Wind power equipment mounting base pouring device and method

Abstract

The invention belongs to the technical field of base pouring, and particularly relates to a wind power equipment mounting base pouring device and method.The wind power equipment mounting base pouring device comprises a slurry collecting box, a pipe head butt joint cylinder arranged on the surface of one side of the slurry collecting box, and a supporting hollow column fixedly mounted on the edge of the bottom of the slurry collecting box; the slurry conveying pipes are fixedly installed on the surface of the bottom of the slurry collecting box and located at the peripheral edge positions, lap joint supporting plates are arranged on the surfaces of the outer sides of the slurry conveying pipes, and the surfaces of the tops of the supporting hollow columns are fixedly connected to the middle positions of the bottoms of the lap joint supporting plates. An output pipe of the mortar conveying pump truck is in butt joint with the pipe head butt joint cylinder, cement mortar is poured into the flow guide pipe, and along with continuous accumulation of the mortar in the mortar collecting box, the liquid mortar can gradually spread around due to gravity, so that the cement mortar can be conveyed to the mortar collecting box. And meanwhile, mortar in the mortar collecting box is poured and discharged in cooperation with a mortar conveying pipe on the surface of the bottom of the mortar collecting box, and workers stand on the surface of the steel bar frame to pull and swing one end of the mortar conveying pipe in cooperation.

Description

Technical Field

[0001] The invention belongs to the technical field of base casting, and in particular relates to a device and method for casting a wind power equipment installation base. Background Art

[0002] The base is a key part of the motor, mainly serving as the mechanical support for the stator core and windings, and used to fix the end covers at both ends. In the wind turbine, it also constitutes the wind path or wind chamber of the ventilation system. Concrete pouring refers to the construction process of pouring the mixed concrete into the warehouse, leveling the warehouse, and compacting it. The pouring must be continuous and uniform and prevent the segregation of concrete; leveling the warehouse is to use manual or mechanical methods to evenly spread the entire poured warehouse surface and fill it with concrete.

[0003] In the current existing technology, the existing base uses a mortar delivery pump truck to deliver mortar, and an employee controls the spraying position of the mortar delivery pipe at one end of the delivery pipe. Since a single delivery pump truck has only one pipe and is controlled by one employee, the range of mortar spraying is only the position under the employee's feet, and spreads to the surrounding areas, and the spread range and direction are limited. If continuous pouring is required, the employees will need to push the accumulated mortar to the surrounding areas, thereby increasing the workload of the employees. Moreover, the mortar delivery pump truck cannot be easily moved due to the difference in height and position, and the mortar delivery pipe plus the mortar filled inside will increase the weight greatly, so that the angle and range of the employee's push are limited. At this time, multiple employees are required to push the delivery pipe, which takes up labor and the labor effect is very low.

[0004] To this end, the present invention provides a device and method for casting a wind power equipment installation base. Summary of the Invention

[0005] In order to make up for the deficiencies of the prior art, at least one technical problem raised in the background technology is solved.

[0006] In the first aspect, the technical solution adopted by the present invention to solve its technical problems is: a wind power equipment installation base casting device described in the present invention includes a slurry collecting box and a pipe head butt sleeve arranged on the surface of one side of the slurry collecting box, a supporting hollow column fixedly installed on the bottom edge position of the slurry collecting box, a slurry delivery pipe fixedly installed on the bottom surface of the slurry collecting box and located on the edge positions on all sides, a lap support plate is provided on the outer surface of the slurry delivery pipe, the top surface of the supporting hollow column is fixedly connected to the middle position of the bottom of the lap support plate, and a guide pipe arranged on the outer surface of one end of the pipe head butt sleeve is fixedly connected to the top surface of the slurry collecting box and located in the middle position;

[0007] A second hydraulic rod is fixedly installed on the outer surface of the supporting hollow column and at the bottom edge position, and a limiting ring movably sleeved on the outer surface of the slurry delivery pipe is fixedly connected to the output end of the second hydraulic rod.

[0008] Preferably, a motor is fixedly installed on the top inner wall of the slurry collecting box and on the edge positions around the guide pipe, a stirring fan blade is fixedly connected to the outer surface of the output end of the motor, and a support column that is movably sleeved on the outer surface of the guide pipe is fixedly connected to the top surface of the slurry collecting box.

[0009] Preferably, a limiting steel wire rope is fixedly connected to the top edge of the outer surface of the slurry collecting box, and a steel wire rope is fixedly connected to the outer bottom edge of the slurry collecting box.

[0010] Preferably, a support frame is fixedly connected to one end of the steel wire rope, and the outer surface of the support frame is fixedly installed on the top outer surface of the overlapping support plate.

[0011] Preferably, a wear-resistant collar is provided on the outer surface of the overlapping support plate, and the inner wall surface of the wear-resistant collar is movably sleeved on the outer surface of the slurry delivery pipe.

[0012] Preferably, a pressure-resistant sleeve is provided on the inner wall surface of the limiting ring, and an elastic wire is fixedly connected to the inner wall surface of the pressure-resistant sleeve.

[0013] Preferably, an anti-slip tube is fixedly connected to the inner wall surface of the elastic wire, and the inner wall surface of the anti-slip tube is movably sleeved on the outer surface of the slurry delivery pipe.

[0014] Preferably, a hydraulic rod 1 is fixedly installed on the outer surface of the pipe head docking sleeve, an arc-shaped horn sleeve is fixedly connected to the output end of the hydraulic rod 1, and a horn soft sleeve that is movably sleeved on the inner wall of the arc-shaped horn sleeve is provided on the outer surface of the pipe head docking sleeve.

[0015] In a second aspect, a method for casting a wind power equipment installation base comprises the following steps:

[0016] S1. Use a mixer truck to pour concrete mortar into the interior of the concrete delivery truck;

[0017] S2. The poured mortar enters the mixing box under the push of the delivery pump;

[0018] S3. Use the four mortar pipes on the outer surface of the mixing box to pour cement mortar into the base pit;

[0019] S4. When using four mortar pipes to pour cement mortar, the diffusion area and range of the cement mortar can be increased at one time.

[0020] The beneficial effects of the present invention are as follows:

[0021] 1. The device and method for pouring foundation for installation of wind turbine equipment described in the present invention cooperate with the output pipe of the mortar delivery pump truck to connect with the pipe head docking sleeve, and pour cement mortar into the inside of the guide pipe. As the mortar continues to accumulate inside the slurry box, the liquid mortar will gradually spread to the surrounding areas due to gravity. At the same time, the slurry delivery pipe on the bottom surface of the slurry collection box is cooperated to pour and discharge the mortar inside the slurry collection box. The employee stands on the surface of the steel frame to pull and swing one end of the slurry delivery pipe, thereby pouring cement mortar into the inside of the steel frame. At the same time, the overlapping support plate is cooperated to expand and extend the four slurry delivery pipes, so that the four slurry delivery pipes can pour cement mortar over a large area, achieving the expansion angle of the four slurry delivery pipes by utilizing the overlapping support plate, so that a single mortar delivery pump truck can pour cement mortar into the steel frames in four directions at the same time, so that the pouring area of ​​the cement mortar is directly expanded by four times.

[0022] 2. The device and method for pouring a wind turbine installation base described in the present invention, after the current position is poured, the hydraulic rod two on the outer surface of the supporting hollow column is used to elastically push the limiting collar, and the hydraulic rod two is continuously extended to expand the middle position of the four slurry pipes and to the surrounding areas with the supporting hollow column as the center point, so as to increase the expansion area and range between the slurry pipe and the ground. After the current position is poured, the slurry pipe at the lower half of the limiting collar is pushed a second time by the staff, thereby further increasing the range and area of ​​the slurry pipe pouring, so as to achieve the effect that a single mortar delivery pump truck can simultaneously expand the area and range of cement mortar pouring for the steel frame in four directions for the second time;

[0023] 3. The present invention describes a device and method for casting a wind turbine installation base, which cooperates with a mortar delivery pump truck to inject cement mortar into the inside of the guide pipe. As the cement mortar continues to accumulate inside the slurry box, the space inside the slurry box will become smaller and smaller. Under the push of subsequent cement mortar, the cement mortar inside the slurry box will accelerate through the slurry pipe and then be injected and discharged from the inside of the slurry pipe, thereby injecting cement mortar into the inside of the steel frame. At the same time, the motor inside the slurry box is used to rotate the mixing blades, thereby stirring the cement mortar remaining inside the slurry box, to avoid the water source inside the mortar being quickly consumed when the mortar flows, so that the fluidity of the cement mortar becomes poor, and the cement mortar accumulated inside the slurry box cannot flow effectively. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] The present invention will be further described below with reference to the accompanying drawings.

[0025] Figure 1 It is a perspective view of the present invention;

[0026] Figure 2 It is a schematic diagram of the cross-sectional three-dimensional structure of the slurry collecting box of the present invention;

[0027] Figure 3 This is a schematic diagram of the cross-sectional three-dimensional structure of the flow guide tube of the present invention;

[0028] Figure 4 It is a schematic diagram of a partially sectional three-dimensional structure of a slurry collecting box of the present invention;

[0029] Figure 5 This is a schematic diagram of the cross-sectional three-dimensional structure of the pipe head butting tube of the present invention;

[0030] Figure 6 This is a schematic diagram of the cross-sectional three-dimensional structure of the slurry delivery pipe of the present invention;

[0031] Figure 7 This is a schematic diagram of the three-dimensional structure of the supporting hollow column of the present invention;

[0032] Figure 8 It is a schematic diagram of the cross-sectional three-dimensional structure of the limiting ring of the present invention;

[0033] Figure 9 It is a schematic flow diagram of the present invention.

[0034] In the figure: 11, slurry collecting box; 111, motor; 112, stirring fan blade; 113, guide pipe; 114, limiting wire rope; 115, support column; 116, wire rope; 117, support frame; 118, overlapping support plate; 119, wear-resistant ring; 12, pipe head docking sleeve; 121, trumpet soft sleeve; 122, hydraulic rod one; 123, arc-shaped trumpet sleeve; 13, supporting hollow column; 131, hydraulic rod two; 132, limiting ring; 133, pressure-resistant sleeve; 134, elastic wire; 135, anti-slip tube; 14, slurry delivery pipe. DETAILED DESCRIPTION

[0035] In order to make the technical means, creative features, objectives and effects achieved by the present invention easier to understand, the present invention is further described below in conjunction with specific implementation methods.

[0036] Example 1

[0037] like Figures 1 to 8As shown, a wind power equipment installation base casting device according to an embodiment of the present invention includes a slurry collecting box 11 and a pipe head butt sleeve 12 arranged on one side surface of the slurry collecting box 11, a supporting hollow column 13 fixedly installed on the bottom edge position of the slurry collecting box 11, a slurry delivery pipe 14 fixedly installed on the bottom surface of the slurry collecting box 11 and located on the four edges, a lap support plate 118 is provided on the outer surface of the slurry delivery pipe 14, the top surface of the supporting hollow column 13 is fixedly connected to the middle position of the bottom of the lap support plate 118, and a guide pipe 113 arranged on the outer surface of one end of the pipe head butt sleeve 12 is fixedly connected to the top surface of the slurry collecting box 11 and located in the middle position;

[0038] A second hydraulic rod 131 is fixedly installed on the outer surface of the supporting hollow column 13 and located at the bottom edge. A limiting ring 132 movably sleeved on the outer surface of the slurry delivery pipe 14 is fixedly connected to the output end of the second hydraulic rod 131 .

[0039] The slurry box 11, the pipe head docking tube 12, the slurry delivery pipe 14, the lap support plate 118, the guide pipe 113, the hydraulic rod 131, the limiting collar 132 and the supporting hollow column 13 provided by the present invention are used to connect the output pipe of the mortar delivery pump truck with the pipe head docking tube 12, and the cement mortar is poured into the guide pipe 113. As the mortar continues to accumulate inside the slurry box 11, the liquid mortar will gradually spread to the surroundings due to gravity. At the same time, the slurry delivery pipe 14 on the bottom surface of the slurry box 11 is used to pour and discharge the mortar inside the slurry box 11, and the employees standing on the steel One end of the grouting pipe 14 is pulled and swung on the surface of the reinforcement frame, thereby pouring cement mortar into the interior of the reinforcement frame, and at the same time, the four grouting pipes 14 are extended and extended in conjunction with the overlap support plate 118, so that the four grouting pipes 14 can pour cement mortar over a large range, and the overlap support plate 118 is used to expand the angle of the four grouting pipes 14, so that a single mortar delivery pump truck can pour cement mortar to reinforcement frames in four directions at the same time, so that the pouring area of ​​the cement mortar is directly expanded by four times, avoiding the small pouring area and swing amplitude range of a single pouring pipe and poor pouring effect;

[0040] After the current position is poured, the hydraulic rod 2 131 on the outer surface of the supporting hollow column 13 is used to elastically push the limiting ring 132, and the hydraulic rod 2 131 is continuously extended to expand the middle position of the four slurry pipes 14 and expand to the surrounding areas with the supporting hollow column 13 as the center point, so as to increase the expansion area and range between the slurry pipe 14 and the ground. After the current position is poured, the slurry pipe 14 in the lower half of the limiting ring 132 is pushed a second time by the staff, thereby increasing the range and area of ​​the pouring of the slurry pipe 14 again, so as to achieve the effect that a single mortar delivery pump truck can simultaneously expand the area and range of cement mortar pouring for the steel frames in four directions for the second time.

[0041] Further, if Figure 1 - Figure 4 and Figure 6 As shown, a motor 111 is fixedly installed on the top inner wall of the slurry collecting box 11 and located on the edge position around the guide pipe 113, a stirring fan blade 112 is fixedly connected to the outer surface of the output end of the motor 111, a support column 115 is fixedly connected to the top surface of the slurry collecting box 11 and movably sleeved on the outer surface of the guide pipe 113, a limiting steel wire rope 114 is fixedly connected to the outer surface of the slurry collecting box 11 and located at the top edge position, a steel wire rope 116 is fixedly connected to the outer bottom edge position of the slurry collecting box 11, a support frame 117 is fixedly connected to one end of the steel wire rope 116, and the outer surface of the support frame 117 is fixedly installed on the top outer surface of the overlapping support plate 118, a wear-resistant ring 119 is provided on the outer surface of the overlapping support plate 118, and the inner wall of the wear-resistant ring 119 is movably sleeved on the outer surface of the slurry delivery pipe 14.

[0042] When the slurry box 11, motor 111, stirring blades 112, guide pipe 113 and slurry delivery pipe 14 provided by the present invention are in use, they cooperate with the mortar delivery pump truck to inject cement mortar into the guide pipe 113. As the cement mortar continues to accumulate inside the slurry box 11, the space inside the slurry box 11 will become smaller and smaller. Under the push of subsequent cement mortar, the cement mortar inside the slurry box 11 will accelerate through the slurry delivery pipe 14 and then be injected and discharged from the inside of the slurry delivery pipe 14, thereby injecting cement mortar into the steel frame. At the same time, the motor 111 inside the slurry box 11 is cooperated to rotate the stirring blades 112, thereby stirring the cement mortar remaining inside the slurry box 11, to avoid the water source inside the mortar being quickly consumed when the mortar flows, so that the fluidity of the cement mortar becomes poor, and the cement mortar accumulated inside the slurry box 11 cannot flow effectively.

[0043] Further, if Figure 1 - Figure 5 As shown, a hydraulic rod 122 is fixedly installed on the outer surface of the pipe head butt tube 12, and an arc-shaped horn sleeve 123 is fixedly connected to the output end of the hydraulic rod 122. A horn soft sleeve 121 that is movably sleeved on the inner wall of the arc-shaped horn sleeve 123 is provided on the outer surface of the pipe head butt tube 12.

[0044] When using the pipe head docking tube 12, horn soft sleeve 121, curved horn sleeve 123 and hydraulic rod 122 provided by the present invention, after the feed pipe of the mortar delivery pump truck is docked on the inner wall of the pipe head docking tube 12, the hydraulic rod 122 is used to hydraulically push the curved horn sleeve 123, and then the curvature on the inner wall of the curved horn sleeve 123 is used to squeeze the surface of the horn soft sleeve 121, so that the horn soft sleeve 121 fits tightly on the surface of the feed pipe, avoiding the water source inside the mortar from leaking out through the gap between the pipe head docking tube 12 and the feed pipe when the feed pipe is pouring cement mortar, thereby reducing the water source inside the cement mortar and accelerating the drying speed of the cement mortar.

[0045] Further, if Figure 1 - Figure 2 and Figure 6 - Figure 8 As shown, a pressure-resistant sleeve 133 is provided on the inner wall of the limiting ring 132, an elastic wire 134 is fixedly connected to the inner wall of the pressure-resistant sleeve 133, an anti-slip tube 135 is fixedly connected to the inner wall of the elastic wire 134, and the inner wall of the anti-slip tube 135 is movably sleeved on the outer surface of the slurry delivery pipe 14.

[0046] When the limiting ring 132, elastic wire 134 and anti-skid cylinder 135 provided by the present invention are in use, when the hydraulic rod 2 131 on the outer surface of the supporting hollow column 13 pushes the limiting ring 132, as the hydraulic rod 2 131 continues to extend, the slurry pipe 14 on the inner wall of the anti-skid cylinder 135 will slide on the inner wall of the anti-skid cylinder 135 as the hydraulic rod 2 131 extends. When the slurry pipe 14 slides inside the anti-skid cylinder 135, it will produce a certain toughness due to its own hardness, thereby generating a surface of the anti-skid cylinder 135. A certain driving force is provided, and at the same time, the elastic wire 134 on the outer surface of the anti-slip tube 135 provides a swing amplitude and angle for the anti-slip tube 135, so that the anti-slip tube 135 can be tilted at a certain angle inside the limiting ring 132, to avoid the slurry pipe 14 on the inner wall of the anti-slip tube 135 from expanding and extending with the push of the hydraulic rod 2 131. In addition, the toughness of the slurry pipe 14 itself makes it impossible for the slurry pipe 14 to be effectively tilted, and the surface of the slurry pipe 14 will bend, thereby reducing the service life of the slurry pipe 14.

[0047] Example 2

[0048] like Figure 9 As shown, the present invention also provides a method for casting a wind power equipment installation base, comprising the following steps:

[0049] S1. Use a mixer truck to pour concrete mortar into the interior of the concrete delivery truck;

[0050] S2. The poured mortar enters the mixing box under the push of the delivery pump;

[0051] S3. Use the four mortar pipes on the outer surface of the mixing box to pour cement mortar into the base pit;

[0052] S4. When using four mortar pipes to pour cement mortar, the diffusion area and range of the cement mortar can be increased at one time.

[0053] The working principle provided by the present invention is as follows: the top end of the limiting steel wire rope 114 is fixed in cooperation with the crane, the output pipe of the mortar delivery pump truck is docked with the pipe head docking sleeve 12, and after the delivery pipe of the mortar delivery pump truck is docked on the inner wall surface of the pipe head docking sleeve 12, the curved horn sleeve 123 is hydraulically pushed in cooperation with the hydraulic rod 122, and then the surface of the horn soft sleeve 121 is squeezed in cooperation with the curvature of the inner wall surface of the curved horn sleeve 123, so that the horn soft sleeve 121 is tightly fitted on the surface of the delivery pipe, so as to prevent the water source inside the mortar from leaking out through the gap between the pipe head docking sleeve 12 and the delivery pipe when the delivery pipe is infusing cement mortar, thereby reducing the water source inside the cement mortar and accelerating the drying speed of the cement mortar.

[0054] And pour cement mortar into the interior of the guide pipe 113. As the mortar continues to accumulate inside the slurry box 11, the liquid mortar will gradually spread to the surroundings due to gravity. Then the slurry box 11 is lifted up by a crane and moved to the top edge of the foundation pit. At the same time, the slurry delivery pipe 14 on the bottom surface of the slurry box 11 is used to pour and discharge the mortar inside the slurry box 11. The staff stand on the surface of the steel frame to pull and swing one end of the slurry delivery pipe 14, thereby urging the inside of the steel frame. When pouring cement mortar, the four slurry pipes 14 are extended and extended by the overlapping support plate 118, so that the four slurry pipes 14 can pour cement mortar over a large area. The four slurry pipes 14 are expanded by the overlapping support plate 118, so that a single mortar delivery pump truck can pour cement mortar to steel frames in four directions at the same time, so that the pouring area of ​​cement mortar is directly expanded by four times, avoiding the low pouring effect caused by the small pouring area and swing amplitude range of a single pouring pipe;

[0055] After the current position is poured, the hydraulic rod 2 131 on the outer surface of the supporting hollow column 13 is used to elastically push the limiting ring 132, and the hydraulic rod 2 131 is continuously extended to the middle position of the four slurry pipes 14 and to the surrounding areas with the supporting hollow column 13 as the center point, so as to increase the expansion area and range between the slurry pipe 14 and the ground. After the current position is poured, the slurry pipe 14 at the lower half of the limiting ring 132 is pushed a second time by the staff, thereby further increasing the range and area of ​​the slurry pipe 14 pouring, achieving the effect that a single mortar delivery pump truck can simultaneously expand the area and range of cement mortar pouring for the steel frame in four directions; when the slurry pipe 14 on the inner wall of the anti-skid cylinder 135 is pushed by the hydraulic rod 2 13 1 is extended and slides on the inner wall of the anti-slip cylinder 135. When the slurry pipe 14 slides inside the anti-slip cylinder 135, it will produce a certain toughness due to its own hardness, and thus produce a certain driving force on the surface of the anti-slip cylinder 135. At the same time, the elastic wire 134 on the outer surface of the anti-slip cylinder 135 provides a swing amplitude for the swing amplitude and angle of the anti-slip cylinder 135, so that the anti-slip cylinder 135 can be tilted at a certain angle inside the limiting ring 132, avoiding the slurry pipe 14 on the inner wall of the anti-slip cylinder 135 from expanding and extending with the push of the hydraulic rod 131. In addition, the toughness of the slurry pipe 14 itself makes it impossible for the slurry pipe 14 to be effectively tilted, and the surface of the slurry pipe 14 will bend, thereby reducing the service life of the slurry pipe 14.

[0056] The basic principles, main features, and advantages of the present invention are shown and described above. Those skilled in the art should understand that the present invention is not limited to the foregoing embodiments. The foregoing embodiments and descriptions are merely illustrative of the principles of the present invention. Various changes and modifications may be made to the present invention without departing from the spirit and scope of the present invention. Such changes and modifications are intended to fall within the scope of the present invention. The scope of protection claimed in the present invention is defined by the appended claims and their equivalents.

Claims

1. A device for casting a foundation for mounting a wind turbine, comprising a slurry collecting box (11) and a pipe head butt joint (12) arranged on a side surface of the slurry collecting box (11), a supporting hollow column (13) fixedly mounted on the bottom edge of the slurry collecting box (11), and a slurry delivery pipe (14) fixedly mounted on the bottom surface of the slurry collecting box (11) and located on the edges thereof, characterized in that: A lap support plate (118) is provided on the outer surface of the slurry delivery pipe (14), the top surface of the supporting hollow column (13) is fixedly connected to the middle position of the bottom of the lap support plate (118), and a guide pipe (113) provided on the outer surface of one end of the pipe head docking tube (12) is fixedly connected to the top surface of the slurry collecting box (11) and located in the middle position; A second hydraulic rod (131) is fixedly installed on the outer surface of the supporting hollow column (13) and located at the bottom edge position, and a limiting ring (132) that is movably sleeved on the outer surface of the slurry delivery pipe (14) is fixedly connected to the output end of the second hydraulic rod (131).

2. A wind power equipment installation base casting device according to claim 1, characterized in that: A motor (111) is fixedly mounted on the inner wall of the top of the slurry collecting box (11) and at the edges of the guide tube (113). A stirring blade (112) is fixedly connected to the outer surface of the output end of the motor (111). A support column (115) that is movably sleeved on the outer surface of the guide tube (113) is fixedly connected to the top surface of the slurry collecting box (11).

3. A wind power equipment installation base casting device according to claim 2, characterized in that: A limiting steel wire rope (114) is fixedly connected to the outer surface of the slurry collecting box (11) at the top edge position, and a steel wire rope (116) is fixedly connected to the outer bottom edge position of the slurry collecting box (11).

4. A wind power equipment installation base casting device according to claim 3, characterized in that: A support frame (117) is fixedly connected to one end of the steel wire rope (116), and the outer surface of the support frame (117) is fixedly mounted on the top outer surface of the overlapping support plate (118).

5. A wind power equipment installation base casting device according to claim 4, characterized in that: A wear-resistant collar (119) is provided on the outer surface of the overlap support plate (118), and the inner wall of the wear-resistant collar (119) is movably sleeved on the outer surface of the slurry delivery pipe (14).

6. A wind power equipment installation base casting device according to claim 1, characterized in that: A pressure-resistant sleeve (133) is provided on the inner wall surface of the limiting ring (132), and an elastic wire (134) is fixedly connected to the inner wall surface of the pressure-resistant sleeve (133).

7. A wind power equipment installation base casting device according to claim 6, characterized in that: An anti-skid tube (135) is fixedly connected to the inner wall surface of the elastic wire (134), and the inner wall surface of the anti-skid tube (135) is movably sleeved on the outer surface of the slurry conveying pipe (14).

8. The device for casting a wind power equipment installation base according to claim 1, characterized in that: A hydraulic rod (122) is fixedly mounted on the outer surface of the pipe head butt joint (12); an arc-shaped horn sleeve (123) is fixedly connected to the output end of the hydraulic rod (122); and a horn soft sleeve (121) movably sleeved on the inner wall of the arc-shaped horn sleeve (123) is provided on the outer surface of the pipe head butt joint (12).

9. A method for casting a wind power equipment mounting base, applicable to a wind power equipment mounting base casting device according to claims 1-8, characterized in that: The following steps are involved: S1. Use a mixer truck to pour concrete mortar into the interior of the concrete delivery truck; S2. The poured mortar enters the mixing box under the push of the delivery pump; S3. Use the four mortar pipes on the outer surface of the mixing box to pour cement mortar into the base pit; S4. When using four mortar pipes to pour cement mortar, the diffusion area and range of the cement mortar can be increased at one time.

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