Pile stabilizing platform device

Abstract

The invention provides a pile stabilizing platform device. The pile stabilizing platform device comprises a bearing device, a supporting device and a pile gripper. Wherein the bearing device is adjustably arranged on the supporting device; the pile gripper is arranged on the bearing device and used for being connected with a pile foundation. According to the pile stabilizing platform device, the bearing device and the supporting device are connected in a position-adjustable mode, so that the overall height of the bearing device and the supporting device can be adjusted, namely the height of the pile stabilizing platform device can be adjusted, and the pile stabilizing platform device can adapt to working environments with different water depths; the height of the pile stabilizing platform device can be adjusted by adjusting the relative position between the bearing device and the supporting device, normal operation of equipment borne on the bearing device is guaranteed, the pile stabilizing platform device can conduct construction operation under different water depth conditions, pile stabilizing platforms of other heights do not need to be replaced as in the prior art, and construction efficiency is improved. And the construction cost is reduced.

Description

Technical Field

[0001] This invention relates to the field of marine platform technology, and more specifically, to a piling platform stabilization device. Background Technology

[0002] A pile stabilization platform is a stable construction platform formed by fixing several positioning piles to the seabed. It serves as a crucial auxiliary equipment for the pile driving construction of offshore wind turbine jacket foundation steel pipe piles, and its applicability directly impacts construction efficiency. However, existing pile stabilization platforms are of fixed height and can only be used in water depths with significant variations. When conducting construction operations in waters with large depth variations, these platforms become unusable, necessitating the replacement with platforms of different heights, thus increasing construction costs. Summary of the Invention

[0003] In view of this, the present invention proposes a pile stabilization platform device, which aims to solve the problem that the height of the existing pile stabilization platform is fixed and cannot operate under different water depth conditions.

[0004] This invention proposes a pile stabilization platform device, which includes: a bearing device, a support device, and a pile gripper; wherein, the bearing device is adjustablely positioned on the support device; and the pile gripper is positioned on the bearing device for connection with the pile foundation.

[0005] Furthermore, the aforementioned pile stabilization platform device also includes: a plug-in structure and a locking mechanism; wherein, the end of the support device facing the bearing device is provided with a plug-in groove; the plug-in structure is disposed at the bottom of the bearing device and is movably inserted into the plug-in groove; the locking mechanism is used to lock the support device and the bearing device together when the plug-in structure is inserted into the plug-in groove, and to lock the support device and the plug-in structure together after the plug-in structure is removed from the plug-in groove.

[0006] Furthermore, in the aforementioned pile stabilization platform device, the plug-in structure includes: four plug pipes; wherein the four plug pipes are spaced apart at the bottom of the bearing device; there are four plug slots, and the four plug pipes are movably inserted into the four plug slots in a one-to-one correspondence.

[0007] Furthermore, in the aforementioned pile stabilization platform device, the support device includes: an anti-sinking plate, four support pipes, and multiple first connectors; wherein, the four support pipes are spaced apart and form a rectangular structure, and at least one first connector is provided between any two adjacent support pipes, and the internal space of each support pipe forms an insertion groove; the anti-sinking plate is horizontally placed at the bottom of the four support pipes; and the four insertion pipes are inserted into the four support pipes from the top of the four support pipes in a corresponding manner.

[0008] Furthermore, in the aforementioned pile stabilization platform device, the bearing device includes: a platform plate, four bearing pipes, and multiple second connectors; wherein, the four bearing pipes are spaced apart and form a rectangular structure, and at least one second connector is provided between any two adjacent bearing pipes; the platform plate is horizontally positioned on the top of the four bearing pipes; the pile gripper is positioned on one side of the platform plate and connected to the corresponding two bearing pipes; and four insertion pipes are correspondingly positioned at the bottom of the four bearing pipes.

[0009] Furthermore, in the aforementioned pile stabilization platform device, the locking mechanism includes: at least two first locking members and at least two second locking members; wherein, each first locking member is disposed between the support pipe and the corresponding bearing pipe, and is used to lock the support pipe and the corresponding bearing pipe when the insertion pipe is inserted into the support pipe; each second locking member is disposed between the support pipe and the corresponding insertion pipe, and is used to lock the support pipe and the corresponding insertion pipe after the insertion pipe is removed from the support pipe.

[0010] Furthermore, in the aforementioned pile stabilization platform device, each first locking component includes: two first locking bodies and two first locking bolts; wherein, the outer wall of the top of each support tube is provided with an annular first positioning protrusion; the outer wall of the bottom of each bearing tube is provided with an annular second positioning protrusion, and the outer diameter of each bearing tube is smaller than the outer diameter of the support tube; each first locking body is provided with a first arc-shaped groove, the middle part of each first arc-shaped groove is provided with a groove, each first arc-shaped groove is provided with an arc-shaped protrusion on one side of the groove, and threaded holes are provided at both ends of each first locking body; the two first locking bodies are connected to each other and the two first arc-shaped grooves are joined to form an annular space, the annular space corresponding to the connection between the support tube and the bearing tube; the first positioning protrusion and the second positioning protrusion are both placed in the groove, and the protrusion is in contact with the bearing tube; the two first locking bolts correspond to the two ends of the two first locking bodies respectively, and each first locking bolt is screwed into the threaded hole at the corresponding end of the two first locking bodies.

[0011] Furthermore, in the aforementioned pile stabilization platform device, each second locking component includes: two second locking bodies and two second locking bolts; wherein, the outer wall of the bottom of each insertion pipe is provided with an annular third positioning protrusion, and the overall radial dimension of each insertion pipe and the third positioning protrusion is smaller than the inner diameter of the support pipe; each second locking body is provided with a second arc-shaped groove, and threaded holes are provided at both ends of each second locking body; an arc-shaped partition is provided in the middle of each second arc-shaped groove, and the recess depth of each second arc-shaped groove on the first side of the partition is greater than the recess depth on the second side. The depth of the recess is such that each second arc-shaped groove has a first receiving groove on the first side of the partition, and each second arc-shaped groove has a second receiving groove on the second side of the partition; the two second locking bodies are connected to each other and the two second arc-shaped grooves are joined to form an annular space, which corresponds to the connection between the support tube and the insertion tube; the first positioning protrusion is placed in the first receiving groove, and the third positioning protrusion is placed in the second receiving groove; the two second locking bolts correspond to the two ends of the two second locking bodies respectively, and each second locking bolt is screwed into the threaded hole at the corresponding end of the two second locking bodies.

[0012] Furthermore, in the aforementioned pile stabilization platform device, multiple diagonal braces are provided between two adjacent support pipes and between two adjacent bearing pipes.

[0013] Furthermore, in the aforementioned pile stabilization platform device, there are two pile grippers, which are spaced apart along the height direction of the bearing device; and / or, the bearing device, support device, and plug-in structure are all coated with an anti-corrosion coating.

[0014] In this invention, the bearing device and the support device are connected in an adjustable position, which allows for adjustment of the overall height of the bearing device and the support device, i.e., the height of the pile stabilization platform device. This adapts to working environments with varying water depths. When conducting construction operations in sea areas with significant water depth variations, adjusting the relative position between the bearing device and the support device allows for height adjustment of the pile stabilization platform device, ensuring the normal operation of the equipment carried on the bearing device. This enables the pile stabilization platform device to conduct construction operations under different water depth conditions without the need to replace the pile stabilization platform with a different height as in existing technologies, reducing construction costs and solving the problem that the fixed height of the pile stabilization platform in existing technologies prevents operation under different water depth conditions. Attached Figure Description

[0015] Various other advantages and benefits will become apparent to those skilled in the art upon reading the following detailed description of preferred embodiments. The accompanying drawings are for illustrative purposes only and are not intended to limit the invention. Furthermore, the same reference numerals denote the same parts throughout the drawings. In the drawings:

[0016] Figure 1This is a schematic diagram of the structure of the pile stabilization platform device provided in an embodiment of the present invention;

[0017] Figure 2 This is a schematic diagram of the structure of the pile stabilization platform device provided in an embodiment of the present invention during retraction;

[0018] Figure 3 A schematic diagram of the bearing device and the plug-in structure in the pile stabilization platform device provided in the embodiments of the present invention;

[0019] Figure 4 This is a schematic diagram of the support device in the pile stabilization platform device provided in an embodiment of the present invention;

[0020] Figure 5 A schematic diagram of the structure of the first locking member in the pile stabilization platform device provided in the embodiments of the present invention;

[0021] Figure 6 A schematic diagram of the structure of the first locking body in the pile stabilization platform device provided in the embodiments of the present invention;

[0022] Figure 7 A schematic diagram of the structure of the second locking member in the pile stabilization platform device provided in the embodiments of the present invention;

[0023] Figure 8 This is a schematic diagram of the structure of the second locking body in the pile stabilization platform device provided in an embodiment of the present invention. Detailed Implementation

[0024] Exemplary embodiments of the present disclosure will now be described in more detail with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be implemented in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided to enable a more thorough understanding of the present disclosure and to fully convey the scope of the disclosure to those skilled in the art. It should be noted that, unless otherwise specified, the embodiments and features described herein can be combined with each other. The present invention will now be described in detail with reference to the accompanying drawings and embodiments.

[0025] See Figures 1 to 8 The figure shows a preferred structure of the pile stabilization platform device in this embodiment. As shown, the pile stabilization platform device includes: a bearing device 1, a support device 2, and a pile gripper 3. The bearing device 1 is adjustablely positioned on the support device 2, allowing for adjustment of the overall height of the bearing device 1 and support device 2, thus adjusting the height of the pile stabilization platform device. The bearing device 1 is used to support construction equipment.

[0026] The pile gripper 3 is installed on the bearing device 1 and is used to connect with the pile foundation.

[0027] Preferably, there are two pile grippers 3, with the two pile grippers 3 positioned along the height direction of the bearing device 1. Figure 1 The piles are spaced apart in the direction shown from top to bottom, with one pile gripper 3 positioned at the top of the bearing device 1. Figure 1 (See the upper part shown). Each pile gripper 3 is connected to the pile foundation. In this way, by setting two pile grippers 3, a stable connection between the pile stabilizing platform device and the pile foundation can be ensured, thereby improving the stability of the pile stabilizing platform device.

[0028] As can be seen, in this embodiment, the bearing device 1 and the support device 2 are connected in an adjustable manner. This allows for adjustment of the overall height of the bearing device 1 and the support device 2, i.e., the height of the pile stabilization platform device. This enables the device to adapt to different water depths. When conducting construction operations in sea areas with significant water depth variations, adjusting the relative position between the bearing device 1 and the support device 2 allows for the adjustment of the height of the pile stabilization platform device. This ensures the normal operation of the equipment carried on the bearing device 1 and enables the pile stabilization platform device to conduct construction operations under different water depth conditions. As in the prior art, there is no need to replace the pile stabilization platform with a different height, reducing construction costs and solving the problem that the fixed height of the pile stabilization platform in the prior art prevents operation under different water depth conditions.

[0029] See Figures 1 to 4 In the above embodiment, the pile stabilizing platform device further includes: a plug-in structure 4 and a locking mechanism. The support device 2 has a plug-in groove at one end facing the bearing device 1. The plug-in structure 4 is located at the bottom of the bearing device 1. Figure 1 (as shown in the lower part), and the insertion structure 4 is movably inserted into the insertion slot. Specifically, the insertion slot is formed at the top of the support device 2 (as shown in the lower part), and the insertion structure 4 is movably inserted into the insertion slot. Figure 1 As shown in the upper part), the bottom of the bearing device 1 faces the support device 2, and the top of the support device 2 is set opposite to the bottom of the bearing device 1. The plug-in structure 4 is inserted into the plug-in groove from the top of the support device 2 and can be moved out from the plug-in groove.

[0030] The locking mechanism is used to lock the support device 2 and the bearing device 1 together when the insertion structure 4 is inserted into the insertion slot, and to lock the support device 2 and the insertion structure 4 together after the insertion structure 4 is removed from the insertion slot. Specifically, see [link to details]. Figure 2 When the insertion structure 4 is inserted into the insertion slot, the support device 2 and the bearing device 1 are aligned. The locking mechanism then locks the support device 2 and the bearing device 1 together, fixing them relative to each other and ensuring the height remains constant. At this point, the height of the pile stabilizing platform device is shortened. (See also...) Figure 1After the insertion structure 4 is removed from the insertion slot, the support device 2 is connected to the insertion structure 4. Then the locking mechanism locks the support device 2 and the insertion structure 4, so that the support device 2 and the insertion structure 4 are relatively fixed, ensuring that the height remains unchanged. At this time, the height of the pile stabilizing platform device increases.

[0031] As can be seen, in this embodiment, when it is necessary to increase the height of the pile stabilizing platform device, the plug-in structure 4 is moved out of the plug-in slot, and then the support device 2 is locked to the plug-in structure 4, so that the height of the pile stabilizing platform device remains unchanged; when it is necessary to decrease the height of the pile stabilizing platform device, the plug-in structure 4 is inserted into the plug-in slot, and then the support device 2 is locked to the bearing device 1, so that the height of the pile stabilizing platform device remains unchanged. This structure is simple and easy to implement.

[0032] See Figures 1 to 4 In the above embodiments, the insertion structure 4 includes four insertion tubes 41. The four insertion tubes 41 are spaced apart at the bottom of the supporting device 1, specifically, the positions of the four insertion tubes 41 form a rectangle. Correspondingly, there are also four insertion slots, with each of the four insertion tubes 41 corresponding to one of the four insertion slots, and each insertion tube 41 can be movably inserted into its corresponding insertion slot.

[0033] The support device 2 includes: an anti-sinking plate 21, four support pipes 22, and multiple first connectors 23. The four support pipes 22 are spaced apart and form a rectangular structure. At least one first connector 23 is provided between any two adjacent support pipes 22. Specifically, the four support pipes 22 are located at the four corners of the rectangle, and the first connectors 23 connect adjacent support pipes 22. The top of each support pipe 22 (… Figure 1 The upper part shown is open, and the internal space of each support tube 22 forms a plug groove.

[0034] Preferably, multiple diagonal braces 7 are provided between any two adjacent support pipes 22.

[0035] Specifically, two first connectors 23 are horizontally arranged between two adjacent support pipes 22. The two first connectors 23 are parallel to each other. Two diagonal braces 7 are symmetrically arranged between the two first connectors 23. Each diagonal brace 7 is inclined. The two ends of each diagonal brace 7 are connected to one of the first connectors 23 and the corresponding side support pipe 22, respectively.

[0036] Anti-sinking plate 21 is horizontally installed at the bottom of the four support pipes 22. Figure 1 (as shown in the lower part), specifically, the anti-sinking plate 21 is placed below each of the first connecting members 23, and the anti-sinking plate 21 is perpendicular to each of the support pipes 22.

[0037] The four insertion tubes 41 correspond one-to-one with the four support tubes 22, and each insertion tube 41 is inserted into the interior of the corresponding support tube 22 from the top of the corresponding support tube 22.

[0038] In practice, both the first connector 23 and the diagonal brace 7 can be steel pipes.

[0039] As can be seen, in this embodiment, the structure of the support device 2 and the plug-in structure 4 are simple and easy to implement.

[0040] See Figures 1 to 4 The supporting device 1 includes a platform plate 11, four supporting pipes 12, and multiple second connectors 13. The four supporting pipes 12 are spaced apart and form a rectangular structure. At least one second connector 13 is provided between any two adjacent supporting pipes 12. Specifically, the four supporting pipes 12 are located at the four corners of the rectangle, and the second connectors 13 connect adjacent supporting pipes 12.

[0041] Preferably, multiple diagonal braces 7 are provided between any two adjacent bearing pipes 12.

[0042] Specifically, two second connectors 13 are horizontally arranged between any two adjacent bearing pipes 12. The two second connectors 13 are parallel to each other. Two diagonal braces 7 are symmetrically arranged between the two second connectors 13. Each diagonal brace 7 is inclined. The two ends of each diagonal brace 7 are respectively connected to one of the second connectors 13 and the corresponding side of the bearing pipe 12.

[0043] In practice, both the second connector 13 and the diagonal brace 7 can be steel pipes.

[0044] The platform plate 11 is horizontally positioned on top of the four support pipes 12. Figure 1 (as shown in the upper part), specifically, the platform plate 11 is placed above each of the second connecting members 13, and the platform plate 11 is perpendicular to each of the bearing pipes 12.

[0045] The pile gripper 3 is positioned on one side of the platform plate 11, and is connected to two bearing pipes 12 at corresponding positions on that side of the platform plate. Specifically, the pile gripper 3 is placed outside the bearing device 1, is connected to the two bearing pipes 12 in the bearing device 1, and the platform plate 11 and the pile gripper 3 are on the same plane.

[0046] In specific implementation, when two pile grippers 3 are set, one pile gripper 3 is set at the platform plate 11 and is on the same plane as the platform plate 11, and a support frame 8 is set at the other pile gripper 3. The support frame 8 is horizontally set between the four support pipes 22. The support frame 8 can not only improve the stability and strength of the support device 2, but also support the pile gripper 3.

[0047] Four insertion tubes 41 correspond one-to-one with four support tubes 12, and each insertion tube 41 is located at the bottom of the corresponding support tube 12. Figure 1 (See the lower part shown). Preferably, each insertion tube 41 is welded to the corresponding carrier tube 12.

[0048] See Figure 1 , Figure 2 , Figures 5 to 8 In the above embodiments, the locking mechanism includes at least two first locking elements 5 and at least two second locking elements 6. Each first locking element 5 is disposed between the support tube 22 and the corresponding carrier tube 12, and is used to lock the support tube 22 and the corresponding carrier tube 12 when the insertion tube 41 is inserted into the support tube 22. Specifically, one first locking element 5 is disposed on one support tube 22, and the first locking element 5 is disposed at the connection between the corresponding support tube 22 and the carrier tube 12, and locks it thereon. Preferably, there are four first locking elements 5, with each of the four first locking elements 5 corresponding to one of the four support tubes 22.

[0049] Each second locking element 6 is disposed between the support tube 22 and the corresponding insertion tube 41, and is used to lock the support tube 22 and the corresponding insertion tube 41 after the insertion tube 41 is removed from the support tube 22. Specifically, one second locking element 6 is disposed on one support tube 22, and the second locking element 6 is disposed at the connection between the corresponding support tube 22 and the insertion tube 41, and locks it thereon. Preferably, there are four second locking elements 6, and the four second locking elements 6 correspond one-to-one with the four support tubes 22.

[0050] In practice, when it is necessary to insert the insertion tube 41 into the support tube 22, the first locking member 5 is used; when it is necessary to remove the insertion tube 41 from the support tube 22, the second locking member 6 is used.

[0051] See Figure 5 and Figure 6 Each support tube 22 has an annular first positioning protrusion on its top outer wall. Specifically, the first positioning protrusion can be a rectangular protrusion, and the first positioning protrusion is arranged in an annular shape around the top of the support tube 22.

[0052] Each support tube 12 has an annular second positioning protrusion on its bottom outer wall, and the outer diameter of each support tube 12 is smaller than the outer diameter of the support tube 22. Specifically, the second positioning protrusion can be a rectangular protrusion, and the second positioning protrusion is arranged in an annular shape around the bottom of the support tube 12. The outer diameters of all support tubes 12 and all support tubes 22 are the same, and the outer diameter of the support tube 12 is smaller than the outer diameter of the support tube 22.

[0053] Each first locking element 5 includes two first locking bodies 51 and two first locking bolts 52. Each first locking body 51 has a first arc-shaped groove 511, and each first locking body 51 has threaded holes at both ends. Specifically, the first locking body 51 is generally rectangular, has a predetermined thickness, and the first arc-shaped groove 511 is located in the middle of the first locking body 51. The two threaded holes are located on opposite sides of the first arc-shaped groove 511. The positions of the first arc-shaped grooves 511 on the two first locking bodies 51 correspond to each other.

[0054] Each first arc-shaped groove 511 has a groove 512 in the middle. Specifically, the groove 512 is located in the middle of the first arc-shaped groove 511 and is arc-shaped. Each first arc-shaped groove 511 has an arc-shaped protrusion 53 on one side of the groove 512. Preferably, the protrusion 53 is integrally formed with the arc-shaped groove.

[0055] When two first locking bodies 51 are aligned, two first arc-shaped grooves 511 are also aligned. After the two first arc-shaped grooves 511 are aligned, they form an annular space, which corresponds to the connection between the support tube 22 and the bearing tube 12. That is, each first locking body 51 is in contact with both the support tube 22 and the bearing tube 12 in the thickness direction.

[0056] The first positioning protrusion on the support tube 22 and the second positioning protrusion on the bearing tube 12 are both placed in the groove 512 in the annular space. Furthermore, the protrusions 53 on the two first arc-shaped grooves 511 are in contact with the outer wall of the bearing tube 12, and the first arc-shaped grooves 511 are in contact with the outer wall of the support tube 22.

[0057] The two first locking bolts 52 correspond to the two ends of the two first locking bodies 51 respectively. Specifically, the two first locking bolts 52 are placed on both sides of the annular space. Each first locking bolt 52 is screwed into the threaded hole at the corresponding end of the two first locking bodies 51 to lock the two first locking bodies 51 together, thereby locking and fixing the support tube 22 and the bearing tube 12.

[0058] As can be seen, in this embodiment, when the insertion tube 41 is inserted into the support tube 22, the top of the support tube 22 contacts the bottom of the carrier tube 12. The two first locking bodies 51 correspond to the connection between the support tube 22 and the carrier tube 12 and are connected. The first positioning protrusion of the support tube 22 and the second positioning protrusion of the carrier tube 12 are simultaneously placed in the grooves 512 on the two first locking bodies 51. The protrusions 53 on the two first locking bodies 51 are in contact with the outer wall of the carrier tube 12. The first arc-shaped grooves 511 on the two first locking bodies 51 are in contact with the outer wall of the support tube 22. Then, the two first locking bolts 52 are screwed into the threaded holes on the two first locking bodies 51, so that the two first locking bodies 51 are locked together, thereby locking and fixing the support tube 22 and the carrier tube 12.

[0059] Preferably, after the two first locking bolts 52 are screwed into the threaded holes on the two first locking bodies 51, the two first locking bolts 52 pass through the two first locking bodies 51 and are screwed into the corresponding nuts. In this way, the two first locking bodies 51 are further locked together by turning the two nuts.

[0060] See Figures 7 to 8 The bottom of each connector 41 ( Figure 3 The outer wall of the lower part (shown) is provided with an annular third positioning protrusion. Specifically, the third positioning protrusion can be a rectangular protrusion, and the third positioning protrusion is arranged in an annular shape around the bottom of the insertion tube 41. Furthermore, the overall radial dimension of each insertion tube 41 and the third positioning protrusion is smaller than the inner diameter of the support tube 22, so that both the insertion tube 41 and the third positioning protrusion can be inserted into the support tube 22 and can be removed from the support tube 22.

[0061] Each second locking element 6 includes two second locking bodies 61 and two second locking bolts 62. Each second locking body 61 has a second arc-shaped groove 611, and each second locking body 61 has threaded holes at both ends. Specifically, the second locking body 61 is generally rectangular, has a predetermined thickness, and the second arc-shaped groove 611 is located in the middle of the second locking body 61. The two threaded holes are located on opposite sides of the second arc-shaped groove 611. The positions of the second arc-shaped grooves 611 on the two second locking bodies 61 correspond to each other.

[0062] Each second arc-shaped groove 611 has an arc-shaped partition 63 at its middle portion. The recess depth of each second arc-shaped groove 611 on the first side of the partition 63 is greater than the recess depth on the second side. Furthermore, each second arc-shaped groove 611 has a first receiving groove 64 on the first side of the partition 63, and each second arc-shaped groove 611 has a second receiving groove 65 on the second side of the partition 63. Specifically, the partition 63 divides the second arc-shaped groove 611 into two parts in the thickness direction, and the recess depths of the second arc-shaped groove 611 on both sides of the partition 63 are different. The recess depth on the first side matches the outer diameter of the support tube 22, and the recess depth on the second side matches the outer diameter of the insertion tube 41.

[0063] When the two second locking bodies 61 are aligned, the two second arc-shaped grooves 611 are also aligned. After the two second arc-shaped grooves 611 are aligned, they form an annular space, which corresponds to the connection between the support tube 22 and the insertion tube 41. That is, each second locking body 61 is in contact with both the support tube 22 and the insertion tube 41 in the thickness direction.

[0064] The first positioning protrusion on the support tube 22 is placed in the first receiving groove 64, and the outer wall of the support tube 22 is in contact with the first side of the second arc-shaped groove 611. The third positioning protrusion on the insertion tube 41 is placed in the second receiving groove 65, and the outer wall of the insertion tube 41 is in contact with the second side of the second arc-shaped groove 611.

[0065] The two second locking bolts 62 correspond to the two ends of the two second locking bodies 61 respectively. Specifically, the two second locking bolts 62 are placed on both sides of the annular space. Each second locking bolt 62 is screwed into the threaded hole at the corresponding end of the two second locking bodies 61 to lock the two second locking bodies 61 together, thereby locking and fixing the support tube 22 and the insertion tube 41.

[0066] As can be seen, in this embodiment, when the insertion tube 41 is removed from the support tube 22, the top of the support tube 22 contacts the bottom of the insertion tube 41, and the two second locking bodies 61 are aligned with the connection between the support tube 22 and the insertion tube 41. The first positioning protrusion on the support tube 22 is placed in the first receiving groove 64, and the outer wall of the support tube 22 contacts the first side of the second arc-shaped groove 611. The third positioning protrusion on the insertion tube 41 is placed in the second receiving groove 65, and the outer wall of the insertion tube 41 contacts the second side of the second arc-shaped groove 611. At this time, the partition 63 separates the support tube 22 and the insertion tube 41, and the partition 63 contacts the end of the insertion tube 41. The partition 63 blocks and supports the insertion tube 41. Then, the two second locking bolts 62 are screwed into the threaded holes on the two second locking bodies 61, so that the two second locking bodies 61 are locked together, thereby locking and fixing the support tube 22 and the insertion tube 41.

[0067] Preferably, after the two second locking bolts 62 are screwed into the threaded holes on the two second locking bodies 61, the two second locking bolts 62 pass through the two second locking bodies 61 and are screwed into the corresponding nuts. In this way, the two second locking bodies 61 are further locked by turning the two nuts.

[0068] In practice, each first locking element 5 and each second locking element 6 can be made of spring steel.

[0069] Preferably, each insertion tube 41 has annular third positioning protrusions spaced apart on its outer wall, with each third positioning protrusion extending along the height direction of the insertion tube 41. Figure 1 (As shown in the top-to-bottom direction) are spaced apart. Each second locking body 61 has a second arc-shaped groove 611. The middle part of each second arc-shaped groove 611 is no longer provided with an arc-shaped partition 63. Each second arc-shaped groove 611 is divided into two parts from the middle part. The recess depth of the left and right parts of each second arc-shaped groove 611 is different. The recess depth of the first side is greater than the recess depth of the second side. In addition, each second arc-shaped groove 611 has a first receiving groove 64 on the first side and a second receiving groove 65 on the second side.

[0070] The first positioning protrusion on the support tube 22 is placed in the first receiving groove 64, and the outer wall of the support tube 22 is in contact with the first side of the second arc-shaped groove 611. The third positioning protrusion on the insertion tube 41 is placed in the second receiving groove 65, and the outer wall of the insertion tube 41 is in contact with the second side of the second arc-shaped groove 611.

[0071] In this way, the insertion depth of the insertion tube 41 into the support tube 22 can be adjusted according to the water depth. When the insertion depth is appropriate, it is locked by two second locking bodies 61. That is, the first positioning protrusion on the support tube 22 is placed in the first receiving groove 64, and the outer wall of the support tube 22 is in contact with the first side of the second arc-shaped groove 611. The third positioning protrusion on the insertion tube 41 is placed in the second receiving groove 65, and the outer wall of the insertion tube 41 is in contact with the second side of the second arc-shaped groove 611. Then, the two locking bolts are screwed into the threaded holes on the two second locking bodies 61, so that the two second locking bodies 61 are locked together, thereby locking and fixing the support tube 22 and the insertion tube 41.

[0072] In the above embodiments, the bearing device 1, the support device 2, and the plug-in structure 4 are all coated with an anti-corrosion coating. The anti-corrosion coating has strong anti-corrosion properties, which enables the pile stabilization platform device to resist seawater corrosion, thereby having a longer service life.

[0073] Preferably, there are two pile grippers 3, which are spaced apart along the height direction of the bearing device 1; and / or, the bearing device 1, the support device 2 and the plug-in structure 4 are all coated with an anti-corrosion coating.

[0074] When the height of the pile stabilization platform needs to be adjusted, first measure the water depth at the work site, and estimate the appropriate construction height of the pile stabilization platform based on the water depth. If the construction water depth is too deep and the height of the pile stabilization platform needs to be raised, first open each of the first locking parts 5, use a crane to move each insertion pipe 41 out of each support pipe 22, and then use each of the second locking parts 6 to lock each support pipe 22 to each insertion pipe 41, thereby achieving the purpose of adjusting the height of the pile stabilization platform.

[0075] In summary, in this embodiment, the bearing device 1 and the support device 2 are connected in an adjustable manner, which allows for adjustment of the overall height of the bearing device 1 and the support device 2, i.e., the height of the pile stabilization platform device. This enables the device to adapt to working environments with varying water depths. When conducting construction operations in sea areas with significant water depth variations, adjusting the relative position between the bearing device 1 and the support device 2 allows for height adjustment of the pile stabilization platform device. This ensures the normal operation of the equipment carried on the bearing device 1, enabling the pile stabilization platform device to perform construction operations under different water depth conditions. This achieves height adjustment of the pile stabilization platform device according to different water depths, eliminating the need to replace the pile stabilization platform with one of different heights as in the prior art, thus reducing construction costs.

[0076] It should be noted that in the description of this invention, the terms "upper", "lower", "left", "right", "inner", "outer", etc., which indicate the direction or positional relationship, are based on the direction or positional relationship shown in the drawings. This is only for the convenience of description and is not intended to indicate or imply that the device or element must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, it should not be construed as a limitation of this invention.

[0077] Furthermore, it should be noted that, in the description of this invention, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this invention according to the specific circumstances.

[0078] Obviously, those skilled in the art can make various modifications and variations to this invention without departing from its spirit and scope. Therefore, if these modifications and variations fall within the scope of the claims of this invention and their equivalents, this invention also intends to include these modifications and variations.

Claims

1. A pile stabilization platform device, characterized in that, include: The load-bearing device (1), the support device (2), and the pile gripper (3) are included; among them, The bearing device (1) is adjustablely positioned on the support device (2); The pile gripper (3) is installed on the bearing device (1) and is used to connect with the pile foundation.

2. The pile stabilization platform device according to claim 1, characterized in that, Also includes: The plug-in structure (4) and the locking mechanism; wherein, The support device (2) has a plug-in groove at one end facing the bearing device (1); The plug-in structure (4) is disposed at the bottom of the bearing device (1) and is movably inserted into the plug-in slot; The locking mechanism is used to lock the support device (2) and the bearing device (1) when the plug-in structure (4) is inserted into the plug-in slot, and to lock the support device (2) and the plug-in structure (4) after the plug-in structure (4) is removed from the plug-in slot.

3. The pile stabilization platform device according to claim 2, characterized in that, The plug-in structure (4) includes: four plug tubes (41); wherein, The four insertion tubes (41) are spaced apart at the bottom of the support device (1); There are four insertion slots, and the four insertion tubes (41) are inserted into the four insertion slots in a corresponding and movable manner.

4. The pile stabilization platform device according to claim 3, characterized in that, The support device (2) includes: an anti-sinking plate (21), four support pipes (22), and multiple first connectors (23); wherein, The four support tubes (22) are spaced apart and form a rectangular structure. At least one first connector (23) is provided between any two adjacent support tubes (22). The internal space of each support tube (22) forms the insertion groove. The anti-sinking plate (21) is horizontally positioned at the bottom of the four support pipes (22); The four insertion tubes (41) are inserted into the four support tubes (22) from the top of the four support tubes (22) respectively.

5. The pile stabilization platform device according to claim 4, characterized in that, The supporting device (1) includes: a platform plate (11), four supporting pipes (12), and multiple second connecting parts (13); wherein, The four carrier tubes (12) are spaced apart, and the four carrier tubes (12) form a rectangular structure. At least one second connector (13) is provided between any two adjacent carrier tubes (12). The platform plate (11) is horizontally positioned on top of the four bearing pipes (12); The pile gripper (3) is located on one side of the platform plate (11) and connected to the two corresponding bearing pipes (12); The four insertion tubes (41) are respectively disposed at the bottom of the four bearing tubes (12).

6. The pile stabilization platform device according to claim 5, characterized in that, The locking mechanism includes: at least two first locking elements (5) and at least two second locking elements (6); wherein, Each of the first locking elements (5) is disposed between the support tube (22) and the corresponding bearing tube (12) for locking the support tube (22) and the corresponding bearing tube (12) when the insertion tube (41) is inserted into the support tube (22); Each of the second locking elements (6) is disposed between the support tube (22) and the corresponding insertion tube (41) for locking the support tube (22) and the corresponding insertion tube (41) after the insertion tube (41) is removed from the support tube (22).

7. The pile stabilization platform device according to claim 6, characterized in that, Each of the first locking elements (5) includes: two first locking bodies (51) and two first locking bolts (52); wherein, Each of the support tubes (22) has an annular first positioning protrusion on the outer wall of its top. Each of the bearing tubes (12) has an annular second positioning protrusion on the outer wall of its bottom, and the outer diameter of each bearing tube (12) is smaller than the outer diameter of the support tube (22). Each of the first locking bodies (51) is provided with a first arc-shaped groove (511), and each of the first arc-shaped grooves (511) is provided with a groove (512) in the middle part. Each of the first arc-shaped grooves (511) is provided with an arc-shaped protrusion (53) on one side of the groove (512). Furthermore, each of the two ends of the first locking body (51) is provided with a threaded hole. Two first locking bodies (51) are connected to each other and two first arc-shaped grooves (511) are joined to form an annular space, which corresponds to the connection between the support tube (22) and the bearing tube (12); Both the first positioning protrusion and the second positioning protrusion are placed in the groove (512), and the protrusion (53) is in contact with the bearing tube (12); The two first locking bolts (52) correspond to the two ends of the two first locking bodies (51), and each first locking bolt (52) is screwed into the threaded hole at the corresponding end of the two first locking bodies (51).

8. The pile stabilization platform device according to claim 7, characterized in that, Each of the second locking elements (6) includes: two second locking bodies (61) and two second locking bolts (62); wherein, Each of the insertion tubes (41) has an annular third positioning protrusion on the outer wall of its bottom, and the overall radial dimension of each insertion tube (41) and the third positioning protrusion is smaller than the inner diameter of the support tube (22). Each of the second locking bodies (61) is provided with a second arc-shaped groove (611), and each of the two ends of the second locking body (61) is provided with threaded holes; each of the second arc-shaped grooves (611) is provided with an arc-shaped partition (63) in the middle part, and the recess depth of each of the second arc-shaped grooves (611) on the first side of the partition (63) is greater than the recess depth on the second side. Furthermore, each of the second arc-shaped grooves (611) is provided with a first receiving groove (64) on the first side of the partition (63), and each of the second arc-shaped grooves (611) is provided with a second receiving groove (65) on the second side of the partition (63). Two second locking bodies (61) are brought together and two second arc-shaped grooves (611) are joined together to form an annular space, which corresponds to the connection between the support tube (22) and the insertion tube (41); The first positioning protrusion is placed in the first receiving groove (64), and the third positioning protrusion is placed in the second receiving groove (65); The two second locking bolts (62) correspond to the two ends of the two second locking bodies (61), and each second locking bolt (62) is screwed into the threaded hole at the corresponding end of the two second locking bodies (61).

9. The pile stabilization platform device according to claim 5, characterized in that, Multiple diagonal braces (7) are provided between two adjacent support pipes (22) and between two adjacent bearing pipes (12).

10. The pile stabilization platform device according to claim 1, characterized in that, The pile grippers (3) are two in number and spaced apart along the height direction of the bearing device (1); and / or, The bearing device (1), the support device (2), and the plug-in structure (4) are all coated with an anti-corrosion coating.

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