Offshore intensifying machine and construction method

Abstract

The invention discloses an offshore brightness enhancement machine and a construction method, the offshore brightness enhancement machine is arranged on a foundation pile, and comprises a walking module, a construction module and a pile side construction module; the multiple foundation piles are used for defining a construction base platform. The walking module is arranged on the foundation pile, and correspondingly, the top of the foundation pile is provided with a telescopic device used for being connected with the walking module; the walking module is provided with a construction station fixed to a foundation pile and a transposition station moving along the foundation pile. The construction module is arranged on the walking module and is used for construction operation; the pile side construction modules are arranged on the foundation piles and located below the walking modules, and the pile side construction modules on the adjacent foundation piles communicate with each other to form a pile side construction platform. The construction method is based on the offshore brightening machine. On the basis of the foundation piles, 'overwater construction 'is changed into'land construction'; the construction module improves the mechanization level of installation operation, improves the operation safety and shortens the construction period. Leveling is carried out by adjusting the telescopic amount of the telescopic device, and the construction quality is guaranteed.

Description

Technical Field

[0001] The present invention relates to the technical field of offshore construction, and particularly to an offshore light intensifier and a construction method thereof. Background Art

[0002] Offshore photovoltaic systems, as key elements in the field of clean energy, exhibit extremely broad future development potential. However, the implementation of offshore photovoltaic projects faces a series of problems, mainly including high costs and complex construction environments.

[0003] Specifically, in the prior art, floating platforms or ship operations are usually used for construction, and this construction method has the following disadvantages:

[0004] 1. The on-site erection workload is large, the personnel erection efficiency is low, and a large amount of human and mechanical resources need to be invested, which does not conform to the current modern, mechanized, and modular construction mode;

[0005] 2. The safety is low. The erection span is large and it is greatly affected by the offshore wind, waves, tides and other environments. The safety risk of personnel erection is relatively high, resulting in great difficulty in controlling on-site safety and civilized construction;

[0006] 3. The turnover period of the erection and construction platform is long. Affected by the offshore wind, waves, tides and other environments, the erection working time is uncontrollable and takes a long time in the total construction;

[0007] 4. Due to the fact that the offshore pile driving operation is extremely vulnerable to the influence of water flow, it is difficult to control the pile driving positioning and the pile top elevation, and the subsequent installation construction of the construction platform and the photovoltaic support is more difficult. Summary of the Invention

[0008] The technical problem to be solved by the present invention is that the existing offshore construction uses floating platforms or ship operations for construction. The purpose is to provide an offshore light intensifier and a construction method thereof to solve the above problems.

[0009] The present invention is achieved by the following technical solutions:

[0010] In a first aspect, the present invention provides an offshore light intensifier, which is arranged on a foundation pile and includes a walking module, a construction module, and a pile side construction module;

[0011] There are several foundation piles and they are used to enclose a construction foundation platform;

[0012] The walking module is arranged on the foundation pile. Correspondingly, a telescopic device for connecting the walking module is provided at the top of the foundation pile; the walking module has a construction working position fixed on the foundation pile and a transposition working position moving along the foundation pile;

[0013] The construction module is arranged on the walking module and is used for construction operations;

[0014] The pile side construction module is arranged on the foundation pile and below the walking module, and the pile side construction modules on adjacent foundation piles are interconnected to form a pile side construction platform.

[0015] In a possible design, the walking module includes a walking main beam slidably connected to the construction module at the top and a walking secondary beam detachably connected to the telescopic device at the bottom. The walking main beam is connected to the walking secondary beam through a gear transmission mechanism. Accordingly, when one of the walking main beam and the walking secondary beam is fixedly connected to the foundation pile, the other moves along the foundation pile through the gear transmission mechanism to enable the walking module to switch working positions.

[0016] In a possible design, the walking main beam includes two relatively arranged first trusses and a second truss for connecting the two first trusses. The walking secondary beam is configured as an I-beam located between the two first trusses;

[0017] The gear transmission mechanism includes a gear and a rack that mesh with each other. The gear is connected to the inner side of one of the first trusses through a side plate, and the rack is connected to the top surface of the walking secondary beam through a clamping plate;

[0018] Accordingly, limiters are provided at both ends of the rack. The bottom surface of the clamping plate is fixedly connected to the walking secondary beam, and a clamping groove for connecting the rack is provided on the side surface of the clamping plate.

[0019] In a possible design, a transmission chain arranged side by side with the rack is provided on the top surface of the walking secondary beam. Accordingly, a fixing plate for connecting the transmission chain is provided at one end of the walking secondary beam;

[0020] A walking device for winding and unwinding the transmission chain is provided on the construction module, and the walking device and the fixing plate are respectively arranged at both ends of the walking secondary beam.

[0021] In a possible design, the telescopic device includes a lower cylinder and an upper cylinder. The lower cylinder is fixed to the top of the foundation pile, and the upper cylinder is slidably arranged on the lower cylinder and connected to the walking module;

[0022] A number of first fixing groups are provided on the cylinder wall of the lower cylinder. Each first fixing group includes a number of first fixing holes parallel to the axis of the lower cylinder. A number of second fixing groups are provided on the cylinder wall of the upper cylinder. Each second fixing group includes a number of second fixing holes parallel to the axis of the upper cylinder. Accordingly, when the upper cylinder reciprocally slides along the lower cylinder, in each fixing group, at least some of the first fixing holes are aligned with the second fixing holes to form fixing holes for fixing the height of the upper cylinder, and a limiting rod is detachably provided on the fixing holes.

[0023] In a possible design, the construction module includes a construction platform and construction equipment;

[0024] The construction platform includes main construction beams, secondary construction beams and strengthening frame beams. There are two main construction beams which are arranged opposite to each other. There are several secondary construction beams which are arranged at intervals between the two main construction beams. There are several strengthening frame beams which are used to connect the main construction beams and the secondary construction beams;

[0025] Correspondingly, the bottom surface of the construction platform is slidably connected to the main walking beam of the walking module, and the construction equipment is arranged on the top surface of the construction platform.

[0026] In a possible design, the construction module on the pile side includes a hoop device and a construction frame; the inner circumference of the hoop device is sleeved and tightened on the foundation pile, and a support frame is arranged on the outer circumference of the hoop device; the construction frame is connected to the foundation pile through the support frame, and adjacent construction frames are connected and communicated with each other to form a construction platform on the pile side. Correspondingly, a ladder extending into the construction platform on the pile side is arranged on the construction module.

[0027] In a possible design, the construction platform on the pile side is constructed as a single-frame composed of square steel bars welded together. A platform board is laid on the construction platform on the pile side, and a guardrail and a skirting board are arranged around the construction platform on the pile side.

[0028] In a possible design, the support frame and the construction frame are connected by a pulley guide rail mechanism. Correspondingly, a driving device with an output end connected to the construction frame is arranged on the construction module, and the driving device is used to drive the construction frame to move relative to the support frame.

[0029] In a second aspect, the present invention provides a construction method based on the above-mentioned offshore light intensifier, including the following steps:

[0030] S1: Based on the construction requirements, manufacture and install each component of the offshore light intensifier;

[0031] S2: Transport the construction materials to the construction platform;

[0032] S3: Assemble the construction materials into standard components; Hoist the standard components by the construction module above the foundation piles in the construction area; The staff move to the construction area through the construction platform on the pile side and connect the standard components to the foundation piles; Repeat the above steps until the installation in the construction area is completed;

[0033] S4: Fix the main walking beam, separate the secondary walking beam from the telescopic device and move it to the next construction area, and then fix the secondary walking beam; Release the fixation of the main walking beam and move it to drive the construction module to move to the next construction area; The construction platform on the pile side moves and is fixed to the next construction area;

[0034] S5: Repeat S3 and S4 until the installation is completed.

[0035] Compared with the prior art, the present invention has the following advantages and beneficial effects:

[0036] The construction module is used to complete operations such as lifting materials and hoisting components, thereby replacing some manual operation links in the operation process, improving the mechanization level of the installation operation, and achieving the purposes of reducing the workload of staff, improving operation safety, and shortening the construction period.

[0037] Based on the foundation piles, changing "offshore construction" to "onshore construction" effectively reduces the environmental impacts of sea winds, waves, tides, etc., and improves the safety and efficiency of the operation.

[0038] The leveling is carried out by adjusting the telescopic amount of the telescopic device to avoid the deviation of the pile top elevation caused by design condition requirements, construction errors, and sea environmental water flows, etc., and ensure the construction quality. Brief Description of the Drawings

[0039] In order to more clearly illustrate the technical solutions of the exemplary embodiments of the present invention, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present invention, and therefore should not be regarded as limiting the scope. For those of ordinary skill in the art, other related drawings can also be obtained based on these drawings without creative efforts. In the drawings:

[0040] Figure 1 It is a schematic structural diagram of an offshore light intensifier.

[0041] Figure 2 It is Figure 1 a partial structural schematic diagram of.

[0042] Figure 3 It is a schematic structural diagram of the walking module.

[0043] Figure 4 It is a schematic diagram of the cooperation between the walking module and the construction module.

[0044] Figure 5 It is a schematic diagram of the cooperation between the walking module and the pile-side construction module from the first perspective.

[0045] Figure 6 It is a schematic structural diagram of the telescopic device.

[0046] Figure 7 It is a schematic diagram of the cooperation between the walking module and the pile-side construction module from the second perspective.

[0047] Figure 8 It is a schematic structural diagram of the hoop device.

[0048] Marks in the drawings and corresponding component names:

[0049] 100, Traveling Module; 110, Traveling Main Beam; 111, First Truss; 112, Second Truss; 113, Outward Protruding Plate; 120, Traveling Secondary Beam; 130, Gear Transmission Mechanism; 131, Gear; 132, Rack; 140, Clamping Plate; 141, Transmission Chain; 142, Fixed Plate; 200, Construction Module; 210, Construction Platform; 211, Construction Main Beam; 212, Construction Secondary Beam; 213, Reinforcing Frame Beam; 214, U-shaped Hook; 215, Sliding Wheel; 220, Construction Equipment; 300, Pile Side Construction Module; 310, Hoop Device; 311, Support Frame; 320, Construction Frame; 321, Platform Plate; 1, Foundation Pile; 2, Expansion Device; 21, Lower Cylinder; 22, Upper Cylinder; 23, First Fixed Hole; 24, Second Fixed Hole; 25, Limiting Rod. Detailed Embodiment

[0050] To make the objectives, technical solutions and advantages of the present invention clearer and more understandable, the present invention will be further described in detail below with reference to the embodiments and the accompanying drawings. The illustrative embodiments and descriptions of the present invention are only used to explain the present invention and do not constitute a limitation to the present invention.

[0051] In the following description, a large number of specific details are set forth in order to provide a thorough understanding of the present invention. However, it is obvious to those of ordinary skill in the art that: It is not necessary to adopt these specific details to implement the present invention. In other embodiments, well-known structures, circuits, materials or methods are not specifically described in order to avoid obscuring the present invention.

[0052] Throughout the specification, references to "one embodiment", "embodiment", "one example" or "example" mean that: The specific features, structures or characteristics described in connection with that embodiment or example are included in at least one embodiment of the present invention. Thus, the phrases "one embodiment", "embodiment", "one example" or "example" that appear throughout the specification do not necessarily all refer to the same embodiment or example. In addition, the specific features, structures or characteristics can be combined in any suitable combination and / or sub-combination in one or more embodiments or examples. In addition, those of ordinary skill in the art should understand that the drawings provided herein are for illustrative purposes only and the drawings are not necessarily drawn to scale. The term "and / or" used herein includes any and all combinations of one or more of the related listed items.

[0053] In the description of the present invention, the orientation or positional relationship indicated by the terms "front", "rear", "left", "right", "up", "down", "vertical", "horizontal", "high", "low", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying 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 construed as limiting the protection scope of the present invention.

[0054] Embodiment 1:

[0055] As Figures 1 - 8 shown, a marine light intensifier is provided on a foundation pile 1, and includes a traveling module 100, a construction module 200, and a pile-side construction module 300;

[0056] A number of foundation piles 1 are provided and are used to enclose a construction platform;

[0057] The traveling module 100 is provided on the foundation pile 1. Correspondingly, a telescopic device 2 for connecting the traveling module 100 is provided at the top of the foundation pile 1; the traveling module 100 has a construction work position fixed on the foundation pile 1 and a position-changing work position that moves along the foundation pile 1;

[0058] The construction module 200 is provided on the traveling module 100 and is used for construction operations;

[0059] The pile-side construction module 300 is provided on the foundation pile 1 and is located below the traveling module 100, and the pile-side construction modules 300 on adjacent foundation piles 1 are interconnected to form a pile-side construction platform.

[0060] In the marine light intensifier, the foundation piles 1 are constructed in a predetermined area, and any suitable existing method can be adopted for the construction method of the foundation piles 1, which will not be elaborated here. Multiple foundation piles 1 cooperate with each other to form a construction platform. On the one hand, it is convenient to set the marine light intensifier on the construction platform, and on the other hand, it provides a basis for the movement of the marine light intensifier. Based on this, the layout method of the foundation piles 1 should consider the movement of the marine light intensifier to improve the convenience and safety of the movement of the marine light intensifier. Optionally, as Figure 1 shown, a number of foundation piles 1 are divided into two opposite pile groups, and the foundation piles 1 within each pile group are located on the same straight line.

[0061] It should be noted that the marine light intensifier is based on the foundation pile 1, changes "offshore construction" to "onshore construction", effectively reduces the environmental impacts of sea wind, waves, tides, etc., and improves the safety and efficiency of operations.

[0062] The walking module 100 can move along the foundation pile 1, cross the top of the pile and adjust the position of the construction module 200. Thus, the top surface of the construction platform can be divided into an occupied area occupied by the walking module 100 and a non-occupied area where the foundation pile 1 is exposed. The non-occupied area is preferably two sub-areas located on both sides of the occupied area respectively, and one of the sub-areas is the construction area. When the installation operation in the construction area is completed, the walking module 100 moves to change the area of the two sub-areas, so as to gradually complete the installation operation in the non-occupied area.

[0063] Based on this, the prior art realizes the operation in different areas by repeatedly disassembling and assembling the operation platform. The marine light booster realizes the operation of changing areas through the movement of the walking module 100. The movement mode is simple and efficient, without repeated disassembly and assembly, which improves the operation speed and efficiency and saves the construction cost.

[0064] The construction module 200 is used to complete operations such as material hoisting and component lifting, thus replacing some manual operation links in the operation process, improving the mechanization level of the installation operation, and achieving the purposes of reducing the workload of the staff, improving the operation safety and shortening the construction period. At the same time, supplemented by the movement of the walking module 100, the operation area of the construction module 200 is larger and the construction efficiency is improved more.

[0065] In the installation operation, there are still some operations that cannot be replaced by the construction module 200 and need to be completed by the staff. Therefore, the pile-side construction module 300 makes full use of the space of the foundation pile 1 in the vertical direction to build and form a pile-side construction platform. The staff move along the pile-side construction platform to the construction area and carry out relevant operations to ensure the smooth completion of the installation operation. Thus, taking the foundation pile 1 as the boundary, the operation area of the marine light booster is divided into two parts: the pile top and the pile side, with a wider construction range, better flexibility and adaptability.

[0066] In addition, aiming at the problems that the foundation pile 1 is affected by water flow, it is difficult to control the pile sinking position and the pile top elevation, and the subsequent construction platform 210 and the installation construction of the photovoltaic support are more difficult, the marine light booster is provided with a telescopic device 2 on the foundation pile 1. By adjusting the telescopic amount of the telescopic device 2, the height of the walking module 100 is adjusted to level the walking module 100 so that the walking module 100 is on the same horizontal plane; when other components are connected to the top of the foundation pile 1, such as photovoltaic modules, the telescopic device 2 can also be used to level other components to avoid the pile top elevation deviation caused by design condition requirements, construction errors and water flow in the marine environment, etc., and ensure the construction quality.

[0067] Taking the installation of an offshore photovoltaic system as an example, the offshore light intensifier is a device used for the construction of an offshore photovoltaic power generation system, mainly used to efficiently and safely complete the installation, adjustment, and fixation of photovoltaic brackets in a marine environment. It can cope with special challenges in the marine environment, such as wind and waves, complex floating operations, etc., ensuring the stability and construction efficiency of the offshore photovoltaic brackets, and providing reliable support for the construction of the offshore photovoltaic system. Thus, it effectively improves the safety, quality, and work efficiency of the construction of offshore photovoltaic projects, ensures the smooth progress of the construction process, reduces the implementation complexity, and enhances the construction efficiency.

[0068] It is easy to understand that, if necessary, the offshore light intensifier can also be used for the installation operations of any other suitable components. Correspondingly, the offshore light intensifier is not only applicable to offshore construction operations, but also applicable to various construction environments such as tidal flats and land, and is suitable for various different geological conditions and engineering requirements.

[0069] In a possible implementation manner, the traveling module 100 includes a traveling main beam 110 slidably connected to the construction module 200 at the top and a traveling secondary beam 120 detachably connected to the telescopic device 2 at the bottom. The traveling main beam 110 is connected to the traveling secondary beam 120 through a gear transmission mechanism 130. Correspondingly, when one of the traveling main beam 110 and the traveling secondary beam 120 is fixedly connected to the foundation pile 1, the other moves along the foundation pile 1 through the gear transmission mechanism 130, so as to switch the working position of the traveling module 100.

[0070] Based on the above design scheme, when the traveling secondary beam 120 of the traveling module 100 is connected to the telescopic device 2 and fixed on the foundation pile 1, the traveling module 100 is in the construction working position, and the construction module 200 moves along the traveling main beam 110 to any suitable position to complete the relevant operations. When the traveling secondary beam 120 is detached from the telescopic device 2, the connection between the traveling secondary beam 120 and the foundation pile 1 is disconnected. At this time, the traveling module 100 switches to the transposition working position to realize the movement of the offshore light intensifier.

[0071] For the movement of the offshore light intensifier, in order to ensure the safety of the movement and avoid accidents, before the traveling secondary beam 120 is detached from the foundation pile 1, the traveling main beam 110 is fixedly connected to the foundation pile 1 through any suitable existing components. After the traveling secondary beam 120 is detached from the foundation pile 1 and moves to the next construction area, the traveling secondary beam 120 is reconnected to the telescopic device 2 below it to achieve position fixation. The traveling main beam 110 then disconnects from the foundation pile 1, and the traveling main beam 110 and the construction module 200 then move along the traveling secondary beam 120 to the next construction area.

[0072] Correspondingly, in order to ensure the safety of the operation, when the traveling module 100 is in the construction working position, the traveling main beam 110 is preferably fixedly connected to the foundation pile 1 through any suitable existing components to reduce unnecessary disturbances and ensure construction safety.

[0073] Optionally, as Figure 4 shown, the walking main beam 110 includes two relatively arranged first trusses 111 and a second truss 112 for connecting the two first trusses 111, and the walking secondary beam 120 is configured as an I-beam located between the two first trusses 111;

[0074] The gear transmission mechanism 130 includes a gear 131 and a rack 132 that mesh with each other. The gear 131 is connected to the inner side of one of the first trusses 111 through a side plate, and the rack 132 is connected to the top surface of the walking secondary beam 120 through a clamping plate 140;

[0075] Correspondingly, limiters are provided at both ends of the rack 132. The bottom surface of the clamping plate 140 is fixedly connected to the walking secondary beam 120, and a clamping groove for connecting the rack 132 is provided on the side surface of the clamping plate 140.

[0076] Based on the above design scheme, the walking main beam 110 is selected as a hollow truss structure to minimize the weight while ensuring the structural strength. At the same time, the two first trusses 111 cooperate with each other to shield components such as the walking secondary beam 120 and the gear transmission mechanism 130, achieving a certain protection effect.

[0077] In the gear transmission mechanism 130, considering the length of the walking module 100, at least two gears 131 and clamping plates 140 are provided and arranged at intervals to share the weight and prevent the components from deforming. The limiters are used to limit the movement range to prevent the separation of the walking main beam 110 and the walking secondary beam 120, ensuring construction safety; optionally, any suitable existing model can be selected for the limiters.

[0078] Optionally, a transmission chain 141 arranged side by side with the rack 132 is provided on the top surface of the walking secondary beam 120. Correspondingly, a fixing plate 142 for connecting the transmission chain 141 is provided at one end of the walking secondary beam 120;

[0079] A walking device for retracting and releasing the transmission chain 141 is provided on the construction module 200, and the walking device and the fixing plate 142 are respectively arranged at both ends of the walking secondary beam 120.

[0080] Based on the above design scheme, when the walking module 100 needs to move, the walking device is started to provide power. The walking device winds up the transmission chain 141 and pulls the walking main beam 110 and the construction module 200 to move. Thus, the automatic walking of the walking module 100 is realized, improving the moving efficiency. It is easy to understand that any suitable existing device can be selected for the walking device.

[0081] In a possible implementation manner, the telescopic device 2 includes a lower cylinder 21 and an upper cylinder 22. The lower cylinder 21 is fixed on the top of the foundation pile 1, and the upper cylinder 22 is slidably arranged on the lower cylinder 21 and connected to the walking module 100;

[0082] On the barrel wall of the lower barrel 21, there are several first fixing groups. Each first fixing group includes several first fixing holes 23 parallel to the axis of the lower barrel 21. On the barrel wall of the upper barrel 22, there are several second fixing groups. Each second fixing group includes several second fixing holes 24 parallel to the axis of the upper barrel 22. Correspondingly, when the upper barrel 22 reciprocally slides along the lower barrel 21, in each fixing group, at least part of the first fixing holes 23 are aligned with the second fixing holes 24 to form fixing holes for fixing the height of the upper barrel 22. A limiting rod 25 is detachably arranged on the fixing holes.

[0083] Based on the above design scheme, according to different pile top elevations, move the upper barrel 22 to the corresponding height. At this time, each fixing group forms at least one fixing hole. By inserting the limiting rod 25 into the multiple fixing holes, the height of the telescopic device 2 is fixed at the required height. Further, by adjusting the telescopic devices 2 on the multiple foundation piles 1, the walking module 100 is made to be on the required horizontal plane, ensuring the construction quality.

[0084] Among them, setting multiple fixing groups can ensure the number of fixing holes. On the one hand, it ensures that the telescopic device 2 is fixed at the required height. On the other hand, it also shares the acting force and improves the service life of the telescopic device 2.

[0085] It is easy to understand that the fixing holes can be constructed as screw holes. Correspondingly, the limiting rod 25 can be selected from any suitable bolts, screws or screw rods.

[0086] In a possible implementation manner, the construction module 200 includes a construction platform 210 and construction equipment 220;

[0087] The construction platform 210 includes construction main beams 211, construction secondary beams 212 and strengthening frame beams 213. There are two construction main beams 211 which are arranged oppositely. There are several construction secondary beams 212 which are arranged at intervals between the two construction main beams 211. There are several strengthening frame beams 213 which are used to connect the construction main beams 211 and the construction secondary beams 212;

[0088] Correspondingly, the bottom surface of the construction platform 210 is slidably connected to the walking main beam 110 of the walking module 100, and the construction equipment 220 is arranged on the top surface of the construction platform 210.

[0089] Based on the above design scheme, the construction module 200 is connected to the walking module 100 through the construction platform 210. While achieving the connection, it also enables the construction module 200 to move relative to the walking module 100 to adjust the position of the construction equipment 220, making the operation of the construction module 200 more flexible. And as Figure 1 shown, the volume of the construction platform 210 is large enough. Therefore, various materials required for the operation can be temporarily placed on the construction platform 210, expanding the functions and uses of the construction platform 210.

[0090] On the basis of ensuring that the structural strength of the construction platform 210 meets the design requirements, any suitable existing materials can be selected for the construction main beam 211, the construction secondary beam 212, and the strengthening frame beam 213 respectively. For the construction equipment 220, including but not limited to lifting equipment, any other suitable existing equipment can also be selected according to specific operation requirements.

[0091] Optionally, as Figure 4 shown, a U-shaped hook 214 is provided at the end of the construction main beam 211. One end of the U-shaped hook 214 is connected to the construction main beam 211, and a sliding wheel 215 is provided at the other end of the U-shaped hook 214. An outward convex plate 113 is provided on the traveling main beam 110 of the traveling module 100, and a chute is provided on the outward convex plate 113. Correspondingly, the sliding wheel 215 is slidably arranged in the chute. Based on this, the movement of the construction module 200 relative to the traveling module 100 is realized by the sliding of the sliding wheel 215 along the chute. Alternatively, the construction module 200 can also be slidably connected to the traveling module 100 by any other suitable means.

[0092] In a possible implementation manner, the pile-side construction module 300 includes a hoop device 310 and a construction frame 320; the inner circumference of the hoop device 310 is sleeved and tightened on the foundation pile 1, and a support frame 311 is provided on the outer circumference of the hoop device 310; the construction frame 320 is connected to the foundation pile 1 through the support frame 311, and adjacent construction frames 320 are connected and communicated with each other to form a pile-side construction platform. Correspondingly, a ladder extending into the pile-side construction platform is provided on the construction module 200.

[0093] Based on the above design scheme, additional support points are added to the foundation pile 1 by using the hoop device 310, the construction frame 320 is connected and supported through the support frame 311, and the construction frames 320 on adjacent foundation piles 1 are connected and communicated with each other to form a pile-side construction platform located below the traveling module 100. Correspondingly, the construction module 200 is connected to the pile-side construction platform through a ladder to facilitate the movement of workers between the construction module 200 and the pile-side construction platform.

[0094] It is easy to understand that the support frame 311 includes but is not limited to a triangular frame, and the construction frame 320 can be constructed into any suitable shape.

[0095] Optionally, the hoop device 310 includes two hoops arranged oppositely and connected by bolts, and the support frame 311 is connected to the outside of the hoops. Based on this, the installation process of the hoops is simple, and the stability of the pile side can also be improved to enhance the safety of using the pile-side construction platform.

[0096] Optionally, as Figure 5 and Figure 7As shown in the figure, the construction platform on the pile side is composed of a single-frame welded by square steel rods. A platform board 321 is laid on the construction platform on the pile side, and a guardrail and a skirting board are arranged around the construction platform on the pile side. Based on this, through the setting of the platform board 321, the guardrail and the skirting board, the movement of the staff on the construction platform on the pile side is made safer. Any suitable additional components can also be set on the construction platform on the pile side to facilitate construction, and the additional components are preferably set as foldable structures to avoid collisions when the staff walks and protect the staff.

[0097] It is easy to understand that other any suitable existing protective components such as safety belts and safety ropes can also be set on the construction platform on the pile side to ensure the operation safety of the staff and avoid safety accidents.

[0098] Optionally, the support frame 311 and the construction frame 320 are connected by a pulley guide rail mechanism. Correspondingly, a driving device with an output end connected to the construction frame 320 is provided on the construction module 200, and the driving device is used to drive the construction frame 320 to move relative to the support frame 311. Based on this, when the construction platform on the pile side moves, the construction frame 320 at the end is removed in advance, and then the driving device is used to drive the construction platform on the pile side to move through the pulley guide rail mechanism to quickly move the construction platform on the pile side to the next construction area, and finally the construction frame 320 at the end is installed.

[0099] Thus, compared with repeatedly disassembling and assembling the construction platform on the pile side, the convenience and efficiency of movement are greatly improved, which helps to reduce the workload of the staff. And it is easy to understand that the driving device and the pulley guide rail mechanism are respectively selected from any suitable existing components.

[0100] Embodiment 2:

[0101] Based on the marine light intensifier described in Embodiment 1, this embodiment introduces a construction method based on the marine light intensifier. The construction method includes the following steps:

[0102] S1: Manufacture and install each component of the marine light intensifier based on the construction requirements;

[0103] S2: Transport the construction materials to the construction platform 210;

[0104] S3: Assemble the construction materials into standard components; lift the standard components by the construction module 200 above the foundation pile 1 in the construction area; the staff move to the construction area through the construction platform on the pile side and connect the standard components with the foundation pile 1; repeat the above steps until the installation in the construction area is completed;

[0105] S4: The traveling main beam 110 is fixed, the traveling secondary beam 120 is separated from the telescopic device 2 and moves to the next construction area, and then the traveling secondary beam 120 is fixed; the traveling main beam 110 is unfixed and moves to drive the construction module 200 to move to the next construction area; the construction platform on the pile side moves and is fixed to the next construction area;

[0106] S5: Repeat S3 and S4 until the installation is completed.

[0107] Among them, in S1, for different construction requirements, such as the size, elevation, spacing, etc. of the relevant foundation piles 1, the offshore light intensifier is manufactured and installed to match different pile spacing situations, improve the adaptability of the offshore light intensifier to the construction environment, and has broad application prospects and popularization value. Or, the offshore light intensifier has different specifications, and the corresponding specification can be selected.

[0108] In S2, through the cooperation of equipment such as the transport ship and the construction module 200, the construction materials are transported and transferred to the construction platform 210. The construction platform 210 is arranged on the foundation pile 1, and its stability is better, which helps to reduce the influence of environmental factors such as sea wind, waves, and tides.

[0109] S3 is the operation process of a certain construction area. Through the cooperation of mechanical operation and manual operation, the standard components are fixed on the foundation pile 1.

[0110] S4 is the moving process of the offshore light intensifier, that is, the offshore light intensifier is moved along the foundation pile 1 through the traveling module 100, so that the offshore light intensifier moves to different construction areas for operation.

[0111] It is easy to understand that in the operation process of S3, any suitable existing construction method can be adopted for the specific construction method. The moving process of S4 has been described in Embodiment 1 and will not be elaborated here.

[0112] Taking the construction of an offshore photovoltaic system as an example, the construction materials in S2 include photovoltaic panels, photovoltaic brackets, and photovoltaic DC cables; in S3, the photovoltaic panels, photovoltaic brackets, and photovoltaic DC cables are assembled into photovoltaic standard components, the construction module 200 hoists the photovoltaic standard components to the foundation pile 1 in the construction area, and the staff moves to the construction area through the construction platform on the pile side and performs the fixing operation of the photovoltaic standard components to realize the connection between the photovoltaic standard components and the surrounding components in the construction area.

[0113] The above specific implementation manners further elaborate the purpose, technical solution, and beneficial effects of the present invention. It should be understood that the above is only the specific implementation manner of the present invention and is not used to limit the protection scope of the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. An offshore brightening machine, arranged on a pile (1), characterized in that: It comprises a walking module (100), a construction module (200) and a pile side construction module (300); A plurality of foundation piles (1) are provided and used to enclose a construction base; The walking module (100) is arranged on the foundation pile (1); accordingly, a telescopic device (2) for connecting the walking module (100) is arranged on the top of the foundation pile (1); the walking module (100) has a construction station fixed on the foundation pile (1) and a transposition station moving along the foundation pile (1); The construction module (200) is arranged on the walking module (100) and is used for construction work; The pile side construction module (300) is arranged on the foundation pile (1) and is located below the walking module (100), and the pile side construction modules (300) on adjacent foundation piles (1) are interconnected to form a pile side construction platform.

2. The marine brightening machine according to claim 1, characterized in that: The walking module (100) comprises a walking main beam (110) slidably connected to the construction module (200) at the top and a walking secondary beam (120) detachably connected to the telescopic device (2) at the bottom. The walking main beam (110) is connected to the walking secondary beam (120) via a gear transmission mechanism (130). Accordingly, when one of the walking main beam (110) and the walking secondary beam (120) is fixedly connected to the foundation pile (1), the other moves along the foundation pile (1) via the gear transmission mechanism (130) so that the walking module (100) switches the working position.

3. The marine brightening machine according to claim 2, characterized in that: The walking main beam (110) comprises two first trusses (111) arranged opposite to each other and a second truss (112) for connecting the two first trusses (111); the walking secondary beam (120) is constructed as an I-beam located between the two first trusses (111); The gear transmission mechanism (130) comprises a gear (131) and a rack (132) meshing with each other, the gear (131) being connected to the inner side surface of one of the first trusses (111) via a side plate, and the rack (132) being connected to the top surface of the walking secondary beam (120) via a clamping plate (140); Correspondingly, both ends of the rack (132) are provided with stoppers, the bottom surface of the clamping plate (140) is fixedly connected to the walking secondary beam (120), and the side surface of the clamping plate (140) is provided with a clamping groove for connecting the rack (132).

4. The marine brightening machine according to claim 3, characterized in that: A transmission chain (141) arranged side by side with the rack (132) is provided on the top surface of the walking secondary beam (120); correspondingly, a fixing plate (142) for connecting the transmission chain (141) is provided at one end of the walking secondary beam (120); A walking device for retracting and releasing the transmission chain (141) is provided on the construction module (200), and the walking device and the fixing plate (142) are respectively arranged at two ends of the walking secondary beam (120).

5. The marine brightening machine according to claim 1, characterized in that: The telescopic device (2) comprises a lower cylinder (21) and an upper cylinder (22), wherein the lower cylinder (21) is fixed on the top of the foundation pile (1), and the upper cylinder (22) is slidably arranged on the lower cylinder (21) and connected to the walking module (100); A plurality of first fixing groups are provided on the wall of the lower cylinder (21), the first fixing groups comprising a plurality of first fixing holes (23) parallel to the axis of the lower cylinder (21); a plurality of second fixing groups are provided on the wall of the upper cylinder (22), the second fixing groups comprising a plurality of second fixing holes (24) parallel to the axis of the upper cylinder (22); accordingly, when the upper cylinder (22) reciprocates along the lower cylinder (21), in each fixing group, at least part of the first fixing holes (23) are aligned with the second fixing holes (24) to form fixing holes for fixing the height of the upper cylinder (22); and a stopper rod (25) is detachably provided on the fixing hole.

6. The marine brightening machine according to claim 1, characterized in that: The construction module (200) includes a construction platform (210) and construction equipment (220); The construction platform (210) comprises a construction main beam (211), a construction secondary beam (212) and a reinforcement frame beam (213); two construction main beams (211) are provided and arranged opposite to each other; a plurality of construction secondary beams (212) are provided and arranged at intervals between the two construction main beams (211); a plurality of reinforcement frame beams (213) are provided and used to connect the construction main beam (211) and the construction secondary beam (212); Correspondingly, the bottom surface of the construction platform (210) is slidably connected to the walking main beam (110) of the walking module (100), and the construction equipment (220) is provided on the top surface of the construction platform (210).

7. The marine brightening machine according to claim 1, characterized in that: The pile side construction module (300) comprises a clamping device (310) and a construction frame (320); the inner periphery of the clamping device (310) is sleeved and clamped on the foundation pile (1), and the outer periphery of the clamping device (310) is provided with a support frame (311); the construction frame (320) is connected to the foundation pile (1) via the support frame (311), and adjacent construction frames (320) are connected and communicated with each other to form a pile side construction platform. Accordingly, the construction module (200) is provided with a ladder extending into the pile side construction platform.

8. The marine brightening machine according to claim 7, characterized in that: The pile side construction platform is constructed of a single frame formed by welding square steel rods. A platform plate (321) is laid on the pile side construction platform, and guardrails and skirting boards are arranged around the pile side construction platform.

9. The marine brightening machine according to claim 7, characterized in that: The support frame (311) and the construction frame (320) are connected via a pulley guide rail mechanism. Accordingly, a driving device having an output end connected to the construction frame (320) is provided on the construction module (200), and the driving device is used to drive the construction frame (320) to move relative to the support frame (311).

10. A construction method of an offshore brightening machine according to any one of claims 1 to 9, characterized in that: The following steps are involved: S1: Based on the construction requirements, manufacture and install various components of the offshore enhancement machine; S2: Construction materials are transported to the construction platform (210); S3: Construction materials are assembled into standard components; the construction module (200) hoists the standard components to the top of the pile foundation (1) in the construction area; the staff moves to the construction area via the pile side construction platform and connects the standard components to the pile foundation (1); the above steps are repeated until the installation in the construction area is completed; S4: the walking main beam (110) is fixed, the walking secondary beam (120) is separated from the telescopic device (2) and moved to the next construction area, and then the walking secondary beam (120) is fixed; the walking main beam (110) is unfixed and moved to drive the construction module (200) to move to the next construction area; the pile side construction platform is moved and fixed to the next construction area; S5: Repeat S3 and S4 until the installation is complete.

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