Super-high-altitude cantilever hanging basket structure and construction method

By erecting a combined structure of supporting buckle frames and suspended wire ropes on the roof cantilever beams, the stability and safety problems in the construction of ultra-high-altitude cantilever baskets are solved, and safe and reliable construction results are achieved, simplified the process and reduced the process. cost.

CN119145622AActive Publication Date: 2024-12-17CHINA MCC5 GROUP CORP LTD
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Patent Information

Application Number
CN202411509577.5
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-10-28
Publication Date
2024-12-17
Estimated Expiration
2044-10-28

AI Technical Summary

Technical Problem

When grilles, roof super high cantilever beams or special-shaped structures are designed, conventional hanging basket support cannot be effectively erected, especially lack of embedded rear support or difficult to set up counterweights, resulting in construction difficulties.

Method used

The structure of the super high-altitude cantilever hanging basket includes a supporting buckle frame on the roof cantilever beam and the support assembly is connected by hanging wire ropes. The wooden pads, fixed wire ropes and anti-tilt wire ropes ensure stability and safety. Support the buckle frame to achieve stable suspension of the cantilever platform.

Benefits of technology

It realizes safe and reliable construction under ultra-high altitude conditions, avoids hanging basket overturning and collapse accidents, simplifies construction technology, reduces costs, and improves construction efficiency and safety.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses a super-high-altitude cantilever hanging basket structure and a construction method, relates to the technical field of decoration hanging baskets, and solves the existing technical problems. Comprising a supporting disc buckle frame erected on a roof cantilever beam, two upper support assemblies arranged on the top of the supporting disc buckle frame side by side, and a cantilever platform connected to the two upper support assemblies through pull ropes. Each upper bracket assembly comprises an upper bracket, a suspension steel wire rope, a wood cushion block, a fixed steel wire rope and an anti-inclination steel wire rope; the wood cushion block is positioned on a supporting disc buckling frame at the bottom of the upper bracket; the front end and the rear end of the upper support are connected to a roof cantilever beam through a fixing steel wire rope and an anti-inclination steel wire rope. And the overhanging platform is fixed on the upper bracket through a hanging steel wire rope. The construction technical problem of the super-high-altitude cantilever hanging basket is solved, and the hanging basket has the advantages of being convenient to assemble and disassemble, safe, reliable and convenient and fast to construct.
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Description

Technical Field

[0001] The present invention relates to the technical field of decorative hanging baskets, and more specifically to the technical field of an ultra-high altitude cantilevered hanging basket structure and a construction method. Background Art

[0002] In exterior wall decoration projects, in order to complete the exterior wall decoration work, a series of construction guarantee measures such as steel pipe scaffolding, climbing frames, hanging baskets, etc. are often used to ensure the smooth completion of the exterior wall decoration project. However, due to certain restrictions on the erection height of the steel pipe scaffolding and the need to set up wall connecting parts, it has a great impact on the later completion effect; when the height is not very high, it is not cost-effective to use climbing frames, especially for some special-shaped buildings that cannot use climbing frames; therefore, hanging baskets are the preferred measure to solve exterior wall decoration, but conventional hanging baskets generally use front and rear supports to be fixed in a designated position. In order to prevent the hanging basket from overturning, a counterweight of the rear support and an embedded ring are also set for anti-tilt fixation.

[0003] When the design has a grille, or the roof has an extremely high cantilever beam, or is restricted by the on-site roof conditions (special-shaped structure), there is no pre-embedded fixing ring for the pre-embedded rear support, or it is difficult to set up the counterweight, making it impossible to erect a conventional hanging basket bracket.

[0004] How to solve the design and construction of ultra-high altitude hanging baskets has become an urgent problem that needs to be solved. Summary of the invention

[0005] The purpose of the present invention is to solve the construction technical difficulties when a conventional hanging basket bracket cannot be erected due to the design of a grid or an ultra-high cantilevered roof beam, or due to the restrictions of the on-site roof conditions (special-shaped structure), there is no embedded fixing ring of the embedded rear support, or it is difficult to set the counterweight. The present invention provides an ultra-high altitude cantilevered hanging basket structure and a construction method.

[0006] In order to achieve the above-mentioned purpose, the present invention specifically adopts the following technical solutions:

[0007] One aspect of the present invention provides an ultra-high altitude cantilevered hanging basket structure, comprising a supporting disc buckle frame arranged at a roof cantilever beam, two upper bracket assemblies arranged in parallel on the top of the supporting disc buckle frame, and a cantilevered platform connected to the two upper bracket assemblies by a pull rope.

[0008] In one embodiment, each upper bracket assembly includes an upper bracket, a suspension wire rope, a wooden pad, a fixing wire rope, and an anti-tilt wire rope;

[0009] The wooden pad is located on the support plate buckle frame at the bottom of the upper bracket; the front and rear ends of the upper bracket are connected to the roof cantilever beam through fixed steel wire ropes and anti-tilt steel wire ropes respectively; the cantilever platform is fixed to the upper bracket through hanging steel wire ropes.

[0010] Specifically, the wooden pads provide a supporting foundation for the upper bracket. The wooden pads prevent the upper bracket of the cantilever platform from being rigidly connected directly to the top supporting disc buckle frame, thereby ensuring the stability and safety of the upper bracket.

[0011] The cantilever platform is a component of the conventional hanging basket, a finished component, and an important component of the structure of this ultra-high altitude cantilever hanging basket. It is located at the front end and provides up and down operating space for the operator. It is fixed to the upper bracket by hanging wire ropes.

[0012] There is a fixed steel wire rope and an anti-tilt steel wire rope in front and behind the upper bracket respectively, which can fix the upper bracket to avoid collapse and overturning.

[0013] The roof cantilever beam (roof parapet) is an important component of the main structure and is generally located at the top edge of the main structure's facade. This roof cantilever beam (roof parapet) provides a fixed foundation for the installation of wall connecting parts, fixed steel wire ropes, and anti-tilt steel wire ropes.

[0014] In one embodiment, a connecting wall is provided on the roof cantilever beam and is rigidly connected to the supporting plate buckle frame.

[0015] Specifically, located on the cantilever beam (or the top of the roof parapet), a rectangular hoop structure is formed by steel pipes to achieve rigid fixation on the main structural member at the edge of the roof, and rigid connection with the supporting disc buckle frame on the roof, thereby improving the stability and safety of the entire supporting disc buckle frame and avoiding safety accidents such as overturning and collapse during the construction of the hanging basket when it is super high or cantilevered.

[0016] In one embodiment, one end of the suspension wire rope is fixedly connected to the cantilever platform, and the other end of the suspension wire rope passes around the fixed pulley and is fixedly connected to the upper bracket.

[0017] Specifically, the suspension wire rope is a component of a conventional hanging basket, a finished component, one end of which is fixed to the cantilever platform, and the other end is fixed to the upper bracket through a wire rope clamp. The cantilever platform is suspended and the suspended platform is moved up and down through this suspension wire rope.

[0018] In one embodiment, the fixed steel wire rope is located at the front end of the bottom of the upper bracket, and the fixed steel wire rope is fixed to the upper bracket and the roof cantilever beam at the bottom through a steel wire rope clamp.

[0019] Specifically, the fixed wire rope is located at the front end of the bottom of the upper bracket, and is fixed to the upper bracket and the roof cantilever beam (roof parapet) and other components at the bottom through wire rope clamps to ensure the stability of the front end of the hanging basket due to the ultra-high cantilever.

[0020] In one embodiment, the anti-tilt wire rope is located at the rear end of the bottom of the upper bracket, and both ends of the anti-tilt wire rope are respectively fixed to the upper bracket and the roof cantilever beam at the bottom through wire rope clamps.

[0021] Specifically, the anti-tilt wire rope is located at the rear end of the bottom of the upper bracket. The wire rope is fixed to the upper bracket and the roof cantilever beam (roof parapet) and other components at the bottom through the wire rope clamp to ensure the stability of the rear end of the hanging basket due to the ultra-high cantilever, and prevent the hanging basket from overturning during use.

[0022] In one embodiment, the support bracket includes a plurality of columns and a plurality of cross bars welded to the plurality of columns at equal intervals.

[0023] In one embodiment, the support disc buckle frame further includes a plurality of diagonal braces, each of which is connected between two adjacent cross bars in an inclined state, and a bottom bracket is provided at the bottom of each column.

[0024] Specifically, the supporting disc-buckle frame is an important component of this ultra-high altitude cantilever hanging basket structure, which is composed of columns, cross bars, diagonal braces (scissors braces), and bottom supports. It is erected according to the designed spacing through columns and cross bars, and is reinforced with diagonal braces (scissors braces) to improve the stability and deformation resistance of the frame and ensure the stability of the frame.

[0025] The support plate buckle frame is generally built with double-row multi-span frames to form an independent frame structure, and the beams are built according to the designed spacing to facilitate the disassembly of the frame during actual use. When the height of the column exceeds a certain height, necessary calculations and expert demonstrations are required.

[0026] A second aspect of the present invention provides a construction method for an ultra-high altitude cantilevered hanging basket structure, which is used to install the above-mentioned ultra-high altitude cantilevered hanging basket structure, comprising the following steps:

[0027] Step 1: Preparation and demonstration of construction plan;

[0028] Step 2: Construction preparation;

[0029] Step 3: Installation of support plate fasteners;

[0030] Step 4: Installation of wall connecting parts;

[0031] Step 5: Installation of upper bracket;

[0032] Step 6: Installation of fixed wire rope and anti-tilt wire rope;

[0033] Step 7: Installation of hanging wire rope;

[0034] Step 8: Assembly of other parts of the suspended platform machine;

[0035] Step 9: Hanging basket test;

[0036] Step 10: Acceptance of hanging basket.

[0037] In one embodiment, in step 1, according to the actual situation on site, professional and technical personnel are organized to complete the preparation of the construction plan for the hoisting, and the plan needs to clearly define the key contents of the steps, methods, quality standards, and precautions for setting up the hanging basket;

[0038] After the plan is prepared, it should be approved in accordance with the plan approval process. For non-standard hanging baskets, if they exceed a certain height or have a large cantilever span, expert demonstration should be organized to demonstrate the feasibility of the plan and ensure the legality of the procedure.

[0039] In step 2, after completing the construction plan, make preparations for on-site construction according to the plan, including the preparation of materials, personnel, and mechanical equipment required for the hanging basket, to provide a foundation for the next step of on-site construction;

[0040] In step three, before erection, first determine the position of the hanging basket, then determine the erection position of the support plate buckle frame according to the position of the hanging rail, and then erect the support plate buckle; when erecting, erect according to the spacing that has been designed and verified in the construction plan in advance, first erect the bottom adjustable bottom support, then erect the vertical poles and horizontal poles of the plate buckle in turn, and after completing the erection of the vertical poles and horizontal poles, erect the additional reinforced diagonal braces;

[0041] The support bracket can be set up according to the following rules: the vertical pole spacing is arranged according to the bracket bracket vertical pole module of 300mm, which can generally be set up at 600-1200mm, and the horizontal pole is set up at a module of 500mm. Generally, the spacing is 1000-1500mm, and the height of the adjustable bottom bracket does not exceed 550mm; the scissors brace is set up at a certain interval, generally one every three spans.

[0042] In step 4, after the support plate buckle frame is erected, the wall connection piece is installed using steel pipes and fasteners. One end of the wall connection piece is fixed to the main structural member at the edge of the roof, and the other end is fixed to the vertical pole of the support plate buckle. The installation of the wall connection piece should ensure stability and safety.

[0043] In step 5, on the erected support plate fastener, the pre-prepared wooden pads are laid and fixed, and then the upper bracket of the conventional hanging basket is installed on the wooden pads, and the upper bracket is assembled according to the design drawings. After the upper bracket is installed, the fixed wire rope and the anti-tilt wire rope are installed;

[0044] In step six, the fixed steel wire rope is fixed to the front end of the upper bracket and the front end of the top of the roof cantilever beam by using a steel wire rope fixing clamp, and the anti-tilt steel wire rope is fixed to the rear end of the upper bracket and the rear end of the top of the roof cantilever beam by using a steel wire rope fixing clamp. By using the fixed steel wire rope and the anti-tilt steel wire rope in coordination, the upper bracket is firmly fixed to the support plate fastener to avoid overturning and displacement, thereby ensuring the stability and safety of the entire upper bracket;

[0045] In step seven, after completing the installation of the fixed wire rope and the anti-tilt wire rope, fix one end of the suspension wire rope to the tail position of the upper bracket using a special wire rope fixing clamp, and hang the outer section to the floor facade to provide a basis for the assembly of the suspension platform;

[0046] In step eight, the suspension platform and other components are assembled in a conventional manner, and the suspension platform is moved up and down by the pre-installed suspension wire rope to ensure the safety of the suspension platform;

[0047] In step nine, after all components are assembled, the hanging basket is tested in accordance with the national methods, specifications and standards. After the test is completed, the hanging basket is accepted;

[0048] In step ten, after completing the installation of all hanging baskets, organize relevant personnel to conduct the hanging basket acceptance inspection. After the acceptance is qualified, an acceptance certificate will be issued, and the acceptance materials and records will be prepared before it can be put into use.

[0049] The beneficial effects of the present invention are as follows:

[0050] The use of this ultra-high altitude cantilevered hanging basket structure and construction method successfully solved the problem that special-shaped exterior decoration buildings cannot be constructed using conventional construction methods (such as scaffolding, climbing frames, etc.), and the problem of construction under tight schedules and heavy tasks. It solves the construction technical difficulties of ultra-high altitude cantilevered hanging baskets. It is an exclusive research and development structure and construction method. The use of this hanging basket is easy to install and disassemble, safe and reliable, and convenient to construct. It ensures the construction period and construction quality, while ensuring construction safety, reducing construction risks, and saving construction costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0051] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for use in the embodiments. It should be understood that the following drawings only show certain embodiments of the present invention and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without creative work.

[0052] Figure 1 It is a schematic diagram of the structure of the present invention;

[0053] Figure 2 It is a structural schematic diagram of the present invention installed on a roof cantilever beam.

[0054] Figure 3 yes Figure 1 Stereoscopic diagram.

[0055] Figure 4 yes Figure 2 A three-dimensional diagram of the local structure. DETAILED DESCRIPTION

[0056] In order to make the technical problems, technical solutions and technical effects of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings here can be arranged and designed in various different configurations.

[0057] 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 invention claimed for protection, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0058] It should be noted that similar reference numerals and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further defined and explained in the subsequent drawings. In addition, the terms "first", "second", etc. are only used to distinguish the description and cannot be understood as indicating or implying relative importance.

[0059] In the description of the embodiments of the present invention, it should be noted that the terms "inside", "outside", "upper", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, or are the orientations or positional relationships in which the inventive product is usually placed when used. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0060] Example 1

[0061] like Figures 1 to 4 As shown, this embodiment provides an ultra-high altitude cantilevered hanging basket structure, including a supporting disc buckle frame arranged at the roof cantilever beam, two upper bracket assemblies arranged in parallel on the top of the supporting disc buckle frame, and a cantilever platform connected to the two upper bracket assemblies by a pull rope.

[0062] Each upper bracket assembly includes an upper bracket, a suspension wire rope, a wooden pad, a fixing wire rope and an anti-tilt wire rope;

[0063] The wooden pad is located on the support plate buckle frame at the bottom of the upper bracket; the front and rear ends of the upper bracket are connected to the roof cantilever beam through fixed steel wire ropes and anti-tilt steel wire ropes respectively; the cantilever platform is fixed to the upper bracket through hanging steel wire ropes.

[0064] Specifically, the wooden pads provide a supporting foundation for the upper bracket. The wooden pads prevent the upper bracket of the cantilever platform from being rigidly connected directly to the top supporting disc buckle frame, thereby ensuring the stability and safety of the upper bracket.

[0065] The cantilever platform is a component of the conventional hanging basket, a finished component, and an important component of the structure of this ultra-high altitude cantilever hanging basket. It is located at the front end and provides up and down operating space for the operator. It is fixed to the upper bracket by hanging wire ropes.

[0066] There is a fixed steel wire rope and an anti-tilt steel wire rope in front and behind the upper bracket respectively, which can fix the upper bracket to avoid collapse and overturning.

[0067] The roof cantilever beam (roof parapet) is an important component of the main structure and is generally located at the top edge of the main structure's facade. This roof cantilever beam (roof parapet) provides a fixed foundation for the installation of wall connecting parts, fixed steel wire ropes, and anti-tilt steel wire ropes.

[0068] A connecting wall is arranged on the roof cantilever beam and is rigidly connected to the supporting plate buckle frame.

[0069] Specifically, located on the cantilever beam (or the top of the roof parapet), a rectangular hoop structure is formed by steel pipes to achieve rigid fixation on the main structural member at the edge of the roof, and rigid connection with the supporting disc buckle frame on the roof, thereby improving the stability and safety of the entire supporting disc buckle frame and avoiding safety accidents such as overturning and collapse during the construction of the hanging basket when it is super high or cantilevered.

[0070] One end of the suspension wire rope is fixedly connected to the cantilever platform, and the other end of the suspension wire rope is passed around the fixed pulley and fixedly connected to the upper bracket.

[0071] Specifically, the suspension wire rope is a component of a conventional hanging basket, a finished component, one end of which is fixed to the cantilever platform, and the other end is fixed to the upper bracket through a wire rope clamp. The cantilever platform is suspended and the suspended platform is moved up and down through this suspension wire rope.

[0072] The fixed steel wire rope is located at the front end of the bottom of the upper bracket, and the fixed steel wire rope is respectively fixed to the upper bracket and the roof cantilever beam at the bottom through a wire rope clamp.

[0073] Specifically, the fixed wire rope is located at the front end of the bottom of the upper bracket, and is fixed to the upper bracket and the roof cantilever beam (roof parapet) and other components at the bottom through wire rope clamps to ensure the stability of the front end of the hanging basket due to the ultra-high cantilever.

[0074] The anti-tilt wire rope is located at the rear end of the bottom of the upper bracket, and both ends of the anti-tilt wire rope are respectively fixed on the upper bracket and the roof cantilever beam at the bottom through wire rope clamps.

[0075] Specifically, the anti-tilt wire rope is located at the rear end of the bottom of the upper bracket. The wire rope is fixed to the upper bracket and the roof cantilever beam (roof parapet) and other components at the bottom through the wire rope clamp to ensure the stability of the rear end of the hanging basket due to the ultra-high cantilever, and prevent the hanging basket from overturning during use.

[0076] The support disc buckle frame comprises a plurality of columns and a plurality of cross bars which are welded on the plurality of columns at equal intervals.

[0077] The support disc buckle frame also includes a plurality of oblique braces, each of which is connected between two adjacent cross bars in an inclined state, and a bottom bracket is arranged at the bottom of each column.

[0078] Specifically, the supporting disc-buckle frame is an important component of this ultra-high altitude cantilever hanging basket structure, which is composed of columns, cross bars, diagonal braces (scissors braces), and bottom supports. It is erected according to the designed spacing through columns and cross bars, and is reinforced with diagonal braces (scissors braces) to improve the stability and deformation resistance of the frame and ensure the stability of the frame.

[0079] The support plate buckle frame is generally built with double-row multi-span frames to form an independent frame structure, and the beams are built according to the designed spacing to facilitate the disassembly of the frame during actual use. When the height of the column exceeds a certain height, necessary calculations and expert demonstrations are required.

[0080] Example 2

[0081] This embodiment provides a construction method for an ultra-high altitude cantilevered hanging basket structure, which is used to install the above-mentioned ultra-high altitude cantilevered hanging basket structure, and includes the following steps:

[0082] Step 1: Preparation and demonstration of construction plan;

[0083] Step 2: Construction preparation;

[0084] Step 3: Installation of support plate fasteners;

[0085] Step 4: Installation of wall connecting parts;

[0086] Step 5: Installation of upper bracket;

[0087] Step 6: Installation of fixed wire rope and anti-tilt wire rope;

[0088] Step 7: Installation of hanging wire rope;

[0089] Step 8: Assembly of other parts of the suspended platform machine;

[0090] Step 9: Hanging basket test;

[0091] Step 10: Acceptance of hanging basket.

[0092] In step one, according to the actual situation on site, professional and technical personnel are organized to complete the preparation of the hoisting construction plan. The plan needs to clearly define the key contents of the erection steps, methods, quality standards, and precautions of the hanging basket;

[0093] After the plan is prepared, it should be approved in accordance with the plan approval process. For non-standard hanging baskets, if they exceed a certain height or have a large cantilever span, expert demonstration should be organized to demonstrate the feasibility of the plan and ensure the legality of the procedure.

[0094] In step 2, after completing the construction plan, make preparations for on-site construction according to the plan, including the preparation of materials, personnel, and mechanical equipment required for the hanging basket, to provide a foundation for the next step of on-site construction;

[0095] In step three, before erection, first determine the position of the hanging basket, then determine the erection position of the support plate buckle frame according to the position of the hanging rail, and then erect the support plate buckle; when erecting, erect according to the spacing that has been designed and verified in the construction plan in advance, first erect the bottom adjustable bottom support, then erect the vertical poles and horizontal poles of the plate buckle in turn, and after completing the erection of the vertical poles and horizontal poles, erect the additional reinforced diagonal braces;

[0096] The support bracket can be set up according to the following rules: the vertical pole spacing is arranged according to the bracket bracket vertical pole module of 300mm, which can generally be set up at 600-1200mm, and the horizontal pole is set up at a module of 500mm. Generally, the spacing is 1000-1500mm, and the height of the adjustable bottom bracket does not exceed 550mm; the scissors brace is set up at a certain interval, generally one every three spans.

[0097] In step 4, after the support plate buckle frame is erected, the wall connection piece is installed using steel pipes and fasteners. One end of the wall connection piece is fixed to the main structural member at the edge of the roof, and the other end is fixed to the vertical pole of the support plate buckle. The installation of the wall connection piece should ensure stability and safety.

[0098] In step 5, on the erected support plate fastener, the pre-prepared wooden pads are laid and fixed, and then the upper bracket of the conventional hanging basket is installed on the wooden pads, and the upper bracket is assembled according to the design drawings. After the upper bracket is installed, the fixed wire rope and the anti-tilt wire rope are installed;

[0099] In step six, the fixed steel wire rope is fixed to the front end of the upper bracket and the front end of the top of the roof cantilever beam by using a steel wire rope fixing clamp, and the anti-tilt steel wire rope is fixed to the rear end of the upper bracket and the rear end of the top of the roof cantilever beam by using a steel wire rope fixing clamp. By using the fixed steel wire rope and the anti-tilt steel wire rope in coordination, the upper bracket is firmly fixed to the support plate fastener to avoid overturning and displacement, thereby ensuring the stability and safety of the entire upper bracket;

[0100] In step seven, after completing the installation of the fixed wire rope and the anti-tilt wire rope, fix one end of the suspension wire rope to the tail position of the upper bracket using a special wire rope fixing clamp, and hang the outer section to the floor facade to provide a basis for the assembly of the suspension platform;

[0101] In step eight, the suspension platform and other components are assembled in a conventional manner, and the suspension platform is moved up and down by the pre-installed suspension wire rope to ensure the safety of the suspension platform;

[0102] In step nine, after all components are assembled, the hanging basket is tested in accordance with the national methods, specifications and standards. After the test is completed, the hanging basket is accepted;

[0103] In step ten, after completing the installation of all hanging baskets, organize relevant personnel to conduct the hanging basket acceptance inspection. After the acceptance is qualified, an acceptance certificate will be issued, and the acceptance materials and records will be prepared before it can be put into use.

Claims

1. An ultra-high cantilevered hanging basket structure, It is characterized in that The utility model comprises a support disc buckle frame arranged at the cantilever beam of the roof, two upper bracket assemblies arranged in parallel on the top of the support disc buckle frame, and a cantilever platform connected to the two upper bracket assemblies through a pull rope.

2. The ultra-high altitude cantilevered hanging basket structure according to claim 1, It is characterized in that Each of the upper bracket assemblies comprises an upper bracket, a suspension wire rope, a wooden pad, a fixing wire rope and an anti-tilt wire rope; The wooden pad is located on the support plate buckle frame at the bottom of the upper bracket; the front and rear ends of the upper bracket are respectively connected to the roof cantilever beam through the fixed steel wire rope and the anti-tilt steel wire rope; the cantilever platform is fixed to the upper bracket through the hanging steel wire rope.

3. The ultra-high altitude cantilevered hanging basket structure according to claim 2, It is characterized in that A connecting wall is arranged on the roof cantilever beam and is rigidly connected to the supporting plate buckle frame.

4. The ultra-high altitude cantilevered hanging basket structure according to claim 2, It is characterized in that One end of the suspension wire rope is fixedly connected to the cantilever platform, and the other end of the suspension wire rope is passed around a fixed pulley and fixedly connected to the upper bracket.

5. The ultra-high altitude cantilevered hanging basket structure according to claim 2, It is characterized in that The fixed steel wire rope is located at the front end of the bottom of the upper bracket, and the fixed steel wire rope is fixed to the upper bracket and the roof cantilever beam at the bottom through a steel wire rope clamp.

6. The ultra-high altitude cantilevered hanging basket structure according to claim 2, It is characterized in that The anti-tilt wire rope is located at the rear end of the bottom of the upper bracket, and the two ends of the anti-tilt wire rope are respectively fixed on the upper bracket and the roof cantilever beam at the bottom through wire rope clamps.

7. The ultra-high altitude cantilevered hanging basket structure according to claim 2, It is characterized in that The support disc buckle frame includes a plurality of columns and a plurality of cross bars welded to the plurality of columns at equal intervals.

8. The ultra-high altitude cantilevered hanging basket structure according to claim 7, It is characterized in that The support disc buckle frame also includes a plurality of oblique braces, each of which is connected between two adjacent cross bars in an inclined state, and a bottom bracket is arranged at the bottom of each column.

9. A construction method for an ultra-high altitude cantilevered hanging basket structure, used for installing an ultra-high altitude cantilevered hanging basket structure according to any one of claims 1 to 8, It is characterized in that The steps include: Step 1: Preparation and demonstration of construction plan; Step 2: Construction preparation; Step 3: Installation of support plate fasteners; Step 4: Installation of wall connecting parts; Step 5: Installation of upper bracket; Step 6: Installation of fixed wire rope and anti-tilt wire rope; Step 7: Installation of hanging wire rope; Step 8: Assembly of other parts of the suspended platform machine; Step 9: Hanging basket test; Step 10: Acceptance of hanging basket.

10. The construction method of the ultra-high altitude cantilevered hanging basket structure according to claim 9, It is characterized in that In step one, according to the actual situation on site, professional and technical personnel are organized to complete the preparation of the hoisting construction plan. The plan needs to clearly define the key contents of the erection steps, methods, quality standards, and precautions of the hanging basket; In step 2, after completing the construction plan, make preparations for on-site construction according to the plan, including the preparation of materials, personnel, and mechanical equipment required for the hanging basket, to provide a foundation for the next step of on-site construction; In step three, before erection, first determine the position of the hanging basket, then determine the erection position of the support plate buckle frame according to the position of the hanging rail, and then erect the support plate buckle; when erecting, erect according to the spacing that has been designed and verified in the construction plan in advance, first erect the bottom adjustable bottom support, then erect the vertical poles and horizontal poles of the plate buckle in turn, and after completing the erection of the vertical poles and horizontal poles, erect the additional reinforced diagonal braces; In step 4, after the support plate buckle frame is erected, the wall connection piece is installed using steel pipes and fasteners. One end of the wall connection piece is fixed to the main structural member at the edge of the roof, and the other end is fixed to the vertical pole of the support plate buckle. The installation of the wall connection piece should ensure stability and safety. In step 5, on the erected support plate fastener, the pre-prepared wooden pads are laid and fixed, and then the upper bracket of the conventional hanging basket is installed on the wooden pads, and the upper bracket is assembled according to the design drawings. After the upper bracket is installed, the fixed wire rope and the anti-tilt wire rope are installed; In step six, the fixed steel wire rope is fixed to the front end part of the upper bracket and the front end part of the top of the roof cantilever beam by using a steel wire rope fixing clamp, and the anti-tilt steel wire rope is fixed to the rear end part of the upper bracket and the rear end part of the top of the roof cantilever beam by using a steel wire rope fixing clamp. By using the fixed steel wire rope and the anti-tilt steel wire rope in coordination, the upper bracket is firmly fixed to the support plate fastener; In step seven, after completing the installation of the fixed wire rope and the anti-tilt wire rope, fix one end of the suspension wire rope to the tail position of the upper bracket using a special wire rope fixing clamp, and hang the outer section to the floor facade to provide a basis for the assembly of the suspension platform; In step eight, the suspension platform and other components are assembled in a conventional manner, and the suspension platform is moved up and down by the pre-installed suspension wire rope to ensure the safety of the suspension platform; In step nine, after all components are assembled, the hanging basket is tested in accordance with the national methods, specifications and standards. After the test is completed, the hanging basket is accepted; In step ten, after completing the installation of all hanging baskets, organize relevant personnel to conduct the hanging basket acceptance inspection. After the acceptance is qualified, an acceptance certificate will be issued, and the acceptance materials and records will be prepared before it can be put into use.

Citation Information

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