Integrated assembly type poured beam plate type fan foundation structure

Abstract

The utility model discloses an integrated assembly type pouring beam plate type fan foundation structure, which relates to the technical field of wind power generation and comprises a middle ring frame and a plurality of splicing frames, the splicing frames are arranged at the bottom of the middle ring frame, outer plate frames are arranged at the bottom of the middle ring frame, and splicing pouring components are arranged inside the outer plate frames and the splicing frames. The lifting assembly is arranged outside the middle ring frame, the butt joint grooves are formed in the bottom of the middle ring frame and the upper end of the outer plate frame respectively, a groove is formed in the surface of the outer plate frame, a plurality of bolts are installed in the groove, and the bolts are connected into the outer plate frame in a screwed mode. According to the technical scheme, the problems that the pouring time of the fan foundation is prolonged due to the fact that the poured concrete needs to be tidied in a vibrating mode and the like due to uneven distribution of the concrete during pouring in the related technology, the dismounting mode is complex, and rapid dismounting cannot be achieved are solved.

Description

Technical Field

[0001] This utility model relates to the field of wind power generation technology, specifically to an integrated prefabricated cast-in-place beam-slab wind turbine foundation structure. Background Technology

[0002] New energy power generation methods mainly include solar power generation and wind power generation. Among them, wind turbine generator sets have gradually reached new heights with the continuous development of technology. Nowadays, direct-drive wind turbine generator sets adopt a horizontal axis, three blades, upwind direction, variable pitch adjustment, direct drive, and grid connection of permanent magnet synchronous generator, which is superior to traditional asynchronous generators. After constructing the beam-plate structure wind turbine foundation, it is necessary to pour concrete to form a complete wind turbine foundation.

[0003] The existing concrete pouring method for beam-slab structure wind turbine foundations has the following technical defects: The traditional concrete pouring method for wind turbine foundations mainly achieves the pouring of various parts of the wind turbine foundation by manually controlling the concrete discharge pipes. This pouring method results in uneven distribution of concrete during pouring, which leads to the need to clean up the poured concrete by means of vibration and other methods, thus increasing the pouring time of the wind turbine foundation. Moreover, the dismantling method is relatively complicated and cannot be dismantled quickly. Utility Model Content

[0004] This utility model proposes an integrated prefabricated cast-in-place beam-slab type wind turbine foundation structure, which solves the problems in related technologies where uneven concrete distribution during pouring leads to the need for post-pouring concrete compaction, resulting in increased wind turbine foundation pouring time and complex disassembly methods that cannot be quickly disassembled.

[0005] This utility model is implemented as follows: an integrated prefabricated cast-in-place beam-slab type wind turbine foundation structure, comprising:

[0006] The central ring frame and several splicing frames are arranged at the bottom of the central ring frame;

[0007] Several outer plate frames and splicing casting components are provided, wherein the outer plate frames are all located at the bottom of the middle ring frame, and the splicing casting components are located inside the outer plate frames and the splicing frames;

[0008] Lifting assembly, the lifting assembly being disposed outside the central ring frame;

[0009] The splicing and casting assembly includes a docking groove, which is respectively opened at the bottom of the middle ring frame and the upper end of the outer plate frame. The surface of the outer plate frame is provided with a groove, and a number of bolts are installed in the groove. The bolts are screwed into the outer plate frame.

[0010] As a further technical solution, a filling steel reinforcement frame is installed inside the middle ring frame and the outer plate frame, and several inner ring frames are fitted on the filling steel reinforcement frame, with a central filling layer fixedly connected between the inner ring frames.

[0011] As a further technical solution, an integrated frame is provided on the surface of the outer panel frame, and the splicing frame is inserted between the integrated frame. A pair of fixing plates are provided at both ends of the surface of the splicing frame.

[0012] As a further technical solution, the fixing plate and the integrated frame are fixedly connected by bolts, the splicing frame has a filling opening on its surface, and the splicing frame and the integrated frame are provided with a ring-shaped steel bar frame inside.

[0013] As a further technical solution, the annular steel bar frame is provided with several partition plates, and several vertical steel bar frames are provided on the partition plates, with the vertical steel bar frames located inside the integrated frame.

[0014] As a further technical solution, the lifting component includes a pair of fixing blocks, which are respectively fixed to opposite ends of the outer surface of the middle ring frame, and a load-bearing frame is connected to the bottom of the fixing blocks.

[0015] As a further technical solution, the load-bearing frame and the fixing block are fixedly connected by bolts, the surface of the fixing block is provided with a reinforcing rod, the bottom of the reinforcing rod is in contact with the surface of the load-bearing frame, and the top of the load-bearing frame is provided with a hook frame.

[0016] As a further technical solution, an anti-detachment groove is provided at the top of the hook frame.

[0017] As a further technical solution, the splicing frame has an overall fan-shaped structure.

[0018] The advantages and technical effects of this utility model are as follows:

[0019] 1. This utility model is equipped with a splicing and casting assembly. Through the interaction of structures such as the filling steel reinforcement frame, the central filling layer, the integrated frame, the filling port, the ring steel reinforcement frame, and the vertical steel reinforcement frame, an integrated structure can be achieved by assembling the central ring frame, the outer plate frame, the splicing frame, and the integrated frame. Concrete is poured at the center and spreads outward, and some concrete can be added at the filling port. This casting method is more efficient, and the overall structure is formed as a whole after assembly. It can be quickly disassembled after the concrete is formed, which is more efficient and effective than the traditional formwork erection method.

[0020] 2. This utility model is equipped with a lifting component. Through the interaction of structures such as the fixing block, the load-bearing frame, the reinforcing rod and the hook frame, the middle ring frame can be lifted upward by the lifting equipment and the hook frame for separation from the formed base. Attached Figure Description

[0021] Figure 1 This is a schematic diagram of the structure of this utility model;

[0022] Figure 2 This is an isometric drawing of the present invention;

[0023] Figure 3 This is an isometric sectional view of the present invention;

[0024] Figure 4 This is an isometric sectional view of the present invention from another perspective;

[0025] Figure 5 Appendix to this utility model Figure 3 Enlarged view of part A in the middle;

[0026] In the diagram: 1. Middle ring frame; 2. Splicing frame; 3. Outer plate frame; 4. Splicing casting assembly; 4-1. Butt groove; 4-2. Groove; 4-3. Bolt; 4-4. Filling rebar frame; 4-5. Inner ring frame; 4-6. Central filling layer; 4-7. Integrated frame; 4-8. Fixing plate; 4-9. Filling opening; 4-10. Circular rebar frame; 4-11. Divider plate; 4-12. Vertical rebar frame; 5. Lifting assembly; 5-1. Fixing block; 5-2. Load-bearing frame; 5-3. Reinforcing bar; 5-4. Hook frame; 6. Anti-derailment. Detailed Implementation

[0027] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are merely illustrative of the present utility model and are not intended to limit the scope of the present utility model.

[0028] In the description of this utility model, it should be noted that the terms "upper", "middle", "lower", "inner", "outer", "both sides", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the purpose of simplifying the description of this utility model and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0029] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installed," "equipped with," and "connected," etc., should be interpreted broadly. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be a connection within two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0030] like Figure 1-5 As shown, the integrated prefabricated cast-in-place beam-slab wind turbine foundation structure of this utility model includes:

[0031] The central ring frame 1 and several splicing frames 2 are located at the bottom of the central ring frame 1;

[0032] Several outer panel frames 3 and splicing casting components 4 are provided. The outer panels are all located at the bottom of the middle ring frame 1, and the splicing casting components 4 are located inside the outer panel frames 3 and splicing frames 2.

[0033] Lifting component 5 is installed outside the middle ring frame 1;

[0034] The splicing and casting assembly 4 includes a butt joint groove 4-1, which is respectively opened at the bottom of the middle ring frame 1 and the upper end of the outer plate frame 3. The surface of the outer plate frame 3 has a groove 4-2, and several bolts 4-3 are installed in the groove 4-2. The bolts 4-3 are screwed into the outer plate frame 3. The middle ring frame 1 and the outer plate frame 3 are equipped with a filling steel reinforcement frame 4-4. Several inner ring frames 4-5 are fitted on the filling steel reinforcement frame 4-4. A central filling layer 4-6 is fixedly connected between the inner ring frames 4-5. An integral frame 4 is provided on the surface of the outer plate frame 3. -7, the splicing frame 2 is inserted between the integrated frame 4-7. A pair of fixing plates 4-8 are provided at both ends of the surface of the splicing frame 2. The fixing plates 4-8 are fixedly connected to the integrated frame 4-7 by bolts. A filling opening 4-9 is opened on the surface of the splicing frame 2. A ring-shaped steel bar frame 4-10 is provided inside the splicing frame 2 and the integrated frame 4-7. Several partition plates 4-11 are provided on the ring-shaped steel bar frame 4-10. Several vertical steel bar frames 4-12 are provided on the partition plates 4-11. The vertical steel bar frames 4-12 are located inside the integrated frame 4-7.

[0035] In this embodiment, in order to achieve the effect of partitioned concrete filling, a splicing and casting component 4 is designed. The bottom of the middle ring frame 1 and the upper end of the outer plate frame 3 are provided with a connecting groove 4-1 and inserted for connection. After multiple outer plate frames 3 are spliced, they form a ring structure with the same size as the middle ring frame 1. The outer surface of the outer plate frame 3 is provided with a groove 4-2 and bolts 4-3 are inserted. The bolts 4-3 are used to fix the outer plate frame 3 to the middle ring frame 1. An integral frame 4-7 is provided on the surface of the outer plate frame 3. The splicing frame 2 is inserted between the integral frames 4-7 and a fixing plate 4-8 is provided on its surface. The fixing plate 4-8 is fixed to the integral frame 4-7 by bolts. The integral frame 4-7 and the splicing frame 2 are provided with a ring steel bar frame 4-10 and multiple partition plates 4-11. Multiple vertical steel bar frames 4-12 are provided on the partition plates 4-11 and located inside the integral frame 4-7. Concrete can be filled in the splicing frame 2 and the integral frame 4-7.

[0036] Furthermore, the lifting component 5 includes a pair of fixing blocks 5-1, which are respectively fixed to opposite ends of the outer surface of the middle ring frame 1. The bottom of the fixing block 5-1 is connected to a load-bearing frame 5-2, and the load-bearing frame 5-2 is fixedly connected to the fixing block 5-1 by bolts. A reinforcing rod 5-3 is provided on the surface of the fixing block 5-1, and the bottom of the reinforcing rod 5-3 is in contact with the surface of the load-bearing frame 5-2. A hook 5-4 is provided on the top of the load-bearing frame 5-2.

[0037] In this embodiment, in order to achieve the effect of quick disassembly, a lifting component 5 is designed. Two fixing blocks 5-1 are fixed on the outer surface of the middle ring frame 1. The bottom of the fixing block 5-1 is inserted with a load-bearing frame 5-2 and fixed with bolts. The top of the fixing block 5-1 is provided with a reinforcing rod 5-3 and fits against the load-bearing frame 5-2. The load-bearing frame 5-2 is provided with a hook frame 5-4, which can hook the hook of the lifting equipment into the hook frame 5-4. When lifting upward, the middle ring frame 1, the outer plate frame 3, the integrated frame 4-7 and the splicing frame 2 can all be lifted.

[0038] Furthermore, an anti-detachment groove 6 is provided at the top of the hook frame 5-4.

[0039] In this embodiment, the anti-detachment groove 6 is provided to prevent the hook from falling off during lifting.

[0040] Furthermore, the splicing frame 2 has an overall fan-shaped structure.

[0041] In this embodiment, the fan-shaped structure, when spliced ​​with the integrated frame 4-7, can form a whole, which is convenient for quick disassembly.

[0042] When pouring is required, fix the position of the filling steel frame 4-4, lay the ring steel frame 4-10 and the vertical steel frame 4-12, and fit the outer plate frame 3 on the outside of the inner ring frame 4-5. Connect the middle ring frame 1 to the outer plate frame 3 through the butt groove 4-1, insert the screw into the groove 4-2 and screw it to the middle ring frame 1. The integrated frame 4-7 is located outside the vertical steel frame 4-12. Screw the bolt 4-3 into the fixing plate 4-8 and fix it to the integrated frame 4-7. Pour concrete into the filling port 4-9, and also pour concrete into the central filling layer 4-6. After pouring is completed and the structure is ready to be formed, install the hook of the lifting equipment into the anti-detachment groove 6 of the frame, and then lift and disassemble the entire structure.

[0043] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A prefabricated, cast-in-place beam-slab type wind turbine foundation structure, characterized in that, include: The central ring frame (1) and several splicing frames (2) are arranged at the bottom of the central ring frame (1); Several outer plate frames (3) and splicing casting components (4) are provided. The outer plate frames are all located at the bottom of the middle ring frame (1), and the splicing casting components (4) are located inside the outer plate frames (3) and the splicing frame (2). Lifting component (5) is located outside the middle ring frame (1); The splicing casting assembly (4) includes a docking groove (4-1), which is respectively opened at the bottom of the middle ring frame (1) and the upper end of the outer plate frame (3). The outer plate frame (3) has a groove (4-2) on its surface, and several bolts (4-3) are installed in the groove (4-2). The bolts (4-3) are screwed into the outer plate frame (3).

2. The integrated prefabricated cast-in-place beam-slab wind turbine foundation structure according to claim 1, characterized in that, The inner ring frame (1) and the outer plate frame (3) are equipped with a filling steel bar frame (4-4), and a number of inner ring frames (4-5) are fitted on the filling steel bar frame (4-4). A central filling layer (4-6) is fixedly connected between the inner ring frames (4-5).

3. The integrated prefabricated cast-in-place beam-slab wind turbine foundation structure according to claim 2, characterized in that, The outer frame (3) is provided with an integral frame (4-7), and the splicing frame (2) is inserted between the integral frames (4-7). A pair of fixing plates (4-8) are provided at both ends of the surface of the splicing frame (2).

4. The integrated prefabricated cast-in-place beam-slab wind turbine foundation structure according to claim 3, characterized in that, The fixing plate (4-8) and the integrated frame (4-7) are fixedly connected by bolts. The splicing frame (2) has a filling opening (4-9) on its surface. The splicing frame (2) and the integrated frame (4-7) are provided with a ring-shaped steel bar frame (4-10).

5. The integrated prefabricated cast-in-place beam-slab wind turbine foundation structure according to claim 4, characterized in that, The annular steel bar frame (4-10) is provided with several partition plates (4-11), and several vertical steel bar frames (4-12) are provided on the partition plates (4-11). The vertical steel bar frames (4-12) are located inside the integrated frame (4-7).

6. The integrated prefabricated cast-in-place beam-slab wind turbine foundation structure according to claim 1, characterized in that, The lifting assembly (5) includes a pair of fixing blocks (5-1), which are fixed at opposite ends on the outer surface of the middle ring frame (1), and a load-bearing frame (5-2) is connected to the bottom of the fixing blocks (5-1).

7. The integrated prefabricated cast-in-place beam-slab wind turbine foundation structure according to claim 6, characterized in that, The load-bearing frame (5-2) and the fixing block (5-1) are fixedly connected by bolts. The surface of the fixing block (5-1) is provided with a reinforcing rod (5-3). The bottom of the reinforcing rod (5-3) is in contact with the surface of the load-bearing frame (5-2). The top of the load-bearing frame (5-2) is provided with a hook frame (5-4).

8. The integrated prefabricated cast-in-place beam-slab wind turbine foundation structure according to claim 7, characterized in that, The hook frame (5-4) has an anti-detachment groove (6) at the top.

9. The integrated prefabricated cast-in-place beam-slab wind turbine foundation structure according to claim 1, characterized in that, The splicing frame (2) has an overall fan-shaped structure.

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