A wind power mixed tower prefabricated tower drum section connecting structure
By using a combination of snap-fit blocks, limiting plates, spring-driven limiting blocks and limiting grooves, along with fixed anchors and fasteners, the problems of loosening and low construction efficiency in the connection structure of prefabricated tower sections of wind power hybrid towers are solved, achieving a stable, coordinated force-bearing and efficient connection effect.
Patent Information
- Application Number
- CN202510995250.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-18
- Publication Date
- 2026-01-23
- Estimated Expiration
- 2045-07-18
AI Technical Summary
The existing prefabricated tower section connection structure of wind power hybrid towers is prone to loosening under long-term wind loads, resulting in decreased sealing performance, low construction efficiency, difficulty in achieving coordinated stress distribution among tower sections, and severe stress concentration, which affects load-bearing capacity and service life.
The system employs a combination of snap-fit blocks, limiting plates, spring-driven limiting blocks, and limiting grooves, along with fixed anchor rods and fasteners, to achieve rapid and precise docking. The positioning plate and adjusting plate are driven by a screw and guided by a slider and groove structure to accommodate construction errors. The staggered sealing strips ensure airtightness.
It enables rapid and precise connection of tower sections, enhances the stability and reliability of the connection points, avoids loosening problems, improves construction efficiency, ensures coordinated stress distribution among tower sections, and enhances the load-bearing capacity and fatigue resistance of the structure.
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Figure CN120576037B_ABST
Abstract
Description
Technical Field
[0001] This invention belongs to the field of wind power and relates to a connection structure for prefabricated tower sections of a wind power hybrid tower. Background Technology
[0002] In the current booming development of the wind power industry, the safety and stability of wind power equipment are of paramount importance. As a key structure supporting wind turbine generators, the connection quality of the prefabricated tower sections directly affects the load-bearing capacity and service life of the entire tower. With the development of wind power towards larger scale and higher efficiency, higher requirements are being placed on the prefabricated tower section connection structure in terms of load-bearing strength, sealing performance, and ease of installation.
[0003] Common precast tower sections for wind turbine hybrid towers are often connected using bolts, with epoxy structural adhesive or other bonding materials applied to the splicing surfaces to aid the connection. The epoxy structural adhesive utilizes its molecular-level chemical bonding properties to form chemical bonds with the hydroxyl groups on the concrete surface, enhancing bond strength. Other methods involve pre-embedding reinforcing bars during the prefabrication of segmented tower sections, then welding the reinforcing bars of adjacent sections on-site to strengthen the overall connection.
[0004] Under long-term wind loads and vibrations, bolted connections are prone to loosening, leading to decreased sealing at the connection points. This allows rainwater and dust to infiltrate, accelerating component corrosion and reducing tower stability. Furthermore, bolted connections are highly susceptible to on-site construction conditions, resulting in low construction efficiency. Additionally, bolted structures present challenges for later maintenance and disassembly. Moreover, existing connection structures struggle to achieve coordinated stress distribution among tower sections under varying stress conditions, leading to stress concentration and impacting the overall structure's load-bearing capacity and service life. Summary of the Invention
[0005] The purpose of this invention is to overcome the shortcomings of the prior art and provide a prefabricated tower section connection structure for wind power hybrid towers. This structure can achieve coordinated force sharing among the tower sections, and the construction is relatively simple and efficient.
[0006] To achieve the above objectives, the present invention discloses a prefabricated tower section connection structure for wind power hybrid towers, including a first fixing plate, a second fixing plate disposed on one side of the first fixing plate, a positioning mechanism fixedly connected to the other side of the first fixing plate and the side of the second fixing plate, and a docking assembly fixedly connected to the top of the first fixing plate.
[0007] A further improvement of the prefabricated tower section connection structure for wind power hybrid towers described in this invention is as follows:
[0008] Furthermore, the docking assembly includes a first connecting plate, the bottom of which is fixedly connected to a first fixing plate. A snap-fit block is fixedly connected to the side of the first connecting plate. The front and rear ends of the snap-fit block are provided with mounting grooves. Springs are fixedly connected to both sides of the inner wall of the mounting grooves. Limiting blocks are fixedly connected to the springs. A second connecting plate is fixedly connected to the top of the second fixing plate. Limiting plates are fixedly connected to the front and rear ends of the side of the second connecting plate. Limiting grooves are provided on the side of the limiting plates. The limiting grooves are adapted to the limiting blocks. A fastening mechanism is provided through the first connecting plate and the second connecting plate.
[0009] Furthermore, the fastening mechanism includes a fixed anchor rod, which is disposed between the first connecting plate and the second connecting plate. One side of the fixed anchor rod is movably connected to a baffle plate via a rotating shaft, and the other side of the fixed anchor rod is threadedly connected to a fastener.
[0010] Furthermore, the positioning mechanism includes a positioning plate, the sides of which are fixedly connected to a first fixed plate and a second fixed plate, respectively. An adjusting plate is slidably connected to the sides of the positioning plate, and a lead screw is provided through the adjusting plate. The lead screw is movably connected to the positioning plate through a bearing.
[0011] Furthermore, sliders are fixedly connected to the top and bottom of the surface of the adjustment plate, and grooves that cooperate with the sliders are opened at the top and bottom of the rear end of the positioning plate.
[0012] Furthermore, the surface of the adjustment plate is provided with a number of positioning holes, which are equidistant from each other.
[0013] Furthermore, positioning sleeves are fixedly connected to the top and bottom of one side of the positioning plate, and the positioning sleeves are provided with internal threads.
[0014] Furthermore, a first sealing strip is fixedly connected to one side of the first fixing plate, and a second sealing strip is fixedly connected to the second fixing plate, with the first sealing strip and the second sealing strip being staggered.
[0015] Furthermore, a slot is provided on the inner cavity of the limiting groove, and a card block that cooperates with the slot is fixedly connected to the upper part of the limiting block.
[0016] This invention discloses a prefabricated tower section connection structure for wind power hybrid towers, including a first fixing plate, a second fixing plate provided on one side of the first fixing plate, a positioning mechanism fixedly connected to the other side of the first fixing plate and the side of the second fixing plate, and a docking assembly fixedly connected to the top of the first fixing plate.
[0017] The docking assembly includes a first connecting plate, the bottom of which is fixedly connected to a first fixing plate. A snap-fit block is fixedly connected to the side of the first connecting plate. The front and rear ends of the snap-fit block are provided with mounting grooves. Springs are fixedly connected to both sides of the inner wall of the mounting grooves. Limiting blocks are fixedly connected to the springs. A second connecting plate is fixedly connected to the top of the second fixing plate. Limiting plates are fixedly connected to the front and rear ends of the side of the second connecting plate. Limiting grooves are provided on the side of the limiting plates. The limiting grooves are adapted to the limiting blocks. A fastening mechanism is provided through the first connecting plate and the second connecting plate.
[0018] The fastening mechanism includes a fixed anchor rod, which is disposed between the first connecting plate and the second connecting plate. One side of the fixed anchor rod is movably connected to a baffle plate via a rotating shaft, and the other side of the fixed anchor rod is threadedly connected to a fastener.
[0019] The present invention has the following beneficial effects:
[0020] The prefabricated tower section connection structure for wind power hybrid towers described in this invention achieves rapid and precise docking through the cooperation of snap-fit blocks, limiting plates, spring-driven limiting blocks, and limiting grooves, eliminating the need for repeated alignment and significantly shortening installation time. Fixed anchor rods penetrate the connecting plate, and in conjunction with rotatable baffles and fasteners, provide a durable and stable pre-tightening force. Compared to traditional bolt connections, this effectively avoids loosening caused by long-term vibration, significantly enhancing the stability and reliability of the connection points and enabling coordinated force distribution among the tower sections. The positioning plate and adjusting plate, through screw drive and slider / slide groove guide structures, can be flexibly fine-tuned to address construction errors, ensuring accurate connection positions and high construction efficiency. Attached Figure Description
[0021] The accompanying drawings, which form part of this specification, are used to provide a further understanding of the invention. The illustrative embodiments of the invention and their descriptions are used to explain the invention and do not constitute an undue limitation of the invention. In the drawings:
[0022] Figure 1 This is a schematic diagram of the structure of Embodiment 1 of the present invention;
[0023] Figure 2 This is a schematic diagram of the connection structure between the first fixing plate and the second fixing plate in Embodiment 1 of the present invention;
[0024] Figure 3 This is a side-view perspective view of Embodiment 1 of the present invention;
[0025] Figure 4 This is a bottom-view perspective view of Embodiment 1 of the present invention;
[0026] Figure 5 This is a rear-view stereoscopic diagram of Embodiment 1 of the present invention;
[0027] Figure 6 This is a schematic diagram of the docking component according to Embodiment 1 of the present invention;
[0028] Figure 7 This is a side view of the docking assembly according to Embodiment 1 of the present invention;
[0029] Figure 8 This is a schematic diagram of the structure of the first connecting plate in Embodiment 1 of the present invention;
[0030] Figure 9 This is a schematic diagram of the positioning plate according to Embodiment 1 of the present invention.
[0031] Among them, 1 is the first fixing plate, 2 is the second fixing plate, 3 is the positioning mechanism, 31 is the positioning plate, 32 is the adjusting plate, 33 is the lead screw, 4 is the docking assembly, 41 is the first connecting plate, 42 is the snap-fit block, 43 is the mounting groove, 44 is the spring, 45 is the limiting block, 46 is the second connecting plate, 47 is the limiting plate, 48 is the limiting groove, 49 is the fastening mechanism, 491 is the fixed anchor rod, 492 is the baffle, 493 is the fastener, 5 is the slider, 6 is the sliding groove, 7 is the positioning hole, 8 is the positioning sleeve, 9 is the first sealing strip, 10 is the second sealing strip, 11 is the snap-fit groove, and 12 is the snap-fit block. Detailed Implementation
[0032] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.
[0033] In the description of this invention, it should be understood that the terms "comprising" and "including" indicate the presence of the described features, integrals, steps, operations, elements and / or components, but do not exclude the presence or addition of one or more other features, integrals, steps, operations, elements, components and / or collections thereof.
[0034] It should also be understood that the terminology used in this specification is for the purpose of describing particular embodiments only and is not intended to limit the invention. As used in this specification and the appended claims, the singular forms “a,” “an,” and “the” are intended to include the plural forms unless the context clearly indicates otherwise.
[0035] It should also be further understood that the term "and / or" as used in this specification and the appended claims refers to any combination and all possible combinations of one or more of the associated listed items, and includes such combinations. For example, A and / or B can represent three cases: A alone, A and B simultaneously, and B alone. Additionally, the character " / " in this invention generally indicates that the preceding and following objects have an "or" relationship.
[0036] It should be understood that although terms such as first, second, third, etc., may be used in the embodiments of the present invention to describe the preset range, these preset ranges should not be limited to these terms. These terms are only used to distinguish the preset ranges from one another. For example, without departing from the scope of the embodiments of the present invention, the first preset range may also be referred to as the second preset range, and similarly, the second preset range may also be referred to as the first preset range.
[0037] Depending on the context, the word "if" as used here can be interpreted as "when," "when," "in response to determination," or "in response to detection." Similarly, depending on the context, the phrase "if determination" or "if detection (of the stated condition or event)" can be interpreted as "when determination," "in response to determination," "when detection (of the stated condition or event)," or "in response to detection (of the stated condition or event)."
[0038] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of the present invention. The components of the embodiments of the present invention described and shown in the accompanying drawings can generally be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.
[0039] The accompanying drawings illustrate various structural schematic diagrams according to embodiments disclosed in this invention. These drawings are not to scale, and some details have been enlarged for clarity, and some details may have been omitted. The shapes of the various regions and layers shown in the drawings, as well as their relative sizes and positional relationships, are merely exemplary and may deviate from reality due to manufacturing tolerances or technical limitations. Furthermore, those skilled in the art can design regions / layers with different shapes, sizes, and relative positions as needed.
[0040] refer to Figures 1 to 9The prefabricated tower section connection structure of the wind power hybrid tower of the present invention includes a first fixing plate 1, a second fixing plate 2 is provided on one side of the first fixing plate 1, and a positioning mechanism 3 is fixedly connected to the other side of the first fixing plate 1 and the side of the second fixing plate 2. A docking assembly 4 is fixedly connected to the top of the first fixing plate 1. The docking assembly 4 includes a first connecting plate 41, the bottom of the first connecting plate 41 is fixedly connected to the first fixing plate 1, and a snap-fit block 42 is fixedly connected to the side of the first connecting plate 41. The front end and the rear end of the snap-fit block 42 are provided with mounting grooves 43. Springs 44 are fixedly connected to both sides of the inner wall of the mounting groove 43. Limiting blocks 45 are fixedly connected to the springs 44. A second connecting plate 46 is fixedly connected to the top of the second fixing plate 2. A limiting plate 47 is fixedly connected to the front end and the rear end of one side of the second connecting plate 46. A limiting groove 48 is provided on one side of the limiting plate 47. The limiting groove 48 is adapted to the limiting block 45. A fastening mechanism 49 is provided through the first connecting plate 41 and the second connecting plate 46.
[0041] The positioning plate 31 is securely connected to the first fixing plate 1 and the second fixing plate 2 via chemical anchoring. The groove 6 on the surface of the positioning plate 31 has a dovetail groove structure, forming a sliding pair with the slider 5 at the bottom of the adjusting plate 32, enabling smooth sliding of the adjusting plate 32. The end of the lead screw 33 is movably connected to the positioning plate 31 via a bearing. Rotating the lead screw 33 drives the adjusting plate 32 to move along the direction of the groove 6. The positioning holes 7 evenly distributed on the surface of the adjusting plate 32 cooperate with the positioning sleeves 8 on the positioning plate 31, achieving precise positioning and fastening through high-strength bolts. The spring 44 in the mounting groove 43 has good elasticity and fatigue resistance. To ensure that the limiting block 45 maintains a stable clamping force during long-term use, the head of the limiting block 45 is designed with a chamfered structure for easy and quick insertion into the limiting groove 48. The dimensions of the limiting groove 48 are precisely matched with the limiting block 45 to ensure docking accuracy. The fixed anchor rod 491 is made of high-strength precision-rolled threaded steel bar, which has excellent tensile strength and fatigue resistance. The baffle 492 is movably connected to the fixed anchor rod 491 through a rotating shaft, and the angle can be flexibly adjusted to adapt to different installation requirements. The fastener 493 uses a matching precision-rolled nut to form a reliable threaded connection with the fixed anchor rod 491, ensuring the tightness and stability of the connection.
[0042] The design of the sliding groove 6 and the slider 5 ensures smooth sliding and precise positioning of the adjusting plate 32, effectively improving the installation accuracy and reliability of the positioning mechanism 3. The structure of the lead screw 33 driving the adjusting plate 32 allows for flexible adjustment of the connection position, adapting to installation requirements under different working conditions. The design of the locking block 42 and the limiting plate 47, driven by the spring 44, allows the limiting block 45 to engage with the limiting groove 48, achieving rapid docking and initial fixation, simplifying the installation process. The chamfered structure at the head of the limiting block 45 reduces the guiding resistance during docking, making the docking operation more convenient and efficient.
[0043] The fastening mechanism 49 includes a fixed anchor rod 491, which is disposed between the first connecting plate 41 and the second connecting plate 46. One side of the fixed anchor rod 491 is movably connected to a baffle 492 via a rotating shaft, and the other side of the fixed anchor rod 491 is threadedly connected to a fastener 493. The fixed anchor rod 491 passes through the first connecting plate 41 and the second connecting plate 46, and forms a two-way constraint through the baffle 492 and the fastener 493. It can adjust the angle through the rotating shaft to adapt to different installation requirements, and can provide a stable preload through the threaded connection to ensure that the connection does not loosen under long-term vibration. The fixed anchor rod 491 cooperates with the docking assembly 4 to make the first fixed plate 1 and the second fixed plate 2 form a whole when under force, which effectively improves stress distribution, reduces local stress concentration, and improves the load-bearing capacity and fatigue resistance of the structure.
[0044] The positioning mechanism 3 includes a positioning plate 31. One side of the positioning plate 31 is fixedly connected to the first fixed plate 1 and the second fixed plate 2 respectively. The other side of the positioning plate 31 is slidably connected to an adjusting plate 32. A lead screw 33 is provided through the adjusting plate 32. The lead screw 33 is movably connected to the positioning plate 31 through a bearing. The sliding connection design between the positioning plate 31 and the adjusting plate 32, driven by the lead screw 33, enables fine-tuning of the position, which can adapt to different construction errors and terrain changes, and improve the installation accuracy and adaptability of the connection structure.
[0045] The top and bottom of the adjusting plate 32 are fixedly connected with sliders 5. The top and bottom of the rear end of the positioning plate 31 are provided with slide grooves 6 that cooperate with sliders 5. The sliders 5 cooperate with slide grooves 6 to limit the movement direction of the adjusting plate 32, ensure the smooth transmission of load in the positioning mechanism 3, and enhance the overall rigidity and stability of the connection part.
[0046] A number of positioning holes 7 are provided on one side of the surface of the adjusting plate 32. The positioning holes 7 are equidistant from each other. The positioning holes 7 are fixed with high-strength bolts, so that the adjusting plate 32 can be quickly and accurately locked in position after adjustment, reducing construction time and errors and improving installation efficiency.
[0047] Positioning sleeves 8 are fixedly connected to the top and bottom of one side of the positioning plate 31. The positioning sleeves 8 have internal threads. The internal thread design of the positioning sleeves 8 forms a mechanical engagement with the high-strength bolts, effectively resisting tensile and shear forces, enhancing the connection strength between the positioning mechanism 3 and the tower section, and preventing displacement or loosening under wind loads.
[0048] A first sealing strip 9 is fixedly connected to one side of the first fixing plate 1, and a second sealing strip 10 is fixedly connected to one side of the second fixing plate 2. The first sealing strip 9 and the second sealing strip 10 are staggered. The staggered arrangement of the first sealing strip 9 and the second sealing strip 10 forms a sealing structure at the splicing surface, effectively blocking the intrusion of rainwater, sand and dust, protecting the internal connecting parts from corrosion, and extending the service life of the structure. The elastic design of the sealing strip can adapt to the slight deformation of the tower section under load, maintain the stability of the sealing performance, and ensure that the sealing effect does not decrease during long-term use.
[0049] A slot 11 is provided on one side of the inner cavity of the limiting groove 48, and a locking block 12 that cooperates with the slot 11 is fixedly connected to one side of the limiting block 45. The cooperation between the slot 11 and the locking block 12 forms a secondary lock between the limiting block 45 and the limiting groove 48, preventing the limiting block 45 from accidentally coming off due to vibration or wind load, thereby improving the reliability and safety of the docking assembly 4. The increased contact area between the locking block 12 and the slot 11 makes the load distribution more uniform, reduces local stress concentration, and extends the fatigue life of the connection part.
[0050] Mounting blocks are fixedly connected to one side of the first connecting plate 41 and one side of the second connecting plate 46. The bottom of the mounting blocks is fixedly connected to the first fixing plate 1 and the second fixing plate 2 respectively by bolts. The combination of mounting blocks and bolts forms a detachable connection between the first connecting plate 41, the second connecting plate 46 and the fixing plate, which facilitates factory prefabrication and on-site assembly and shortens the construction cycle.
[0051] A mounting hole is provided on one side of the snap-fit block 42, and one side of the fixing anchor rod 491 passes through the inner cavity of the mounting hole. The fixing anchor rod 491 passes through the mounting hole of the snap-fit block 42, so that the docking assembly 4 and the fastening mechanism 49 form a continuous force transmission path, ensuring that the load is smoothly transferred from one tower section to another, and improving the mechanical performance of the overall structure.
[0052] The working principle of this invention is as follows:
[0053] Due to construction errors caused by different installation environments, the adjusting plate 32 is driven by rotating the lead screw 33. The slider 5 at the bottom of the adjusting plate 32 slides smoothly along the groove 6 on the surface of the positioning plate 31, achieving fine-tuning of the position. When the adjusting plate 32 moves to the appropriate position, the high-strength bolt is passed through the positioning hole 7 and the positioning sleeve 8 to precisely lock the adjusting plate 32 and the positioning plate 31. During installation, the first fixing plate 1 and the second fixing plate 2 are brought close together, and the limiting block 45 of the locking block 42 on the first connecting plate 41 and the limiting block 47 of the upper plate 47 on the second connecting plate 46 are engaged. With the slots 48 aligned, and the head of the limiting block 45 designed with a chamfered structure, when the two are close together, the limiting block 45 can smoothly enter the limiting slot 48 under the guidance. As they get closer, the spring 44 is compressed. When the limiting block 45 is fully inside the limiting slot 48, it pushes the limiting block 45 to be tightly locked into the limiting slot 48. After the limiting block 45 is locked into the limiting slot 48, the locking block 12 is further locked into the locking groove 11, forming a secondary lock. This achieves the initial and rapid docking of the first fixing plate 1 and the second fixing plate 2, greatly simplifying the installation process and reducing the difficulty of docking.
[0054] After the initial docking is completed, the fixed anchor rod 491 passes through the mounting holes of the first connecting plate 41, the snap-fit block 42, and the second connecting plate 46. On one side of the fixed anchor rod 491, the baffle 492 rotates flexibly through the shaft and fits against the surface of the first connecting plate 41. On the other side, the matching nut is threaded to the fixed anchor rod 491 and tightened. The baffle 492 and the fastener 493 form a bidirectional constraint, providing a stable preload for the connection. Under long-term wind vibration, the high-strength fixed anchor rod 491 cooperates with the docking assembly 4 to make the first fixed plate 1 and the second fixed plate 2 form a whole when under force, effectively improving stress distribution, reducing local stress concentration, significantly improving the load-bearing capacity and fatigue resistance of the connection structure, and ensuring that the connection is stable and does not loosen for a long time.
[0055] The first sealing strip 9 and the second sealing strip 10, which are interleaved on the first fixing plate 1 and the second fixing plate 2, form a tight sealing structure after the first fixing plate 1 and the second fixing plate 2 are mated together. These sealing strips are elastic and can adapt to the slight deformation of the tower section under wind load, effectively blocking the intrusion of external pollutants such as rainwater and sand, protecting the internal connecting parts from corrosion, and thus extending the service life of the connecting structure.
[0056] Other embodiments of the invention will readily occur to those skilled in the art upon consideration of the specification and disclosure of the invention. This application is intended to cover any variations, uses, or adaptations of the invention that follow the general principles of the invention and include common knowledge or customary techniques in the art not disclosed herein. The specification and examples are to be considered exemplary only, and the true scope and spirit of the invention are indicated by the following claims.
[0057] It should be understood that the present invention is not limited to the precise structure described above and shown in the accompanying drawings, and various modifications and changes can be made without departing from its scope. The scope of the invention is limited only by the appended claims.
[0058] The above description is merely a preferred embodiment of the present invention and does not constitute any limitation on the present invention. Any simple modifications, alterations, or equivalent structural changes made to the above embodiments based on the technical essence of the present invention shall still fall within the protection scope of the present invention.
Claims
1. A prefabricated tower section connection structure for wind power hybrid towers, characterized in that, It includes a first fixing plate (1), a second fixing plate (2) is provided on one side of the first fixing plate (1), a positioning mechanism (3) is fixedly connected to the other side of the first fixing plate (1) and the side of the second fixing plate (2), and a docking assembly (4) is fixedly connected to the top of the first fixing plate (1). The docking assembly (4) includes a first connecting plate (41), the bottom of the first connecting plate (41) is fixedly connected to the first fixing plate (1), a snap-fit block (42) is fixedly connected to the side of the first connecting plate (41), the front end and the rear end of the snap-fit block (42) are provided with mounting grooves (43), the inner walls of the mounting grooves (43) are fixedly connected to both sides of the inner walls of the mounting grooves (43), a limit block (45) is fixedly connected to the springs (44), the top of the second fixing plate (2) is fixedly connected to a second connecting plate (46), the front end and the rear end of the side of the second connecting plate (46) are fixedly connected to a limit plate (47), a limit groove (48) is provided on the side of the limit plate (47), the limit groove (48) is adapted to the limit block (45), and a fastening mechanism (49) is provided through between the first connecting plate (41) and the second connecting plate (46). The fastening mechanism (49) includes a fixed anchor rod (491), which is disposed between the first connecting plate (41) and the second connecting plate (46). A baffle (492) is movably connected to one side of the fixed anchor rod (491) via a rotating shaft, and a fastener (493) is threaded to the other side of the fixed anchor rod (491).
2. The prefabricated tower section connection structure for wind power hybrid towers according to claim 1, characterized in that, The positioning mechanism (3) includes a positioning plate (31), the side of which is fixedly connected to the first fixing plate (1) and the second fixing plate (2) respectively. An adjusting plate (32) is slidably connected to the side of the positioning plate (31), and a lead screw (33) is provided through the adjusting plate (32). The lead screw (33) is movably connected to the positioning plate (31) through a bearing.
3. The prefabricated tower section connection structure for wind power hybrid towers according to claim 2, characterized in that, The top and bottom of the surface of the adjustment plate (32) are fixedly connected with sliders (5), and the top and bottom of the rear end of the positioning plate (31) are provided with grooves (6) that cooperate with the sliders (5).
4. The prefabricated tower section connection structure for wind power hybrid towers according to claim 2, characterized in that, The surface of the adjustment plate (32) is provided with a plurality of positioning holes (7), and the positioning holes (7) are equidistant from each other.
5. The prefabricated tower section connection structure for wind power hybrid towers according to claim 2, characterized in that, Positioning sleeves (8) are fixedly connected to the top and bottom of one side of the positioning plate (31), and the positioning sleeves (8) are provided with internal threads.
6. The prefabricated tower section connection structure for wind power hybrid towers according to claim 1, characterized in that, A first sealing strip (9) is fixedly connected to one side of the first fixing plate (1), and a second sealing strip (10) is fixedly connected to the second fixing plate (2). The first sealing strip (9) and the second sealing strip (10) are staggered.
7. The prefabricated tower section connection structure for wind power hybrid towers according to claim 1, characterized in that, The inner cavity of the limiting groove (48) is provided with a slot (11), and the upper part of the limiting block (45) is fixedly connected with a card block (12) that cooperates with the slot (11).
Citation Information
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