Prefabricated duct piece mold for flexible wind power mixed tower

Abstract

The utility model provides a prefabricated duct piece mold for a flexible wind power mixed tower, and belongs to the technical field of wind power. The utility model provides a flexible wind power mixed tower prefabricating duct piece mould, including fixed frame, inner template and outer template, fixed frame includes bottom frame, left side frame, top frame and right side frame, bottom frame and top frame both are arc, left side frame and right side frame are provided on the upper surface of bottom frame both ends respectively, and the inner template and outer template are fixed in the fixed frame. The upper top frame is arranged between the upper end of the left side frame and the upper end of the right side frame, the inner template is arranged on the inner side of the fixed frame, the outer template is arranged on the outer side of the fixed frame, and the radius or curvature of the inner template and the outer template is flexibly variable. And one group of inner templates and / or one group of outer templates are matched with a plurality of groups of fixed frames with different specifications. According to the flexible wind power mixed tower prefabricated duct piece mold, the same set of inner mold plates can be used for fixing frames of multiple specifications, the same set of outer mold plates can be used for fixing frames of multiple specifications, the specification number of the inner mold plates and the number of the outer mold plates are reduced, and the mold cost is reduced.

Description

Technical Field

[0001] The utility model belongs to the technical field of wind power, and particularly relates to a flexible wind power hybrid tower precast segment mold. Background Technique

[0002] With the acceleration of the development process of wind power projects in the central, eastern and southern regions of China, the market's demand for turbines that can be applied to low-wind-speed regions and hilly and forest areas with anti-turbulence and large shear has been increasing day by day. The hub center height of the wind turbines has been continuously broken through, the tower height has become higher and higher, and the tower hub height shows a development trend of more than 100m. The traditional steel tower can no longer meet the operating requirements of wind turbines in terms of cost, dynamics, etc. The hybrid tower (the tower material is composed of a variety of materials, referred to as a hybrid tower for short) is adapted to the market demand and has been more and more widely used.

[0003] At present, the mainstream hybrid towers are generally composed of two materials, concrete and steel. The upper part of the hybrid tower is generally a steel tower, and the lower part of the hybrid tower is generally a concrete tower. The concrete tower is generally formed by splicing multiple segmented precast segments on site. The outer shape of the concrete tower is generally a frustum of a cone with an equal cone angle or a variable cone angle. The concrete tower includes multiple groups of frustum rings. The frustum rings with the same or different cone angles and radii are stacked from bottom to top to form a concrete tower barrel. Each group of frustum rings is generally composed of multiple groups of precast segments spliced together. The parameters such as the cone angle, radius, and wall thickness of the frustum rings at different heights of the concrete tower are generally different. When producing precast segments, templates with different sizes and angles are required. In order to meet the production requirements, a large number of molds need to be invested. However, the production cycle of the precast segment mold is long, the production cost is high, and the use frequency of each precast segment mold is limited. Eventually, the mold amortization cost of the precast segment is relatively high, increasing the production cost. Content of the Utility Model

[0004] The purpose of the utility model is to provide a flexible wind power hybrid tower precast segment mold, aiming to solve the problems of limited use frequency and high production cost of the precast segment mold.

[0005] To achieve the above purpose, the technical solution adopted by the utility model is: to provide a flexible wind power hybrid tower precast segment mold, including: a fixed frame, an inner template and an outer template. The fixed frame includes an enclosed bottom frame, a left side frame, an upper top frame and a right side frame. The bottom frame and the upper top frame are both arc-shaped. The left side frame and the right side frame are respectively arranged on the upper surfaces at both ends of the bottom frame. The upper top frame is arranged between the upper ends of the left side frame and the right side frame. The inner template is arranged inside the fixed frame, and the outer template is arranged outside the fixed frame. One group of the inner templates and / or one group of the outer templates match multiple groups of specifications of the fixed frame.

[0006] In a possible implementation, the inner template and / or the outer template is arc-shaped, and the radius or curvature of the inner template and / or the outer template is continuously adjustable.

[0007] In a possible implementation, an inner support rod is arranged on a side of the inner template away from the fixed frame, and an outer support rod is arranged on a side of the outer template away from the fixed frame.

[0008] In a possible implementation, a horizontal bracket is further provided. The upper end surface of the horizontal bracket is arc-shaped, and a radial adjusting member is arranged on the upper end surface of the horizontal bracket. The inner support rod is horizontally placed on the radial adjusting member.

[0009] In a possible implementation, the radial adjusting member includes a first adjusting member and a second adjusting member. The first adjusting member and the second adjusting member are arranged along the axial direction of the horizontal bracket, and the upper ends of the first adjusting member and the second adjusting member have the freedom to approach or move away from the upper end surface of the horizontal bracket.

[0010] In a possible implementation, a first support seat is arranged at a first end of the first adjusting member away from the horizontal bracket, and a second support seat is arranged at a first end of the second adjusting member away from the horizontal bracket. The inner support rod is placed on the first support seat and the second support seat.

[0011] In a possible implementation, the first support seat is hinged to the first adjusting member, the second support seat is hinged to the second adjusting member, and the inner support rod is fixedly arranged on the first support seat and the second support seat.

[0012] In a possible implementation, multiple groups of the inner support rods are evenly distributed, and multiple groups of the outer support rods are evenly distributed.

[0013] In a possible implementation, a detachable connecting member is arranged between the inner template and the outer template.

[0014] In a possible implementation, a support beam is arranged between two side walls of the fixed frame.

[0015] The beneficial effects of a flexible wind power hybrid tower precast segment mold provided by the present utility model are as follows:

[0016] Compared with the prior art, a fixed frame, an inner template and an outer template are provided. The inner template is arranged inside the fixed frame, and the outer template is arranged outside the fixed frame. The fixed frame includes a bottom frame, a left side frame, an upper top frame and a right side frame. The upper top frame is located obliquely above the bottom frame. The left side frame connects the left end of the bottom frame and the left end of the upper top frame. The right side frame connects the right end of the bottom frame and the right end of the upper top frame. The bottom frame and the upper top frame are arc-shaped, and the centers of the bottom frame and the upper top frame are on the same side of the bottom frame and the upper top frame. The same set of inner templates can be used for multiple sets of fixed frames with different specifications, and the same set of outer templates can be used for multiple sets of fixed frames with different specifications, reducing the number of specifications of the inner templates and the outer templates and lowering the mold cost. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following will briefly introduce the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on these drawings.

[0018] Figure 1 Structural schematic of the flexible wind power hybrid tower precast segment mold provided by the embodiment of the present invention Figure 1 ;

[0019] Figure 2 Structural schematic of the flexible wind power hybrid tower precast segment mold provided by the embodiment of the present invention Figure 2 ;

[0020] Figure 3 Exploded structural schematic of the fixed frame adopted by the embodiment of the present invention;

[0021] Figure 4 Structural schematic of the horizontal support adopted by the embodiment of the present invention;

[0022] Figure 5 Cross-sectional structural schematic of the radial adjusting member adopted by the embodiment of the present invention.

[0023] In the figure: 1, inner template; 2, outer template; 3, bottom frame; 4, left side frame; 5, upper top frame; 6, right side frame; 7, inner support rod; 8, outer support rod; 9, horizontal support; 10, first fixed connecting rod; 11, first fixed seat; 12, first sliding connecting rod; 13, first sliding seat; 14, first sliding groove; 15, first lead screw; 16, first support seat; 17, support beam; 18, second support seat; 19, second sliding connecting rod; 20, pull rod. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0024] In order to make the technical problems, technical solutions and beneficial effects to be solved by the present utility model more clear and understandable, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present utility model and are not used to limit the present utility model.

[0025] Please refer to Figures 1 to 3 , and a specific implementation manner of a flexible wind power hybrid tower precast segment mold provided by the present utility model will be described. It includes a fixed frame, an inner template 1 and an outer template 2. The fixed frame includes an enclosed bottom frame 3, a left side frame 4, an upper top frame 5 and a right side frame 6. The bottom frame 3 and the upper top frame 5 are both arc-shaped. The left side frame 4 and the right side frame 6 are respectively arranged on the upper surfaces at both ends of the bottom frame 3. The upper top frame 5 is erected between the upper ends of the left side frame 4 and the right side frame 6. The inner template 1 is arranged inside the fixed frame, and the outer template 2 is arranged outside the fixed frame. A set of inner templates 1 and / or a set of outer templates 2 are matched with multiple sets of fixed frames of different specifications.

[0026] A flexible wind power hybrid tower precast segment mold provided by the present utility model, compared with the prior art, is provided with a fixed frame, an inner template 1 and an outer template 2. The inner template 1 is arranged inside the fixed frame, and the outer template 2 is arranged outside the fixed frame. The fixed frame includes a bottom frame 3, a left side frame 4, an upper top frame 5 and a right side frame 6. The upper top frame 5 is located obliquely above the bottom frame 3. The left side frame 4 connects the left end of the bottom frame 3 and the left end of the upper top frame 5. The right side frame 6 connects the right end of the bottom frame 3 and the right end of the upper top frame 5. The bottom frame 3 and the upper top frame 5 are arc-shaped, and the centers of the bottom frame 3 and the upper top frame 5 are on the same side of the bottom frame 3 and the upper top frame 5. The same set of inner templates 1 can be used for multiple sets of fixed frames of different specifications, and the same set of outer templates 2 can be used for multiple sets of fixed frames of different specifications, reducing the number of specifications of the inner templates 1 and the outer templates 2 and lowering the mold cost.

[0027] Specifically, please refer to Figures 1 to 3, including a fixed frame, an inner template 1 and an outer template 2. The fixed frame includes a bottom frame 3, a left side frame 4, an upper top frame 5 and a right side frame 6. The bottom frame 3 and the upper top frame 5 are arc-shaped, and the centers of the bottom frame 3 and the upper top frame 5 are on the same side of the bottom frame 3 and the upper top frame 5. The side of the bottom frame 3 close to the center is the inner side, and the side of the bottom frame 3 far from the center is the outer side. The fixed frame is used vertically, and the upper top frame 5 is obliquely above the bottom frame 3. The left side frame 4 connects the left end of the bottom frame 3 and the left end of the upper top frame 5, and the right side frame 6 connects the right end of the bottom frame 3 and the right end of the upper top frame 5. The inner template 1 is arranged inside the fixed frame and covers the inner opening of the fixed frame. The outer template 2 is arranged outside the fixed frame and covers the outer opening of the fixed frame. The same group of inner templates 1 can be used for multiple groups of fixed frames with different specifications, and the same group of outer templates 2 can be used for multiple groups of fixed frames with different specifications. The fixed frame defines the specification dimensions of the precast segments produced. After the inner template 1 and the outer template 2 are installed according to the specification dimensions of the fixed frame, they are deformed to adapt to the specification dimensions of the fixed frame, reducing the number of specifications of the inner template 1 and the outer template 2, lowering the production cost, and shortening the production cycle.

[0028] As a specific embodiment of a flexible wind power hybrid tower precast segment mold provided by the present invention, please refer to Figures 1 to 3 , the inner template 1 and / or the outer template 2 is arc-shaped, and the radius or curvature of the inner template 1 and / or the outer template 2 is continuously adjustable.

[0029] Specifically, please refer to Figures 1 to 3 , the inner template 1 is made of a material with elastic deformation and can be made of metal. The outer template 2 is made of a material with elastic deformation and can be made of metal. The inner template 1 and / or the outer template 2 is an arc shape matching the fixed frame. Within a certain range, the inner template 1 and the outer template 2 have elastic deformation to realize the adjustment of the radius or curvature and adapt to fixed frames of multiple specifications.

[0030] As a specific embodiment of a flexible wind power hybrid tower precast segment mold provided by the present invention, please refer to Figures 1 to 3 , an inner support rod 7 is arranged on the side of the inner template 1 far from the fixed frame, and an outer support rod 8 is arranged on the side of the outer template 2 far from the fixed frame.

[0031] Specifically, please refer to Figures 1 to 3 , the inner support rod 7 is arranged on the side of the inner template 1 far from the fixed frame, with multiple groups arranged along the height direction of the fixed frame and parallel to the left side frame 4. The multiple groups of inner support rods 7 are distributed on the inner template 1. The outer support rod 8 is arranged on the side of the outer template 2 far from the fixed frame, with multiple groups arranged along the height direction of the fixed frame and parallel to the left side frame 4. The multiple groups of outer support rods 8 are distributed on the inner template 1. The inner support rod 7 and the outer support rod 8 can be made of I-beams to increase the stability of the device.

[0032] As a specific embodiment of a flexible wind power hybrid tower precast segment mold provided by the present utility model, please refer to Figures 1 to 5 , a horizontal support 9 is further provided. The upper end surface of the horizontal support 9 is arc-shaped, and a radial adjustment member is provided on the upper end surface of the horizontal support 9. The inner support rod 7 is horizontally placed on the radial adjustment member.

[0033] Specifically, please refer to Figures 1 to 5 , a horizontal support 9 is further provided. The fixed frame is horizontally placed on the horizontal support 9, and the inner mold 1 is placed below, on the upper end surface of the horizontal support 9. The upper end surface of the horizontal support 9 is arc-shaped, and a radial adjustment member is provided on the upper end surface of the horizontal support 9. The radial adjustment members are provided at the front and rear ends of the upper end surface of the horizontal support 9, and the radial adjustment members at the front and rear ends are arranged in one-to-one correspondence. The inner support rod 7 is horizontally placed above the radial adjustment member, and the height of the radial adjustment member is adjusted to adapt to the change in the radian of the inner template.

[0034] Furthermore, according to the actual situation, the horizontal support 9 can be used flat or upright.

[0035] As a specific embodiment of a flexible wind power hybrid tower precast segment mold provided by the present utility model, please refer to Figure 4 、 Figure 5 , the radial adjustment member includes a first adjustment member and a second adjustment member. The first adjustment member and the second adjustment member are arranged along the axial direction of the horizontal support 9, and the upper ends of the first adjustment member and the second adjustment member have the freedom to approach or move away from the upper end surface of the horizontal support 9.

[0036] Specifically, please refer to Figure 4 、 Figure 5 , the radial adjustment member includes a first adjustment member and a second adjustment member. The first adjustment member and the second adjustment member are respectively arranged at the front and rear ends of the upper end surface of the horizontal support 9, and the first adjustment member and the second adjustment member are arranged in one-to-one correspondence. The first end of the first adjustment member away from the horizontal support 9 has the freedom to move along the radial direction of the horizontal support 9, and the first end of the second adjustment member away from the horizontal support 9 has the freedom to move along the radial direction of the horizontal support 9.

[0037] As a specific embodiment of a flexible wind power hybrid tower precast segment mold provided by the present utility model, please refer to Figure 4 、 Figure 5 , a first support seat 16 is provided at the first end of the first adjustment member away from the horizontal support 9, and a second support seat 18 is provided at the first end of the second adjustment member away from the horizontal support 9. The inner support rod 7 is placed on the first support seat 16 and the second support seat 18.

[0038] Specifically, please refer to Figure 4 、 Figure 5, a first support seat 16 is arranged at the first end of the first adjusting member, and a second support seat 18 is arranged at the first end of the second adjusting member. The corresponding first support seat 16 and second support seat 18 in the same group are used to support a group of inner support rods 7.

[0039] As a specific implementation manner of a flexible wind power hybrid tower precast segment mold provided by the present utility model, please refer to Figure 4 , Figure 5 , the first support seat 16 is hinged to the first adjusting member, the second support seat 18 is hinged to the second adjusting member, and the inner support rod 7 is fixedly arranged on the first support seat 16 and the second support seat 18.

[0040] Specifically, please refer to Figure 4 , Figure 5 , the first support seat 16 is hingedly arranged at the first end of the first adjusting member, the second support seat 18 is hingedly arranged at the first end of the second adjusting member, the inner support rod 7 is fixedly connected to the first support seat 16 and the second support seat 18, and the heights of the first support seat 16 and the second support seat 18 are inconsistent and adapted to the radian of the inner template 1.

[0041] Furthermore, the structures of the first adjusting member and the second adjusting member can be the same, and they are controlled separately. The first adjusting member and the second adjusting member can be cylinders, hydraulic cylinders with lifting functions or other devices that can realize stroke changes, etc. The lifting ends of the cylinders or hydraulic cylinders are arranged away from the horizontal bracket 9, and the first support seat 16 and the second support seat 18 are arranged on the lifting ends of the cylinders or hydraulic cylinders. By controlling the lifting of the lifting ends of the cylinders or hydraulic cylinders, the positions of the first support seat 16 and the second support seat 18 are adjusted.

[0042] Furthermore, please refer to Figure 4 , Figure 5, the first adjusting member and the second adjusting member can be link structures. The first adjusting member includes a first fixed link 10 and a first sliding link 12. The first fixed link 10 and the first sliding link 12 are arranged along the central axis direction of the horizontal bracket 9. The first fixed link 10 and the first sliding link 12 are arranged in the same plane. The first sliding link 12 has a sliding degree of freedom in this plane. The first fixed link 10 is arranged on the horizontal bracket 9 through a first fixed seat 11. The lower end of the first fixed link 10 is hinged to the first fixed seat 11. The lower end of the first sliding link 12 is slidably arranged on the horizontal bracket 9. The lower end of the first sliding link 12 is hinged to a first sliding seat 13. A first sliding groove 14 is arranged on the horizontal bracket 9. The first sliding seat 13 is slidably arranged in the first sliding groove 14. The upper ends of the first fixed link 10 and the first sliding link 12 are hinged. A first support seat 16 is arranged at the upper ends of the first fixed link 10 and the first sliding link 12. The upper ends of the first fixed link 10 and the first sliding link 12 are hinged to the first support seat 16. A first driving member is arranged on the horizontal bracket 9. The first driving member pushes the first sliding seat 13 to approach or move away from the first fixed seat 11. By changing the position of the first sliding link 12, the height of the upper ends of the first fixed link 10 and the first sliding link 12 is changed to adjust the height. The first driving member can be a first lead screw 15, a cylinder, a hydraulic cylinder, etc. that drives the first sliding seat 13 to slide. The first driving member is the first lead screw 15. The first lead screw 15 penetrates through the first sliding groove 14 and is arranged along the length direction of the first sliding groove 14. The first lead screw 15 is rotatably arranged in the first sliding groove 14. The first lead screw 15 penetrates through the bottom of the first sliding seat 13. The first lead screw 15 is threadedly connected to the first sliding seat 13. The rotation of the first lead screw 15 drives the first sliding seat 13 to slide to achieve height adjustment. The first driving member is a cylinder or a hydraulic cylinder. The cylinder or the hydraulic cylinder is arranged on the horizontal bracket 9. The pushing end of the cylinder or the hydraulic cylinder is arranged on the first sliding seat 13. The position of the pushing end of the cylinder or the hydraulic cylinder is adjusted to adjust the position of the first sliding seat 13 to achieve height adjustment. The second adjusting member includes a second sliding link 19. The second sliding link 19 is arranged in the same plane as the first fixed link 10 and the first sliding link 12. The second sliding link 19 has a sliding degree of freedom in this plane. The lower end of the second sliding link 19 is slidably arranged on the horizontal bracket 9. A second sliding seat is hinged to the lower end of the second sliding link 19. A second sliding groove is arranged on the horizontal bracket 9. The second sliding seat is slidably arranged in the second sliding groove. A second support seat 18 is arranged at the upper end of the second sliding link 19. The upper end of the second sliding link 19 is hinged to the second support seat 18. A second driving member is arranged on the horizontal bracket 9. The second driving member pushes the second sliding seat to approach or move away from the first fixed seat 11. By changing the position of the second sliding link 19, the height of the upper end of the second sliding link 19 is changed to adjust the height.The second driving member may be a second lead screw, a cylinder, a hydraulic cylinder, etc. that drives the second sliding seat to slide. When the second driving member is a second lead screw, the second lead screw is disposed through the second sliding groove and along the length direction of the second sliding groove. The second lead screw is rotatably disposed in the second sliding groove, passes through the bottom of the second sliding seat, and is threadedly connected to the second sliding seat. The rotation of the second lead screw drives the second sliding seat to slide to achieve height adjustment. When the second driving member is a cylinder or a hydraulic cylinder, the cylinder or the hydraulic cylinder is disposed on the horizontal bracket 9, and the pushing end of the cylinder or the hydraulic cylinder is disposed on the second sliding seat. By adjusting the position of the pushing end of the cylinder or the hydraulic cylinder, the position of the second sliding seat is adjusted to achieve height adjustment. The first support seat 16 and the second support seat 18 are used to support the inner support rod 7. The inner support rod 7 is disposed along the central axis direction of the horizontal bracket 9 and is fixed on the first support seat 16 and the second support seat 18 to increase the stability of the device.

[0043] As a specific embodiment of a flexible wind power hybrid tower precast segment mold provided by the present utility model, please refer to Figure 1 、 Figure 2 , multiple groups of inner support rods 7 are evenly distributed, and multiple groups of outer support rods 8 are evenly distributed.

[0044] Specifically, please refer to Figure 1 、 Figure 2 , multiple groups of inner support rods 7 are provided and evenly distributed, and multiple groups of outer support rods 8 are provided and evenly distributed to increase the stability of the device.

[0045] As a specific embodiment of a flexible wind power hybrid tower precast segment mold provided by the present utility model, please refer to Figure 1 、 Figure 2 , a detachable connecting member is disposed between the inner mold 1 and the outer mold 2.

[0046] Specifically, please refer to Figure 1 、 Figure 2 , the connecting member is disposed between the inner mold 1 and the outer mold 2 for fixing the inner mold 1 and the outer mold 2. The connecting member may be a screw, a tie rod 20, a jack or a magnetic member, etc.

[0047] As a specific embodiment of a flexible wind power hybrid tower precast segment mold provided by the present utility model, please refer to Figures 1 to 3 , a support beam 17 is disposed between the two side walls of the fixed frame.

[0048] Specifically, please refer to Figures 1 to 3 , support beams 17 are disposed between the inner and outer side walls of the bottom frame 3, the left side frame 4, the upper top frame 5 and the right side frame 6. Multiple groups of support beams 17 are provided to increase the stability of the device.

[0049] The above are only the preferred embodiments of the present utility model and are not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A flexible wind power tower prefabricated segment mold, characterized in that: include: A fixed frame, an inner template and an outer template, wherein the fixed frame comprises a surrounding bottom frame, a left side frame, an upper frame and a right side frame, wherein the bottom frame and the upper frame are both arc-shaped, the left side frame and the right side frame are respectively arranged on the upper surfaces of the two ends of the bottom frame, the upper frame is arranged between the upper end of the left side frame and the upper end of the right side frame, the inner template is arranged on the inner side of the fixed frame, and the outer template is arranged on the outer side of the fixed frame, and a group of the inner templates and / or a group of the outer templates match multiple groups of specifications of the fixed frame.

2. A flexible wind turbine hybrid tower prefabricated segment mold according to claim 1, characterized in that: The inner template and / or the outer template are arc-shaped, and the radius or curvature of the inner template and / or the outer template is continuously adjustable.

3. A flexible wind turbine hybrid tower prefabricated segment mold according to claim 1, characterized in that: An inner support rod is arranged on a side of the inner template away from the fixed frame, and an outer support rod is arranged on a side of the outer template away from the fixed frame.

4. A flexible wind power tower prefabricated segment mold according to claim 3, characterized in that: A horizontal bracket is also provided, the upper end surface of the horizontal bracket is in an arc shape, a radial adjustment member is provided on the upper end surface of the horizontal bracket, and the inner support rod is horizontally mounted on the radial adjustment member.

5. A flexible wind turbine hybrid tower prefabricated segment mold according to claim 4, characterized in that: The radial adjustment member includes a first adjustment member and a second adjustment member, the first adjustment member and the second adjustment member are arranged along the axial direction of the horizontal bracket, and the upper ends of the first adjustment member and the second adjustment member have the freedom to approach or move away from the upper end surface of the horizontal bracket.

6. A flexible wind turbine hybrid tower prefabricated segment mold according to claim 5, characterized in that: A first support seat is arranged at a first end of the first adjusting member away from the horizontal support, a second support seat is arranged at a first end of the second adjusting member away from the horizontal support, and the inner support rod is mounted on the first support seat and the second support seat.

7. A flexible wind power tower prefabricated segment mold according to claim 6, characterized in that: The first support seat is hinged to the first adjusting member, the second support seat is hinged to the second adjusting member, and the inner support rod is fixedly arranged on the first support seat and the second support seat.

8. A flexible wind turbine hybrid tower prefabricated segment mold according to claim 3, characterized in that: The multiple groups of inner support rods are evenly distributed, and the multiple groups of outer support rods are evenly distributed.

9. A flexible wind power tower prefabricated segment mold according to claim 1, characterized in that: A detachable connecting piece is arranged between the inner template and the outer template.

10. The flexible wind turbine hybrid tower prefabricated segment mold according to claim 1, characterized in that: A support beam is arranged between the two side walls of the fixed frame.

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