Steel structure construction platform in wind power tower
By designing a steel structure construction platform with telescopic beams and block structures, the problems of platform adjustment difficulties and bolt fixing risks caused by changes in the inner diameter of the wind turbine tower are solved, and adaptive adjustment of the platform outer diameter and guardrail length is achieved, which simplifies the installation and disassembly process and improves safety and practicality.
Patent Information
- Application Number
- CN202510879242.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-06-27
- Publication Date
- 2025-09-19
AI Technical Summary
The existing construction platform cannot adapt to changes in the inner diameter of the wind turbine tower and needs to be frequently dismantled and adjusted. There is a risk of falling due to bolt fixation, and the guardrail length cannot be adjusted.
A steel structure construction platform including telescopic beams, support plates, hangers and telescopic guardrails was designed. The telescopic beams and block structures were used to achieve adaptive adjustment of the platform length and guardrail length, avoiding bolt fixation and adopting hoisting and block connection.
Flexible adjustment of the platform outer diameter and guardrail length is achieved, which simplifies the installation and disassembly process, improves safety and practicality, and avoids the risk of bolt falling.
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Figure CN120666899A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of structural components, and in particular to a steel structure construction platform inside a wind power tower. Background Art
[0002] The wind turbine tower building is roughly a cone-shaped structure. Figure 9 As shown, elevators, cables, interior decoration, etc. will be installed inside the tower, so a temporary construction platform is needed as a support table for the operators.
[0003] Existing construction platforms are mostly welded or bolted. The outer diameter of the platform is relatively fixed and cannot adapt to the changes in the inner diameter of the tower at different heights. The outer periphery of the platform needs to be dismantled to adjust the outer diameter, which is relatively troublesome. In addition, the support plate is fixed by multiple bolts, and there is a risk of the bolts falling. The guardrails on the edge of the support platform are also mostly fixed metal components. The protection length cannot be adjusted with the changes in the outer diameter of the platform. For this reason, we propose a steel structure construction platform inside the wind turbine tower. Summary of the Invention
[0004] The purpose of the present invention is to provide a steel structure construction platform inside a wind power tower to solve the problems raised in the above background technology.
[0005] To achieve the above objectives, the present invention provides the following technical solutions: a steel structure construction platform inside a wind power tower, comprising:
[0006] A frame, wherein a plurality of telescopic beams are provided on the outer surface of the frame along the circumference thereof;
[0007] A hanging seat is provided on the upper surface of one end of the telescopic beam so as to be hoisted to the inner wall of the wind tower by cooperating with the rigging;
[0008] A support plate is installed between the two telescopic beams through a block structure, and multiple support plates are evenly distributed along the long sides of the telescopic beams;
[0009] The telescopic guardrail is arranged on the support plate and cooperates with the installation groove opened on the inner edge of the support plate, and the length of the telescopic guardrail matches the arc length of the edge of the support plate.
[0010] Preferably, the telescopic beam includes a main beam, a secondary beam, a support block and an adjusting bolt. One end of the main beam is fixed to the outer surface of the frame, and the other end is slidably connected to the secondary beam on the inner side. The main beam is provided with an adjusting bolt for locking the position of the secondary beam, and the side wall of the main beam protrudes outward to form a support block for supporting the support plate.
[0011] Preferably, a positioning block is fixed on the lower surface of the support plate, and a positioning groove cooperating with the positioning block is formed on the support block.
[0012] Preferably, the block structure includes a block and a spring, the block is slidably mounted on both ends of the inner side of the support plate, one end of the block has a spring, and the side wall of the telescopic beam is provided with a connecting groove that cooperates with the spring.
[0013] Preferably, the telescopic guardrail includes a first column, a second column, a wire box and a cable, the first column is inserted into the inner side of the mounting groove, and the wire box is fixed on the first column, a cable extends from the inner side of one side of the wire box, and one end of the cable is fixed to a second column that cooperates with another mounting groove.
[0014] Preferably, the telescopic guardrail also includes a limiting ring and a stop block. A groove is provided on the lower surface of the first column. The stop block is rotatably installed on the inner side of the groove. The limiting ring is connected to the lower end of the outer surface of the first column through a threaded portion to cooperate with the stop block to clamp the support plate.
[0015] Preferably, a reel for releasing the cable is rotatably provided inside the wire-releasing box, and a worm wheel is fixed to the top of the reel, one side of the worm wheel is meshed with a worm, and one end of the worm passes through the outer surface of the wire-releasing box to be connected to a rotating handle.
[0016] Preferably, the wire-releasing boxes are symmetrically arranged at two locations along the second column.
[0017] Preferably, the support plate is fan-shaped.
[0018] Preferably, six telescopic beams are provided along the circumference of the frame.
[0019] Compared with the prior art, the present invention has the following beneficial effects:
[0020] (1) The present invention is provided with a support plate, a frame, a telescopic guardrail and a hanger, so that a structural platform can be adaptively set up at different heights inside the wind tower according to the gradual reduction of the inner diameter of the wind tower for support. The device has a simple structure and can adjust the support outer diameter and the length of the guardrail according to the change of the inner diameter of the wind tower. It is also easy to install, which improves practicality.
[0021] (2) The present invention is provided with a clamping block, a spring and a connecting groove to avoid the risk of bolts falling off when the traditional support plate is fixed at a high place. The installation also requires a special screw-tightening tool, which is relatively troublesome. The present device does not require special tools and can quickly complete the laying of multiple support plates. The subsequent disassembly is simple, which increases the use effect of the device. BRIEF DESCRIPTION OF THE DRAWINGS
[0022] Figure 1 It is a structural schematic diagram of the present invention;
[0023] Figure 2 This is a schematic diagram of the installation structure of the telescopic guardrail of the present invention;
[0024] Figure 3 It is a schematic diagram of the telescopic beam structure of the present invention;
[0025] Figure 4 It is a schematic diagram of the support block structure of the present invention;
[0026] Figure 5 This is a schematic diagram of the telescopic guardrail structure of the present invention;
[0027] Figure 6 This is a schematic diagram of the cross-sectional structure of the support plate of the present invention;
[0028] Figure 7 This is a schematic diagram of the stopper installation structure of the present invention;
[0029] Figure 8 This is a schematic cross-sectional view of the wire box of the present invention;
[0030] Figure 9 Schematic diagram of existing wind turbine towers.
[0031] In the figure: 1. telescopic beam; 101. main beam; 102. secondary beam; 104. support block; 105. positioning groove; 106. adjusting bolt; 2. support plate; 201. clamping block; 202. spring; 3. frame; 4. mounting groove; 5. telescopic guardrail; 501. first column; 502. second column; 503. wire box; 504. cable; 505. rotating handle; 506. limiting ring; 507. block; 508. reel; 509. worm gear; 510. worm; 6. hanger; 7. connecting groove; 9. positioning block; 10. notch. DETAILED DESCRIPTION
[0032] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0033] See also Figures 1-9 The present invention provides a technical solution: a steel structure construction platform inside a wind power tower, comprising:
[0034] A frame 3, wherein a plurality of telescopic beams 1 are provided on the outer surface of the frame 3 along its circumference;
[0035] It is convenient to adjust the length of the telescopic beam 1 according to the changes in the inner diameter of the wind tower at different heights;
[0036] A hanging seat 6 is provided on the upper surface of one end of the telescopic beam 1 so as to be hoisted to the inner wall of the wind tower by cooperating with the rigging;
[0037] It is convenient to quickly hoist the device into the wind tower to provide support for subsequent workers.
[0038] The support plate 2 is installed between the two telescopic beams 1 through a block structure, and multiple support plates are evenly distributed along the long side of the telescopic beam 1;
[0039] It is convenient to quickly fix and install the support plate 2, and it is also convenient to disassemble and adjust it in the later stage.
[0040] The telescopic guardrail 5 is provided on the support plate 2 and matches with the mounting groove 4 provided on the inner edge of the support plate 2 , and the length of the telescopic guardrail 5 matches the arc length of the edge of the support plate 2 .
[0041] It is convenient to adjust the length of the telescopic guardrail 5 according to the change of the outer diameter of the support platform, thereby improving the protection safety of the edge of the support platform through the telescopic guardrail 5.
[0042] Preferably, the telescopic beam 1 includes a main beam 101, a secondary beam 102, a support block 104 and an adjusting bolt 106. One end of the main beam 101 is fixed to the outer surface of the frame 3, and the other end is slidably connected to the secondary beam 102 on the inner side. The main beam 101 is provided with an adjusting bolt 106 for locking the position of the secondary beam 102. The side wall of the main beam 101 protrudes outward to form a support block 104 for supporting the support plate 2.
[0043] The telescopic beam 1 is made of steel, which is convenient for improving strength. When installing the support platform at different heights inside the wind tower, the length of the telescopic beam 1 can be quickly adjusted to meet different length requirements. By adding support blocks 104 to the side walls of the main beam 101, it is also convenient to support the support plate 2 for subsequent laying.
[0044] Preferably, a positioning block 9 is fixed to the lower surface of the support plate 2 , and a positioning groove 105 cooperating with the positioning block 9 is formed on the support block 104 .
[0045] It is convenient to quickly lay multiple support plates 2 along the length direction of the telescopic beam 1. At the same time, through the cooperation of the positioning groove 105 and the positioning block 9, it is possible to well avoid changes in the distance between the two telescopic beams 1, so as to maintain stability.
[0046] Preferably, the block structure includes a block 201 and a spring 202. The block 201 is slidably mounted on both ends of the inner side of the support plate 2, and one end of the block 201 has a spring 202. The side wall of the telescopic beam 1 is provided with a connecting groove 7 that cooperates with the spring 202.
[0047] It is convenient to quickly fix the support plate 2 and the telescopic beam 1, avoiding the inconvenience of installing multiple bolts, and improving the convenience of installing the support plate 2.
[0048] Preferably, the telescopic guardrail 5 includes a first column 501, a second column 502, a wire box 503 and a cable 504. The first column 501 is inserted into the inner side of the installation groove 4, and the wire box 503 is fixed on the first column 501. A cable 504 extends from the inner side of the wire box 503, and one end of the cable 504 is fixed to the second column 502 that cooperates with the other installation groove 4.
[0049] It is convenient to protect the edge of the supporting platform of the steel structure and improve the safety of the edge.
[0050] Preferably, the telescopic guardrail 5 also includes a limiting ring 506 and a stop block 507. A groove is provided on the lower surface of the first column 501, and the stop block 507 is rotatably installed on the inner side of the groove. The limiting ring 506 is connected to the lower end of the outer surface of the first column 501 through a threaded portion to cooperate with the stop block 507 to clamp the support plate 2.
[0051] It is convenient to quickly install the first column 501 or the second column 502 on the support plate 2, thereby improving the convenience of assembly and disassembly.
[0052] Preferably, a reel 508 for releasing the cable 504 is rotatably provided inside the wire-releasing box 503, and a worm gear 509 is fixed to the top of the reel 508. A worm 510 is meshedly connected to one side of the worm gear 509, and one end of the worm 510 passes through the outer surface of the wire-releasing box 503 to be connected to a rotating handle 505.
[0053] The length of the guardrail can be easily adjusted to match the outer diameter of the support table.
[0054] Preferably, the wire-releasing boxes 503 are symmetrically arranged at two locations along the second column 502 .
[0055] Preferably, the support plate 2 is fan-shaped.
[0056] It is convenient to lay multiple ones along the long side of the telescopic beam 1 to provide a supporting effect.
[0057] Preferably, six telescopic beams 1 are provided along the circumference of the frame 3;
[0058] This facilitates better connection of the end of the telescopic beam 1 to the inner wall of the wind power tower through the rigging.
[0059] The working principle and use process of the present invention are as follows: when in use, according to the inner diameter of the wind turbine tower, the secondary beam 102 is extended from the inner side of the support block 104, and then the adjusting bolt 106 is tightened to lock the position of the secondary beam 102. At this time, the telescopic beam 1 can be hoisted to the inner side of the wind turbine tower through the hanger 6 and the rigging, and then the support plate 2 and the telescopic beam 1 are matched through the positioning block 9 and the positioning groove 105. At this time, the clamping block 201 is clamped into the inner side of the connecting groove 7 to lay multiple support plates 2. When laying, 1 to 5 support plates 2 can be laid as little as possible to form a gap 10 for construction workers to go up and down. After installation, according to the outermost support plate 2 side The arc length of the edge is determined by rotating the worm 510 to drive the worm wheel 509 to rotate, thereby rotating the reel 508 to release the cable 504. Through the self-locking between the worm wheel 509 and the worm 510, the length of the cable 504 can be quickly adjusted and locked. Then, the stop block 507 is rotated to make it parallel to the first column 501, and the stop block 507 is passed through the inner side of the installation groove 4 to make it contact with the lower surface of the support plate 2. At this time, the limiting ring 506 can be rotated downward to cooperate with the limiting ring 506 and the stop block 507 to clamp and fix it with the support plate 2, thereby completing the installation of the telescopic guardrail 5, which is easy to operate.
[0060] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.
Claims
1. A steel structure construction platform inside a wind power tower, characterized in that: include: A frame (3), wherein a plurality of telescopic beams (1) are provided on an outer surface of the frame (3) along its circumference; A hanging seat (6) is provided on the upper surface of one end of the telescopic beam (1) so as to be hoisted on the inner wall of the wind tower by cooperating with the rigging; A support plate (2) is installed between the two telescopic beams (1) via a block structure, and a plurality of support plates are evenly distributed along the long sides of the telescopic beams (1); A telescopic guardrail (5) is provided on the support plate (2) and cooperates with the mounting groove (4) provided on the inner edge of the support plate (2), and the length of the telescopic guardrail (5) matches the arc length of the edge of the support plate (2).
2. The steel structure construction platform inside a wind turbine tower according to claim 1, characterized in that: The telescopic beam (1) comprises a main beam (101), a secondary beam (102), a support block (104) and an adjusting bolt (106); one end of the main beam (101) is fixed to the outer surface of the frame (3); the other end is slidably connected to the secondary beam (102) on the inner side; the main beam (101) is provided with an adjusting bolt (106) for locking the position of the secondary beam (102); and a support block (104) for supporting the support plate (2) is formed on the side wall of the main beam (101) protruding outward.
3. The steel structure construction platform inside a wind turbine tower according to claim 2, characterized in that: A positioning block (9) is fixed to the lower surface of the support plate (2), and a positioning groove (105) cooperating with the positioning block (9) is provided on the support block (104).
4. The steel structure construction platform inside a wind turbine tower according to claim 1, characterized in that: The block structure comprises a block (201) and a spring (202); the block (201) is slidably mounted on both ends of the inner side of the support plate (2); one end of the block (201) has a spring (202); and a connecting groove (7) cooperating with the spring (202) is provided on a side wall of the telescopic beam (1).
5. The steel structure construction platform inside a wind power tower according to claim 1, characterized in that: The telescopic guardrail (5) comprises a first column (501), a second column (502), a wire-releasing box (503) and a cable (504), wherein the first column (501) is inserted into the inner side of the installation slot (4), and the wire-releasing box (503) is fixed on the first column (501), a cable (504) extends from the inner side of one side of the wire-releasing box (503), and one end of the cable (504) is fixed to the second column (502) that matches the other installation slot (4).
6. The steel structure construction platform inside a wind turbine tower according to claim 5, characterized in that: The telescopic guardrail (5) further comprises a limiting ring (506) and a stopper (507); a groove is provided on the lower surface of the first column (501); the stopper (507) is rotatably mounted inside the groove; the limiting ring (506) is connected to the lower end of the outer surface of the first column (501) via a threaded portion to cooperate with the stopper (507) to clamp the support plate (2).
7. The steel structure construction platform inside a wind power tower according to claim 5, characterized in that: A reel (508) for releasing the cable (504) is rotatably provided inside the pay-off box (503), and a worm wheel (509) is fixed to the top end of the reel (508). A worm (510) is meshedly connected to one side of the worm wheel (509), and one end of the worm (510) passes through the outer surface of the pay-off box (503) to be connected to a rotating handle (505).
8. The steel structure construction platform inside a wind turbine tower according to claim 5, characterized in that: The wire-releasing boxes (503) are symmetrically arranged at two locations along the second column (502).
9. The steel structure construction platform inside a wind turbine tower according to claim 1, characterized in that: The support plate (2) is fan-shaped.
10. The steel structure construction platform inside a wind power tower according to claim 1, characterized in that: Six telescopic beams (1) are arranged along the circumference of the frame (3).
Citation Information
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