Floating transportation device for offshore wind power steel pipe piles
By designing the fixed components of L-shaped plates and support plates on the floating transportation device of offshore wind power steel pipe piles, and quickly fixing the steel pipe piles by sliding and rotating mechanisms, the cumbersome operation problems in the existing technology are solved, and transportation efficiency is improved. Fixed effect.
Patent Information
- Application Number
- CN202420886564.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-26
- Publication Date
- 2024-12-10
- Estimated Expiration
- 2034-04-26
AI Technical Summary
During the floating transportation of existing offshore wind power steel pipe piles, the operation of fixed steel pipe piles on the floating body is complicated, and tooling positioning and bolt locking is required, resulting in complex and time-consuming operation.
A fixing component including an L-shaped plate and a support plate is designed. The support plate is sliding up and down to drive the rotation of the L-shaped plate, combining adjustment bolts and plastic layers to quickly fix the outer wall of the steel pipe pile and simplify the fixing process.
It realizes rapid fixing and stable consignment of steel pipe piles, reduces operational complexity and time, and improves transportation efficiency.
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Figure CN222136973U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to a transportation device, in particular to a floating transportation device for offshore wind power steel pipe piles. Background Art
[0002] With the large-scale development of offshore wind power at home and abroad, technologies such as single piles and high pile caps have been widely used. The transportation of steel pipe piles from the sea port of the steel structure processing plant to the corresponding machine sites in the offshore wind farm and their lifting and erection are an important part of the foundation construction process such as single piles and high pile caps.
[0003] An existing method of transporting steel pipe piles is floating transportation, that is, after the steel pipe piles are fixed on a floating body, the floating body is transported by a tugboat. However, when the steel pipe piles are fixed after being hoisted on the floating body, they need to be positioned by installing tooling and then locked and fixed by bolts, which is a relatively cumbersome operation. Utility Model Content
[0004] The purpose of the utility model is to provide a floating transportation device for offshore wind power steel pipe piles to solve the above technical problems.
[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a floating transportation device for offshore wind power steel pipe piles, comprising a floating body connected to a tugboat through a connecting rope, the floating body being provided with a fixing assembly for fixing the outer wall of the steel pipe pile, the fixing assembly being provided in multiple groups for fixing multiple positions in the length direction of the steel pipe pile;
[0006] The fixing assembly includes an L-shaped plate and a support plate. The L-shaped plates are symmetrically arranged on both sides of the support plate and are both rotatably arranged on the floating body. The support plate slides up and down on the floating body and drives the L-shaped plate to rotate by pressing down one end of the L-shaped plate.
[0007] Preferably, the L-shaped plate includes a vertical plate and a horizontal plate, a hinge seat is provided on the floating body, the bottom end of the vertical plate is inserted into the hinge seat and is rotated on the hinge seat through a short axis, and the horizontal plate is located below the support plate.
[0008] Preferably, a pressure plate is provided on one side of the vertical plate for pressing the steel pipe pile, the pressure plate is slidably arranged on the vertical plate, an adjusting bolt is threadedly connected on the vertical plate, one end of the adjusting bolt is inserted into the pressure plate and forms a rotational connection with the pressure plate.
[0009] Preferably, slide bars are provided on the upper and lower sides of the pressure plate, and slide holes for the slide bars to slide are provided on the vertical plate.
[0010] Preferably, a plastic layer is provided on one side of the pressing plate for fixing the steel pipe pile, and a curved surface is provided on the plastic layer.
[0011] Preferably, a roller is rotatably provided at one end of the horizontal plate away from the vertical plate.
[0012] Preferably, a socket is provided on the top of the floating body, a limit groove is provided at the bottom of the socket, a spring is provided at the bottom of the limit groove, a rod is provided at the bottom of the support plate to be inserted into the socket, a limit plate is provided at the bottom of the rod to form a sliding connection with the limit groove, and the bottom end of the limit plate is against the spring.
[0013] Preferably, a support seat is provided on the top of the floating body below each group of support plates.
[0014] Compared with the prior art, the beneficial effects of the utility model are:
[0015] By sliding a support plate for placing steel pipe piles up and down on the floating body, an L-shaped plate is rotatably arranged on both sides of the floating body on which the support plate is located, and the steel pipe pile presses down the support plate and drives the L-shaped plate to rotate through the downwardly moved support plate, so that the outer wall of the steel pipe pile can be quickly pressed and fixed;
[0016] The L-shaped plate includes a horizontal plate and a vertical plate. A pressure plate is slidably provided on the vertical plate. An adjusting bolt for driving the pressure plate to move is also provided on the vertical plate. The position of the pressure plate can be fine-tuned according to the pressing effect of the pressure plate on the steel pipe pile. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for describing the embodiments are briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.
[0018] Figure 1 is a schematic structural diagram of the embodiment highlighting the tugboat towing the floating body;
[0019] Figure 2 is an exploded schematic diagram highlighting the fixing assembly of this embodiment;
[0020] Figure 3 yes Figure 2 Enlarged schematic diagram of part A.
[0021] In the accompanying drawings, the components represented by the reference numerals are listed as follows:
[0022] 1. Floating body; 2. L-shaped plate; 21. Horizontal plate; 22. Vertical plate; 3. Support plate; 4. Articulated seat; 5. Counterweight; 6. Pressure plate; 7. Adjusting bolt; 8. Sliding rod; 9. Sliding hole; 10. Roller; 11. Insert rod; 12. Insert hole; 13. Limiting plate; 14. Spring; 15. Support seat; 16. Tugboat. DETAILED DESCRIPTION
[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0024] See also Figure 1-3 The utility model provides a technical solution: a floating transportation device for offshore wind power steel pipe piles, comprising a floating body 1 connected to a tugboat through a connecting rope, a fixing assembly for fixing the outer wall of the steel pipe pile is provided on the floating body 1, and a plurality of fixing assemblies are provided to fix the multi-point positions in the length direction of the steel pipe pile. The floating body 1 in this solution can be used to place a plurality of steel pipe piles, and a plurality of rows of fixing assemblies are provided correspondingly according to the number of steel pipe piles, and each row of fixing assemblies is respectively used to fix the multi-point positions of the steel pipe piles, and the number of steel pipe piles in each row is set according to the fixing effect, and three groups are used for each row in this solution;
[0025] The fixing assembly includes an L-shaped plate 2 and a support plate 3. The L-shaped plates 2 are symmetrically arranged on both sides of the support plate 3 and are both rotatably arranged on the floating body 1. The support plate 3 is slidably arranged on the floating body 1 up and down and drives the L-shaped plate 2 to rotate by pressing down one end of the L-shaped plate 2.
[0026] Specifically, the L-shaped plate 2 includes a vertical plate 22 and a horizontal plate 21. A hinge seat 4 is provided on the floating body 1. The bottom end of the vertical plate 22 is inserted into the hinge seat 4 and is rotated on the hinge seat 4 through a short axis. The horizontal plate 21 is located below the support plate 3. In the initial state, the support plate 3 is at the highest point. The gravity on one side of the vertical plate 22 is greater than that on the other side of the horizontal plate 21. Under the limiting action of the support plate 3, the L-shaped plate 2 tilts outward, which is convenient for the placement of the steel pipe piles, and will not cause the horizontal plate 21 to separate from the support plate 3. It should be noted that in order to make the L-shaped plate 2 better maintain the state of tilting outward when the steel pipe piles are not placed on the support plate 3, a counterweight block 5 can be set on the outside of the L-shaped plate 2.
[0027] Specifically, a pressing plate 6 is provided on one side of the vertical plate 22 for pressing the steel pipe pile. The pressing plate 6 is slidably set on the vertical plate 22. An adjusting bolt 7 is threadedly connected to the vertical plate 22. One end of the adjusting bolt 7 is inserted into the pressing plate 6 and forms a rotational connection with the pressing plate 6. After the steel pipe pile is placed on the supporting plate 3, the pressing effect of the pressing plate 6 on the steel pipe pile can be adjusted by rotating the adjusting bolt 7.
[0028] Specifically, sliding rods 8 are provided on the upper and lower sides of the pressure plate 6, and sliding holes 9 for the sliding rods 8 to slide are provided on the vertical plate 22. A plastic layer is provided on one side of the pressure plate 6 for fixing the steel pipe piles, and an arc surface is provided on the plastic layer. When the pressure plate 6 is moved, the pressure plate 6 will not rotate through the cooperation of the sliding rods 8 and the sliding holes 9, so that the pressure plate 6 with the arc surface is better located in the clamping position. Among them, the plastic layer can be made of rubber material, which has plastic deformation ability and can also produce a greater friction fixing effect on the steel pipe piles.
[0029] Specifically, a roller 10 is rotatably provided at one end of the horizontal plate 21 away from the vertical plate 22 , and when the support plate 3 moves up and down and abuts against the horizontal bar, the friction force with the horizontal plate 21 can be greatly reduced, so that the horizontal plate 21 can move smoothly.
[0030] Specifically, a socket 12 is provided on the top of the floating body 1, a limiting groove is provided at the bottom of the socket 12, a spring 14 is provided at the bottom of the limiting groove, a rod 11 is provided at the bottom of the support plate 3 for inserting into the socket 12, a limiting plate 13 is provided at the bottom of the rod 11 for forming a sliding connection with the limiting groove, and the bottom end of the limiting plate 13 is against the spring 14. The spring 14 can make the support plate 3 be located at the highest point when it is not subjected to the pressure of the steel pipe pile. At this time, the L-shaped plate 2 can also be in a state of tilting outward, which is convenient for the placement of the steel pipe pile.
[0031] Specifically, a support seat 15 is provided at the top of the floating body 1 below each group of support plates 3. After the steel pipe piles are placed on the support plates 3 and the support plates 3 are attached to the support seats 15, the pressure plates 6 are in a state of pressing the outer walls of the steel pipe piles, and the support seats 15 can support the support plates 3. It should be supplemented that an arc-shaped groove can be provided on the top of the support plate 3, and the arc-shaped groove is provided in the middle of the support plate 3, so that the steel pipe piles can be fixed more stably after being placed therein.
[0032] A specific application example of this embodiment is:
[0033] When the device is in use, the steel pipe pile is hoisted on the floating body 1 by the hoisting device, and the steel pipe pile is slowly dropped and placed between the L-shaped plates 2 on both sides of the multiple sets of fixing components; the descent of the steel pipe pile will drive the support plate 3 to move downward, and the support plate 3 will contact the roller 10 and press the cross plate 21 downward, thereby driving the L-shaped plates 2 on both sides of the steel pipe pile to rotate toward the side close to each other, driving the pressing plate 6 to press the upper part of the steel pipe pile until the support plate 3 moves down to abut against the support seat 15. This method can compress and fix the steel pipe pile itself by the gravity, has a good fixing effect, and is convenient to fix. After fixing, the floating body 1 can be transported to the offshore wind power installation location by a tugboat; after the steel pipe pile is lifted by the hoisting device, the support plate 3 will automatically rise under the action of the spring 14, and the L-shaped plate 2 will be in an outwardly inclined state again under the action of the counterweight block 5, which is convenient for the next placement of the steel pipe pile.
[0034] In the description of the present invention, it should be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "the other end", "upper", "one side", "top", "inside", "front", "center", "both ends" and the like indicate orientations or positional relationships based on the drawings, which are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.
[0035] In the present utility model, unless otherwise clearly stipulated and limited, the terms such as "installation", "setting", "connection", "fixation" and "screw-on" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integrated connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, ordinary technicians in this field can understand the specific meanings of the above terms in the utility model according to the specific circumstances.
[0036] Although the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that modifications may be made to the embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A floating transportation device for offshore wind power steel pipe piles, comprising a floating body (1) connected to a tugboat via a connecting rope, characterized in that: The floating body (1) is provided with a fixing assembly for fixing the outer wall of the steel pipe pile, and the fixing assembly is arranged in multiple groups and is used to fix multiple points in the length direction of the steel pipe pile; The fixing assembly comprises an L-shaped plate (2) and a support plate (3); the L-shaped plates (2) are symmetrically arranged on both sides of the support plate (3) and are both rotatably arranged on the floating body (1); the support plate (3) is slidably arranged on the floating body (1) up and down, and drives the L-shaped plate (2) to rotate by pressing down one end of the L-shaped plate (2).
2. The floating transportation device for offshore wind power steel pipe piles according to claim 1 is characterized in that: The L-shaped plate (2) comprises a vertical plate (22) and a horizontal plate (21); a hinge seat (4) is provided on the floating body (1); the bottom end of the vertical plate (22) is inserted into the hinge seat (4) and is rotated on the hinge seat (4) via a short axis; and the horizontal plate (21) is located below the support plate (3).
3. The floating transportation device for offshore wind power steel pipe piles according to claim 2 is characterized in that: A pressing plate (6) is provided on one side of the vertical plate (22) for pressing the steel pipe pile. The pressing plate (6) is slidably arranged on the vertical plate (22). An adjusting bolt (7) is threadedly connected to the vertical plate (22). One end of the adjusting bolt (7) is inserted into the pressing plate (6) and is rotatably connected to the pressing plate (6).
4. The floating transportation device for offshore wind power steel pipe piles according to claim 3 is characterized by: Sliding rods (8) are provided on the upper and lower sides of the pressing plate (6), and sliding holes (9) for the sliding rods (8) to slide are provided on the vertical plate (22).
5. The floating transportation device for offshore wind power steel pipe piles according to claim 3 is characterized by: A plastic layer is provided on one side of the pressing plate (6) for fixing the steel pipe pile, and a curved surface is provided on the plastic layer.
6. The floating transportation device for offshore wind power steel pipe piles according to claim 2, characterized in that: A roller (10) is rotatably provided at one end of the transverse plate (21) away from the vertical plate (22).
7. The floating transportation device for offshore wind power steel pipe piles according to claim 1, characterized in that: The top of the floating body (1) is provided with a plug hole (12), the bottom of the plug hole (12) is provided with a limit groove, the bottom of the limit groove is provided with a spring (14), the bottom of the support plate (3) is provided with an insertion rod (11) inserted into the plug hole (12), the bottom of the insertion rod (11) is provided with a limit plate (13) which is slidably connected to the limit groove, and the bottom of the limit plate (13) is against the spring (14).
8. The floating transportation device for offshore wind power steel pipe piles according to claim 1, characterized in that: A support seat (15) is provided on the top of the floating body (1) below each group of support plates (3).
