Anchored mooring structures and floating power plants
By designing an anchor mooring structure including a floating square array, a first anchor and a floating component, the problem of increased space and cost when the water depth increases in traditional anchoring forms, and the problem of uneven stress on the mooring connecting ropes is achieved, uniform stress and structural safety between the floating square array and the first anchor is achieved.
Patent Information
- Application Number
- CN202420244932.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-01-31
- Publication Date
- 2025-04-11
- Estimated Expiration
- 2034-01-31
AI Technical Summary
When the water depth increases, the traditional anchoring form leads to an increase in the underwater anchoring space and installation costs, and the mooring connecting ropes are unevenly subjected to a force, affecting system safety.
An anchor mooring structure is designed, including a floating square array, a first anchor member and a floating assembly. The first anchor member is arranged around the edge of the floating square array and anchored on the ground. The floating assembly is movably arranged on the first anchor member and moves to the floating surface under the action of water buoyancy. The connecting rope is connected between the floating assembly and the floating square array.
The connection between the floating square array and the first anchor is achieved uniformly, reducing the drift space and cost, and ensuring the structural security of the floating square array.
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Figure CN222742870U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of floating power stations, and in particular to an anchoring mooring structure and a floating power station. Background Art
[0002] With the continuous development and construction of floating power stations on the water surface, the importance of underwater mooring foundations has become increasingly prominent. In traditional anchoring forms, the anchor points are all located on the mud surface of the bottom of the water, which is greatly affected by the water depth. The increase in water depth will lead to an increase in underwater anchoring space and installation costs, and will also increase the drift space of the array, resulting in a waste of space and cost; in addition, due to the uncontrollable difference in underwater terrain elevation, the mooring connection rope may be unevenly stressed, affecting the safety of the system. Utility Model Content
[0003] Based on this, it is necessary to provide an anchoring mooring structure and a floating power station to solve the problem of uneven force on the connecting ropes in the anchoring mooring structure of the floating array.
[0004] An anchoring mooring structure, comprising:
[0005] Floating square, used to float on the water;
[0006] A plurality of first anchors, all of which are arranged around the edge of the floating array and anchored on the ground, and a portion of all of which are located below the water surface and another portion of which are located above the water surface;
[0007] A plurality of floating components, each of which corresponds to the first anchor one by one, and all of the floating components are movably mounted on the corresponding first anchor, and can move relative to the first anchor to float on the water surface under the buoyancy of water;
[0008] A connecting rope is connected between the floating assembly and the floating array.
[0009] In one embodiment, all of the floating components include a connecting member and a floating member connected to the connecting member, the connecting member is movably connected to the corresponding first anchor member, and the floating member is used to drive the connecting member to move relative to the first anchor member until it floats on the water surface under the buoyancy of water.
[0010] In one embodiment, the connecting member is a sleeve-type structure.
[0011] In one embodiment, the connecting member is made of elastic material.
[0012] In one embodiment, the first anchor is a columnar anchor pile.
[0013] In one embodiment, the first anchoring member includes a first anchoring segment, a second anchoring segment and a third anchoring segment, and the opposite ends of the third anchoring segment are bent in the same direction to form the first anchoring segment and the second anchoring segment respectively, and either the first anchoring segment or the second anchoring segment is fixed on the ground, and a part of the other is located below the water surface, and the other part is located above the water surface.
[0014] In one of the embodiments, a reinforcement component is further included, wherein the reinforcement component is connected between the first anchor and the ground.
[0015] In one embodiment, the reinforcement assembly includes a reinforcement rope and a second anchor, the second anchor is fixed to the ground, and the reinforcement rope is connected between the first anchor and the second anchor.
[0016] In one embodiment, the first anchor and the second anchor are fixed on the ground at a distance from each other.
[0017] A floating power station comprises the anchoring and mooring structure in the above-mentioned embodiment.
[0018] The above-mentioned anchoring and mooring structure and floating power station, the anchoring and mooring structure includes: a floating array, a connecting rope, a plurality of first anchors and a plurality of floating components. The floating array is used to float on the water surface; all the first anchors are arranged around the edge of the floating array and anchored on the ground, a part of all the first anchors are located below the water surface, and the other part is located above the water surface; the floating components correspond to the first anchors one by one, and all the floating components are movably mounted on the corresponding first anchors, and can move relative to the first anchors to float on the water surface under the buoyancy of the water; the connecting rope is connected between the floating components and the floating array. The floating assembly and the floating array can always float on the water surface and change synchronously with the rise and fall of the water surface, so that the connection between the floating array and the first anchor is evenly stressed, and it can be ensured that the floating array does not undergo large displacement translation and rotation, so as to reduce the drift space that needs to be reserved between the first anchor and the floating array, and at the same time ensure the structural safety of the floating array. The anchoring and mooring structure provided by the present application has a small overall engineering volume and a low construction cost, thereby saving costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] Figure 1 This is a schematic structural diagram of the anchoring mooring structure in this application from a first viewing angle.
[0020] Figure 2 This is a schematic structural diagram of the anchoring mooring structure in this application from a second viewing angle.
[0021] Figure 3 for Figure 2Schematic diagram of the local enlarged structure of area A in the middle.
[0022] Figure 4 This is a schematic structural diagram of the anchoring mooring structure in this application from a third viewing angle.
[0023] Figure 5 This is a schematic structural diagram of the anchoring and mooring structure in this application at a fourth viewing angle.
[0024] Reference numerals
[0025] Anchoring and mooring structure 100;
[0026] A first anchoring member 10; a first anchoring section 101; a second anchoring section 102; a third anchoring section 103;
[0027] Floating component 11; connecting member 111; floating member 112;
[0028] Floating array 12; connecting rope 13; reinforcement assembly 14; reinforcement rope 141; second anchor 142. DETAILED DESCRIPTION
[0029] In order to make the above-mentioned purposes, features and advantages of the present application more obvious and easy to understand, the specific implementation methods of the present application are described in detail below in conjunction with the accompanying drawings. In the following description, many specific details are set forth to facilitate a full understanding of the present application. However, the present application can be implemented in many other ways different from those described herein, and those skilled in the art can make similar improvements without violating the connotation of the present application, so the present application is not limited by the specific embodiments disclosed below.
[0030] In the description of the present application, it should be understood that if the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc. appear, the orientation or position relationship indicated by these terms is based on the orientation or position relationship shown in the accompanying drawings, which is only for the convenience of describing the present application and simplifying the description, and does 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 cannot be understood as a limitation on the present application.
[0031] In addition, if the terms "first" or "second" appear, these terms are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Therefore, a feature defined as "first" or "second" may explicitly or implicitly include at least one of the features. In the description of this application, if the term "plurality" appears, the meaning of "plurality" is at least two, such as two, three, etc., unless otherwise clearly and specifically defined.
[0032] In this application, unless otherwise clearly specified and limited, if the terms "installed", "connected", "connected", "fixed" and the like appear, these terms 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. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to the specific circumstances.
[0033] In the present application, unless otherwise clearly specified and limited, if there is a description that a first feature is "above" or "below" a second feature, etc., or similar descriptions appear, it may mean that the first and second features are in direct contact, or that the first and second features are in indirect contact through an intermediate medium. Moreover, the first feature being "above", "above" and "above" the second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. The first feature being "below", "below" and "below" the second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.
[0034] It should be noted that if an element is referred to as being "fixed to" or "disposed on" another element, it may be directly on the other element or there may be a central element. If an element is considered to be "connected to" another element, it may be directly connected to the other element or there may be a central element at the same time. If present, the terms "vertical", "horizontal", "upper", "lower", "left", "right" and similar expressions used in this application are for illustrative purposes only and do not represent the only implementation method.
[0035] See also Figure 1 and Figure 2 An anchoring and mooring structure 100 includes: a floating array 12, a connecting rope 13, a plurality of first anchors 10 and a plurality of floating components 11.
[0036] The floating array 12 is used to float on the water surface; all the first anchors 10 are arranged around the edge of the floating array 12 and anchored on the ground, and part of all the first anchors 10 are located below the water surface, and the other parts are located above the water surface; the floating components 11 correspond to the first anchors 10 one by one, and all the floating components 11 are movably mounted on the corresponding first anchors 10, and can move relative to the first anchors 10 to float on the water surface under the buoyancy of water; the connecting rope 13 is connected between the floating components 11 and the floating array 12.
[0037] In the present application, the anchored mooring structure 100 is anchored on the ground by a first anchor 10 to form a fixed anchor point, and then the connecting rope 13 is connected to the first anchor 10 through the floating component 11, and then the connecting rope 13 is connected to the floating array 12, thereby realizing the connection between the floating array 12 and the first anchor 10.
[0038] It can be understood that the floating array 12 floats on the water surface, and the floating component 11 can move relative to the first anchor 10 to float on the water surface under the buoyancy of the water. Therefore, the height difference between the floating component 11 and the floating array 12 in the direction of gravity is small, and the two are even relatively flush in the horizontal direction. The connecting rope 13 can be connected between the first anchor 10 and the floating array 12 in the horizontal direction, or close to the horizontal direction.
[0039] In addition, the floating assembly 11 and the floating array 12 can always float on the water surface and change synchronously with the rise and fall of the water surface. The present application sets a part of the first anchor 10 below the water surface and the other part above the water surface to ensure that the floating assembly 11 has enough moving space to move synchronously with the rise and fall of the water surface, so that the connecting rope 13 can always be connected between the first anchor 10 and the floating array 12 in the horizontal direction or close to the horizontal direction. In this way, the connection between the floating array 12 and the first anchor 10 is evenly stressed to effectively reduce the risk of breaking the connecting rope 13, and can ensure that the floating array 12 does not have large displacement translation and rotation, so as to reduce the drift space that needs to be reserved between the first anchor 10 and the floating array 12, and at the same time can also ensure the safety of the anchoring and mooring structure 100, and the anchoring and mooring structure 100 provided by the present application has a small overall engineering volume and a low engineering construction cost, which saves costs.
[0040] It should be noted that, in the present application, the horizontal direction is perpendicular to the gravity direction.
[0041] The specific number of the first anchors 10 and the floating components 11 is not limited. It is understandable that the first anchors 10 need to be arranged at intervals around the edges of the floating array 12. Therefore, the specific number of the first anchors 10 needs to be determined based on multiple factors such as the perimeter of the floating array 12 and the interval distance between two adjacent first anchors 10. The specific number of the floating components 11 is equal to the specific number of the first anchors 10.
[0042] It should be noted that the specific number of the first anchor 10 and the floating component 11 is obtained through experimental testing, and the parameters, steps, etc. related to the experimental testing of the specific number of the first anchor 10 and the floating component 11 are conventional techniques of those skilled in the art and will not be elaborated here.
[0043] The specific style of the floating component 11 is not limited. In some embodiments, see Figure 2 and Figure 3 All floating components 11 include a connecting member 111 and a floating member 112 connected to the connecting member 111. The connecting member 111 is movably connected to the corresponding first anchor 10. The floating member 112 is used to drive the connecting member 111 to move relative to the first anchor 10 and float on the water surface under the buoyancy of water.
[0044] It can be understood that the anchoring mooring structure 100 is fixed on the ground by anchoring the first anchor 10, and then the connecting rope 13 is connected to the first anchor 10 through the connecting member 111, and then the connecting rope 13 is connected to the floating array 12, so as to realize the connection between the floating array 12 and the first anchor 10. Among them, the floating member 112 is matched with the connecting member 111, and can drive the connecting member 111 to move relative to the first anchor 10 to float on the water surface under the buoyancy of the water, so that the connecting rope 13 can be connected between the first anchor 10 and the floating array 12 in a horizontal direction or close to a horizontal direction. In this way, the connection between the floating array 12 and the first anchor 10 can be uniformly stressed, and it can be ensured that the floating array 12 does not undergo large displacement translation and rotation, so as to reduce the drift space that needs to be reserved between the first anchor 10 and the floating array 12.
[0045] The specific style of the connecting member 111 and the specific matching form of the connecting member 111 and the first anchor member 10 are not limited.
[0046] For some examples, see Figure 2 and Figure 3, the connecting member 111 is a sleeve-type structure. It is understandable that in the present application, the connecting member 111 is sleeved on the first anchor 10. In this way, the floating array 12 is subjected to horizontal force under the action of waves on the water surface to drift, and the connecting member 111 surrounds the first anchor 10 to better conduct the horizontal force on the floating array 12, thereby achieving a stable connection between the floating array 12 and the first anchor 10.
[0047] The specific material of the connecting member 111 is not limited. In some embodiments, the connecting member 111 is made of an elastic material.
[0048] It is understandable that the elastic material can make the connector 111 have better deformation ability and toughness. In this way, the connector 111 can better transmit the horizontal force exerted on the floating array 12 and is not easily damaged or failed, thereby ensuring the safety of the anchoring and mooring structure 100 and improving the service life of the product.
[0049] The specific style of the first anchor 10 is not limited. In some embodiments, see Figure 4 and Figure 5 The first anchor 10 is a columnar anchor pile.
[0050] It is understandable that when the first anchor 10 is a columnar anchor pile, one end of the first anchor 10 is fixed on the ground under the water surface to form a fixed anchor point, and the other end extends out of the water surface. In this way, when the floating component 11 and the floating array 12 change synchronously with the rise and fall of the water surface, the first anchor 10 can ensure that the floating component 11 has enough moving space to move synchronously with the rise and fall of the water surface, so that the connecting rope 13 can always be connected between the first anchor 10 and the floating array 12 in a horizontal direction or close to a horizontal direction. In this way, the connection between the floating array 12 and the first anchor 10 is evenly stressed, and it can be ensured that the floating array 12 does not undergo large displacement translation and rotation, so as to reduce the drift space that needs to be reserved between the first anchor 10 and the floating array 12.
[0051] For other embodiments, see Figure 2 The first anchor 10 includes a first anchoring segment 101, a second anchoring segment 102 and a third anchoring segment 103. The third anchoring segment 103 is bent at two opposite ends in the same direction to form the first anchoring segment 101 and the second anchoring segment 102 respectively. Either the first anchoring segment 101 or the second anchoring segment 102 is fixed on the ground, and a part of the other is located below the water surface, and the other part is located above the water surface.
[0052] It can be understood that, when the bottom surface under the water surface cannot meet the requirements for anchoring the first anchor 10, the first anchor 10 can be anchored on the ground near the shore to form a fixed anchor point.
[0053] Specifically, the present application forms a fixed anchor point by fixing the first anchoring segment 101 on the ground at the shore, and the third anchoring segment 103 faces the side of the shore with the water surface, so as to extend the second anchoring segment 102 to the water surface through the third anchoring segment 103, and then make a part of the second anchoring segment 102 located below the water surface and the other part located above the water surface, and finally connect the connecting rope 13 to the second anchoring segment 102 through the floating component 11, and then connect the connecting rope 13 to the floating array 12, so as to realize the connection between the floating array 12 and the first anchor 10.
[0054] In the anchoring and mooring structure 100 provided in the embodiment of the present application, different styles of the first anchor 10 can realize anchoring in different terrains, and the use is flexible and convenient.
[0055] For some examples, see Figure 2 , Figure 4 and Figure 5 The anchored mooring structure 100 further includes a reinforcement assembly 14, which is connected between the first anchor 10 and the ground.
[0056] It is understandable that the reinforcement assembly 14 can form a fixed anchor point with the ground and be connected between the first anchor 10 and the ground, thereby increasing the stability of the first anchor 10 to ensure the safety of the anchored mooring structure 100.
[0057] The specific style of the reinforcement component 14 is not limited. In some embodiments, see Figure 2 , Figure 4 and Figure 5 The reinforcement assembly 14 includes a reinforcement rope 141 and a second anchor 142 . The second anchor 142 is fixed on the ground. The reinforcement rope 141 is connected between the first anchor 10 and the second anchor 142 .
[0058] It can be understood that the second anchor 142 is fixed on the ground to form a fixed anchor point, and the reinforcement rope 141 is connected between the first anchor 10 and the second anchor 142, thereby increasing the stability of the first anchor 10 to ensure the safety of the anchored mooring structure 100.
[0059] The specific style of the second anchor 142 is not limited. In some embodiments, see Figure 2 , Figure 4 and Figure 5 , the second anchor 142 is a ground anchor.
[0060] For some examples, see Figure 2 , Figure 4 and Figure 5 The first anchor 10 and the second anchor 142 are fixed on the ground at intervals.
[0061] It can be understood that the specific layout position between the first anchor 10 and the second anchor 142 requires that the second anchor 142 can support and stabilize the first anchor 10 after being connected to the first anchor 10 through the reinforcement rope 141, and the specific layout position between the first anchor 10 and the second anchor 142 needs to avoid mutual interference between the two and between the connecting rope 13 and the reinforcement rope 141.
[0062] A floating power station includes the anchoring and mooring structure 100 in the above embodiment.
[0063] The technical features of the above-described embodiments may be arbitrarily combined. To make the description concise, not all possible combinations of the technical features in the above-described embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.
[0064] The above-described embodiments only express several implementation methods of the present application, and the descriptions thereof are relatively specific and detailed, but they cannot be construed as limiting the scope of the patent application. It should be pointed out that, for a person of ordinary skill in the art, several variations and improvements can be made without departing from the concept of the present application, and these all belong to the protection scope of the present application. Therefore, the protection scope of the patent application shall be subject to the attached claims.
Claims
1. An anchoring mooring structure, characterized in that: include: Floating square, used to float on the water; A plurality of first anchors, all of which are arranged around the edge of the floating array and anchored on the ground, and a portion of all of which are located below the water surface and another portion of which are located above the water surface; A plurality of floating components, each of which corresponds to the first anchor one by one, and all of the floating components are movably mounted on the corresponding first anchor, and can move relative to the first anchor to float on the water surface under the buoyancy of water; A connecting rope is connected between the floating assembly and the floating array.
2. The anchoring and mooring structure according to claim 1, characterized in that: All of the floating components include a connecting member and a floating member connected to the connecting member, the connecting member is movably connected to the corresponding first anchor member, and the floating member is used to drive the connecting member to move relative to the first anchor member until it floats on the water surface under the buoyancy of water.
3. The anchoring and mooring structure according to claim 2, characterized in that: The connecting piece is a sleeve ring structure.
4. The anchoring and mooring structure according to claim 3, characterized in that: The connecting piece is made of elastic material.
5. The anchoring and mooring structure according to claim 1, characterized in that: The first anchoring member is a columnar anchor pile.
6. The anchoring and mooring structure according to claim 1, characterized in that: The first anchoring member includes a first anchoring segment, a second anchoring segment and a third anchoring segment. The opposite ends of the third anchoring segment are bent in the same direction to form the first anchoring segment and the second anchoring segment respectively. Either the first anchoring segment or the second anchoring segment is fixed on the ground, and a part of the other is located below the water surface, and the other part is located above the water surface.
7. The anchoring and mooring structure according to any one of claims 1 to 6, characterized in that: Also included is a reinforcement assembly connected between the first anchor and the ground.
8. The anchoring and mooring structure according to claim 7, characterized in that: The reinforcement assembly includes a reinforcement rope and a second anchor, the second anchor is fixed on the ground, and the reinforcement rope is connected between the first anchor and the second anchor.
9. The anchoring and mooring structure according to claim 8, characterized in that: The first anchor and the second anchor are fixed on the ground at an interval.
10. A floating power station, characterized in that: Comprising an anchoring and mooring structure as claimed in any one of claims 1 to 9.