Ultrahigh tower construction platform
By setting up chutes and stops on the ultra-high tower construction platform, using beams to support side-by-side splicing, combining locking screws and locking components, the independent movement of the construction platform is achieved, and the safety hazards and operation difficulty of platform movement during ultra-high tower construction is solved, and an economical and simple construction solution is provided.
Patent Information
- Application Number
- CN202422078852.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-26
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2034-08-26
AI Technical Summary
During the construction of ultra-high tower construction, the up and down movement of the construction platform needs to be frequently built and demolished, and the lack of auxiliary equipment locations leads to safety hazards and high operational difficulties.
A super-height tower construction platform is designed. By installing a slide chute and a stop at the bottom of the construction platform, the beam supports side-by-side splicing, and combining locking screws and locking components, the platform rotates and moves around the beam, avoiding the use of cranes and elevator equipment.
It realizes the independent movement of the construction platform, reduces safety hazards and operation difficulty, and provides an economical and simple construction plan.
Smart Images

Figure CN223151598U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of high-altitude operation equipment, and particularly relates to an ultra-high tower construction platform. Background Technique
[0002] Ultra-high tower buildings usually refer to buildings with a height exceeding 300 meters. They occupy a prominent position in the modern urban skyline and have become important symbols for displaying the urban image and technical level. Such buildings often have complex structural systems and need to consider various technical issues such as earthquake resistance, wind resistance, vertical transportation, and fire protection.
[0003] During the construction process of ultra-high tower buildings, a temporary standing construction platform needs to be built on the ultra-high tower. Generally, the up and down movement of the construction platform requires the assembly of a crane or an elevator to achieve the up and down movement of the construction platform. Due to the high height of ultra-high tower buildings, most of them are steel frame structures, and there are few placement positions for such auxiliary equipment for the up and down movement of the construction platform. Therefore, the movement of the construction platform requires frequent erection and demolition. As the height increases, the potential safety hazards and operation difficulties also gradually increase. Summary of the Utility Model
[0004] In view of this, the purpose of the utility model is to provide an ultra-high tower construction platform that can achieve the up and down movement of the platform without auxiliary devices.
[0005] To achieve the above purpose, the utility model provides the following technical solutions:
[0006] The utility model includes more than two building platforms. A chute is provided at the bottom of the building platform. Two stoppers are slidably arranged in the chute. The bottom sides of both ends of the building platform are respectively supported and placed on two equal-height cross beams of the high tower. Slide the stoppers so that the stoppers are respectively blocked on the outer sides of the cross beams. The building platforms are spliced side by side to form a construction platform. The lower ends of the stoppers are bent and blocked on the bottom side of the cross beams. A blocking screw is also threadedly connected to the bent end of the stopper, and the blocking screw is blocked on the inner side of the cross beam. A locking screw is also threadedly connected to the stopper, and the locking screw abuts against the building platform to fix the position of the stopper.
[0007] Further, two baffle plates are extended from the stopper. A locking screw is threadedly connected to each stopper. A clamping block is also provided on the bottom surface of the stopper facing the building platform. A number of guide posts are fixed to the clamping block, and the guide posts are slidably arranged on the baffle plates. The locking screw abuts against the clamping block, the clamping block abuts against the bottom surface of the building platform, and matching teeth are respectively arranged on the contact surfaces between the clamping block and the building platform.
[0008] Furthermore, a locking part is provided on the building platform. The locking part includes a sliding column and a bolt connected together. The sliding column is vertically slidably arranged on the edge of one of the building platforms, and the bolt is inserted into the edge of the adjacent building platform.
[0009] Furthermore, the cross-section of the sliding groove is in an inverted T shape, and the stopper is in an inverted T-shaped structure matching the cross-section of the sliding groove.
[0010] Furthermore, a handle for easy holding and applying force is provided on the bottom surface of the building platform.
[0011] The beneficial effects of the present utility model are as follows:
[0012] By arranging a plurality of building platforms arranged side by side, a construction platform is formed for temporary support and erected at the position of the cross beam of the ultra-high tower. The bottom sides at both ends of each building platform are supported by the cross beams on the ultra-high tower. By tightening the locking screws, the position of the stopper on the sliding groove is fixed, and the stoppers are respectively blocked on the outer sides of the cross beams to limit the lateral movement of the building platform on the cross beams; for this construction platform, by loosening the placement screw and the locking screw at one end of one building platform, the stopper at this end is loosened from the cross beam. Only the locking screw at the other end of the building platform is loosened, and the position of the stopper on the cross beam is restricted by the placement screw, so that this building platform can be as Figure 2 shown, rotate around the cross beam and move along the cross beam. This building platform can move one end up to the position of the upper cross beam in an inclined state. At this time, the stopper at the free end of the building platform can be locked at the position of the upper cross beam. In the same way, the other end of the building platform can be moved up to the same height to realize the translation of the building platform at high altitude. By arranging a plurality of building platforms, during the upward movement of the building platform, another building platform provides support for the operator, and a plurality of building platforms can also be combined into a larger construction space. By setting this construction platform, a self-movable construction platform can be erected on the ultra-high tower frame, without the need to erect high-altitude crane equipment and elevator equipment, which is a simple and economical construction platform solution.
[0013] Other advantages, objectives and features of the present utility model will be described in the subsequent specification, and to some extent will be obvious to those skilled in the art, or those skilled in the art can obtain teachings from the practice of the present utility model. The objectives and other advantages of the present utility model can be achieved and obtained through the following specification. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] In order to make the objectives, technical solutions and beneficial effects of the present utility model clearer, the following drawings are provided for the description of the present utility model:
[0015] Figure 1 It is a schematic diagram of the construction of the construction platform in the embodiment of the present utility model;
[0016] Figure 2 Schematic diagram of the upward movement of the construction platform in the embodiment of the present utility model;
[0017] Figure 3 Details at the stop block in the embodiment of the present utility model Figure 1 ;
[0018] Figure 4 Details at the stop block in the embodiment of the present utility model Figure 2 ;
[0019] Figure 5 Schematic diagram of the locking part in the embodiment of the present utility model;
[0020] The marks in the drawings are as follows: 1, construction platform; 11, chute; 12, handle; 2, stop block; 21, positioning screw; 22, locking screw; 23, baffle; 24, clamping block; 25, guiding column; 3, cross beam; 4, locking part; 41, sliding column; 42, bolt. Specific implementation mode
[0021] As Figures 1 - 5 shown, the present utility model discloses a construction platform for ultra-high towers. As Figure 1 shown, it includes more than two construction platforms 1. In this embodiment, three construction platforms 1 arranged and spliced are provided. The construction platform 1 is a long strip-shaped flat plate. Refer to Figure 4 , a chute 11 is provided at the bottom of the construction platform 1. Two stop blocks 2 are slidably arranged in the chute 11. The cross section of the chute 11 is in an inverted T shape. The stop block 2 has an inverted T-shaped structure matching the cross section of the chute 11. The stop block 2 moves horizontally in the chute 11, and other degrees of freedom of movement of the stop block 2 are restricted. As Figure 2 and Figure 3 shown, the bottom sides at both ends of the construction platform 1 are respectively supported and placed on two equal-height cross beams 3 of the high tower. Slide the stop block 2 so that the stop block 2 respectively blocks the outer side of the cross beam 3. The construction platforms 1 are spliced side by side to form a construction platform. The lower end of the stop block 2 is bent and blocks the bottom side of the cross beam 3. A positioning screw 21 is also threadedly connected to the bent end of the stop block 2, and the positioning screw 21 blocks the inner side of the cross beam 3. Two baffles 23 are extended from the stop block 2. A locking screw 22 is threadedly connected to each stop block 2. A clamping block 24 is also provided on the stop block 2 in the direction of the bottom surface of the construction platform 1. A number of guiding columns 25 are fixed to the clamping block 24. The guiding columns 25 are slidably arranged on the baffle 23. The locking screw 22 abuts against the clamping block 24, and the clamping block 24 abuts against the bottom surface of the construction platform 1. Matching teeth are respectively arranged on the contact surfaces between the clamping block 24 and the construction platform 1. The locking screw 22 abuts against the construction platform 1 to fix the position of the stop block 2. Refer to Figure 5, a locking part 4 for connecting several building platforms 1 is further provided on the building platform 1. The locking part 4 includes a sliding column 41 and a bolt 42 connected together. The sliding column 41 is vertically slidably arranged at the edge of one of the building platforms 1, and the bolt 42 is inserted into the edge of the adjacent building platform 1. Further, a handle 12 for easy holding and applying force is provided on the bottom surface of the building platform 1.
[0022] For this construction platform, by arranging multiple building platforms 1 side by side, a temporary support is formed to build a construction platform at the position of the cross beam 3 of the ultra-high tower. The bottom sides at both ends of each building platform 1 are supported by the cross beam 3 on the ultra-high tower. By tightening the locking screw 22, the position of the stop block 2 on the sliding groove 11 is fixed. The stop blocks 2 are respectively placed outside the cross beam 3 to limit the lateral movement of the building platform 1 on the cross beam 3; for this construction platform, by loosening the placement screw 21 and the locking screw 22 at one end of one of the building platforms 1, the stop block 2 at this end is loosened from the cross beam 3. Only the locking screw 22 is loosened at the other end of the building platform 1, and the position of the stop block 2 on the cross beam 3 is restricted by the placement screw 21, so that this building platform 1 can Figure 2 rotate around the cross beam 3 and move along the cross beam 3 as shown. One end of this building platform 1 can move up to the position of the upper cross beam 3 in an inclined state. At this time, the stop block 2 at the free end of the building platform 1 can be locked at the position of the upper cross beam 3. In the same way, the other end of the building platform 1 can be moved up to the same height to realize the translation of the building platform 1 at high altitude. By arranging multiple building platforms 1, during the upward movement of one building platform 1, another building platform 1 provides support for the operator. Multiple building platforms 1 can also be combined into a larger construction space. By setting this construction platform, a self-mobile construction platform can be built on the ultra-high tower frame without building high-altitude crane equipment and elevator equipment, which is a simple and cost-effective construction platform solution.
[0023] Finally, it should be noted that the above preferred embodiments are only used to illustrate the technical solutions of the present invention and are not restrictive. Although the present invention has been described in detail through the above preferred embodiments, those skilled in the art should understand that various changes can be made in form and details without departing from the scope defined by the claims of the present invention.
Claims
1. A construction platform for ultra-high towers, characterized in that: It includes more than two building platforms (1). A chute (11) is provided at the bottom of the building platform (1). Two stoppers (2) are slidably provided in the chute (11). The bottom sides at both ends of the building platform (1) are respectively supported and placed on two equal-height cross beams (3) of a high tower. Slide the stoppers (2) so that the stoppers (2) are respectively blocked on the outer sides of the cross beams (3). The building platforms (1) are spliced side by side to form a construction platform. The lower ends of the stoppers (2) are bent and blocked on the bottom sides of the cross beams (3). A retaining screw (21) is also threadedly connected to the bent end of the stopper (2). The retaining screw (21) is blocked on the inner side of the cross beam (3). A locking screw (22) is also threadedly connected to the stopper (2). The locking screw (22) abuts against the building platform (1) to fix the position of the stopper (2).
2. The super high-rise tower construction platform according to claim 1, wherein: Two baffle plates (23) are extendedly provided on the stopper (2). A locking screw (22) is threadedly connected to each stopper (2). A clamping block (24) is also provided on the stopper (2) towards the bottom surface direction of the building platform (1). A number of guiding columns (25) are fixed to the clamping block (24). The guiding columns (25) are slidably arranged on the baffle plates (23). The locking screw (22) abuts against the clamping block (24). The clamping block (24) abuts against the bottom surface of the building platform (1). Matching teeth are respectively arranged on the contact surfaces between the clamping block (24) and the building platform (1).
3. The construction platform for ultra-high towers according to claim 1, characterized in that: A locking part (4) is also provided on the building platform (1). The locking part (4) includes a sliding column (41) and a bolt (42) connected together. The sliding column (41) is vertically slidably arranged on the edge of one of the building platforms (1). The bolt (42) is inserted into the edge of the adjacent building platform (1).
4. The construction platform for ultra-high towers according to claim 1, characterized in that: The cross section of the chute (11) is in an inverted T shape. The stopper (2) is in an inverted T-shaped structure matching the cross section of the chute (11).
5. The construction platform for super-high towers according to claim 1, characterized in that: A handle (12) for easy holding and applying force is provided on the bottom surface of the building platform (1).