Wharf running water construction arrangement structure based on pile foundation fixed type offshore photovoltaic

Abstract

The utility model provides a wharf running water construction arrangement structure based on pile foundation fixed type offshore photovoltaic, and relates to the technical field of wharfs. The structure comprises a plurality of construction areas, the construction areas are sequentially arranged in the first direction, every two adjacent construction areas are connected, one side of each construction area is close to the sea, the first direction is the extension direction of a coastline, and the construction areas have different offshore photovoltaic construction procedures; the multiple material storage areas are arranged on the sides, away from the coastline, of the construction areas, the arrangement direction of the multiple material storage areas is the same as the arrangement direction of the multiple construction areas, and the material storage areas and the construction areas are correspondingly arranged; the material storage areas and the corresponding construction areas are distributed at intervals through first channels, and the material storage areas are used for storing all offshore photovoltaic components. The structure can improve the adaptability with the offshore photovoltaic, thereby improving the installation efficiency of the offshore photovoltaic and the construction safety of the offshore photovoltaic.

Description

TECHNICAL FIELD

[0001] The present disclosure relates to the technical field of wharf, in particular, to a wharf flow construction arrangement structure based on pile foundation fixed offshore photovoltaic. BACKGROUND

[0002] Due to the limited land resources, the development and utilization of offshore resources become the focus, especially the clean resources such as wind and solar energy on the sea, which have good development prospects. However, due to the complex and harsh environment of the sea, the system structure of the resource development project arranged on the sea has high requirements, so as to meet the requirements of the offshore environment.

[0003] Offshore photovoltaic is a device that converts solar energy into electric energy. Due to the cleanliness and stability of solar energy, offshore photovoltaic has good application prospects on the sea. At present, there is less research on the structure of offshore photovoltaic, and the photovoltaic system on land cannot be applied to the offshore environment. Therefore, the installation structure and process of offshore photovoltaic are not the same as those of the photovoltaic system on land. Due to the high difficulty of offshore photovoltaic construction, it is difficult to directly install the photovoltaic system on the sea surface, and the construction efficiency is poor. Therefore, as one of the auxiliary installation means, the adaptability of the wharf to the construction requirements of offshore photovoltaic becomes one of the important factors to improve the installation efficiency and safety performance of the system.

[0004] It should be noted that the information disclosed in the above background section is only used to strengthen the understanding of the background of the present disclosure, and therefore can include information that does not constitute prior art known to those of ordinary skill in the art. CONTENT OF THE INVENTION

[0005] Therefore, a wharf flow construction arrangement structure based on pile foundation fixed offshore photovoltaic is provided, which can improve the adaptability to offshore photovoltaic, thereby improving the installation efficiency of offshore photovoltaic and the safety of offshore photovoltaic construction.

[0006] Other characteristics and advantages of the present disclosure will become apparent from the following detailed description, or will be learned by practice of the present disclosure.

[0007] According to one aspect of the present disclosure, a wharf flow construction arrangement structure based on pile foundation fixed offshore photovoltaic is provided, which comprises:

[0008] A plurality of construction zones, the plurality of construction zones are sequentially arranged along a first direction, two adjacent construction zones are connected, one side of each construction zone is adjacent to the sea, the first direction is the extension direction of the coastline, and each construction zone has different offshore photovoltaic construction procedures;

[0009] A plurality of material storage areas are arranged on the side of the construction area away from the coastline, and the arrangement direction of the material storage areas is the same as that of the construction areas. The material storage areas are arranged correspondingly to the construction areas, and the material storage areas and the corresponding construction areas are spaced apart by first channels. The material storage areas are used to store components of the offshore photovoltaic power station.

[0010] In an example embodiment of the present disclosure, each construction area includes at least one construction line, each construction line includes a plurality of sub-construction areas, each sub-construction area is sequentially arranged along a second direction, and two adjacent sub-construction areas are connected. Each sub-construction area is used to implement a different component processing procedure, and the component processing procedures in two adjacent sub-construction areas are related. The second direction is perpendicular or intersected with the first direction.

[0011] In an example embodiment of the present disclosure, the construction area includes a first construction area, and the material storage area includes a first material storage area. The first construction area is used to assemble the support structure, and the first material storage area is used to store components in the support structure.

[0012] In an example embodiment of the present disclosure, each first construction line includes at least a first sub-construction area and a second sub-construction area arranged along the second direction. The first sub-construction area is located between the first material storage area and the second sub-construction area, and the second sub-construction area is arranged on the side away from the first sub-construction area and facing the sea. The first sub-construction area is used for assembling the support structure, and the second sub-construction area is used for storing the assembled support structure.

[0013] In an example embodiment of the present disclosure, the first construction area further includes a plurality of second channels, and two adjacent first construction lines are spaced apart by the second channels.

[0014] In an example embodiment of the present disclosure, the first sub-construction area and the second sub-construction area have the same area.

[0015] In an example embodiment of the present disclosure, the support structure further includes a purlin structure and a cable laying structure. The purlin structure is used to support the photovoltaic panel, and the cable laying structure is used to support the cable connected to the photovoltaic panel.

[0016] The first construction line further includes a purlin structure mounting area, a corrosion prevention construction area, and a cable laying structure mounting area arranged along the second direction in sequence. The purlin structure mounting area, the corrosion prevention construction area, and the cable laying structure mounting area are located between the first sub-construction area and the second sub-construction area.

[0017] In an example embodiment of the present disclosure, the material storage area comprises a second material storage area for storing the pile foundation structure, and the second material storage area is adjacent to the sea.

[0018] In an example embodiment of the present disclosure, in the second direction, the length of the second material storage area is the same as the length of the first construction area.

[0019] In an example embodiment of the present disclosure, the construction area comprises a second construction area for assembling the pile foundation structure, the material storage area comprises a second material storage area for storing components of the pile foundation structure, the second construction area comprises a second construction line comprising a third sub-construction area and a fourth sub-construction area arranged in sequence in the second direction, the third sub-construction area is located between the second material storage area and the fourth sub-construction area, and the fourth sub-construction area is adjacent to the sea; the third sub-construction area is used for assembling the pile foundation structure, and the fourth sub-construction area is used for storing the assembled pile foundation structure.

[0020] In an example embodiment of the present disclosure, the second material storage area is not collinear with the first material storage area.

[0021] The terminal fixed offshore photovoltaic construction arrangement structure provided by the present disclosure can simultaneously and sequentially perform multiple construction processes by arranging multiple construction areas on the terminal, thereby improving the installation efficiency of offshore photovoltaic and the adaptability of the terminal area and offshore photovoltaic. In addition, the components of offshore photovoltaic can be pre-assembled on the terminal to avoid the adverse effects of offshore environmental factors on component assembly and improve the accuracy of system installation. Furthermore, the terminal is also arranged with multiple material storage areas, and the materials required by the system are stored in different material storage areas, which can timely provide materials for the construction area and further improve the installation efficiency of the system.

[0022] It should be understood that the foregoing general description and the following detailed description are only exemplary and explanatory, and cannot limit the present disclosure. BRIEF DESCRIPTION OF DRAWINGS

[0023] The accompanying drawings incorporated in and forming a part of the specification, illustrate embodiments consistent with the present disclosure and, together with the description, serve to explain the principles of the disclosure. It is expressly understood that the drawings are only exemplary of some embodiments of the present disclosure, and that one of ordinary skill in the art, without engaging in creative work, can obtain other drawings from these drawings.

[0024] Figure 1 FIG. 1 is a first structural schematic diagram of a wharf flow construction arrangement structure based on pile foundation fixed offshore photovoltaic in an exemplary embodiment of the present disclosure.

[0025] Figure 2 FIG. 2 is a second structural schematic diagram of a wharf flow construction arrangement structure based on pile foundation fixed offshore photovoltaic in an exemplary embodiment of the present disclosure.

[0026] Figure 3 FIG. 3 is a third structural schematic diagram of a wharf flow construction arrangement structure based on pile foundation fixed offshore photovoltaic in an exemplary embodiment of the present disclosure.

[0027] In the drawings, the following signs are explained as follows:

[0028] 10, construction area; 11, first construction area; 12, second construction area; 101, first sub-construction area; 102, second sub-construction area; 103, third sub-construction area; 104, fourth sub-construction area; 105, purline structure installation area; 106, anticorrosion construction area; 107, cable laying structure installation area; 21, first material storage area; 22, second material storage area; 31, first construction line; 32, second construction line; 41, first passage; 42, second passage; X, first direction; Y, second direction. DETAILED DESCRIPTION

[0029] Example implementations are now described with reference to the drawings; however, these implementations are merely examples of implementations and are not intended to limit example implementations in any way. In fact, example implementations are presented in this disclosure to enable a person of ordinary skill in the art to make or use example implementations. As should be understood by those skilled in the art, the various features illustrated in the figures can be combined in any number of ways to form a variety of different examples of the application. In addition, certain features can be interchanged among the various examples of the application. Thus, the scope of the application is not to be determined by the examples presented in this disclosure, but only by the claims that follow, and equivalents thereof. Like reference numerals can be used to denote like features throughout the figures.

[0030] Although relative terms such as "upper", "lower", etc. are used herein to describe one component's relationship to another component of a device, such terms are used herein for convenience only and are not intended to limit the scope of the disclosure to any one example. It is to be understood that if a device is turned over, so that the "upper" component is now a "lower" component, the device is turned over. When a structure is "on" another structure, it can mean that the structure is formed integrally with the other structure or that the structure is "directly" on the other structure or that the structure is "indirectly" on the other structure via another structure.

[0031] The terms "one", "a", "an", "said", and "the" are used to indicate the presence of one or more elements / supplements / etc.; the terms "include" and "have" are used to indicate an open-ended inclusion and refer to the presence of additional elements / supplements / etc. in addition to the listed elements / supplements / etc.; the terms "first", "second", and "third" are used only as markers and are not a limitation on the number of their objects.

[0032] In the related art, a wharf is a building specially for ships or ferries to stop at the seaside or riverside, allowing passengers to get on and off or cargo to be loaded and unloaded, which is a hub connecting the sea and the land. The reasonable layout of the wharf is directly related to the efficiency and safety of passengers getting on and off or cargo being unloaded.

[0033] Marine photovoltaics is a device set on the sea surface, which is provided with photovoltaic panels that can convert solar energy into electric energy, thus realizing the conversion and transmission of electric energy. Marine photovoltaics needs to be combined with various structures, in order to adapt to the marine environment, each structure needs to meet certain strength and installation requirements. By analogy with land photovoltaic projects, if each structure of the marine photovoltaic project is directly installed on the sea surface, not only the construction efficiency is low, but also the structural strength of the assembled system is poor, therefore, an auxiliary means is needed to assist the assembly of marine photovoltaics, therefore, the wharf, as a hub connecting the land and the sea, can be one of the means to assist the installation of marine photovoltaics, and the layout structure of the wharf becomes one of the important factors affecting the installation efficiency and construction safety performance of marine photovoltaics.

[0034] Based on this, the present embodiment provides a wharf layout structure based on marine photovoltaics, as shown in the figure, the wharf layout structure comprises: a plurality of construction areas 10 and a plurality of material storage areas. Figure 3

[0035] Among them, the plurality of construction areas 10 are sequentially arranged along the first direction X, the adjacent two construction areas 10 are connected, one side of each construction area 10 is adjacent to the sea, the first direction X is the extension direction of the coastline, and each construction area 10 has different construction procedures of marine photovoltaics; the material storage area is arranged on the side of the construction area 10 away from the coastline, the arrangement direction of the plurality of material storage areas is the same as that of the plurality of construction areas 10, the material storage area is arranged corresponding to the construction area 10, and the plurality of material storage areas are distributed between the corresponding construction areas 10 through the first channel 41, the material storage area is used for storing each component of marine photovoltaics.

[0036] ​The terminal arrangement structure provided by the embodiment of the present disclosure has the following advantages: first, a plurality of construction areas 10 are arranged on the terminal, each construction area 10 corresponds to a different construction procedure of the offshore photovoltaic, so that a plurality of construction procedures can be performed simultaneously and sequentially, the installation efficiency of the offshore photovoltaic is improved, and the adaptability of the terminal area and the offshore photovoltaic is improved; second, each component of the offshore photovoltaic is pre-assembled on the terminal, so that the adverse effects of the offshore environment on the assembly of the components can be avoided, and the accuracy of the system installation is improved; third, the terminal is also arranged with a plurality of material storage areas, the materials required by the system are stored in different material storage areas, the material supply for the construction area 10 can be provided in time, and the installation efficiency of the system is further improved; fourth, the material storage areas and the corresponding construction areas 10 are spaced apart through the first channel 41, so that the transportation of the materials between the material storage areas and the construction areas 10 is facilitated, the operation of various transportation equipment is facilitated, and the construction efficiency of the offshore photovoltaic is improved.

[0037] The embodiments of the present disclosure will be described below with reference to the accompanying drawings. Figure 1 to the accompanying drawings. Figure 3 The various parts of the terminal arrangement structure provided by the embodiment of the present disclosure will be described in detail.

[0038] In the embodiment provided by the present disclosure, the offshore photovoltaic includes a pile foundation structure, a support structure, and a photovoltaic panel, and the photovoltaic panel is arranged on the support structure.

[0039] The pile foundation structure can refer to a pipe pile. By inserting one end of the pile foundation structure into the seabed and extending the other end above the sea level, the support structure can be provided with a supporting force and a stable fixing position. The offshore photovoltaic provided by the present disclosure can be a pile foundation fixed structure.

[0040] The support structure can refer to a net rack. Since the photovoltaic panel is a flat or flat-like structure, the arrangement of the photovoltaic panel usually needs to consider the angle and position of the sun. In order to improve the working efficiency of the photovoltaic panel, the photovoltaic panel is usually installed in a laying manner. Therefore, the photovoltaic panel needs a structure that can provide a large laying area to provide a laying position and a supporting effect. The net rack, as a structure that can provide a large laying area, is suitable for the laying of the photovoltaic panel. The net rack can be composed of a plurality of steel pipes, and the area and specific structure of the net rack can be selected according to the actual needs of the photovoltaic panel laying.

[0041] The offshore photovoltaic also includes cables, inverters, box transformers, and other components. The cables need to be laid on the support structure to connect the photovoltaic panel and other components, and the cables are used for transmitting electric energy. The inverter can be fixed on the support structure through an inverter support, and the inverter can convert the direct current generated by the photovoltaic panel into alternating current. The box transformer can convert the size of alternating current.

[0042] It should be noted that the offshore photovoltaic provided by the present disclosure also includes other structures or components listed, and other components not listed can also be assembled or pre-assembled on the wharf arrangement structure provided by the present disclosure, or directly arranged in the construction area 10 of the wharf, for assisting or constituting the offshore photovoltaic. The following embodiments of the present disclosure take the arrangement of the pile foundation structure and the support structure in the wharf arrangement structure as an example for description, and the wharf arrangement structure can be deformed or adaptively adjusted according to the following embodiments to be applicable to other components in the offshore photovoltaic.

[0043] In the embodiments provided by the present disclosure, as shown in Figure 3 The structure includes a plurality of construction areas 10, the plurality of construction areas 10 are sequentially arranged along a first direction X, two adjacent construction areas 10 are connected, one side of each construction area 10 is adjacent to the sea, the first direction X is the extension direction of the coastline, and each construction area 10 has different construction procedures of the offshore photovoltaic.

[0044] The construction procedures of the offshore photovoltaic can include the construction procedures of the support structure, the construction procedures of the pile foundation structure, etc. The construction procedures of different components in the offshore photovoltaic are different, the construction procedures of each component are arranged in one construction area 10, and only the construction of one component is performed in each construction area 10, so that the construction confusion caused by cross construction can be avoided, and the construction sequence and construction quality of each component are ensured.

[0045] The plurality of construction areas 10 are sequentially arranged along the first direction X, and two adjacent construction areas 10 are connected, so that the utilization rate of the wharf area can be improved, components having a connection relationship or a correlation relationship can be arranged in two adjacent construction areas 10 for construction, the subsequent installation of the offshore photovoltaic on the sea area can be facilitated, and the installation efficiency of the offshore photovoltaic is improved. The construction procedures in each construction area 10 can be performed at the same time, so as to improve the assembly efficiency of each component and shorten the preparation time of the connection between subsequent components.

[0046] One side of each construction area 10 is arranged adjacent to the sea and is used for storing or stacking each component that has been assembled, so that each assembled component can be transported on the sea directly through the transportation equipment, the transportation equipment can conveniently carry each component in sequence, and the installation time of the subsequent system is saved, and the installation efficiency of the system is improved.

[0047] In the embodiments provided in the present disclosure, the structure comprises a plurality of material storage areas, the material storage areas are arranged on the side of the construction area 10 away from the coastline, the arrangement direction of the plurality of material storage areas is the same as the arrangement direction of the plurality of construction areas 10, the material storage areas are arranged correspondingly to the construction areas 10, the material storage areas and the corresponding construction areas 10 are spaced apart by the first channels 41, the material storage areas are used for storing various components of the offshore photovoltaic power station, the arrangement of the material storage areas can provide a material basis for the construction of the construction area 10, and the materials in the material storage areas correspond to the construction process of the construction area 10, so that the cross-mixing of various construction materials can be avoided, and the construction efficiency is reduced. In addition, the material storage areas and the construction areas 10 are spaced apart by the first channels 41, which can facilitate the transportation and transfer of materials by large-scale transportation, and improve the convenience of construction.

[0048] In some embodiments, as shown in Figures 1 to 3 Each construction area 10 comprises at least one construction line, each construction line comprises a plurality of sub-construction areas 10, each sub-construction area 10 is sequentially arranged along the second direction Y, and adjacent two sub-construction areas 10 are connected, each sub-construction area 10 is used for implementing different component processing procedures, and the component processing procedures in adjacent two sub-construction areas 10 are related, and the second direction Y is perpendicular to or intersects with the first direction X.

[0049] Among them, at least one construction line is included in each construction area 10. Taking the bracket structure as an example, one construction area 10 can include only one bracket structure assembly construction line, or can include a plurality of bracket structure assembly construction lines. Each construction line extends along the second direction Y, and the same construction lines are arranged in parallel along the second direction Y, so that one type of structure can be constructed in multiple construction lines at the same time, thereby improving the construction efficiency of the same type of structure.

[0050] A plurality of sub-construction areas 10 can be included in one construction line, and each construction area 10 is sequentially arranged along the second direction Y. The processing procedures of adjacent two sub-construction areas 10 are related. Taking the bracket structure as an example, one construction line can include at least a pre-assembly sub-construction area 10 and a storage and transportation sub-construction area 10. The pre-assembly sub-construction area 10 can be used for pre-assembly of the bracket structure, and the storage and transportation area can be used for storing and placing the assembled bracket structure.

[0051] In some specific embodiments, as shown in Figures 1 to 3 The construction area 10 comprises a first construction area 11 for assembling a bracket structure, and the material storage area comprises a first material storage area 21 for storing components in the bracket structure.

[0052] The first construction area 11 includes at least two first construction lines 31. Each first construction line 31 includes a first sub-construction area 101 and a second sub-construction area 102 arranged in sequence along the second direction Y. The first sub-construction area 101 is located between the first material storage area 21 and the second sub-construction area 102. The second sub-construction area 102 is located away from the first sub-construction area 101 and is arranged near the sea. The first sub-construction area 101 is used for assembling the support structure, and the second sub-construction area 102 is used for storing the assembled support structure.

[0053] During the assembly of the support structure, the components stored in the first material storage area 21 are transported to the first sub-construction area 101, and the components are assembled in the first sub-construction area 101. The components can be a rod structure and a ball node. Through the connection between the plurality of ball nodes and the plurality of rod structures, a support structure such as a space truss is formed. The assembled support structure is transported to the second sub-construction area 102. Since one side of the second sub-construction area 102 is near the sea, the support structure can be stored in the second sub-construction area 102 and then transported to the sea surface laying area for system installation.

[0054] The plurality of first construction lines 31 in the first construction area 11 can simultaneously perform the installation process of the support structure, and a plurality of support structures can be formed at one time, thereby improving the production efficiency of the support structure and the installation efficiency of the support structure on the sea surface. Of course, each first construction line 31 can also perform the construction process according to the requirements, and the construction process can not be synchronized with other construction lines.

[0055] Further, the support structure further includes a purlin structure and a cable laying structure. The purlin structure is used to support the photovoltaic panel, and the cable laying structure is used to support the cable connected to the photovoltaic panel. The first construction line 31 further includes a purlin structure installation area 105, a corrosion prevention construction area 106, and a cable laying structure installation area 107 arranged in sequence along the second direction Y. The purlin structure installation area 105, the corrosion prevention construction area 106, and the cable laying structure installation area 107 are located between the first sub-construction area 101 and the second sub-construction area 102. The purlin structure can include a purlin and a purlin bracket, and the cable laying structure can include a cable support. The specific structure of the purlin structure and the cable laying structure can be selected according to the actual design requirements of the system.

[0056] Each first construction line 31 includes a first sub-construction area 101, a purlin structure installation area 105, an anti-corrosion construction area 106, a cable laying structure installation area 107, and a second sub-construction area 102 arranged in sequence along the second direction Y and close to the coastline direction. When the support structure is under construction, each first construction line 31 sequentially performs support structure assembly, purlin structure installation, anti-corrosion treatment, and cable laying structure installation, and is then transported to the second sub-construction area 102 for storage and in a state of waiting for transportation.

[0057] It should be noted that the sub-construction area 10 arranged between the first sub-construction area 101 and the second sub-construction area 102 can be adaptively adjusted in quantity and function according to the construction requirements of the actual structure.

[0058] In order to facilitate the scheduling of components between the first construction lines 31 and to facilitate the differentiation of the first construction lines 31, the first construction area 11 further includes a plurality of second passages 42, and two adjacent first construction lines 31 are arranged apart by the second passages 42.

[0059] In order to fully utilize the area of the wharf and avoid structural redundancy, the areas of the sub-construction areas 10 in the first construction area 11 can be the same, and further, the areas of the first sub-construction area 101 and the second sub-construction area 102 are the same, which improves the compactness of the layout of the wharf. In the present disclosure, the projection of each sub-construction area 10 in the first construction area 11 on the ground can be a rectangular area, the length of which can be 60m to 80m, and the width of which can be 30m to 50m. For example, the projection of each sub-construction area 10 on the ground can be a rectangular area with a length of 70m and a width of 40m, and the long side is arranged along the second direction Y, and the short side is arranged along the first direction X. The structural layout of such a sub-construction area 10 can ensure the utilization rate of the area in the first construction area 11 and ensure the structural compactness of the first construction area 11.

[0060] In some embodiments, as shown in Figure 1 When the pile foundation structure is a prefabricated piece, such as a steel pipe structure, the pile foundation structure only needs to be stored in the material storage area. At this time, the material storage area can include a second material storage area 22 for storing the pile foundation structure. One side of the second material storage area 22 is adjacent to the sea, and the pile foundation structure is in a state of waiting for transportation in the second material storage area 22.

[0061] In order to improve the compactness of the layout area of the wharf, the length of the second material storage area 22 can be the same as the length of the first construction area 11.

[0062] In some embodiments, as shown in Figure 2As shown, when the pile foundation structure is not a prefabricated part, such as when the pile foundation structure is a PHC (Pre-stressed High-strength Concrete) pipe pile structure, the pile foundation structure needs to be assembled, and therefore, the construction area 10 includes a second construction area 12 for assembling the pile foundation structure, and the material storage area includes a second material storage area 22 for storing the components of the pile foundation structure. The second construction area 12 includes a second construction line 32, which includes a third sub-construction area 103 and a fourth sub-construction area 104 arranged in sequence along the second direction Y. The third sub-construction area 103 is located between the second material storage area 22 and the fourth sub-construction area 104, and the fourth sub-construction area 104 is located on the side of the sea. The third sub-construction area 103 is used for assembling the pile foundation structure, and the fourth sub-construction area 104 is used for storing the assembled pile foundation structure.

[0063] In the process of assembling the pile foundation structure, the components stored in the second material storage area 22 are first transported to the third sub-construction area 103, and the components of the pile foundation structure are assembled in the third sub-construction area 103 to form a pile foundation structure such as a PHC pipe pile. The assembled pile foundation structure is transported to the fourth sub-construction area 104. Since the fourth sub-construction area 104 is located on the side of the sea, the pile foundation structure can be stored in the fourth sub-construction area 104, and then transported to the sea surface laying area for system installation.

[0064] The above two embodiments can be arranged in the structure alone or simultaneously in the structure, and the specific structure of the second construction area 12 can be selected according to the actual structural requirements of the pile foundation structure.

[0065] In the above two embodiments, the second material storage area 22 is not collinear with the first material storage area 21. Whether the second material storage area 22 directly serves as a structure for storing the pile foundation structure or the second material storage area 22 serves as a structure for storing the components of the pile foundation structure, since the construction process of the pile foundation structure is simpler than that of the support structure, the construction line of the pile foundation structure can be shorter than that of the support structure. Therefore, the second material storage area 22 is closer to the coastline than the first material storage area 21. The arrangement of such a structure can rationalize the layout of the wharf and improve the utilization rate of the wharf.

[0066] In some embodiments, such as Figures 1 to 3As shown, the wharf arrangement structure can further include other construction areas 10 or other material storage areas for assembling or storing other structures, such as an electrical equipment material storage area, an electrical equipment construction area 10, a cable material storage area, etc. In addition, the structure can further include an automatic control room arrangement area, which can be used for automatic control of construction equipment or construction processes; the structure can further include a reserved blank area, which can be used as a backup area.

[0067] The wharf flow construction arrangement structure based on pile foundation fixed offshore photovoltaic provided by the present disclosure has high adaptability to offshore photovoltaic, provides good auxiliary effect for the layout of offshore photovoltaic, and can improve the construction efficiency of offshore photovoltaic; the layout of the structure has high rationality, the areas are clearly divided, the safety performance of construction can be improved, and safety problems in the construction process can be reduced; the components in the structure are processed in different areas, the processed structure has high precision, and the reliability of the subsequent connection of the components of offshore photovoltaic is improved.

[0068] Other embodiments of the present disclosure will be apparent to those skilled in the art upon consideration of the specification and practice of the present disclosure. The present application is intended to cover any variations, uses, or adaptations of the present disclosure following the general principles thereof and including such departures from the present disclosure that come within known, accepted, and customary practice in the art to which the present disclosure pertains. The specification and examples are to be regarded as illustrative only, and the true scope and spirit of the present disclosure are indicated by the appended claims.

Claims

1. A dock construction layout structure based on pile-foundation fixed offshore photovoltaic (PV) systems, wherein the offshore PV system comprises a pile foundation structure, a support structure, and PV panels, the PV panels being mounted on the support structure, characterized in that, include: Multiple construction zones are arranged sequentially along a first direction, with adjacent construction zones connected together. One side of each construction zone faces the sea, and the first direction is the extension direction of the coastline. Each construction zone has different construction procedures for offshore photovoltaic projects. Multiple material storage areas are located on the side of the construction area away from the coastline. The arrangement direction of the multiple material storage areas is the same as that of the multiple construction areas. The material storage areas are arranged correspondingly to the construction areas. Each material storage area and its corresponding construction area are distributed at intervals through a first channel. The material storage areas are used to store various components of the offshore photovoltaic system.

2. The wharf construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 1, characterized in that, Each of the construction zones includes at least one construction line, and each construction line includes multiple sub-construction zones. The sub-construction zones are sequentially distributed along the second direction, and adjacent sub-construction zones are connected. Each sub-construction zone is used to implement different component processing procedures, and the component processing procedures in adjacent sub-construction zones are related. The second direction is perpendicular to or intersects with the first direction.

3. The wharf construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 2, characterized in that, The construction area includes a first construction area, and the material storage area includes a first material storage area. The first construction area is used to assemble the support structure, and the first material storage area is used to store the components within the support structure. The first construction area includes at least two first construction lines, and each first construction line includes at least a first sub-construction area and a second sub-construction area arranged sequentially along the second direction. The first sub-construction area is located between the first material storage area and the second sub-construction area, and the side of the second sub-construction area away from the first sub-construction area is set up facing the sea. The first sub-construction area is used for assembling the support structure, and the second construction area is used for storing the assembled support structure.

4. The wharf construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 3, characterized in that, The first construction area also includes multiple second channels, with two adjacent first construction lines spaced apart by the second channels.

5. The dock construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 3, characterized in that, The first sub-construction area and the second sub-construction area have the same area.

6. The dock construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 5, characterized in that, The support structure also includes a purlin structure and a cable laying structure. The purlin structure supports the photovoltaic panel, and the cable laying structure supports the cable, which is connected to the photovoltaic panel. The first construction line also includes a purlin structure installation area, an anti-corrosion construction area, and a cable laying structure installation area arranged sequentially along the second direction, and the purlin structure installation area, the anti-corrosion construction area, and the cable laying structure installation area are located between the first sub-construction area and the second sub-construction area.

7. The wharf construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 3, characterized in that, The material storage area includes a second material storage area for storing the pile foundation structure, and one side of the second material storage area faces the sea.

8. The wharf construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 7, characterized in that, In the second direction, the length of the second material storage area is the same as the length of the first construction area.

9. The wharf construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 3, characterized in that, The construction area includes a second construction area for assembling the pile foundation structure. The material storage area includes a second material storage area for storing the components of the pile foundation structure. The second construction area includes a second construction line, which includes a third sub-construction area and a fourth sub-construction area arranged sequentially along the second direction. The third sub-construction area is located between the second material storage area and the fourth sub-construction area, with one side of the fourth sub-construction area facing the sea. The third construction area is used for assembling the pile foundation structure, and the fourth sub-construction area is used for storing the assembled pile foundation structure.

10. The dock construction layout structure based on pile-foundation fixed offshore photovoltaic system according to claim 7 or 9, characterized in that, The second material storage area is not collinear with the first material storage area.

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