Deep sea torpedo anchor installation device
Through the combination of guide rails and installation anchor chains, the problems of penetration angle and lateral displacement of torpedo anchors in complex sea conditions are solved, and the accurate installation of torpedo anchors and the improvement of load-bearing performance are achieved.
Patent Information
- Application Number
- CN202310258594.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-03-06
- Publication Date
- 2025-10-17
- Estimated Expiration
- 2043-03-06
AI Technical Summary
Under complex sea conditions, the penetration angle and lateral displacement of the torpedo anchor affect its installation effect, resulting in a decrease in bearing performance.
A combination of lifting mechanism, guiding mechanism and anchor chain installation is adopted to limit the falling path of the torpedo anchor through the guide track, isolate the influence of environmental loads, and ensure that the torpedo anchor penetrates the seabed at a preset angle and depth.
The installation accuracy and load-bearing performance of the torpedo anchor are improved, and the impact of environmental loads on the installation process is reduced.
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Figure CN116353762B_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of ocean deep water anchoring foundation, in particular to a deep sea torpedo anchor construction device. BACKGROUND
[0002] At present, the exploitation of marine resources enters the field of ultra-deep water of 3000 meters, and marine floating structures such as offshore drilling platforms, floating production storage and offloading devices are essential facilities for marine resource exploitation. As an important part of the marine floating structure, the wave absorbing system greatly increases the construction cost and construction difficulty with the increase of the scale and water depth of the marine floating structure. Compared with the traditional anchoring structure, the torpedo anchor is simple and quick to install, does not need a launching device to provide power, and can be installed by free falling relying on gravity only, which is theoretically applicable to any water depth. The torpedo anchor generally has a shape similar to a torpedo, including a body, a wing and a head, the body is cylindrical, the head is arranged at the front end of the body, and the wing is arranged on the outer circumferential surface of the body along the length direction of the body. The tail end of the body is connected with an installation anchor chain and a working anchor chain. The existing torpedo anchor is transported to the designated installation position by an anchor boat, then the torpedo anchor is vertically hung above the sea bed surface through the installation anchor chain, and then the installation anchor chain is released to make the torpedo anchor fall freely. After the torpedo anchor penetrates into the seabed, the working anchor chain is tensioned, and the installation of the torpedo anchor is completed.
[0003] However, in actual installation, due to the influence of complex sea conditions, the body of the torpedo anchor will be subjected to transverse environmental loads (waves, currents, and waves) during the free falling process, so that the penetration angle of the torpedo anchor changes from vertical downward to inclined downward. Due to the change of the penetration angle, the torpedo anchor will also have a certain amount of lateral displacement before penetrating into the seabed. When the inclination angle and lateral displacement of the torpedo anchor before penetrating into the seabed are large, the installation of the torpedo anchor will be seriously affected, and the load bearing performance of the installed torpedo anchor will be weakened. SUMMARY
[0004] The main purpose of the present application is to provide a deep sea torpedo anchor construction device, which aims to reduce the influence of environmental loads on the installation of the torpedo anchor and improve the load bearing performance of the installed torpedo anchor.
[0005] To achieve the above purpose, the present application provides a deep sea torpedo anchor construction device, which comprises:
[0006] A hoisting mechanism is arranged on the sea surface.
[0007] A guide mechanism is arranged between the hoisting mechanism and the seabed and connected with the hoisting mechanism. A guide track is formed in communication between the top end and the bottom end of the guide mechanism, and the guide track is used for accommodating the torpedo anchor.
[0008] An installation anchor chain is telescopically wound on the hoisting mechanism, and a movable end of the installation anchor chain extends into the guide rail from a top end of the guide mechanism for connecting a torpedo anchor in the guide rail to limit the depth of the torpedo anchor extending into the guide rail.
[0009] In an embodiment of the present application, the guide mechanism comprises a plurality of guide pipes, two ends of each of the guide pipes are oppositely arranged and communicate to form a channel, and the guide pipes are sequentially connected end to end to form the guide mechanism, so that the channels are communicated to form the guide rail.
[0010] In an embodiment of the present application, the guide pipe comprises:
[0011] two connecting portions oppositely arranged and arranged towards the connecting portions of adjacent guide pipes, and
[0012] a main body portion between the two connecting portions and connected to the two connecting portions respectively, and an inside of the main body portion forms the channel, and two ends of the channel respectively pass through the surfaces of the connecting portions.
[0013] In an embodiment of the present application, a through hole is provided in a side of the connecting portion towards the main body portion, and one end of the channel communicates with the through hole;
[0014] a plurality of wing holes are provided in a side of the connecting portion towards the main body portion, the wing holes are respectively connected to the through hole and are arranged along the outer periphery of the through hole at intervals, the wing holes are matched with the anchor wings of the torpedo anchor, and are used for limiting the angle of the torpedo anchor entering the channel.
[0015] In an embodiment of the present application, a plurality of guide grooves are arranged on the circumferential surface of the main body portion, the guide grooves are arranged along the length direction of the main body portion, the guide grooves communicate with the channel, two ends of the guide grooves respectively communicate with the wing holes, the guide grooves are arranged at intervals along the circumferential direction of the main body portion, and the guide grooves are used for limiting the angle of the torpedo anchor leaving the guide rail.
[0016] In an embodiment of the present application, the deep-sea torpedo anchor construction device further comprises a limiting plate arranged at the top end of the guide mechanism, a through hole is provided in a side of the limiting plate facing the guide mechanism, the installation anchor chain is arranged through the through hole, the diameter of the through hole is smaller than the outer diameter of the torpedo anchor in the guide rail, and the limiting plate is used for covering one end of the guide rail to limit the torpedo anchor in the guide rail.
[0017] In an embodiment of the present application, the deep-sea torpedo anchor construction device further comprises an extension mechanism, which is located between the guiding mechanism and the hoisting mechanism and connected with the hoisting mechanism and the guiding mechanism respectively, and used for reducing the distance between the guiding mechanism and the seabed.
[0018] In an embodiment of the present application, the extension mechanism comprises:
[0019] a fixed part connected with the hoisting mechanism, a mounting hole being formed in the top of the fixed part; and
[0020] an extension part located between the fixed part and the guiding mechanism, the extension part being inserted into the top end of the guiding mechanism, an installation channel being formed in the extension part, one end of the installation channel being communicated with the end of the extension part facing the guiding mechanism, and the other end of the installation channel being communicated with the mounting hole;
[0021] wherein the anchor chain is sequentially arranged in the mounting hole, the installation channel and the guiding track.
[0022] In an embodiment of the present application, the fixed part comprises:
[0023] three fixed rods, the three fixed rods being sequentially connected end to end to form a triangular frame in a triangular structure; and
[0024] three connecting rods, the three connecting rods being located on the side of the triangular frame away from the guiding mechanism, the three connecting rods being respectively connected with the three vertices of the triangular frame, and the ends of the three connecting rods away from the triangular frame being connected to form a connecting piece, the side of the connecting piece facing the guiding mechanism being formed with the mounting hole;
[0025] the extension part comprising three extension rods, the three extension rods being located on the side of the triangular frame facing the guiding mechanism, the three extension rods being respectively connected with the three vertices of the triangular frame, the ends of the three extension rods away from the triangular frame being inserted into the top end of the guiding mechanism, and the three extension rods being enclosed to form the installation channel.
[0026] In an embodiment of the present application, the hoisting mechanism comprises:
[0027] an anchor installation machine, at least part of the anchor chain being telescopically wound on the anchor installation machine;
[0028] a steel cable, one end of the steel cable being connected with the guiding mechanism; and
[0029] a driving assembly, the other end of the steel cable being connected with the driving assembly, the driving assembly being used for driving the steel cable to ascend and descend.
[0030] And / or, the deep-sea torpedo anchor construction device further comprises:
[0031] A protective shell is internally formed with a protective cavity, and the installation anchor chain is arranged in the protective cavity; and a wireless remote control cutting clamp is arranged in the protective cavity and used for cutting the installation anchor chain.
[0032] The deep-sea torpedo anchor construction device of the technical scheme comprises a hoisting mechanism, a guide mechanism and an installation anchor chain, wherein the guide mechanism is located between the sea surface and the seabed, a guide track is formed in communication between the top end and the bottom end of the guide mechanism, the guide track is matched with the torpedo anchor and used for accommodating the torpedo anchor, and the movable end of the installation anchor chain is connected with the torpedo anchor in the guide track to limit the depth of the torpedo anchor extending into the guide track. Before the torpedo anchor is penetrated, the installation anchor chain is disconnected, the torpedo anchor makes free fall along the guide track, the guide track isolates the environmental load received by the torpedo anchor during falling outside the guide mechanism, reduces the influence of the environmental load on the penetration angle and the penetration point of the torpedo anchor, and enables the torpedo anchor to achieve the preset installation effect, thereby improving the load bearing performance after the torpedo anchor is installed. BRIEF DESCRIPTION OF DRAWINGS
[0033] In order to more clearly illustrate the technical scheme in the embodiments of the present application or the prior art, the drawings needed to be used in the embodiments or the prior art description will be briefly introduced. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained according to the structures shown in the drawings without creative labor for those skilled in the art.
[0034] Figure 1 It is a structural schematic diagram of an embodiment of the deep-sea torpedo anchor construction device of the present application.
[0035] Figure 2 It is a structural schematic diagram of an embodiment of the guide mechanism of the present application.
[0036] Figure 3 It is a structural schematic diagram of an embodiment of the extension mechanism of the present application.
[0037] Figure 4 It is a structural schematic diagram of an embodiment of the limiting plate of the present application.
[0038] Figure 5 It is a structural schematic diagram of a torpedo anchor.
[0039] Explanation of reference numerals:
[0040]
[0041]
[0042] The objectives, functional features and advantages of the present application will be further described with reference to the embodiments in combination with the accompanying drawings. DETAILED DESCRIPTION
[0043] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying 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 of the present application. Based on the embodiments in the present application, all the other embodiments obtained by a person of ordinary skill in the art without creative effort fall within the protection scope of the present application.
[0044] It should be noted that all the directionality indications (such as up, down, left, right, front, back, etc.) in the embodiments of the present application are only used to explain the relative position relationship, movement condition, etc. between components in a certain posture (as shown in the drawings), and if the certain posture changes, the directionality indications also change accordingly.
[0045] In the present application, unless otherwise explicitly specified and limited, the terms “connection”, “fixation” and the like should be understood in a broad sense, for example, “fixation” can be fixed connection, or detachable connection, or integral; can be mechanical connection, or electrical connection; can be direct connection, or indirect connection through an intermediate medium; can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise explicitly limited. For a person of ordinary skill in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.
[0046] In addition, the description such as “first”, “second” and the like in the present application is only for the purpose of description, and cannot be understood as indicating or implying the relative importance of the indicated technical features or implicitly indicating the number of the indicated technical features. Therefore, the features limited by “first”, “second” can explicitly or implicitly include at least one of the features. In addition, the meaning of “and / or” appearing throughout the text is to include three parallel solutions, for example, “A and / or B” includes A solution, or B solution, or A and B solutions at the same time. In addition, the technical solutions of each embodiment can be combined with each other, but it must be based on the fact that a person of ordinary skill in the art can realize it, and when the combination of technical solutions appears contradictory or unachievable, it should be considered that the combination of technical solutions does not exist, and is not within the protection scope of the present application.
[0047] Reference Figures 1 to 5 The present application proposes a deep-sea torpedo anchor construction device 100, comprising:
[0048] A hoisting mechanism 10, the hoisting mechanism 10 is located on the sea surface;
[0049] A guide mechanism 20 is located between the hoisting mechanism 10 and the seabed and is connected with the hoisting mechanism 10, a guide track (not shown) is formed between the top end and the bottom end of the guide mechanism 20 and is used for accommodating the torpedo anchor 300; and
[0050] A mounting anchor chain 30 is telescopically wound on the hoisting mechanism 10, and a movable end of the mounting anchor chain 30 extends into the guide track from the top end of the guide mechanism 20 and is used for connecting the torpedo anchor 300 in the guide track to limit the depth of the torpedo anchor 300 extending into the guide track.
[0051] The deep-sea torpedo anchor construction device 100 of the technical scheme of the present application comprises the hoisting mechanism 10, the guide mechanism 20 and the mounting anchor chain 30, wherein the guide mechanism 20 is located between the sea surface and the seabed, a guide track is formed between the top end and the bottom end of the guide mechanism 20 and is adapted to the torpedo anchor 300 and is used for accommodating the torpedo anchor 300, and the movable end of the mounting anchor chain 30 is connected with the torpedo anchor 300 in the guide track to limit the depth of the torpedo anchor 300 extending into the guide track. Before the torpedo anchor 300 is penetrated, the mounting anchor chain 30 is disconnected, the torpedo anchor 300 makes free fall along the guide track, the guide track isolates the environmental load received by the torpedo anchor 300 during falling outside the guide mechanism 20, reduces the influence of the environmental load on the penetration angle and the penetration point of the torpedo anchor 300, and makes the torpedo anchor 300 achieve the preset installation effect and improve the load bearing performance after the torpedo anchor 300 is installed.
[0052] The hoisting mechanism 10 further comprises a mounting anchor winch 11, and the mounting anchor chain 30 is telescopically wound in the mounting anchor winch 11. The deep-sea torpedo anchor construction device 100 further comprises a wireless remote control cutting clamp (not shown) arranged on the mounting anchor chain 30, and the mounting anchor chain 30 can be cut off by remote control.
[0053] Reference Figures 1 to 2 In an embodiment of the present application, the guide mechanism 20 comprises a plurality of guide pipes 21, channels (not shown) are formed in the two ends of the guide pipes 21 arranged oppositely, and the guide pipes 21 are sequentially connected end to end to form the guide mechanism 20, so that the channels are connected to form the guide track.
[0054] In the technical scheme of the embodiment of the present application, the guide mechanism 20 comprises a plurality of guide pipes 21, the guide pipes 21 are internally formed with through channels, and the plurality of guide pipes 21 are spliced end to end to form the guide mechanism 20. According to the size of the torpedo anchor 300 and real-time environmental load and other factors, the plurality of guide pipes 21 are spliced into the guide mechanism 20 with a preset length, then the guide mechanism 20 is lowered from the sea surface by the hoisting mechanism 10 and hung above the seabed, after the guide mechanism 20 is stable, the anchor chain 30 is disconnected, so that the torpedo anchor 300 is free falling and penetrates into the seabed.
[0055] Since the long guide mechanism 20 has problems in transportation, storage and installation on the anchor laying ship 200, the guide pipes 21 which can be spliced into the guide mechanism 20 in real time can not only reduce the transportation cost, but also fully utilize the storage space. The deep sea torpedo anchor construction device 100 further comprises an assembling mechanism for assembling the guide pipes 21 into the guide mechanism 20. When the guide pipes 21 are spliced, the hoisting mechanism 10 sinks one end of the plurality of spliced guide mechanisms 20 into the sea and exposes the other end of the guide mechanism 20 on the sea surface, the assembling mechanism hoists and transports the guide pipes 21 to be spliced to the sea surface, the guide pipes 21 to be spliced and the spliced guide mechanism 20 are connected by a locking piece (not shown), when the guide mechanism 20 reaches the preset depth, the assembling mechanism stops splicing, and the guide mechanism 20 is lowered to the preset depth when the hoisting mechanism 10 is lowered; when the guide mechanism 20 does not reach the preset depth, the assembling mechanism continues to splice. The design that the guide mechanism 20 is spliced by the guide pipes 21 reduces the transportation cost, fully utilizes the storage space of the anchor laying ship 200, and can customize the length of the guide mechanism 20 according to actual needs, thereby improving the applicability of the guide mechanism 20 in various environments.
[0056] When the torpedo anchor 300 is free falling in the channel, the environmental load is rejected outside the guide pipe 21 and cannot act on the torpedo anchor 300 inside the guide pipe 21, so that the arrangement of the guide pipe 21 reduces the influence of the environmental load on the installation of the torpedo anchor 300 and improves the load bearing performance of the torpedo anchor 300 after installation.
[0057] Reference Figures 1 to 2 In the embodiment of the present application, the guide pipe 21 comprises:
[0058] two connecting portions 211, the two connecting portions 211 are oppositely arranged, and the connecting portion 211 is arranged towards the connecting portion 211 of the adjacent guide pipe 21; and
[0059] a main body portion 212, the main body portion 212 is located between the two connecting portions 211, and the two ends of the main body portion 212 are connected with the two connecting portions 211 respectively, the inside of the main body portion 212 is formed with the channel, and the two ends of the channel are respectively through to the surface of the connecting portion 211.
[0060] In the technical scheme of one embodiment of the present application, the conduit 21 comprises two connecting portions 211 and a main body portion 212, the two connecting portions 211 are respectively arranged at two ends of the main body portion 212, and the two adjacent conduits 21 are connected through the connecting portions 211.
[0061] The connecting portion 211 is provided with a plurality of connecting holes 2113 through one side of the main body portion 212, and the plurality of connecting holes 2113 are arranged at intervals; the guiding mechanism 20 further comprises a locking member, which is arranged in the two connecting holes 2113 of the two adjacent connecting portions 211 to fix the two adjacent conduits 21. After the splicing is completed, the torpedo anchor 300 is placed in the channel of the uppermost conduit 21, the anchor chain 30 is cut off, and then the torpedo anchor 300 is free-falling and sequentially passes through a plurality of channels, and finally leaves the channel from the channel of the lowermost conduit 21 and penetrates into the soil layer of the seabed. The arrangement of the connecting portion 211 improves the stability of the structure of the guiding mechanism 20.
[0062] Referring to Figures 1 to 2 In one embodiment of the present application, the connecting portion 211 is provided with a through hole 2111 through one side of the main body portion 212, and one end of the channel is in communication with the through hole 2111.
[0063] The connecting portion 211 is provided with a plurality of wing holes 2112 through one side of the main body portion 212, the plurality of wing holes 2112 are respectively connected with the through hole 2111 and arranged at intervals along the outer periphery of the through hole 2111, the wing hole 2112 is matched with the anchor wing 320 of the torpedo anchor 300, and is used for limiting the angle of the torpedo anchor 300 entering the channel.
[0064] In the technical scheme of one embodiment of the present application, the torpedo anchor 300 is placed in the channel through the through hole 2111, the anchor chain 30 is arranged in the through hole 2111 and connected with the torpedo anchor 300. Since the torpedo anchor 300 comprises three parts of the anchor body 310, the anchor wing 320 and the anchor head 330, the anchor wing 320 is arranged on the outer periphery of the anchor body 310, so that the outer periphery of the torpedo anchor 300 is uneven. In order to limit the angle of the torpedo anchor 300 entering the channel and make the torpedo anchor 300 reach the predetermined penetration depth and penetration angle, a plurality of wing holes 2112 connected with the through hole 2111 are further arranged on the connecting portion 211. Only when the anchor wing 320 of the torpedo anchor 300 is aligned with the wing hole 2112, the torpedo anchor 300 can be placed in the channel, at this time, the angle of the torpedo anchor 300 entering the channel is the preset angle, and the accuracy of the installation of the torpedo anchor 300 is improved.
[0065] Referring to Figures 1 to 2In an embodiment of the present application, the peripheral surface of the main body 212 is provided with a plurality of guide grooves 2121 extending along the length direction of the main body 212, the guide grooves 2121 are in communication with the channel, and the two ends of the guide grooves 2121 are in communication with the two wing holes 2112 respectively. The plurality of guide grooves 2121 are arranged at intervals along the circumferential direction of the main body 212, and the guide grooves 2121 are used to limit the angle at which the torpedo anchor 300 leaves the guide rail.
[0066] In an embodiment of the present application, the peripheral surface of the main body 212 is provided with a plurality of guide grooves 2121 extending along the length direction of the main body 212, the guide grooves 2121 are in communication with the channel, and the two ends of the guide grooves 2121 are in communication with the two wing holes 2112 respectively. The plurality of guide grooves 2121 are arranged at intervals along the circumferential direction of the main body 212, and the guide grooves 2121 are used to limit the angle at which the torpedo anchor 300 leaves the guide rail.
[0067] Referring to Figures 1 to 4 In an embodiment of the present application, the deep-sea torpedo anchor construction device 100 further comprises a limiting plate 23, the limiting plate 23 is arranged at the top end of the guide mechanism 20, one side of the limiting plate 23 facing the guide mechanism 20 is provided with an anchor hole 81, the anchor chain 30 is arranged through the anchor hole 81, the hole diameter of the anchor hole 81 is smaller than the outer diameter of the torpedo anchor 300 in the guide rail, and the limiting plate 23 is used to cover one end of the guide rail to limit the torpedo anchor 300 in the guide rail.
[0068] In an embodiment of the present application, after the torpedo anchor 300 is arranged in the uppermost guide pipe 21, the limiting plate 23 is covered at the top end of the uppermost guide pipe 21, at this time, the anchor chain 30 is arranged through the anchor hole 81 and connected with the torpedo anchor 300, but the torpedo anchor 300 cannot leave the channel from the top end of the guide pipe 21, and the limiting plate 23 limits the torpedo anchor 300 in the guide rail. When the hoisting mechanism 10 lowers the guide mechanism 20, the torpedo anchor 300 and the limiting plate 23 are tightly pressed against each other to pull out the anchor chain 30 from the anchor installation machine 11 on the anchor throwing ship 200. The arrangement of the limiting plate 23 improves the stability of the deep-sea torpedo anchor construction device 100, avoids the torpedo anchor 300 from leaving the guide rail during construction, and causes the torpedo anchor 300 to be unable to normally penetrate into the seabed.
[0069] The limiting plate 23 is further provided with a plurality of fixing holes 82, the fixing holes 82 are stacked with the connecting holes 2113 of the connecting part 211, and the locking member is sequentially arranged in the fixing holes 82 and the connecting holes 2113, so as to lock the limiting plate 23 and the connecting part 211, and realize the cover of one end of the guide rail.
[0070] Referring to Figures 1 to 3 In an embodiment of the present application, the deep-sea torpedo anchor construction device 100 further comprises an extension mechanism 40, which is located between the guide mechanism 20 and the hoisting mechanism 10 and is connected with the hoisting mechanism 10 and the guide mechanism 20 respectively, and is used to reduce the distance between the guide mechanism 20 and the seabed.
[0071] In the technical scheme of an embodiment of the present application, in the deep-sea operation environment, if the guide pipe 21 is spliced from the sea surface to the preset height above the seabed, many sections of the guide pipe 21 will be consumed, resulting in high material cost of the guide pipe 21, and many sections of the guide pipe 21 are difficult to transport and store. In order to reduce the material cost and transportation cost, the extension mechanism 40 is connected between the guide mechanism 20 and the hoisting mechanism 10, the material of the extension mechanism 40 is steel or other materials with high strength or corrosion resistance, and the cost of the extension mechanism 40 is lower than that of the guide mechanism 20, which can effectively reduce the installation cost of the deep-sea torpedo anchor construction device 100. Meanwhile, compared with the flexible material such as the steel cable 12, the steel is a plastic material, and when the wave, flow and wave in the sea act on the steel, the steel will not shake greatly, which improves the stability of the installation of the torpedo anchor 300, avoids the large shaking range of the steel cable 12, and improves the bearing performance of the torpedo anchor 300 after installation.
[0072] Referring to Figures 1 to 3 In an embodiment of the present application, the extension mechanism 40 comprises:
[0073] The fixing part 41 is connected with the hoisting mechanism 10, and the top of the fixing part 41 is provided with a mounting hole 411; and
[0074] The extension part 42 is located between the fixing part 41 and the guide mechanism 20, the extension part 42 is inserted into the top end of the guide mechanism 20, the extension part 42 is internally formed with a mounting passage 421, one end of the mounting passage 421 penetrates to one end of the extension part 42 facing the guide mechanism 20, and the other end of the mounting passage 421 communicates with the mounting hole 411.
[0075] The mounting anchor chain 30 is sequentially arranged in the mounting hole 411, the mounting passage 421 and the guide rail.
[0076] In the technical scheme of the embodiment of the present application, the movable end of the anchor chain 30 is connected with the torpedo anchor 300 after sequentially passing through the mounting hole 411 and the mounting channel 421 and extending into the guide rail. The end of the extension part 42 away from the fixed part 41 is inserted into the connecting part 211 of the guide pipe 21, so that the extension part 42 is connected with the guide mechanism 20, and the stability of the structure of the deep-sea torpedo anchor construction device 100 is improved. The extension part 42 can be spliced according to the actual depth, so as to increase the length of the extension mechanism 40, so that the guide mechanism 20 can be lowered to the preset depth, and the torpedo anchor 300 can achieve the preset penetration effect.
[0077] Referring to Figures 1 to 3 In the embodiment of the present application, the fixed part 41 comprises:
[0078] three fixed rods 4121, the three fixed rods 4121 are sequentially connected end to end to form a triangular frame 412 in a triangular structure; and
[0079] three connecting rods 413, the three connecting rods 413 are located on the side of the triangular frame 412 away from the guide mechanism 20, the three connecting rods 413 are respectively connected with the three vertices of the triangular frame 412, and the ends of the three connecting rods 413 away from the triangular frame 412 meet to form a connecting piece 414, and the side of the connecting piece 414 facing the guide mechanism 20 is throughly formed with the mounting hole 411;
[0080] The extension part 42 comprises three extension rods 422, the three extension rods 422 are located on the side of the triangular frame 412 facing the guide mechanism 20, the three extension rods 422 are respectively connected with the three vertices of the triangular frame 412, and the ends of the three extension rods 422 away from the triangular frame 412 are inserted into the top end of the guide mechanism 20, and the three extension rods 422 surround to form the mounting channel 421.
[0081] In the technical scheme of the embodiment of the present application, the triangular frame 412 composed of the three fixed rods 4121 has good stability. One end of the extension rod 422 is connected with the vertex of the triangular frame 412, and the other end is inserted into the connecting part 211 of the guide pipe 21, and the triangular frame 412, the three extension rods 422 and the connecting part 211 form a triangular column structure, so as to enhance the ability of the extension mechanism 40 to resist the environmental load in the sea and improve the stability of the extension mechanism 40 in the sea. The ends of the three fixed rods 4121 away from the triangular frame 412 meet to form the connecting piece 414, the connecting piece 414 is provided with the mounting hole 411, the steel cable 12 of the hoisting mechanism 10 is inserted and fixed in the mounting hole 411, and the anchor chain 30 is inserted in the mounting hole 411. The hoisting mechanism 10 can adjust the distance between the guide mechanism 20 and the seabed by lifting the steel cable 12. The design of the fixed part 41 improves the ability of the extension mechanism 40 to resist the environmental load.
[0082] Referring to Figures 1 to 5 In an embodiment of the present application, the hoisting mechanism 10 comprises:
[0083] an anchor installation machine 11, at least part of the anchor chain 30 being telescopically wound on the anchor installation machine 11;
[0084] a steel cable 12, one end of the steel cable 12 being connected with the extension mechanism 40; and
[0085] a driving assembly 13, the other end of the steel cable 12 being connected with the driving assembly 13, the driving assembly 13 being used for driving the steel cable 12 to ascend and descend;
[0086] And / or, the deep-sea torpedo anchor construction device 100 further comprises:
[0087] a protective shell 50, a protection cavity (not shown) being formed inside the protective shell 50, the anchor chain 30 being arranged in the protection cavity; and a wireless remote control cutting clamp (not shown), the wireless remote control cutting clamp being arranged in the protection cavity and being used for cutting the anchor chain 30.
[0088] In the technical scheme of an embodiment of the present application, the hoisting mechanism 10 comprises the anchor installation machine 11, the steel cable 12 and the driving assembly 13, the driving assembly 13 being arranged on the anchor boat 200, the steel cable 12 being wound in the driving assembly 13, the movable end of the steel cable 12 extending out of the driving assembly 13, when the extension mechanism 40 is not arranged, the movable end of the steel cable 12 being fixed to the connecting part 211 of the guide mechanism 20; when the extension mechanism 40 is arranged, the movable end of the steel cable 12 being fixed to the installation hole 411 of the extension mechanism 40. The driving assembly 13 can drive the guide mechanism 20 connected with the steel cable 12 to ascend and descend through the telescopic steel cable 12. The anchor installation machine 11 is arranged on the anchor boat 200, the anchor chain 30 being telescopically wound on the anchor installation machine 11, the movable end of the anchor chain 30 extending into the guide rail and being fixed with the torpedo anchor 300, after the torpedo anchor 300 is arranged in the guide rail, the top end of the guide rail being covered with the limiting plate 23, at this time, the torpedo anchor 300 cannot be taken out of the guide rail from the top end of the guide mechanism 20.
[0089] The deep-sea torpedo anchor construction device 100 further comprises the wireless remote control cutting clamp, the wireless remote control cutting clamp being arranged on the anchor chain 30, when the torpedo anchor 300 is arranged, the anchor chain 30 being cut by the wireless remote control cutting clamp through remote control, the torpedo anchor 300 being able to freely fall in the guide rail and penetrate into the seabed, the protective shell 50 being used for protecting the wireless remote control cutting clamp and improving the stability of the wireless remote control cutting clamp in the deep-sea environment. The protective shell 50 can be fixed on the extension mechanism 40 or can be arranged in the installation channel 421 of the extension mechanism 40, which is not limited herein.
[0090] The above merely describes the preferred embodiments of the present application, and is not intended to limit the patent scope of the present application. Any equivalent structural changes made according to the content of the present application specification and drawings, or direct / indirect application in other related technical fields, are included in the patent protection scope of the present application.
Claims
1. A deep-sea torpedo anchor construction device, characterized in that: include: A hoisting mechanism, wherein the hoisting mechanism is located on the sea surface; a guide mechanism, the guide mechanism being located between the hoisting mechanism and the seabed and connected to the hoisting mechanism, the top and bottom ends of the guide mechanism being connected to form a guide track, the guide track being used to accommodate the torpedo anchor; as well as an installation anchor chain, the installation anchor chain being retractably wound on the hoisting mechanism, the movable end of the installation anchor chain extending from the top end of the guide mechanism into the guide rail, for connecting to a torpedo anchor in the guide rail to limit the depth of the torpedo anchor extending into the guide rail; The guide mechanism includes a plurality of conduits, the two ends of the conduits being oppositely arranged being connected to form a channel, and the plurality of conduits being sequentially connected end to end to form the guide mechanism, so that the plurality of channels are connected to form the guide track; The catheter comprises: Two connecting parts, the two connecting parts are arranged opposite to each other, and the connecting parts are arranged toward the connecting parts of the adjacent conduits; and a main body portion, the main body portion being located between the two connecting portions, with both ends of the main body portion being connected to the two connecting portions respectively, the channel being formed inside the main body portion, and both ends of the channel respectively passing through to the surfaces of the connecting portions; A through hole is formed on one side of the connecting portion facing the main body, and one end of the channel is connected to the through hole; A plurality of wing holes are provided on one side of the connecting portion toward the main body portion. The plurality of wing holes are respectively connected to the through holes and are spaced apart along the outer periphery of the through hole. The wing holes are adapted to the anchor wings of the torpedo anchor and are used to limit the angle of the torpedo anchor entering the channel.
2. The deep-sea torpedo anchor construction device according to claim 1, characterized in that: A plurality of guide grooves are provided on the circumferential surface of the main body, and the guide grooves extend along the length direction of the main body. The guide grooves are connected to the channel, and the two ends of the guide grooves are respectively connected to the two wing holes. The plurality of guide grooves are arranged at intervals along the circumference of the main body, and the guide grooves are used to limit the angle at which the torpedo anchor leaves the guide track.
3. The deep-sea torpedo anchor construction device according to claim 1, characterized in that: The deep-sea torpedo anchor construction device also includes a limit plate, which is arranged at the top of the guide mechanism. The limit plate is provided with an anchor hole on the side facing the guide mechanism. The installation anchor chain is passed through the anchor hole. The aperture of the anchor hole is smaller than the outer diameter of the torpedo anchor in the guide track. The limit plate is used to cover one end of the guide track to limit the torpedo anchor to the guide track.
4. The deep-sea torpedo anchor construction device according to claim 1, characterized in that: The deep-sea torpedo anchor construction device also includes an extension mechanism, which is located between the guide mechanism and the hoisting mechanism and is connected to the hoisting mechanism and the guide mechanism respectively, for reducing the distance between the guide mechanism and the seabed.
5. The deep-sea torpedo anchor construction device according to claim 4, characterized in that: The extension mechanism comprises: A fixing portion, the fixing portion being connected to the hoisting mechanism, and a mounting hole being formed on a top of the fixing portion; and an extension portion, the extension portion being located between the fixing portion and the guide mechanism, the extension portion being inserted into the top end of the guide mechanism, the extension portion having a mounting channel formed therein, one end of the mounting channel extending through the end of the extension portion facing the guide mechanism, and the other end of the mounting channel being in communication with the mounting hole; Wherein, the mounting anchor chain is sequentially passed through the mounting hole, the mounting channel and the guide rail.
6. The deep-sea torpedo anchor construction device according to claim 5, characterized in that: The fixing portion includes: Three fixing rods, the three fixing rods being sequentially connected end to end to form a tripod having a triangular structure; and Three connecting rods, the three connecting rods being located on a side of the tripod away from the guide mechanism, the three connecting rods being connected to three vertices of the tripod respectively, the three connecting rods intersecting at one end away from the tripod to form a connecting piece, the connecting piece having the mounting hole formed therethrough on a side facing the guide mechanism; The extension portion includes three extension rods, which are located on the side of the tripod facing the guide mechanism. The three extension rods are respectively connected to the three vertices of the tripod. The end of the extension rod facing away from the tripod is inserted into the top of the guide mechanism. The three extension rods enclose the installation channel.
7. The deep-sea torpedo anchor construction device according to claim 1, characterized in that: The hoisting mechanism comprises: An installation windlass, wherein at least a portion of the installation anchor chain is retractably wound around the installation windlass; a steel cable, one end of which is connected to the guide mechanism; and A driving assembly, the other end of the steel cable is connected to the driving assembly, and the driving assembly is used to drive the steel cable to rise and fall; And / or, the deep-sea torpedo anchor construction device further includes: A protective shell having a protective cavity formed therein, wherein the installation anchor chain is passed through the protective cavity; and wireless remote-controlled cutting pliers, wherein the wireless remote-controlled cutting pliers are arranged in the protective cavity and are used to cut the installation anchor chain.
Citation Information
Patent Citations
Anchor homing guide device and system thereof
CN113602420A
Method for constructing a foundation pile for offshore constructions and foundation pile for offshore structures
EP2796620A2