sinking piece and quickens the adjustment efficiency; the anti-sinking piece is more labor-saving when lifted upwards, so that the service life of the anti-sinking piece is further prolonged.
It can be known from the detailed description of the patent application, that the anti-sinking piece of the underwater guiding frame is of a frame body structure in a shape of a circular truncated cone, the bottom of the anti-sinking piece is inwards sunken, the anti-sinking piece comprises a connecting ring and a plurality of supporting rings which are coaxially arranged with the connecting ring, the connecting ring is arranged at the top, two adjacent supporting rings are arranged at intervals, the supporting rings are connected through a plurality of supporting blocks, the supporting blocks are radially arranged, and one end of each supporting block is fixedly connected with the outer wall of the connecting ring.
However, in practical application, it is found that for a large-scale underwater guide frame, the structural strength of the anti-sinking member adopting the structure is low, and the impact stress component force of the pile hammer during pile driving cannot be stably borne, so that sufficient compressive strength cannot be ensured.
Disclosure of Invention
The invention aims to provide an underwater guide frame with high structural strength so as to solve the technical problems in the background technology.
In order to achieve the above purpose, the invention provides an underwater guide frame with high structural strength, which comprises a frame body, four guide cylinders vertically arranged on the frame body and an anti-sinking mechanism arranged at the middle position of the bottom of the frame body, wherein the anti-sinking mechanism is connected with the frame body through a leveling mechanism and comprises an anti-sinking plate, the middle part of the anti-sinking plate is provided with through holes in a penetrating way, a plurality of unidirectional circulation assemblies which circulate unidirectionally from top to bottom are distributed in the anti-sinking plate, and the anti-sinking plate is connected with the leveling mechanism.
Further, the unidirectional flow assembly comprises a limit cover, a spring base, a baffle plate and a spring;
the spring base is cylindrical, the top end of the spring base is open, the bottom end of the spring base is sealed, and drain holes are uniformly distributed on the circumferential side wall of the spring base;
the spring is vertically arranged in the spring base;
the middle part of the limiting cover is provided with a water flow hole in a penetrating way, and the limiting cover is connected to the open end of the top of the spring base;
the baffle is movably arranged in the spring base, the baffle is arranged between the top of the spring and the bottom of the limiting cover, and the upper surface of the baffle is movably attached to the bottom of the limiting cover so as to seal the water flow hole.
Further, annular limiting bosses are concentrically arranged on the inner wall of the spring base, the limiting bosses are arranged at the bottoms of the drain holes, and the inner diameter size of the limiting bosses is smaller than that of the baffle plate; the spring vertically penetrates through the limiting boss.
Further, a plurality of drainage convex blocks are distributed on the upper surface of the anti-sinking plate, and the drainage convex blocks are in a spherical crown shape.
Further, the leveling mechanism comprises four hydraulic cylinders which are symmetrically arranged in pairs, one end of each hydraulic cylinder is connected with the spherical hinge at the bottom of the frame body, and the other end of each hydraulic cylinder is connected with the spherical hinge on the upper surface of the anti-sinking plate.
The beneficial effects of the invention are as follows:
the unidirectional flow assembly is in a closed state after the underwater guide frame is in a water-down state, so that the strength of the anti-sinking plate is ensured, seawater and silt above the anti-sinking plate can flow downwards through the unidirectional flow assembly when the underwater guide frame is lifted, and therefore the adsorption force and the water resistance of the silt received when the anti-sinking plate moves upwards on the anti-sinking plate are reduced, and the whole underwater guide frame is conveniently lifted.
And the drainage protruding block can guide seawater and sediment above the anti-sinking plate to fall into the unidirectional circulation assembly more quickly, so that the resistance to the upward movement of the anti-sinking plate is further reduced.
Finally, the leveling mechanism comprises four hydraulic cylinders which are symmetrically arranged in pairs, and the hydraulic cylinders are connected with the frame body and the anti-sinking plate in a spherical hinge mode, so that the anti-sinking plate can be adjusted at multiple angles, and the leveling efficiency is improved.
In conclusion, the underwater guide frame not only greatly improves the leveling efficiency, but also enables the guide frame to be lifted from the sea water more easily on the premise of ensuring the strength of the anti-sinking plate, and meets the actual requirements more.
Drawings
FIG. 1 is a schematic view of an underwater guide frame with high structural strength according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of an anti-sinking plate according to an embodiment of the present invention;
FIG. 3 is a schematic diagram of a second embodiment of an anti-sinking plate;
FIG. 4 is a schematic structural diagram of a unidirectional flow module according to an embodiment of the present invention;
fig. 5 is a schematic diagram of an installation structure of a hydraulic cylinder according to an embodiment of the present invention.
Detailed Description
Specific embodiments of the present invention will be described in more detail below with reference to the drawings. The advantages and features of the present invention will become more apparent from the following description. It should be noted that the drawings are in a very simplified form and are all to a non-precise scale, merely for convenience and clarity in aiding in the description of embodiments of the invention.
As shown in fig. 1, fig. 2 and fig. 3, the underwater guide frame with high structural strength provided by the embodiment of the invention comprises a frame body 1, four guide cylinders 2 vertically arranged on the frame body 1 and an anti-sinking mechanism 3 arranged at the middle position of the bottom of the frame body 1, wherein the anti-sinking mechanism 3 is connected with the frame body 1 through a leveling mechanism, the anti-sinking mechanism 3 comprises an anti-sinking plate 4, a through hole 5 is formed in the middle part of the anti-sinking plate 4 in a penetrating manner, a plurality of unidirectional circulation assemblies 6 which circulate unidirectionally from top to bottom are distributed in the anti-sinking plate 4, and the anti-sinking plate 4 is connected with the leveling mechanism.
Specifically, as shown in fig. 4, the unidirectional flow assembly 6 includes a limit cap 7, a spring base 8, a baffle 9, and a spring 10. The spring base 8 is in a cylinder shape, the top end is open, the bottom end is sealed, and drain holes 11 are uniformly distributed on the circumferential side wall of the spring base 8. The spring 10 is vertically arranged in the spring mount 8. The middle part of the limiting cover 7 is provided with a water flow hole 12 in a penetrating way, and the limiting cover 7 is connected to the open end of the top of the spring base 8. The baffle plate 9 is movably arranged in the spring base 8, the baffle plate 9 is arranged between the top of the spring 10 and the bottom of the limit cover 7, and the upper surface of the baffle plate 9 is movably attached to the bottom surface of the limit cover 7 so as to seal the water flow hole 12.
When the underwater guide frame is lifted upwards, seawater and silt flow in from the water flow holes 12, the spring 10 is compressed downwards through the baffle plate 9, after the spring 10 is compressed, the baffle plate 9 is separated from contact with the bottom surface of the limit cover 7, and moves downwards along the axial direction of the spring base 8, at the moment, the drain holes 11 are communicated with the water flow holes 12, and the seawater and the silt can flow from the upper surface of the anti-sinking plate 4 to the lower surface.
Annular limiting bosses 13 are concentrically arranged on the inner wall of the spring base 8, the limiting bosses 13 are arranged at the bottom of the drain hole 11, and the inner diameter size of the limiting bosses 13 is smaller than that of the baffle 9. The spring 10 vertically penetrates into the limit boss 13. The limiting boss 13 is used to limit the downward movement travel of the shutter 9.
Further, as shown in fig. 2, a plurality of drainage convex blocks 14 are distributed on the upper surface of the anti-sinking plate 4, and the drainage convex blocks 14 are spherical crowns.
Specifically, the two types of the drainage convex blocks 14 are included, the two types of the drainage convex blocks 14 are different in size, and the two types of the drainage convex blocks 14 are uniformly and symmetrically arranged on the upper surface of the anti-sinking plate 4 respectively. The distribution of the different sized drainage bumps 14 is related to the distribution of the unidirectional flow components 6 on the anti-settling plate. Specifically, a large drainage bump 14 is adopted at the dense center of the unidirectional flow assembly 6 to assist water and sediment to flow into the nearby unidirectional flow assembly 6 better; a relatively small drainage bump 14 is used at the peripheral edge of the anti-settling plate 4.
Because the surface of the drainage convex block 14 presents a smooth spherical crown shape, water and sediment on the surface of the drainage convex block 14 can slide down to the periphery along the surface of the drainage convex block 14, and some of the water and sediment fall into the surrounding unidirectional circulation assembly 6, and some of the water and sediment directly fall into the anti-sinking plate 4, so that the water and sediment can flow more efficiently.
In this embodiment, the leveling mechanism includes four hydraulic cylinders 15 symmetrically arranged in pairs, as shown in fig. 5, one end of each hydraulic cylinder 15 is connected with a spherical hinge at the bottom of the frame body 1, and the other end is connected with a spherical hinge on the upper surface of the anti-sinking plate 4. Four pneumatic cylinders 15 can carry out the multi-angle to prevent sinking plate 4 and adjust, improves the efficiency of leveling.
In general, the unidirectional flow assembly can be in a closed state after the underwater guide frame is in water, so that the strength of the anti-sinking plate is ensured, and the seawater and the silt above the anti-sinking plate can flow downwards through the unidirectional flow assembly when the underwater guide frame is lifted, so that the adsorption force and the water resistance of the silt received when the anti-sinking plate moves upwards on the anti-sinking plate are reduced, and the whole underwater guide frame is conveniently lifted.
And the drainage protruding block can guide seawater and sediment above the anti-sinking plate to fall into the unidirectional circulation assembly more quickly, so that the resistance to the upward movement of the anti-sinking plate is further reduced.
Finally, the leveling mechanism comprises four hydraulic cylinders which are symmetrically arranged in pairs, and the hydraulic cylinders are connected with the frame body and the anti-sinking plate in a spherical hinge mode, so that the anti-sinking plate can be adjusted at multiple angles, and the leveling efficiency is improved.
In conclusion, the underwater guide frame not only greatly improves the leveling efficiency, but also enables the guide frame to be lifted from the sea water more easily on the premise of ensuring the strength of the anti-sinking plate, and meets the actual requirements more.
The foregoing is merely a preferred embodiment of the present invention and is not intended to limit the present invention in any way. Any person skilled in the art will make any equivalent substitution or modification to the technical solution and technical content disclosed in the invention without departing from the scope of the technical solution of the invention, and the technical solution of the invention is not departing from the scope of the invention.

Claims (4)

1. The utility model provides a high-structural strength underwater guide frame, is in including support body (1), four vertical settings guide cylinder (2) on support body (1) and be located prevent heavy mechanism (3) that support body (1) bottom intermediate position set up, prevent heavy mechanism (3) through leveling mechanism with support body (1) are connected, its characterized in that: the anti-sinking mechanism (3) comprises an anti-sinking plate (4), a through hole (5) is formed in the middle of the anti-sinking plate (4) in a penetrating mode, a plurality of unidirectional circulation assemblies (6) which circulate unidirectionally from top to bottom are distributed in the anti-sinking plate (4), and the anti-sinking plate (4) is connected with the leveling mechanism;
the unidirectional flow assembly (6) comprises a limit cover (7), a spring base (8), a baffle (9) and a spring (10);
the spring base (8) is cylindrical, the top end of the spring base is open, the bottom end of the spring base is sealed, and drain holes (11) are uniformly distributed on the circumferential side wall of the spring base (8);
the spring (10) is vertically arranged in the spring base (8);
the middle part of the limiting cover (7) is provided with a water flow hole (12) in a penetrating way, and the limiting cover (7) is connected to the open end of the top of the spring base (8);
the baffle (9) is movably arranged in the spring base (8), the baffle (9) is arranged between the top of the spring (10) and the bottom of the limit cover (7), and the upper surface of the baffle (9) is movably attached to the bottom surface of the limit cover (7) so as to seal the water flow hole (12).
2. The underwater guide frame with high structural strength according to claim 1, wherein annular limiting bosses (13) are concentrically arranged on the inner wall of the spring base (8), the limiting bosses (13) are arranged at the bottom of the drain hole (11), and the inner diameter size of the limiting bosses (13) is smaller than the diameter size of the baffle plate (9); the spring (10) vertically penetrates through the limiting boss (13).
3. An underwater guiding frame with high structural strength as in claim 1, characterized in that a plurality of drainage convex blocks (14) are distributed on the upper surface of the anti-sinking plate (4), and the drainage convex blocks (14) are spherical crowns.
4. The underwater guide frame with high structural strength according to claim 1, wherein the leveling mechanism comprises four hydraulic cylinders (15) which are symmetrically arranged in pairs, one end of each hydraulic cylinder (15) is connected with a spherical hinge at the bottom of the frame body (1), and the other end of each hydraulic cylinder is connected with a spherical hinge on the upper surface of the anti-sinking plate (4).
CN202210852835.4A 2022-07-19 2022-07-19 Underwater guide frame with high structural strength Active CN115233679B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210852835.4A CN115233679B (en) 2022-07-19 2022-07-19 Underwater guide frame with high structural strength

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210852835.4A CN115233679B (en) 2022-07-19 2022-07-19 Underwater guide frame with high structural strength

Publications (2)

Publication Number Publication Date
CN115233679A CN115233679A (en) 2022-10-25
CN115233679B true CN115233679B (en) 2024-04-02

Family

ID=83673938

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210852835.4A Active CN115233679B (en) 2022-07-19 2022-07-19 Underwater guide frame with high structural strength

Country Status (1)

Country Link
CN (1) CN115233679B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116837848B (en) * 2023-09-01 2024-01-23 中交第一航务工程局有限公司 Underwater multi-pile piling guide device and application method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2309063A1 (en) * 2009-10-01 2011-04-13 Aker Jacket Technology AS Apparatus, system and method of extending piles into a seabed
CN216586473U (en) * 2021-11-11 2022-05-24 江苏亨通蓝德海洋工程有限公司 Adsorption-preventing mechanism of base type offshore pile stabilizing platform
CN114635427A (en) * 2022-04-23 2022-06-17 张家港江苏科技大学产业技术研究院 Underwater guide frame

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2309063A1 (en) * 2009-10-01 2011-04-13 Aker Jacket Technology AS Apparatus, system and method of extending piles into a seabed
CN216586473U (en) * 2021-11-11 2022-05-24 江苏亨通蓝德海洋工程有限公司 Adsorption-preventing mechanism of base type offshore pile stabilizing platform
CN114635427A (en) * 2022-04-23 2022-06-17 张家港江苏科技大学产业技术研究院 Underwater guide frame

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
开孔方形防沉板在海底黏性土中的承载特性;张所辉;吴姝娜;金涛;;计算机辅助工程(01);全文 *

Also Published As

Publication number Publication date
CN115233679A (en) 2022-10-25

Similar Documents

Publication Publication Date Title
CN115233679B (en) Underwater guide frame with high structural strength
US9499240B2 (en) Floating marine structure
CN103205980A (en) Large-diameter mono-pile foundation of offshore wind turbine and construction method of large-diameter mono-pile foundation
CN113846665B (en) Combined type offshore wind turbine foundation suitable for deepwater conditions and installation method thereof
CN112761177B (en) Multifunctional comprehensive fan single-pile foundation and damping dynamic adjustment method thereof
CN110055960A (en) Ice-breaking for offshore wind farm pile type foundation disappear wave combination unit
CN113404081A (en) Suction bucket foundation structure assisting sinking by using high-frequency vibration device and construction method thereof
CN112145365A (en) Offshore floating type wind generating set based on single-column foundation configured damper
CN202000327U (en) Continuous stepwise type hydraulic lifting device
CN216586473U (en) Adsorption-preventing mechanism of base type offshore pile stabilizing platform
CN111075659A (en) Offshore wind turbine floating foundation suitable for deep water area and construction method
CN101298765B (en) Novel single pillar structure and mounting method thereof
CN114635427B (en) Underwater guide frame
CN104234950A (en) Base of wind driven generator used for deep-water area
CN205000337U (en) Rubble foundation bed levelling means
CN217778919U (en) Three-upright-column semi-submersible type floating wind power generation foundation
CN216044183U (en) One-step integrated installation device and system for offshore wind turbine with buoy gravity type foundation
CN111335354B (en) Ocean anchor foundation construction device with adjustable height
CN212506384U (en) Utilize supplementary submerged suction bucket foundation structure of high-frequency vibration device
CN211646452U (en) Fan foundation and fan
CN211288052U (en) Wind energy water pumping equipment on ocean
CN115059107A (en) Grouting-free top plate structure of offshore wind power suction pile foundation and mounting method thereof
CN211737376U (en) Offshore wind turbine floating foundation applicable to deep water area
CN210338232U (en) Floating type underwater wind power or communication equipment foundation
CN210066693U (en) Offshore geological exploration platform structure with assembled barrel-shaped foundation

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant