Adjustable wind power mixed tower duct piece concrete assembling platform

Abstract

The utility model discloses an adjustable wind power mixed tower duct piece concrete splicing platform which comprises a connecting component, a small concrete platform and a splicing ring auxiliary tool. The connecting component comprises a connecting base and a plurality of telescopic rods, the telescopic rods are arranged around the connecting base in the circumferential direction, one end of each telescopic rod is fixedly connected with the connecting base, and the other end of each telescopic rod is connected with the small concrete platform and used for movably adjusting the diameter of the splicing ring. The ring splicing auxiliary tools are mounted at the tops of the small concrete platforms and used for clamping the mixed tower duct pieces; according to the utility model, the diameter and the bearing height of the splicing ring can be flexibly adjusted, so that the end part of the splicing section is well matched with the splicing section which is mounted at the beginning; and meanwhile, the concrete is adopted as the main material of the splicing platform, and compared with a traditional steel platform, the manufacturing cost and the transportation cost can be greatly reduced.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of wind turbine mixed tower pipe piece assembly, especially to an adjustable wind power mixed tower pipe piece concrete assembly platform. BACKGROUND

[0002] Now, the wind power mixed tower pipe piece ring assembly generally adopts a steel ring assembly platform, but the steel ring assembly platform has the defects of high manufacturing and transportation costs and cannot be widely popularized. In order to improve the efficiency, the splicing method can also adopt sectional splicing and piece splicing, and the existing wind power generation mixed tower pipe piece assembly mechanism adopts the mode of connecting adjacent splicing sections one by one until a ring shape is formed. Since the splicing sections are not accurate in alignment, the end of the splicing section and the splicing section installed at the beginning cannot be well matched, and a lot of manpower and time are wasted for adjustment. SUMMARY

[0003] The utility model aims at solving the defects in the prior art and provides an adjustable wind power mixed tower pipe piece concrete assembly platform to replace the original steel assembly platform and reduce the manufacturing and transportation costs of the mixed tower pipe piece ring assembly platform.

[0004] To achieve the above-mentioned purpose, the utility model provides a technical scheme of an adjustable wind power mixed tower pipe piece concrete assembly platform, which comprises a connecting member, a concrete small platform and a ring assembly auxiliary tool. The connecting member comprises a connecting base and a plurality of telescopic rods, the telescopic rods are arranged circumferentially around the connecting base, one end of the telescopic rod is fixedly connected with the connecting base, the other end of the telescopic rod is connected with the concrete small platform, and the telescopic rods are used for movably adjusting the diameter of the ring. The ring assembly auxiliary tool is installed on the top of each concrete small platform and is used for clamping the mixed tower pipe piece.

[0005] Further, the ring assembly auxiliary tool comprises a bearing slide plate, an inner ring assembly adjusting tool, an outer ring assembly adjusting tool and a jack. The bearing slide plate is installed on the top of the concrete small platform and is used for supporting the mixed tower pipe piece. The inner ring assembly adjusting tool is installed on one side of the bearing slide plate and is close to the connecting member. The inner ring assembly adjusting tool comprises a base and a bolt. One end of the bolt passes through the base and movably connects with the base, and the other end of the bolt extends towards the bearing slide plate. The outer ring assembly adjusting tool is installed on the other side of the bearing slide plate. One end of the jack is fixedly connected with the outer ring assembly adjusting tool, and the other end of the jack is in contact with the bearing slide plate.

[0006] Further, the concrete small platform comprises a concrete base, a bearing steel plate and a protective angle iron. The bearing steel plate is installed on the top of the concrete base, and the protective angle iron is arranged on each side of the concrete base.

[0007] Further, a plurality of mounting holes for mounting the ring assembly auxiliary tool are formed on the bearing steel plate.

[0008] Further, the platform comprises a height adjuster; the height adjuster is installed on both sides of the concrete small platform and is close to the bottom of the concrete small platform, and is used for adjusting the height of the concrete small platform.

[0009] Further, a transfer lifting hole penetrating through the concrete small platform is formed on the side of the concrete small platform, and is used for lifting operation of the concrete small platform.

[0010] Compared with the prior art, the utility model has the following advantages and beneficial effects:

[0011] 1. The utility model can realize flexible adjustment of ring assembly diameter and bearing height, and good fit between the end of the spliced section and the first installed spliced section is achieved.

[0012] 2. The utility model uses concrete as the main material of the assembling platform, and compared with the traditional steel platform, the manufacturing cost and transportation cost can be greatly reduced. BRIEF DESCRIPTION OF DRAWINGS

[0013] Fig. 1 It is a structural schematic view of the utility model.

[0014] Fig. 2 It is a structural schematic view of the concrete small platform.

[0015] Fig. 3 It is a structural schematic view of the concrete small platform and the ring assembly auxiliary tool mounting structure.

[0016] Fig. 4 It is a structural schematic view of the tower pipe piece assembled by the utility model. DETAILED DESCRIPTION

[0017] The utility model will be further described in combination with specific embodiments.

[0018] Reference Figs. 1 to 4As shown, the adjustable wind power mixed tower pipe piece concrete assembling platform provided by the embodiment comprises a connecting member 1, a concrete small platform 2, a ring assembling auxiliary tool 3 and a height adjuster 4. The connecting member 1 comprises a connecting base 101 and a plurality of telescopic rods 102, the plurality of telescopic rods 102 are arranged in a circumference around the connecting base, so that the connecting member 1 as a whole is radial, wherein one end of the telescopic rod 102 is fixedly connected with the connecting base 101, the other end of the telescopic rod 102 is connected with the concrete small platform 2, the distance between the concrete small platform 2 and the connecting base 1 is adjusted through the telescopic adjustment of the telescopic rod 102, and then the diameter of the ring is adjusted in a movable manner. The ring assembling auxiliary tool 3 is installed on the top of each concrete small platform 2 and is used for clamping the tower pipe piece a. The height adjuster 4 is installed on both sides of the concrete small platform 2 and is close to the bottom of the concrete small platform 2, wherein the bottom end of the height adjuster 4 can be in contact with the ground and is used for adjusting the height of the concrete small platform 2.

[0019] The concrete small platform 2 comprises a concrete base 201, a bearing steel plate 202 and a protective angle iron 203. The bearing steel plate 202 is installed on the top of the concrete base 201, a plurality of mounting holes for mounting the ring assembling auxiliary tool 3 are formed in the bearing steel plate 202, and the protective angle iron 203 is arranged on each side of the concrete base 201. A transfer and lifting hole 2011 penetrating the concrete small platform is formed in the side of the concrete small platform 2 and is used for lifting operation of the concrete small platform 2.

[0020] The ring assembling auxiliary tool 3 comprises a bearing slide plate 301, an inner ring adjusting tool 302, an outer ring adjusting tool 303 and a jack 304. The bearing slide plate 301 is installed on the top of the concrete small platform 2 and is used for supporting the tower pipe piece a. The inner ring adjusting tool 302 is installed on one side of the bearing slide plate 301 and is close to the connecting member 1, the inner ring adjusting tool 302 comprises a base 3021 and a bolt 3022, one end of the bolt 3022 penetrates the base 3021 and is movably connected with the base 3021, and the other end of the bolt 3022 extends towards the bearing slide plate 301. The outer ring adjusting tool 303 is installed on the other side of the bearing slide plate 301, one end of the jack 304 is fixedly connected with the outer ring adjusting tool 303, and the other end of the jack 304 is in contact with the bearing slide plate 301. The tower pipe piece a is clamped through the bolt 3022, the bearing slide plate 301 and the jack 304.

[0021] The above-mentioned embodiment is only a preferred embodiment of the present application, and does not limit the implementation range of the present application, so that any change made according to the shape and principle of the present application should be covered in the protection range of the present application.

Claims

1. An adjustable wind power hybrid tower segment concrete assembly platform characterized by: The connecting member, the concrete small platform and the ring assembly auxiliary tool are included; the connecting member includes a connecting base and multiple telescopic rods, the multiple telescopic rods are arranged around the connecting base in a circumferential direction, one end of the telescopic rod is fixedly connected with the connecting base, and the other end of the telescopic rod is connected with the concrete small platform, and is used for movably adjusting the diameter of the ring assembly; The ring assembly auxiliary tool is installed on the top of each concrete small platform, and is used for clamping the tower pipe piece.

2. The adjustable wind and wave power hybrid tower segment concrete assembly platform according to claim 1, characterized in that: The ring assembly auxiliary tool includes a bearing slide plate, an inner ring assembly adjusting tool, an outer ring assembly adjusting tool and a jack; the bearing slide plate is installed on the top of the concrete small platform, and is used for bearing the tower pipe piece; the inner ring assembly adjusting tool is installed on one side of the bearing slide plate and is close to the connecting member, the inner ring assembly adjusting tool includes a base and a bolt, one end of the bolt passes through the base and movably connects with the base, and the other end of the bolt extends towards the bearing slide plate; the outer ring assembly adjusting tool is installed on the other side of the bearing slide plate, one end of the jack is fixed at the outer ring assembly adjusting tool, and the other end of the jack is in contact with the bearing slide plate.

3. The adjustable wind and wave power hybrid tower segment concrete assembly platform according to claim 1, characterized in that: The concrete small platform includes a concrete base, a bearing steel plate and a protective angle iron; the bearing steel plate is installed on the top of the concrete base, and the protective angle iron is arranged on each side of the concrete base.

4. The adjustable wind and wave hybrid tower pipe segment concrete assembly platform according to claim 3, characterized in that: Multiple mounting holes for mounting the ring assembly auxiliary tool are formed in the bearing steel plate.

5. The adjustable wind and wave power hybrid tower segment concrete assembly platform according to claim 1, characterized in that: The height adjuster is installed on both sides of the concrete small platform and is close to the bottom of the concrete small platform, and is used for adjusting the height of the concrete small platform.

6. The adjustable wind and wave hybrid tower pipe sheet hybrid concrete assembly platform according to claim 1, characterized in that: The side surface of the concrete small platform is provided with a transfer and lifting hole penetrating through the concrete small platform, and is used for lifting operation of the concrete small platform.

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