Seabed data center structure based on large-diameter steel pipe piles

Abstract

A seabed data center structure based on a large-diameter steel pipe pile belongs to the technical field of seabed data centers and comprises a tension band, a rotating structure, five jacking structures and five data bin structures and is mounted on the large-diameter steel pipe pile. Through a rotating structure, when a data cabin in the large-diameter steel pipe pile is subjected to daily maintenance and overhaul, a worker logs in through a working platform, at the moment, through driving of a first driving motor, an output shaft of the worker can drive a rotating disc to rotate, and when the rotating disc rotates in a manner of being attached to the concave surface of a flower gear, an extension rod drives a shifting rod to penetrate into a vertical groove; the spline gear is shifted to drive the rotating shaft to rotate, so that the data cabin body needing to be overhauled in the rotating shaft can be rotated to be close to the working platform, workers can conveniently go down to overhaul and maintain, and compared with a traditional data cabin overhaul mode, diving operation is avoided, a large crane ship is not needed, the operation and maintenance cost and risk are remarkably reduced, and the maintenance efficiency is improved. The operation safety is improved, and the problems of high operation and maintenance difficulty and high cost in the prior art are solved.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of submarine data center, in particular to a submarine data center structure based on large-diameter steel pipe pile. BACKGROUND

[0002] As a green digital infrastructure, the submarine data center uses seawater as a natural cooling medium, which can reduce cooling energy consumption by more than 90% compared with land data centers; without fresh water cooling, it reduces fresh water consumption. The submarine data center is close to the coastal economic belt, which can reduce data transmission delay, improve the response speed of cloud computing, AI and other applications, and improve data storage and computing efficiency; release land resources; existing data verifies that the reliability of servers working in the submarine, sealed inert gas environment is 8 times that of land computer rooms, so the advantages of energy saving, high efficiency, resource saving, safety and stability of the submarine data center have positive significance for the sustainable development of data industry, marine economic innovation and digital economic layout, and is an important direction for the development of future data centers.

[0003] The existing technology for the maintenance of the submarine data center usually uses divers to hang hooks, and uses a crane ship to lift the data cabin body out of the water as a whole, in addition, the current submarine data center is usually installed by lifting 1-2 data cabin bodies into the water as a whole, which is difficult to promote the large-scale development of the submarine data center, the present application provides a submarine data center structure based on large-diameter steel pipe pile, which avoids the high cost of personnel diving and large crane ship configuration during the maintenance of the submarine data center, and can promote the large-scale construction of the submarine data center. Based on the existing technical deficiencies, the present application designs a submarine data center structure based on large-diameter steel pipe pile. SUMMARY

[0004] The present application provides a submarine data center structure based on large-diameter steel pipe pile, which has the advantages of scalable installation, low construction risk and convenient daily maintenance, and solves the problems mentioned in the background art.

[0005] The application provides the following technical scheme: a seabed data center structure based on a large-diameter steel pipe pile, which comprises a hoop, a rotating structure, five jacking structures and five data warehouse structures, is installed on the large-diameter steel pipe pile, the hoop is sleeved outside the large-diameter steel pipe pile, rigid connecting rods are fixedly installed on the two sides of the outer surface of the hoop, and ocean energy power generation equipment is fixedly installed at the ends of the two rigid connecting rods; the rotating structure comprises a base pedestal, a first supporting plate and a second supporting plate, the base pedestal is arranged at the bottom of the inner cavity of the large-diameter steel pipe pile, the first supporting plate and the second supporting plate are fixed to the inner wall of the large-diameter steel pipe pile, a rotating shaft is rotatably installed at the top of the second supporting plate, a composite submarine cable is fixedly installed on one side of the outer surface of the base pedestal, a current collecting ring is rotatably installed at the top of the rotating shaft, an external submarine cable is fixedly installed at the top of the current collecting ring, a waterproof cover is fixedly installed at the top of the first supporting plate, a flower gear is rotatably installed at the bottom of the second supporting plate, four vertical grooves are formed in the outer surface of the flower gear, a first driving motor is fixedly installed in the waterproof cover, a rotating disc is fixedly installed at the end of the output shaft of the first driving motor and penetrates through the waterproof cover, an extension rod is fixedly installed on one side of the outer surface of the rotating disc, and a push rod is fixedly installed on the outer surface of the extension rod.

[0006] As a preferred technical scheme of the application, the five jacking structures comprise installation vertical plates, the five installation vertical plates are fixedly connected with the rotating shaft, and a first winding disc is rotatably installed on one side of the outer surface of each of the five installation vertical plates.

[0007] As a preferred technical scheme of the application, a second winding disc is rotatably installed on one side of the outer surface of each of the five installation vertical plates, and a steel cable is sleeved on the outer surfaces of the five installation vertical plates and the five second winding discs.

[0008] As a preferred technical scheme of the application, a supporting rod is fixedly installed on one side of the outer surface of each of the five installation vertical plates, a fixing ring is fixedly installed at one end of the supporting rod, a second driving motor is fixedly installed in the fixing ring, and the output shaft of the second driving motor is fixedly connected with the first winding disc.

[0009] As a preferred technical scheme of the application, two groups of locking holes are formed in the interiors of the five installation vertical plates, four fixing grooves are formed in the interiors of the five installation vertical plates, side rods are fixedly installed on the side walls of the four fixing grooves, a pulley is rotatably installed between the two side rods, the pulley is in contact with the steel cable, and a track is fixedly installed on one side of the outer surface of each of the five installation vertical plates.

[0010] As a preferred technical scheme of the application, the five data warehouse structures comprise fastening rings, locking sleeves are fixedly installed on one side of the outer surfaces of the five fastening rings, and the five locking sleeves are fixedly connected with one side of the five steel cables respectively.

[0011] As a preferred technical solution of the present application, five data cabins are fixedly installed inside the fastening ring, the top of the five data cabins is fixedly installed with a lifting ring, and the outer surface of the five data cabins is fixedly installed with two rolling steel balls.

[0012] As a preferred technical solution of the present application, two locking structures are fixedly installed on one side of the outer surface of the five data cabins, and the two locking structures comprise a sliding block.

[0013] As a preferred technical solution of the present application, a fixing plate is fixedly installed inside the two sliding blocks, and a driving cylinder is fixedly installed on the top of the two fixing plates.

[0014] As a preferred technical solution of the present application, an insertion rod is fixedly installed at one end of the telescopic rod of the two driving cylinders, and the end of the two insertion rods has the same size as the locking hole.

[0015] Compared with the prior art, the present application has the following beneficial effects:

[0016] 1. The seabed data center structure based on large-diameter steel pipe piles, when the data cabin inside the large-diameter steel pipe pile is maintained and repaired, the worker logs in through the working platform, at this time, the first driving motor is driven, the output shaft drives the rotating disc to rotate, when the rotating disc rotates and matches the concave surface of the gear, the extension rod drives the lever to penetrate into the vertical groove, the gear is driven to rotate, thereby the data cabin to be repaired in the rotating shaft is rotated to be close to the working platform, thereby the worker can go down to repair and maintain, compared with the traditional data cabin repair method, the diving operation is avoided, and a large crane ship is not needed, the operation and maintenance cost and risk are significantly reduced, the operation safety is improved, and the problems of high operation and maintenance difficulty and cost in the prior art are overcome.

[0017] 2. The seabed data center structure based on large-diameter steel pipe piles, when the data cabin needs to be maintained and repaired, the second driving motor of the corresponding data cabin is started, the output shaft drives the first winding disc to rotate, since the first winding disc is connected through the steel cable, the steel cable can rotate on the outer surface of the first winding disc and the second winding disc, thereby the fastening ring drives the data cabin to move up and down along the steel cable, the top of the data cabin is lifted to the same height as the working platform, the worker can enter the data cabin to maintain and repair, thereby the purpose of quick repair, avoiding high construction risk and difficulty in the conventional seabed data center repair is achieved.

[0018] 3. The large-diameter steel pipe pile-based seabed data center structure, through the locking structure, after the data cabin body is jacked up by the jacking structure, the two drive cylinders are driven to make the extension rods drive the insertion rods to move forward, and after the insertion rods pass through the sliding blocks, the insertion rods pass through the corresponding locking holes, so that the data cabin body can be fixed, and at this time, the danger caused by the rupture of the steel cable during work can be avoided;

[0019] 4. The large-diameter steel pipe pile-based seabed data center structure, when the data cabin body is driven to rotate, the rolling steel column can be in contact with the large-diameter steel pipe column, and the rolling steel column can rotate with the data cabin body when the data cabin body rotates, so that the data cabin body can be provided with horizontal support and the stability of the structure is ensured, and the rolling steel column does not affect the lifting of the data cabin body. BRIEF DESCRIPTION OF DRAWINGS

[0020] Figure 1 It is an appearance structure schematic view of the present application;

[0021] Figure 2 It is a rotating structure schematic view of the present application;

[0022] Figure 3 It is a waterproof cover structure schematic view of the present application;

[0023] Figure 4 It is a push rod structure schematic view of the present application;

[0024] Figure 5 It is a rotating shaft structure schematic view of the present application;

[0025] Figure 6 It is a lifting ring structure schematic view of the present application;

[0026] Figure 7 It is a locking sleeve structure schematic view of the present application;

[0027] Figure 8 It is a locking structure schematic view of the present application;

[0028] Figure 9 It is an installation vertical plate structure schematic view of the present application;

[0029] Figure 10 It is a Figure 9 It is an enlarged structure schematic view of A in the present application;

[0030] Figure 11 It is a second drive motor structure schematic view of the present application.

[0031] In the figure: 1, hoop; 2, rotating structure; 21, base pedestal; 22, first support plate; 23, second support plate; 24, rotating shaft; 25, composite submarine cable; 26, external submarine cable; 27, waterproof cover; 28, flower gear; 29, vertical slot; 210, first drive motor; 211, rotating disc; 212, extension rod; 213, lever; 3, jacking structure; 31, mounting vertical plate; 32, first winding disc; 33, second winding disc; 34, steel cable; 35, fixed groove; 36, side rod; 37, pulley; 38, track; 39, locking hole; 310, support rod; 311, fixed ring; 312, second drive motor; 4, rigid connecting rod; 5, ocean energy power generation equipment; 6, data warehouse structure; 61, fastening ring; 62, data cabin body; 63, lifting ring; 64, rolling steel ball; 65, locking sleeve; 7, locking structure; 71, sliding block; 72, fixed plate; 73, drive cylinder; 74, insertion rod. DETAILED DESCRIPTION

[0032] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of the present application.

[0033] Please refer to Figures 1-5 A large-diameter steel pipe pile-based submarine data center structure, comprising a hoop 1, a rotating structure 2, five jacking structures 3, and five data warehouse structures 6, is installed on a large-diameter steel pipe pile. The hoop 1 is sleeved on the outside of the large-diameter steel pipe pile. The outer surface of the hoop 1 is fixedly provided with rigid connecting rods 4 on both sides. The ends of the two rigid connecting rods 4 are fixedly provided with ocean energy power generation equipment 5. The rotating structure 2 comprises a base pedestal 21, a first support plate 22, and a second support plate 23. The base pedestal 21 is arranged at the bottom of the inner cavity of the large-diameter steel pipe pile. The first support plate 22 and the second support plate 23 are fixed to the inner wall of the large-diameter steel pipe pile. The top of the second support plate 23 is rotatably provided with a rotating shaft 24. One side of the outer surface of the base pedestal 21 is fixedly provided with a composite submarine cable 25. The top of the rotating shaft 24 is rotatably provided with a current collector ring. The top of the current collector ring is fixedly provided with an external submarine cable 26. The top of the first support plate 22 is fixedly provided with a waterproof cover 27. The bottom of the second support plate 23 is rotatably provided with a flower gear 28. Four vertical slots 29 are formed in the outer surface of the flower gear 28. The inside of the waterproof cover 27 is fixedly provided with a first drive motor 210. One end of the output shaft of the first drive motor 210 penetrates through the waterproof cover 27 and is fixedly provided at the end with a rotating disc 211. One side of the outer surface of the rotating disc 211 is fixedly provided with an extension rod 212. The outer surface of the extension rod 212 is fixedly provided with a lever 213.

[0034] Please refer toFigures 9-11 The five jacking structures 3 include installation vertical plates 31, the five installation vertical plates 31 are fixedly connected with the rotating shaft 24, and the outer surface one side of the five installation vertical plates 31 is rotatably installed with first winding discs 32. The outer surface one side of the five installation vertical plates 31 is rotatably installed with second winding discs 33, and the outer surfaces of the five installation vertical plates 31 and the five second winding discs 33 are sleeved with steel cables 34. The outer surface one side of the five installation vertical plates 31 is fixedly installed with support rods 310, one end of the support rod 310 is fixedly installed with a fixed ring 311, the inside of the fixed ring 311 is fixedly installed with a second drive motor 312, and the output shaft one end of the second drive motor 312 is fixedly connected with the first winding disc 32. The inside of the five installation vertical plates 31 is provided with two groups of locking holes 39, the inside of the five installation vertical plates 31 is provided with four fixed grooves 35, the side walls of the four fixed grooves 35 are fixedly installed with side rods 36, a pulley 37 is rotatably installed between the two side rods 36, the pulley 37 is in contact with the steel cable 34, and the outer surface one side of the five installation vertical plates 31 is fixedly installed with a track 38.

[0035] When the data cabin 62 needs to be maintained and repaired, the second drive motor 312 corresponding to the data cabin 62 is started to drive the first winding disc 32 to rotate, and since the first winding disc 32 is connected through the steel cable 34, the steel cable 34 can be circularly rotated on the outer surfaces of the first winding disc 32 and the second winding disc 33, so that the fastening ring 61 drives the data cabin 62 to move up and down along the steel cable 34, and the top of the data cabin 62 is jacked to the same height as the working platform, so that personnel can enter the data cabin 62 for maintenance and repair.

[0036] Please refer to Figures 1-11 The five data warehouse structures 6 include fastening rings 61, the outer surface one side of the five fastening rings 61 is fixedly installed with locking sleeves 65, and the five locking sleeves 65 are fixedly connected with one side of the five steel cables 34 respectively. The inside of the five fastening rings 61 is fixedly installed with data cabins 62, the top of the five data cabins 62 is fixedly installed with lifting rings 63, and the outer surface of the five data cabins 62 is fixedly installed with two rolling steel balls 64. The outer surface one side of the five data cabins 62 is fixedly installed with two locking structures 7, and the two locking structures 7 include sliding blocks 71. The inside of the two sliding blocks 71 is fixedly installed with fixed plates 72, and the top of the two fixed plates 72 is fixedly installed with drive cylinders 73. The one end of the telescopic rod of the two drive cylinders 73 is fixedly installed with a plug rod 74, and the end part of the two plug rods 74 is the same size as the locking hole 39.

[0037] After the data cabin 62 is jacked up by the jacking structure 3, the extension rod drives the insertion rod 74 to move forward, and after passing through the sliding block 71, it passes through the corresponding locking hole 39, thereby fixing the data cabin 62, which can prevent the steel cable 34 from breaking during work. When the rolling steel ball 64 is driven to rotate, the rolling steel ball 64 can rotate with the large-diameter steel pipe column, providing horizontal support for the data cabin 62 and ensuring the stability of the structure. The arrangement of the rolling steel ball 64 does not affect the lifting of the data cabin 62.

[0038] When a large-diameter steel pipe pile-based submarine data center structure is used, first, when the data cabin 62 inside the large-diameter steel pipe pile is maintained and repaired, the worker logs in through the working platform. At this time, the first drive motor 210 is driven, which can drive the output shaft to rotate the rotating disc 211. When the rotating disc 211 is attached to the concave surface of the gear 28, the extension rod 212 drives the lever 213 to enter the vertical slot 29, and the gear 28 drives the rotating shaft 24 to rotate. Thus, the 62 to be repaired in the rotating shaft can be rotated to the working platform. Then, the second drive motor 312 of the corresponding data cabin 62 is started, which drives the output shaft to rotate the first winding disc 32. Since the first winding disc 32 is connected by the steel cable 34, the steel cable 34 can be rotated on the outer surface of the first winding disc 32 and the second winding disc 33. Thus, the fastening ring 61 drives the data cabin 62 to move up and down with the steel cable 34, so that the top of the data cabin 62 is jacked up to the same height as the working platform, facilitating personnel to enter the data cabin 62 for maintenance and repair. At the same time, when the rolling steel ball 64 is driven to rotate, the rolling steel ball 64 can rotate with the large-diameter steel pipe column, providing horizontal support for the data cabin 62 and ensuring the stability of the structure. The arrangement of the rolling steel ball 64 does not affect the lifting of the data cabin 62. Finally, after the data cabin 62 is jacked up by the jacking structure 3, the extension rod drives the insertion rod 74 to move forward, and after passing through the sliding block 71, it passes through the corresponding locking hole 39, thereby fixing the data cabin 62, which can prevent the steel cable 34 from breaking during work.

[0039] It is to be understood that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting; it is not intended to exclude myriad other embodiments of the present application that other inventors can develop based on the same general inventive concepts embodied by the described embodiments. That is, although the present application is described in terms of particular embodiments and illustrative figures, it should be apparent that the scope of the present application is not limited to these specific embodiments.

[0040] While the embodiments of the application have been shown and described herein, it will be understood by those skilled in the art that many changes, modifications, substitutions and alterations to these embodiments can be made without departing from the principles and spirits of the application, and it is intended that the scope of the application be limited solely by the scope of the appended claims and the equivalents thereof.

Claims

1. A subsea data center structure based on large diameter steel pipe piles, comprising a hoop (1), a rotating structure (2), five jacking structures (3), five data pod structures (6), mounted to large diameter steel pipe piles, characterized in that: The hoop (1) is sleeved outside the large-diameter steel pipe pile, rigid connecting rods (4) are fixedly installed on both sides of the outer surface of the hoop (1), and ocean energy power generation equipment (5) is fixedly installed at the ends of the two rigid connecting rods (4); The rotating structure (2) comprises a foundation base (21), a first support plate (22) and a second support plate (23). The foundation base (21) is arranged at the bottom of the inner cavity of the large-diameter steel pipe pile. The first support plate (22) and the second support plate (23) are fixed to the inner wall of the large-diameter steel pipe pile. A rotating shaft (24) is rotatably installed at the top of the second support plate (23). A composite submarine cable (25) is fixedly installed on one side of the outer surface of the foundation base (21). A current collecting ring is rotatably installed at the top of the rotating shaft (24). An external submarine cable (26) is fixedly installed at the top of the current collecting ring. A waterproof cover (27) is fixedly installed at the top of the first support plate (22). A flower gear (28) is rotatably installed at the bottom of the second support plate (23). Four vertical grooves (29) are formed in the outer surface of the flower gear (28). A first driving motor (210) is fixedly installed in the waterproof cover (27). The output shaft of the first driving motor (210) penetrates through the waterproof cover (27) and is fixedly connected with a rotating disc (211) at the end. An extension rod (212) is fixedly installed on one side of the outer surface of the rotating disc (211). A push rod (213) is fixedly installed on the outer surface of the extension rod (212).

2. The subsea data center structure based on large diameter steel pipe piles according to claim 1, characterized in that: Five mounting vertical plates (31) are fixedly connected with the rotating shaft (24). First winding discs (32) are rotatably installed on one side of the outer surface of the five mounting vertical plates (31).

3. A subsea data center structure based on large diameter steel pipe piles according to claim 2, characterized in that: Second winding discs (33) are rotatably installed on one side of the outer surface of the five mounting vertical plates (31). Steel cables (34) are sleeved on the outer surfaces of the five mounting vertical plates (31) and the five second winding discs (33).

4. The subsea data center structure based on large diameter steel pipe piles according to claim 2, characterized in that: Support rods (310) are fixedly installed on one side of the outer surface of the five mounting vertical plates (31). Fixed rings (311) are fixedly installed at one end of the support rods (310). Second driving motors (312) are fixedly installed in the fixed rings (311). The output shafts of the second driving motors (312) are fixedly connected with the first winding discs (32).

5. The subsea data center structure based on large diameter steel pipe piles according to claim 2, characterized in that: Two groups of locking holes (39) are formed in the interiors of the five mounting vertical plates (31). Four fixing grooves (35) are formed in the interiors of the five mounting vertical plates (31). Side rods (36) are fixedly installed on the side walls of the four fixing grooves (35). Pulleys (37) are rotatably installed between the two side rods (36). The pulleys (37) are in contact with the steel cables (34). Rails (38) are fixedly installed on one side of the outer surface of the five mounting vertical plates (31).

6. The large diameter steel pipe pile based subsea data center structure of claim 1, wherein: Five fastening rings (61) are fixedly installed on one side of the outer surface of the five fastening rings (61). Locking sleeves (65) are fixedly installed on one side of the outer surface of the five fastening rings (61). The five locking sleeves (65) are fixedly connected with one side of the five steel cables (34).

7. A subsea data center structure based on large diameter steel pipe piles according to claim 6, characterized in that: Five data cabin bodies (62) are fixedly installed inside the fastening rings (61), the top of the five data cabin bodies (62) is fixedly installed with an eye ring (63), and the outer surface of the five data cabin bodies (62) is fixedly installed with two rolling steel balls (64).

8. The subsea data center structure based on large diameter steel pipe piles according to claim 7, characterized in that: Two locking structures (7) are fixedly installed on one side of the outer surface of the five data cabin bodies (62), and the two locking structures (7) comprise a sliding block (71).

9. A large diameter steel pipe pile based subsea data center structure according to claim 8, characterized in that: A fixed plate (72) is fixedly installed inside the two sliding blocks (71), and the top of the two fixed plates (72) is fixedly installed with a drive cylinder (73).

10. The large diameter steel pipe pile based subsea data center structure of claim 9, wherein: A plug rod (74) is fixedly installed at one end of the telescopic rod of the two drive cylinders (73), and the size of the end of the two plug rods (74) is the same as that of the locking hole (39).

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