High-altitude riding beam hanging basket structure

Abstract

The utility model relates to the technical field of building construction, in particular to a high-altitude riding beam hanging basket structure which comprises a cantilever platform. The suspension mechanism is connected to the suspension cross beam and the upper bracket through a suspension steel wire rope; the stand column system comprises a stand column, a stand column base and a reinforcing plate, and the stand column base is fixed to the cantilever beam through a hoop structure formed by bottom channel steel and top channel steel; the anti-inclination system comprises an anti-inclination steel wire rope, and the anti-inclination steel wire rope is connected with the suspension cross beam and a fixing ring on the embedded plate; and the adjusting system comprises an adjustable opposite-pull screw rod provided with a screw thread, and the adjustable opposite-pull screw rod penetrates through the top channel steel and the bottom channel steel. The high-altitude riding beam hanging basket structure is mainly characterized in that a front support and a rear support of a conventional hanging basket are not arranged, a counter weight of the conventional hanging basket and other components are not arranged, the high-altitude riding beam hanging basket structure can be achieved only by means of a roof beam, and the high-altitude riding beam hanging basket structure is simple in composition structure, economical and practical.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to a high-altitude suspended platform structure. Background Technology

[0002] In exterior facade decoration and renovation projects, steel pipe scaffolding, climbing scaffolding, and suspended platforms are commonly used to ensure the smooth completion of the exterior wall decoration work. However, steel pipe scaffolding has certain height limitations and requires wall ties, which significantly impacts the final result. Using climbing scaffolding is also not cost-effective for shorter heights, especially for irregularly shaped buildings where it cannot be used. Therefore, suspended platforms have become the preferred solution for exterior wall decoration and renovation. Conventional suspended platforms typically use front and rear supports and counterweights to prevent tipping during use. Some platforms also have embedded or floor-penetrating U-shaped fixing rings at the rear support counterweight position for better fixation and safety.

[0003] When the roof design has a high parapet wall or the special structure of the roof makes it impossible to use conventional suspended platforms, how to solve the decoration and renovation construction of the building facade becomes an urgent problem to be solved. Utility Model Content

[0004] The purpose of this utility model is to provide a high-altitude suspended platform structure, which aims to solve the problem in the prior art that conventional suspended platforms cannot be used when the roof has a high parapet wall or due to the special structure of the roof.

[0005] This utility model is achieved using the following technical solution: a high-altitude suspended platform structure, characterized in that it includes a cantilever platform; a suspension mechanism consisting of a suspension beam and an upper support connected by suspension wire ropes; a column system including columns, column bases, and reinforcing plates, wherein the column bases are fixed to the cantilever beam by a clamp structure formed by bottom and top channel steels; an anti-tilting system including anti-tilting wire ropes, wherein the anti-tilting wire ropes are connected to a fixing ring on the suspension beam and an embedded plate; and an adjustment system including an adjustable pull rod with threads that passes through the top and bottom channel steels.

[0006] Furthermore, the reinforcing plate is a triangular steel plate, with its right-angled sides welded to the side wall of the column and the upper surface of the column base, respectively.

[0007] Furthermore, the upper support is installed at the upper end of the column, and the suspension beam is horizontally installed between the upper support and the column.

[0008] Furthermore, wire rope guide grooves are provided at both ends of the suspension beam and at the top of the upper support.

[0009] Furthermore, one end of the anti-tilting wire rope is connected to the tail of the suspension beam.

[0010] Furthermore, the suspension wire rope is fixed by a wire rope guide groove.

[0011] Furthermore, the embedded plate is installed on the parapet wall or edge beam of the roof.

[0012] Furthermore, both ends of the bottom channel steel and the top channel steel are provided with tie rod holes, and the two ends of the adjustable tie rod pass through the tie rod holes on the same side of the bottom channel steel and the top channel steel respectively and are locked by threads.

[0013] Furthermore, the bottom channel steel and the top channel steel are respectively positioned below and above the cantilever beam.

[0014] The beneficial effects of the high-altitude suspended platform structure described in this utility model include:

[0015] The most distinctive feature of this high-altitude suspended platform structure is that it lacks the front and rear supports and counterweights of conventional suspended platforms. It only requires the use of roof beams, making the structure simple, economical, and practical. At the same time, it can effectively solve problems such as the inability to install conventional suspended platforms due to the high height of the parapet wall. It also avoids the quality problems such as damage to the roof structure or waterproof layer caused by the need to pre-embed U-shaped fixing rings in the roof structure, which can lead to leakage and other issues later on.

[0016] At the same time, the use of this suspended platform structure eliminates the need for counterweights or pre-embedded U-shaped fixing rings on the roof, unlike conventional suspended platforms. This ensures that other roof construction processes are not affected, helps shorten the overall project construction period, and does not damage the already completed roof surface. It also features fast construction speed, high construction quality, and reliable safety. Attached Figure Description

[0017] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. The drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on the structures shown in these drawings without creative effort.

[0018] Figure 1 This is a schematic diagram of the outer structure of a high-altitude suspended platform structure.

[0019] Figure 2 A schematic diagram of the inner structure of a high-altitude suspended platform structure;

[0020] Figure 3 This is a partial schematic diagram of the outer side of the cantilever beam;

[0021] Figure 4 This is a partial schematic diagram of the inner side of the cantilever beam;

[0022] In the diagram, 1-cantilever platform, 2-suspension wire rope, 3-wire rope guide groove, 4-column, 5-column base, 6-reinforcing plate, 7-suspension beam, 8-upper support, 9-anti-tilting wire rope, 10-cantilever beam, 11-top channel steel, 12-bottom channel steel, 13-column base bolt hole, 14-pull rod hole, 15-adjustable pull rod, 16-embedded plate, 17-fixing ring. Detailed Implementation

[0023] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. The components of the embodiments of this utility model described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.

[0024] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.

[0025] like Figure 1-4 As shown, a high-altitude suspended platform structure includes a cantilever platform 1, a suspension wire rope 2, a wire rope guide groove 3, a column 4, a column base 5, a reinforcing plate 6, a suspension crossbeam 7, an upper support 8, an anti-tilting wire rope 9, a cantilever beam 10, a top channel steel 11, a bottom channel steel 12, a column bottom screw hole 13, a tie bolt hole 14, an adjustable tie rod 15, a pre-embedded plate 16, and a fixing ring 17.

[0026] The cantilever platform 1 is a component of the conventional suspended platform and a finished part. It is an important part of this high-altitude straddle beam suspended platform structure, located at the front end, providing workers with up and down operating space. It is fixed to the upper support 8 by the suspension wire rope 2.

[0027] One end of the suspension wire rope 2 is fixed to the cantilever platform 1, and the other end is fixed to the upper support 8 by a wire rope clamp. The suspension wire rope 2 is used to suspend the cantilever platform 1 and to move the suspended platform up and down.

[0028] The wire rope guide groove 3 is located on the suspension mechanism of the suspended platform (top of the upper bracket 8, front and rear of the crossbeam). The wire rope is fixed in the groove through this wire rope guide groove 3 to prevent the wire rope from deviating or slipping during use, ensuring the stability of the wire rope position and facilitating use.

[0029] The column 4 is made of high-strength stainless steel or galvanized steel, and is generally in the shape of a rectangular tube. It is a conventional prefabricated component. The upper part is connected to the upper bracket 8. There is also a suspension beam 7 between the upper bracket 8 and the column 4. The lower part is fixed to the column base 5 by welding or integrated processing.

[0030] The column base 5 is located at the bottom of the column 4 and is made of a rectangular galvanized steel plate of a certain thickness. It provides a supporting foundation for the column 4 and ensures the stability of the column 4. At the same time, through the screw holes reserved on the column base 5, the column base plate is fixed to the cantilever beam 10 with high-strength bolts, providing a fixed foundation for the suspended platform column 4 and ensuring the stability and safety of the suspended platform.

[0031] The reinforcing plate 6 has a triangular structure and is located between the column base plate and the column 4. It is connected by welding. This reinforcing plate 6 strengthens the contact area and load-bearing capacity between the column 4 and the column base 5.

[0032] The suspension beam 7 is located between the upper support 8 and the column 4. It is a component of a conventional suspended platform. Through this suspension beam 7, the tail of the suspension wire rope 2 above and below the suspended platform is suspended at the tail of the suspension beam 7 and at the top of the upper support 8, thus suspending and fixing the suspension wire rope 2.

[0033] The upper support 8 is located on the column 4, and its top supports the suspended wire rope 2, forming a triangular structure to make the force on the wire rope more reasonable. This is a component of a conventional suspended platform, a pre-finished part, providing a foundation for the installation and fixing of the suspended wire rope 2. At the same time, this upper support 8 is used to fix the suspension platform of the entire suspended platform and bear the load.

[0034] The anti-tilting wire rope 9 is located at the rear end of the suspension beam 7. To achieve a better anti-tilting effect, it consists of two wire ropes. The top end is fixed to the tail of the suspension beam 7 by a wire rope clamp, and the other end is separated and anchored to the fixing ring 17 on the cantilever beam 10. This anti-tilting wire rope 9 is used to prevent the suspended platform from overturning due to overloading or improper use during use, thereby improving the safety of the suspended platform.

[0035] The cantilever beam 10 is generally located at the top edge of the exterior facade of the main structure. This cantilever beam 10 is used to provide a fixed foundation for the installation of wall ties, fixing wire ropes, and anti-tilting wire ropes 9.

[0036] The top channel steel 11 is located above the roof cantilever beam 10. It is generally composed of two steels and is placed below the column 4. It works in conjunction with the bottom channel steel 12. The finished galvanized channel steel is cut to the designed length, which is slightly longer than the roof cantilever beam 10.

[0037] The bottom channel steel 12 is located under the roof cantilever beam 10 and works in conjunction with the top channel steel 11 to form a clamping structure for the cantilever beam 10, preventing the column 4 from becoming unstable and causing the suspension mechanism of the suspended basket to become unstable.

[0038] The bolt holes 13 on the column base are located on the column base 5. There are two circular fixing holes on each side of the column 4. The column base 5 is fixed by using the bolt holes 13 on the column base, thereby fixing the column 4 and ensuring the stability of the entire suspension mechanism.

[0039] The tie rod hole 14 is located on the bottom channel steel 12 and the top channel steel 11, and is matched with the tie rod.

[0040] Adjustable tie rods 15 are arranged around both sides of the cantilever beam 10, with two rods on each side as a group. The top is fixed to the top channel steel 11 and the bottom is fixed to the bottom channel steel 12. The size can be adjusted by the threads on the tie rods.

[0041] The embedded plate 16 is a rectangular steel plate with four expansion bolt fixing holes at the four corners for fixing expansion bolts; when the force is not very large, a single expansion bolt hole can be used for fixing. It is fixed to the parapet wall or edge beam of the roof by expansion bolts, and the fixing ring 17 is fixed to the embedded plate 16 by welding (it can be pre-assembled with the embedded plate 16 to form a set).

[0042] The fixing ring 17 is welded to the embedded plate 16. It is made of steel (or scrap steel bars) and is fixed to the embedded plate 16 by welding. It provides an anchoring foundation for the anti-overturning wire rope 9 and ensures the stability of the anti-overturning wire rope.

[0043] The above embodiments describe the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Modifications and variations made by those skilled in the art without departing from the spirit and scope of this utility model should be protected within the scope of the appended claims.

Claims

1. A high altitude beam riding sling structure, characterized in that, The cantilever platform (1) is connected to the suspension mechanism composed of the suspension crossbeam (7) and the upper support (8) through the suspension steel wire rope (2); the column system contains the column (4), the column base (5) and the reinforcing plate (6), the column base (5) is fixed to the cantilever beam (10) through the clamp structure formed by the bottom channel steel (12) and the top channel steel (11); the anti-tilt system contains the anti-tilt steel wire rope (9), the anti-tilt steel wire rope (9) is connected to the suspension crossbeam (7) and the fixing ring (17) on the embedded plate (16); the adjusting system contains the adjustable tension rod (15) with a screw thread, which penetrates the top channel steel (11) and the bottom channel steel (12).

2. The high-altitude beam riding sling structure according to claim 1, wherein, The reinforcing plate (6) is a triangular steel plate, and the right-angle edges are welded to the side wall of the column (4) and the upper surface of the column base (5) respectively.

3. The high altitude beam riding sling structure according to claim 1, wherein, The upper support (8) is arranged at the upper end of the column (4), and the suspension crossbeam (7) is horizontally arranged between the upper support (8) and the column (4).

4. The high altitude beam riding sling structure according to claim 1, wherein, The suspension crossbeam (7) is provided with a steel wire rope guide groove (3) at the top end of each of the upper support (8) and the two ends.

5. The high altitude beam riding sling structure according to claim 1, wherein, One end of the anti-tilt steel wire rope (9) is connected to the tail of the suspension crossbeam (7).

6. The high altitude beam riding sling structure according to claim 1, wherein, The suspension steel wire rope (2) is fixed through the steel wire rope guide groove (3).

7. The high altitude beam riding sling structure according to claim 1, wherein, The embedded plate (16) is arranged above the roof parapet or the edge beam.

8. The high altitude beam riding sling structure according to claim 1, wherein, The bottom channel steel (12) and the top channel steel (11) are provided with tension rod holes (14) at the two ends, and the two ends of the adjustable tension rod (15) pass through the tension rod holes (14) on the same side of the bottom channel steel (12) and the top channel steel (11) respectively and are locked through the screw thread.

9. The high altitude beam riding sling structure according to claim 1, wherein, The bottom channel steel (12) and the top channel steel (11) are arranged below and above the cantilever beam (10) respectively.

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