Cylinder bottom platform of concrete wind power tower cylinder
By designing a concrete wind power tower bottom platform including a central frame, support beam, screw, mobile base, support block and positioning rod, the problems of low installation efficiency and large manpower investment in the prior art are solved, and the precise arrangement and assembly efficiency of tower tube sheets are improved.
Patent Information
- Application Number
- CN202411833047.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-13
- Publication Date
- 2025-03-14
AI Technical Summary
It is difficult to accurately adjust the position when installing the pipe sheets of the existing wind power tower bottom platform, resulting in low installation efficiency and a lot of manpower is required to make manual adjustments.
A concrete wind power tower base platform is designed, including a central frame, support beam, screw, mobile base, support block and positioning rod. The screw drives the moving base to move on the support beam, and cooperates with the adjustment of the support block and the positioning rod to achieve accurate position adjustment of the tower tube sheet.
The precise arrangement of the tower tube sheet on the bottom platform is achieved, the assembly efficiency is improved, manpower investment is reduced, and the stability and safety of the tower is ensured.
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Figure CN119616778A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of wind power towers, and in particular to a bottom platform of a concrete wind power tower. Background Art
[0002] The wind turbine tower is the tower pole of wind power generation. It mainly plays a supporting role in the wind turbine generator set and absorbs the vibration of the unit. At present, wind turbine generator sets are gradually developing towards high power and high altitude. With the promotion of prefabricated concrete technology in my country, the application of segmented prefabricated concrete towers in the field of wind power generation is becoming more and more common, which effectively makes up for the low stiffness and small diameter of flexible steel towers. Since the wind turbine tower is affected by wind loads and fatigue stress for a long time, in order to ensure the stability and safety of the wind turbine tower and avoid the instability and collapse of the tower in extreme cases, it is often necessary to improve the bottom platform of the tower. In a bottom platform known to the inventor, during the installation operation, the pipe segment is first placed on the bottom platform and fixed directly, and then the subsequent pipe segments are placed. However, when placing the pipe segment on the bottom platform of the cylinder, its radial position on the bottom platform of the cylinder often has a certain deviation. In this case, the pipe segment can only be lifted by a crane, and the staff supports and guides the pipe segment and manually adjusts the position of the pipe segment so that the pipe segment is placed on the bottom platform of the cylinder again. This process is relatively cumbersome, the installation efficiency is low, and it consumes a lot of manpower.
[0003] Therefore, it is urgent to propose a tube bottom platform that can ensure that the segments can be accurately arranged on the platform and has high assembly efficiency. Summary of the invention
[0004] The purpose of the present invention is to provide a bottom platform of a concrete wind turbine tower to solve the problems existing in the above-mentioned prior art, and to effectively fine-tune the position of the tower segments to ensure that the segments can be accurately arranged on the bottom platform with high assembly efficiency.
[0005] To achieve the above-mentioned purpose, the present invention provides the following scheme: a bottom platform of a concrete wind power tower is provided, comprising: a center frame; the center frame is a regular polygonal structure including a plurality of side edges; a support beam; the support beam comprises a plurality of support beams, and the support beams are connected to each of the side edges of the center frame in a one-to-one correspondence; any one of the support beams extends radially with the center of the center frame as the starting point; a screw, a through groove for accommodating the screw is provided on the support beam along its own axis, both ends of the screw are rotatably connected to the support beam, and the main body of the screw is located in the through groove; a movable base, the movable base is connected to the screw The rod is connected by threaded transmission, and the movable base moves along the length direction of the through groove; the support block, any one of the movable bases includes two support blocks, which are a first support block and a second support block arranged opposite to each other, and the relative areas of the first support block and the second support block form a tower accommodating area for accommodating tower segments; a slide groove is provided on the movable base, and the first support block and the second support block are both slidably connected to the slide groove and are used to adjust the size of the tower accommodating area, and the first support block and the second support block are both provided with positioning rods for abutting against the tower segments arranged in the tower accommodating area.
[0006] Preferably, the positioning rod is threadedly connected to the support block, a hand wheel is rotatably connected to a side of the support block away from the positioning rod, and the hand wheel is fixedly connected to the positioning rod.
[0007] Preferably, the through groove passes through the upper top surface and the lower bottom surface of the support beam; a connecting piece is fixedly provided on the lower bottom surface of the movable base, the connecting piece is threadedly connected to a connecting rod, and a support plate is fixedly connected to the bottom of the connecting rod.
[0008] Preferably, the support plate includes a first plate and a second plate, and the first plate and the second plate are slidably connected.
[0009] Preferably, a leveling foot is provided on the bottom surface of each side of the center frame, and the leveling foot includes a base plate, a turntable, a screw rod and a push rod; the turntable is rotatably arranged on the base plate, the turntable and the screw rod are connected by a threaded transmission, the side of the screw rod away from the base plate is connected to the push rod, and the push rod is connected to the bottom surface of the center frame.
[0010] Preferably, the leveling foot is provided on the end of the support beam away from the center frame, and the top rod of the leveling foot is connected to the bottom surface of the support beam.
[0011] Preferably, it also includes an inclined tie rod for diagonally supporting between the support beam and the tower segment, one end of the inclined tie rod is hinged to the support beam, and the other end is used to connect with the tower segment.
[0012] Preferably, a transverse tie rod is provided between adjacent support beams.
[0013] Preferably, a plurality of the positioning rods are provided on any one of the support blocks, and any one of the positioning rods is correspondingly connected to the hand wheel.
[0014] Preferably, a clamping slot is provided on the support beam, the notch of the clamping slot faces the through slot, and the movable base is slidably engaged with the clamping slot.
[0015] Compared with the prior art, the present invention has achieved the following technical effects:
[0016] The present invention controls the rotation of the screw rod according to the size of the tower tube segment, and drives the movable base to move on the support beam through the screw rod; at the same time, the first support block and the second support block on the movable base are moved away from each other, and a tower accommodating area is formed between the two support blocks, so that the straight-line distance between the tower accommodating area and the center point of the center frame matches the radius distance of the tower tube segment; the tower tube segment is transported to the tower accommodating area by a transportation device, and the first support block and the second support block are controlled to approach each other on the movable base until the positioning rod can abut against the tower tube segment, and the tower tube segment is stably limited by the positioning rod; the radial position of the tower tube segment is detected, and the position of the movable base on the support beam is fine-tuned by rotating the screw rod. When the movable base moves, it can drive the tower tube segment to move synchronously, and the position of the tower tube segment on the support beam is accurately adjusted, so that the tower tube segment and the center frame can be concentric; the present invention does not need to lift the tube segment by a crane, and the staff supports and guides the tube segment to adjust the position of the tube segment; the present invention can ensure that the tube segment can be accurately arranged on the bottom platform of the tube, and the assembly efficiency is high. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative labor.
[0018] Figure 1 It is a schematic diagram of the overall device of the present invention;
[0019] Figure 2 for Figure 1 A partial enlarged view of
[0020] Figure 3 for Figure 1 a partial enlarged view of another position of
[0021] Figure 4 This is a schematic diagram of the overall device of the present invention from another perspective;
[0022] Figure 5 It is a bottom view schematic diagram of the overall device of the present invention;
[0023] Figure 6 This is a schematic diagram of the assembly of the mobile base of the present invention;
[0024] Figure 7 This is a schematic diagram of the leveling support foot of the present invention;
[0025] Figure 8 It is a schematic diagram of the card slot of the present invention.
[0026] Among them, 1. center frame; 2. side; 3. support beam; 4. through groove; 5. screw; 6. movable base; 7. first support block; 8. second support block; 9. slide groove; 10. slider; 11. positioning rod; 12. tower tube segment; 13. hand wheel; 14. connecting piece; 15. connecting rod; 16. support plate; 17. slot; 18. first plate; 19. second plate; 20. leveling support foot; 21. bottom plate; 22. turntable; 23. screw; 24. top rod; 25. diagonal rod; 26. horizontal rod; 27. reinforcing beam. DETAILED DESCRIPTION
[0027] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0028] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments.
[0029] Please refer to Figure 1-8As shown, in this embodiment, a bottom platform of a concrete wind power tower is provided, including a center frame 1, the center frame 1 is a regular polygon structure, the center frame 1 includes a plurality of side edges 2, and preferably, the center frame 1 is a regular octagon structure. A support beam 3 is connected to each side edge 2 of the center frame 1, and the support beam 3 takes the center of the center frame 1 as a starting point and extends radially outward. Preferably, the connection position between the support beam 3 and the side edge 2 is located in the middle of the side edge 2, and the support beam 3 and the side edge 2 of the center frame 1 are preferably connected by welding or by bolts. The plurality of support beams 3 are evenly arranged so that the two support beams 3 opposite to the center frame 1 are aligned with each other and located in the same straight line. A through groove 4 is provided on the support beam 3, and the through groove 4 is provided along the axis of the support beam 3. Preferably, the center line of the through groove 4 coincides with the center line of the support beam 3. The main body of the screw 5 is arranged in the through groove 4, and preferably, the center line of the screw 5 coincides with the center line of the through groove 4. The two ends of the screw 5 are rotatably connected to the support beam 3. The movable base 6 is connected to the screw rod 5 by a threaded transmission. When the screw rod 5 rotates, the movable base 6 can be driven to move along the axis of the screw rod 5, that is, the movable base 6 can move along the length direction of the through slot 4. Any movable base 6 includes two support blocks, which are respectively a first support block 7 and a second support block 8. The first support block 7 and the second support block 8 are arranged opposite to each other. A tower accommodating area is formed in the area opposite to the first support block 7 and the second support block 8. The tower tube segment 12 can be accommodated in the tower accommodating area. A slide groove 9 is provided on the movable base 6. The first support block 7 and the second support block 8 are slidably connected to the slide groove 9. Preferably, the first support block 7 and the second support block 8 are slidably connected to the slide groove 9 through a slider 10. When the first support block 7 or the second support block 8 is moved into place, the slider 10 is fixed to the movable base 6 by bolts, etc., so as to limit the first support block 7 and the second support block 8. When the first support block 7 and the second support block 8 move relative to each other, the size of the tower accommodating area can be adjusted. Positioning rods 11 are provided on both the first supporting block 7 and the second supporting block 8 . The positioning rods 11 are located in the tower accommodating area. The tower segments 12 located in the tower accommodating area can be abutted by the positioning rods 11 .
[0030] Working principle: S1. Arrange the center frame 1 in the preset site. The preset site needs to be flat, solid and have good drainage measures. Preferably, the compaction coefficient should be no less than 0.95 and the foundation bearing capacity should be no less than 10t / m 2 , the plurality of support beams 3 are completely spliced with the central frame 1, so that the two support beams 3 opposite to the central frame 1 are aligned with each other and are located in the same straight line;
[0031] S2. Level the center frame 1 and the support beam 3 so that the working surfaces of the center frame 1 and the support beam 3 are on the same horizontal plane; the height difference between the center frame 1 and the support beam 3 should be controlled within 1mm. During the leveling, the jack can be used to assist the leveling, and the jack can support the center frame 1 and the support beam 3. After the leveling is completed, the center frame 1 and the support beam 3 are fastened with bolts, and the jack is unloaded and withdrawn.
[0032] S3, according to the size of the tower segment 12, control the screw 5 to rotate, and drive the movable base 6 to move on the support beam 3 through the screw 5; make the first support block 7 and the second support block 8 on the movable base 6 move away from each other, and form a tower accommodating area between the two support blocks;
[0033] S4. Use a crane to transport the tower segment 12. The crane and the segment assemblers cooperate with each other to transport the tower segment 12 to the tower accommodating area. Control the first support block 7 and the second support block 8 to move closer to each other on the moving base 6, reduce the size of the tower accommodating area, until the positioning rod 11 can abut against the tower segment 12, and limit the tower segment 12 by the positioning rod 11;
[0034] S5. Detect the radial position of the tower segment 12, and fine-tune the position of the movable base 6 on the support beam 3 by rotating the screw 5. The movable base 6 can drive the tower segment 12 to move synchronously when moving, and accurately adjust the position of the tower segment 12 on the support beam 3 so that the tower segment 12 and the center frame 1 can be concentric; when there is an error in the installation position of the tower segment 12, there is no need to lift the segment by a crane, and the staff can support and guide the segment to adjust the position of the segment; the present invention can ensure that the segment can be accurately arranged on the bottom platform of the tube, and the assembly efficiency is high. According to the design process requirements, the vertical surface of the segment of the installed tower segment 12 is selected to be coated with epoxy resin glue or affixed with nitrile cork rubber pads.
[0035] S6. Repeat steps S3, S4 and S5 on the remaining support beams 3, and set the remaining tower segments 12 on the support beams 3. The distance between adjacent tower segments 12 is no more than 30 mm. Use bolts to fasten adjacent tower segments 12. Preferably, use arc bolts, pass through the reserved holes on the two tower segments 12, and connect nuts. At this time, do not set the torque of the arc bolts to the design value. At the same time, before using the arc bolts, the arc bolt threads and nuts should be coated with molybdenum disulfide.
[0036] S7. After the segments are ringed, the inner and outer diameters shall be inspected by using a steel tape measure to measure in four directions at intervals of approximately 45° on the same horizontal measurement section;
[0037] S8. Use a leveling instrument to measure the horizontality of the concrete tower;
[0038] The allowable deviation of prefabricated tower assembly inspection is:
[0039]
[0040]
[0041] S9. The position of the movable base 6 on the support beam 3 can be fine-tuned. The movable base 6 can drive the tower tube segment 12 to be fine-tuned synchronously when moving. After the tube segment is ringed and the measured data meets the design requirements, all bolts are torqued. According to the design value, it is hit twice, 50% for the first time and 100% for the second time; after completion, the anti-loosening line is drawn. Before torqueing, the position angle of the inclined gasket should be adjusted to make it fit the concrete surface and minimize the gap between it and the nut and the hexagonal head of the arc bolt.
[0042] S10. Smooth and beautify the epoxy resin glue squeezed out of the vertical seams.
[0043] In one embodiment, the positioning rod 11 is connected to the support block by threads, and the positioning rod 11 can be screwed out or screwed in on the support block. A hand wheel 13 is rotatably provided on the end of the support block away from the positioning rod 11, and the hand wheel 13 is fixedly connected to the positioning rod 11. When the hand wheel 13 is rotated, the positioning rod 11 can be controlled to be screwed in or out on the support block, thereby adjusting the position of the positioning rod 11. The screwing out amount of the positioning rod 11 on the first support block 7 and the second support block 8 can be controlled automatically, and the positioning rod 11 is required to be able to stably abut against the tower tube segment 12 to limit the position.
[0044] In this embodiment, the through slot 4 passes through the upper top surface and the lower bottom surface of the support beam 3, and the lower bottom surface of the movable base 6 is fixedly provided with a connecting member 14, and the connecting member 14 is preferably located below the through slot 4. When the movable base 6 moves, it can drive the connecting member 14 to move synchronously. A vertically arranged threaded hole is provided in the connecting member 14, and the connecting member 14 is threadedly connected with the connecting rod 15 through the threaded hole. When the connecting rod 15 is controlled to rotate, the connecting rod 15 can be screwed out or screwed in from the connecting member 14, and a support plate 16 is fixedly connected to the lower part of the connecting rod 15. When the connecting rod 15 is screwed out, it can drive the support plate 16 to move downward, so that the support plate 16 contacts the ground, and the movable base 6 and the support beam 3 can be supported by the support plate 16.
[0045] In this embodiment, a plurality of positioning rods 11 are provided on any support block. The plurality of positioning rods 11 are arranged in parallel and parallel to each other. A hand wheel 13 is correspondingly connected to any positioning rod 11, and the rotation amount of each positioning rod 11 can be individually adjusted, so that each positioning rod 11 can be well contacted with the tower segment 12.
[0046] During operation, the movable base 6 is driven by the screw rod 5 to move along the length direction of the support beam 3. When the tower tube segment 12 is placed in the tower accommodation area on the movable base 6, the positions of the first support block 7 and the second support block 8 on the movable base 6 are adjusted so that the positioning rods 11 on the first support block 7 and the second support block 8 initially abut against the tower tube segment 12. After that, the positioning rods 11 can be driven to rotate by the hand wheel 13 so that the positioning rods 11 are screwed out or screwed in. The extension amount of each positioning rod 11 is adjusted so that the positioning rods 11 can reliably abut against the tower tube segment 12 and limit the tower tube segment 12. After that, the connecting rod 15 at the bottom of the movable base 6 is controlled to be screwed out from the connecting member 14, driving the support plate 16 to move downward so that the support plate 16 can contact the ground and support the movable base 6 and the support beam 3. At the same time, in the radial direction, the support plate 16 is close to the downward projection of the tower tube segment 12, and the weight of the tower tube segment 12 can be effectively shared by the support plate 16.
[0047] In this embodiment, a slot 17 is provided on the support beam 3. The slot 17 is located on both sides of the through slot 4 and is connected to the through slot 4. The notch of the slot 17 faces the through slot 4. The slot 17 is also arranged along the length direction of the support beam 3. The main body of the movable base 6 is arranged in the through slot 4. Both sides of the movable base 6 can be engaged in the slot 17 on the support beam 3. At the same time, the movable base 6 can slide in the slot 17. A lubricating medium is coated between the movable base 6 and the slot 17. The movable base 6 can be limited on the support beam 3 by the slot 17. The slot 17 can be a rectangular slot or an arc slot. The screw 5 is fixedly connected to the screw driving disk, and the screw driving disk is rotatably connected to the support beam 3. The rotation of the screw driving disk can drive the screw 5 to rotate, thereby controlling the movable base 6 to move along the axis of the screw 5.
[0048] In this embodiment, the support plate 16 includes a first plate 18 and a second plate 19, and the first plate 18 is slidably connected to the second plate 19, and the second plate 19 can be controlled to be withdrawn from the first plate 18, thereby increasing the effective support area of the support plate 16. Preferably, the second plate 19 is slidably connected to the first plate 18 through a guide rod, and the guide rod can limit the sliding direction of the second plate 19.
[0049] In one embodiment, a leveling foot 20 is provided on the bottom surface of each side 2 of the center frame 1. Preferably, the leveling foot 20 is provided in the middle of the side 2. The leveling foot 20 includes a bottom plate 21, a turntable 22, a screw 23 and a push rod 24. The turntable 22 is rotatably connected to the bottom plate 21. The turntable 22 and the screw 23 are connected by a threaded transmission. When the turntable 22 rotates, the screw 23 can be driven to rotate out of or in the turntable 22. The top of the screw 23 is connected to the bottom surface of the center frame 1 through the push rod 24. When working, the leveling foot 20 can be supported on the ground. By rotating the turntable 22, the screw 23 is rotated out or in, and the screw 23 drives the push rod 24 to move up and down, thereby leveling the center frame 1.
[0050] In this embodiment, a leveling foot 20 is also provided at the end of the support beam 3 away from the center frame 1. The leveling foot 20 is preferably located at the center of the far end of the support beam 3, and the top rod 24 of the leveling foot 20 is connected to the bottom surface of the support beam 3. After the center frame 1 is leveled, the support beam 3 can be further leveled by the leveling foot 20 on the support beam 3. All the support beams 3 are located in the same horizontal plane, and the levelness of each support beam 3 is not greater than 0.5 mm. During the leveling operation, a jack is provided to provide auxiliary support for the support beam 3 and the center frame 1 to ensure the stable leveling operation.
[0051] In one embodiment, a diagonal tie rod 25 is provided on the support beam 3, the diagonal tie rod 25 is hinged to the support beam 3, and the other end of the diagonal tie rod 25 is connected to the tower segment 12. The tower segment 12 can be supported by the diagonal tie rod 25 to prevent the tower segment 12 from tipping over. In this embodiment, a transverse tie rod 26 is provided on the adjacent support beam 3, and the transverse tie rod 26 is preferably provided at the far end of the support beam 3. The adjacent support beam 3 can be fixed and limited by the transverse tie rod 26 to improve the stability of the overall device. A plurality of reinforcing beams 27 are provided inside the center frame 1 to ensure that the center frame 1 has excellent strength.
[0052] It should be noted that it is obvious to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the present invention can be implemented in other specific forms without departing from the spirit or essential features of the present invention. Therefore, the embodiments should be regarded as exemplary and non-restrictive from any point of view, and the scope of the present invention is defined by the appended claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims are included in the present invention. Any reference numerals in the claims should not be regarded as limiting the claims involved.
[0053] The present invention uses specific examples to illustrate the principles and implementation methods of the present invention. The above examples are only used to help understand the method and core ideas of the present invention. At the same time, for those skilled in the art, according to the ideas of the present invention, there will be changes in the specific implementation methods and application scope. In summary, the content of this specification should not be understood as limiting the present invention.
Claims
1. A bottom platform of a concrete wind power tower, characterized in that: include: A center frame (1); the center frame (1) is a regular polygonal structure including a plurality of side edges (2); Support beams (3); the support beams (3) include a plurality of support beams (3), the support beams (3) being connected to each of the side edges (2) of the central frame (1) in a one-to-one correspondence; any one of the support beams (3) extends radially in a radial direction starting from the center of the central frame (1); A screw rod (5), wherein a through groove (4) for accommodating the screw rod (5) is provided on the support beam (3) along its axis, both ends of the screw rod (5) are rotatably connected to the support beam (3), and the main body of the screw rod (5) is located in the through groove (4); A movable base (6), wherein the movable base (6) is connected to the screw rod (5) via a threaded transmission, and the movable base (6) moves along the length direction of the through groove (4); A support block, any one of the movable bases (6) comprises two support blocks, namely a first support block (7) and a second support block (8) arranged opposite to each other, the area opposite to each other of the first support block (7) and the second support block (8) forming a tower accommodating area for accommodating tower segments (12); a slide groove (9) is arranged on the movable base (6), the first support block (7) and the second support block (8) are both slidably connected to the slide groove (9) and are used to adjust the size of the tower accommodating area, and the first support block (7) and the second support block (8) are both provided with positioning rods (11) for abutting against tower segments (12) arranged in the tower accommodating area.
2. The bottom platform of the concrete wind power tower according to claim 1, characterized in that: The positioning rod (11) is threadedly connected to the support block, and a hand wheel (13) is rotatably connected to the side of the support block away from the positioning rod (11), and the hand wheel (13) is fixedly connected to the positioning rod (11).
3. The bottom platform of the concrete wind power tower according to claim 2, characterized in that: The through groove (4) passes through the upper top surface and the lower bottom surface of the support beam (3); a connecting piece (14) is fixedly provided on the lower bottom surface of the movable base (6); the connecting piece (14) is threadedly connected to a connecting rod (15); and a support plate (16) is fixedly connected to the bottom of the connecting rod (15).
4. The bottom platform of the concrete wind power tower according to claim 3, characterized in that: The support plate (16) comprises a first plate (18) and a second plate (19), and the first plate (18) and the second plate (19) are slidably connected.
5. The bottom platform of the concrete wind power tower according to claim 3, characterized in that: A leveling foot (20) is provided on the bottom surface of each side edge (2) of the center frame (1), and the leveling foot (20) comprises a bottom plate (21), a turntable (22), a screw rod (23) and a push rod (24); the turntable (22) is rotatably arranged on the bottom plate (21), the turntable (22) and the screw rod (23) are connected via a threaded transmission, the side of the screw rod (23) away from the bottom plate (21) is connected to the push rod (24), and the push rod (24) is connected to the bottom surface of the center frame (1).
6. The bottom platform of the concrete wind power tower according to claim 5, characterized in that: The end of the support beam (3) away from the center frame (1) is provided with the leveling support foot (20), and the top rod (24) of the leveling support foot (20) is connected to the bottom surface of the support beam (3).
7. The bottom platform of the concrete wind power tower according to claim 1, characterized in that: It also includes an inclined brace (25) for diagonally bracing between the support beam (3) and the tower segment (12); one end of the inclined brace (25) is hinged to the support beam (3), and the other end is used to connect to the tower segment (12).
8. The bottom platform of the concrete wind power tower according to claim 7, characterized in that: A transverse tie rod (26) is arranged between adjacent support beams (3).
9. The bottom platform of the concrete wind power tower according to claim 2, characterized in that: A plurality of positioning rods (11) are arranged on any one of the support blocks, and any one of the positioning rods (11) is correspondingly connected to the hand wheel (13).
10. The bottom platform of the concrete wind power tower according to claim 1, characterized in that: The support beam (3) is provided with a clamping groove (17), the notch of the clamping groove (17) faces the through groove (4), and the movable base (6) is slidably clamped with the clamping groove (17).