An unconventional suspended platform installation structure and usage method for curtain walls

Abstract

This invention provides an unconventional suspended scaffolding installation structure and usage method for curtain walls, comprising: a front truss beam and a rear truss beam installed on the building roof; a plurality of displacement components respectively installed on the upper side of the front truss beam and the upper and lower sides of the rear truss beam; a plurality of telescopic crossbeams respectively connected to the plurality of displacement components; two telescopic main beams symmetrically arranged above the front truss beam and the rear truss beam; two steel wire ropes respectively installed on the two telescopic main beams; a suspended scaffold body connected to the lower ends of the two steel wire ropes; and two L-shaped rear inserts symmetrically arranged below the rear truss beam. This unconventional suspended scaffolding installation structure and usage method, through the plurality of displacement components, facilitates the movement of the suspended scaffold body along the direction of the front truss beam, moving from one construction site to another, and greatly improves the speed and efficiency of the suspended scaffolding, enabling rapid completion of construction at different locations and ensuring project construction efficiency.

Description

Technical Field

[0001] This invention relates to the field of building construction technology, and more specifically, to an unconventional suspended platform installation structure for curtain walls and its usage method. Background Technology

[0002] With the increasing popularity of high-rise buildings and large commercial buildings, the installation of pergola on the roof of buildings has been widely used in various projects. In order to ensure the completion of the construction work on the exterior of the pergola, it is necessary to install a suspended platform on the two horizontal beams of the pergola so that workers can use the suspended platform to raise their position to carry out the construction work on the exterior of the pergola.

[0003] Traditional suspended platforms are assembled from a platform, a support frame, a lifting device, and a counterweight. The support frame is fixed to the building, and the counterweight is placed on the support frame. The platform is connected to the support frame via the lifting device. However, when the counterweight is placed on the roof, the roof scaffolding is generally quite tall, taking up a lot of space and is not very stable. This makes it difficult to guarantee the safety of the suspended platform and affects the roof construction progress. Furthermore, if the installation is not rigorous and standardized, it is easy to overturn or detach, posing a danger to the lives of construction workers and causing economic and property losses. When construction is carried out in different locations, a large amount of manpower and machinery are required to move the counterweight, which affects the construction efficiency.

[0004] A fixed structure for a suspension mechanism of a weightless suspended platform and its construction method are disclosed in CN112962948A. The fixed structure includes a cantilever plate, a front beam connected to the front side of the cantilever plate, a rear beam connected to the rear side of the cantilever plate and lower than the front beam, a suspension mechanism connected to the top of the front beam and the rear beam, a suspended platform connected to the suspension mechanism near one end of the front beam and located outside the front beam, a front anchor connected between the front beam and the suspension mechanism, a conversion part and a connecting part connected between the rear beam and the suspension mechanism, and a fixed frame connected between the rear beam and the adjacent cantilever plate and connected to the connecting part.

[0005] This structure eliminates the need for front and rear support legs by fixing the cantilever mechanism to the front and rear beams respectively; the suspension mechanism can be effectively fixed by the front anchor, conversion part, connector and fixing frame; the reserved hole and pull rope facilitate further fixing and protection of the suspension mechanism, and the pull rope is a soft rope, which is easy to adapt to various forces on the suspension mechanism.

[0006] However, this structure is fixed in position and difficult to dismantle. When construction needs to be carried out in different locations, the position of the suspended platform cannot be quickly adjusted. As a result, when construction efficiency needs to be ensured, multiple units need to be installed in different construction locations, resulting in high construction costs. Summary of the Invention

[0007] The purpose of this invention is to provide an unconventional suspended platform installation structure and usage method for curtain walls to solve the above-mentioned problems.

[0008] To achieve the above objectives, the present invention provides an unconventional suspended platform installation structure and usage method for curtain walls, comprising: a front truss beam and a rear truss beam installed on the building roof; a plurality of displacement components respectively installed on the upper side of the front truss beam and the upper and lower sides of the rear truss beam; a plurality of telescopic crossbeams respectively connected to the plurality of displacement components; two telescopic main beams symmetrically arranged above the front truss beam and the rear truss beam; two steel wire ropes respectively installed on the two telescopic main beams; a suspended platform body connected to the lower ends of the two steel wire ropes; two L-shaped rear inserts symmetrically arranged below the rear truss beam; two suspended platform tail beams respectively arranged between the two L-shaped rear inserts and the two telescopic main beams; a plurality of plug-in components arranged on the plurality of telescopic crossbeams, the two L-shaped rear inserts, and the two telescopic main beams; a plurality of adjustment components and positioning components arranged on the two L-shaped rear inserts and the two suspended platform tail beams; and two support members respectively arranged on the two telescopic main beams, wherein...

[0009] The displacement components are adapted to allow the telescopic crossbeams to perform horizontal displacement on the front truss beam and the rear truss beam, thereby realizing the horizontal movement of the entire installation structure.

[0010] The plug-in components are adapted to connect the two L-shaped rear inserts and the two telescopic main beams to the several telescopic crossbeams, and to control the distance between the two L-shaped rear inserts and the two telescopic main beams.

[0011] Furthermore, the displacement assembly includes several embedded parts installed on the upper end of the front perforated beam and the upper and lower ends of the rear perforated beam, several guide rails set on the upper end of the front perforated beam and the upper and lower ends of the rear perforated beam, several track wheels respectively installed on the bottom of the two ends of several telescopic crossbeams, and several snap-fit ​​plates fixed on several guide rails and corresponding one-to-one with several embedded parts.

[0012] The upper ends of the pre-embedded parts are respectively disposed between the snap-fit ​​plates and the guide rails.

[0013] Furthermore, the adjustment assembly includes a positioning collar movably sleeved on the telescopic main beam, an adjustment rod with one end fixed to the bottom of the positioning collar and the other end movably installed in the tail beam of the suspended basket, two adjustment screws symmetrically fixed to the upper end of the tail beam of the suspended basket and symmetrically movably installed on the positioning collar, and two adjustment nuts respectively threaded on the two adjustment screws;

[0014] The bottoms of both adjusting nuts abut against the positioning collar.

[0015] Furthermore, the plug-in assembly includes a first connecting sleeve movably sleeved on the telescopic main beam, a second connecting sleeve fixed on the first connecting sleeve and movably sleeved on the telescopic crossbeam, a plurality of first connecting holes formed on the telescopic main beam, a plurality of second connecting holes formed on the second connecting sleeve, two first connecting screws symmetrically inserted into the first connecting sleeve and disposed in two of the first connecting holes, two second connecting screws symmetrically inserted into the second connecting sleeve and disposed in two of the second connecting holes, and a plurality of connecting nuts threaded onto the two first connecting screws and the two second connecting screws.

[0016] Furthermore, the positioning assembly includes two positioning screws symmetrically threaded onto the tail beam of the suspended basket, and a movable groove formed on the adjusting rod;

[0017] Both of the positioning screws abut against the rear perforated beam.

[0018] Furthermore, an unconventional suspended platform installation structure for a curtain wall also includes two fixing sleeves that are respectively fixedly connected to the bottom of the two suspended platform tail beams and movably sleeved on the two L-shaped rear inserts, two fixing screws that are respectively inserted into the two fixing sleeves and respectively disposed in the two first connecting holes on the two L-shaped rear inserts, and two fixing nuts that are respectively threadedly connected to the two fixing screws.

[0019] Furthermore, the support member includes a connecting plate mounted on the telescopic main beam, a support screw fixed to the bottom of the connecting plate, a threaded support sleeve threaded onto the support screw, and a support plate rotatably connected to the lower end of the threaded support sleeve.

[0020] The support plate abuts against the front pergola beam.

[0021] Furthermore, the displacement assembly also includes several pads respectively disposed between several of the guide rails and the upper end of the front perforated beam, the upper end of the rear perforated beam, and the lower end of the rear perforated beam;

[0022] One side of each of the aforementioned pads is sloped.

[0023] Furthermore, the track wheel is made of steel.

[0024] A method for installing and using an unconventional suspended platform for curtain walls includes the following steps:

[0025] S1. Before the concrete pouring of the front and rear pergola beams, pre-embedded guide rails are embedded in the front and rear pergola beams.

[0026] S2. After the concrete of the front and rear pergola beams reaches the design strength and the formwork is removed, several embedded parts are exposed. Several guide rails are placed on the upper side of the front pergola beam and the upper and lower sides of the rear pergola beam, and the guide rails are connected to the embedded parts through several snap-fit ​​plates. Finally, several pads are inserted between the guide rails and the front and rear pergola beams to complete the assembly of the guide rails on the front and rear pergola beams.

[0027] S3. Connect the two telescopic main beams to the two telescopic crossbeams through several plug-in components, and install the two L-shaped rear inserts on the two telescopic main beams through two adjustment components. Adjust the distance between the two telescopic crossbeams according to the distance between the two guide rails on the upper side of the front and rear frame beams. After adjustment, place them on the two guide rails on the upper side of the front and rear frame beams. After placement, adjust the spacing between the two telescopic main beams according to the required size of the main body of the suspended basket.

[0028] S4. Take a telescopic crossbeam and connect it to the L-shaped rear insert through two plug-in components, so that it is positioned on the guide rail under the rear pergola beam. Then, install the two suspended basket tail beams on the two telescopic main beams through two adjustment components, and connect the two suspended basket tail beams to the two L-shaped rear inserts through two fixing sleeves, two fixing screws and two fixing nuts. After installation, according to the height of the rear pergola beam, control the telescopic crossbeams on the two L-shaped rear inserts to be positioned on the guide rail under the rear pergola beam through the control of several adjustment components.

[0029] S5. At this point, the track wheels installed on the telescopic beams are placed on the guide rails corresponding to the telescopic beams. The main body of the suspended platform is connected to the two telescopic main beams by steel wire ropes, and it can then be used normally according to the operation.

[0030] Compared with the prior art, the present invention has the following beneficial effects:

[0031] 1. This unconventional suspended platform installation structure and usage method for curtain walls improves the main body counterweight method of the suspended platform. Through the cooperation of several plug-in components and adjustment components, two L-shaped rear plugs and two suspended platform tail beams are respectively assembled on two telescopic main beams. The L-shaped rear plugs, in conjunction with the suspended platform tail beams, can achieve a circumferential operation along the rear truss beam. The rear sides of the two telescopic main beams can hug the rear truss beam, solving the problem of main body counterweight of the suspended platform. The main body of the suspended platform can avoid overturning without counterweight. At the same time, the beam method enhances the stability and safety of the main body counterweight of the suspended platform, solving the problem of roof construction failure and construction safety caused by counterweight in traditional suspended platforms. In addition, when constructing in different locations, a large amount of manpower and machinery are not required to move the counterweight during construction, saving costs.

[0032] 2. This unconventional suspended platform installation structure and usage method for curtain walls utilizes several displacement components. Two telescopic main beams and two telescopic crossbeams are interconnected via several plug-in components and positioned on the upper sides of the front and rear truss beams. Two L-shaped rear plug-ins are interconnected with one of the telescopic crossbeams via several plug-in components and positioned on the lower side of the rear truss beam. Simultaneously, under the control of several adjustment components, when the two L-shaped rear plug-ins and the two suspended platform tail beams are connected to the two telescopic main beams, the telescopic crossbeams correspond one-to-one with the aforementioned displacement components. After partial construction is completed at the construction site, the telescopic crossbeams can be pushed, controlling the overall structure with the suspended platform body installed to move horizontally on the front and rear truss beams. This allows for adjustment of the suspended platform body's position, enabling it to be moved to other construction sites without requiring complete dismantling. This solves the problem of inconvenient suspended platform movement and significantly improves the speed and efficiency of the suspended platform, ensuring project schedule. Furthermore, it eliminates the need to install multiple devices at different construction sites, effectively reducing construction costs. Attached Figure Description

[0033] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0034] Figure 1 A perspective view of the present invention is shown;

[0035] Figure 2 A partial front view of the present invention is shown;

[0036] Figure 3 A partial cross-sectional perspective view of the present invention is shown;

[0037] Figure 4 This invention illustrates a partially split stereoscopic view. Figure 1 ;

[0038] Figure 5 This invention illustrates a partially split stereoscopic view. Figure 2 ;

[0039] Figure 6 This invention demonstrates the partial splitting of a three-dimensional structure. Figure 3 ;

[0040] Figure 7 The present invention is shown. Figure 2 Enlarged view of point A.

[0041] In the figure, the same reference numerals represent the same structural element, wherein:

[0042] 1. Front truss beam; 2. Rear truss beam; 3. Displacement assembly; 4. Telescopic crossbeam; 5. Telescopic main beam; 6. Steel wire rope; 7. Suspended platform body; 8. L-shaped rear insert; 9. Suspended platform tail beam; 10. Plug-in assembly; 11. Adjustment assembly; 12. Positioning assembly; 13. Support component; 14. Embedded component; 15. Guide rail; 16. Track wheel; 17. Clip-on plate; 18. Positioning collar; 19. Adjusting rod; 20. Adjusting screw; 21. 1. Adjusting nut; 22. First connecting sleeve; 23. Second connecting sleeve; 24. First connecting hole; 25. Second connecting hole; 26. First connecting screw; 27. Second connecting screw; 28. Connecting nut; 29. ​​Positioning screw; 30. Movable groove; 31. Fixed sleeve; 32. Fixed screw; 33. Fixed nut; 34. Connecting plate; 35. Support screw; 36. Threaded support sleeve; 37. Support plate; 38. Pad. Detailed Implementation

[0043] The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic diagrams, illustrating only the basic structure of the invention, and therefore only show the components relevant to the invention.

[0044] like Figure 1-7 As shown, an unconventional suspended platform installation structure and usage method for curtain walls includes: a front truss beam 1 and a rear truss beam 2 installed on the building roof; several displacement components 3 respectively installed on the upper side of the front truss beam 1 and the upper and lower sides of the rear truss beam 2; several telescopic crossbeams 4 respectively connected to the several displacement components 3; two telescopic main beams 5 symmetrically arranged above the front truss beam 1 and the rear truss beam 2; two steel wire ropes 6 respectively installed on the two telescopic main beams 5; a suspended platform body 7 connected to the lower ends of the two steel wire ropes 6; two L-shaped rear inserts 8 symmetrically arranged below the rear truss beam 2; two suspended platform tail beams 9 respectively arranged between the two L-shaped rear inserts 8 and the two telescopic main beams 5; several plug-in components 10 arranged on the several telescopic crossbeams 4, the two L-shaped rear inserts 8, and the two telescopic main beams 5; several adjustment components 11 and positioning components 12 arranged on the two L-shaped rear inserts 8 and the two suspended platform tail beams 9; and two support members 13 respectively arranged on the two telescopic main beams 5.

[0045] The displacement components 3 are adapted to allow the telescopic beams 4 to perform horizontal displacement on the front frame beam 1 and the rear frame beam 2, thereby realizing the horizontal movement of the entire installation structure;

[0046] The aforementioned plug-in components 10 are adapted to connect the two L-shaped rear inserts 8 and the two telescopic main beams 5 to the aforementioned telescopic crossbeams 4, and to control the distance between the two L-shaped rear inserts 8 and the two telescopic main beams 5. In use, the aforementioned displacement components 3 can be assembled on the upper side of the front pergola beam 1 and the upper and lower sides of the rear pergola beam 2. Through the aforementioned plug-in components 10, the connection between the two telescopic main beams 5 and the two telescopic crossbeams 4 on the upper side of the front pergola beam 1 and the rear pergola beam 2, as well as the connection between the two L-shaped rear inserts and the telescopic crossbeams 4 on the lower side of the rear pergola beam 2, can be completed. Under the control of the plug-in components 10, the front pergola beam can be adjusted. The distance between the two telescopic crossbeams 4 on the upper side of the front and rear truss beams 1 and 2 is adjusted to accommodate the different distances between them, ensuring that the two telescopic crossbeams 4 on the upper side of the front and rear truss beams 1 and 2 correspond to the two displacement components 3 on the upper side of the front and rear truss beams 1 and 2 respectively. Under the control of the plug-in component 10, the distance between the two telescopic main beams 5 and the two L-shaped rear plugs 8 can be controlled to facilitate the assembly of different sized suspended platform bodies 7, making it convenient for use in different construction sites and effectively improving the practicality of the installation structure. The two suspended platform tail beams 9 are connected to the two L-shaped rear plugs 8 by two fixing sleeves 31, fixing screws 32, and fixing nuts 33. The connection of the L-shaped rear inserts 8 and the two suspended platform tail beams 9, through several adjusting components 11, to the two telescopic main beams 5, allows for the beam-holding operation of the rear truss beam 2, solving the problem of suspended platform counterweight. Simultaneously, the beam-holding method enhances the stability and safety of the suspended platform counterweight, allowing the suspended platform to remain untied without counterweight, thus solving the problems of roof construction inability and unsafe construction caused by counterweight in traditional suspended platforms. Furthermore, the adjustable components 11 control the height of the two L-shaped rear inserts and the two suspended platform tail beams 9, facilitating the adjustment of the two telescopic crossbeams 4 on the upper and lower sides of the rear truss beam 2 according to its height. The distance between them ensures that the two telescopic crossbeams 4 on the upper and lower sides of the rear truss beam 2 can correspond to the two displacement components 3 on the upper and lower sides of the rear truss beam 2. The correspondence between the telescopic crossbeams 4 and the displacement components 3 allows the telescopic crossbeams 4 to be pushed by the displacement components 3 after the construction of a local position is completed. This controls the horizontal movement of the overall structure with the suspended platform body 7 on the front truss beam 1 and the rear truss beam 2, adjusting the position of the suspended platform body 7 and allowing it to be moved to other construction sites. This solves the problem of inconvenient movement of the suspended platform and greatly improves the speed and efficiency of the suspended platform, ensuring the project schedule.

[0047] Optionally, the displacement component 3 includes a plurality of embedded parts 14 installed on the upper end of the front perforated beam 1 and the upper and lower ends of the rear perforated beam 2, a plurality of guide rails 15 provided on the upper end of the front perforated beam 1 and the upper and lower ends of the rear perforated beam 2, a plurality of track wheels 16 respectively installed on the bottom of the two ends of a plurality of telescopic crossbeams 4, and a plurality of snap-fit ​​plates 17 fixed on the plurality of guide rails 15 and corresponding one-to-one with the plurality of embedded parts 14.

[0048] The upper ends of several embedded parts 14 are respectively set between several snap-fit ​​plates 17 and several guide rails 15. After the construction is completed at the position of the main body 7 of the suspended platform, the restrictions of several positioning components 12 on the positions of the two L-shaped rear plugs and the two tail beams 9 of the suspended platform can be released. At this time, several track wheels 16 installed on several telescopic crossbeams 4 can be controlled to roll on several guide rails 15, thereby controlling the overall structure with the main body 7 of the suspended platform to move horizontally on the front truss beam 1 and the rear truss beam 2, so that the position of the main body 7 of the suspended platform is adjusted, and the main body 7 of the suspended platform can be moved to other construction sites, solving the construction problem of inconvenient movement of the suspended platform, and greatly improving the speed and efficiency of the suspended platform, providing a guarantee for the project schedule; at the same time, several guide rails 15 can be detachably and stably assembled on the front truss beam 1 and the rear truss beam 2, without the need for workers to use welding or other methods to complete the stable installation of the guide rails 15 on the truss beams, which facilitates the operation of workers and facilitates the reuse of the guide rails 15, reducing costs.

[0049] Optionally, the adjustment assembly 11 includes a positioning collar 18 movably sleeved on the telescopic main beam 5, an adjustment rod 19 with one end fixed to the bottom of the positioning collar 18 and the other end movably installed in the tail beam 9 of the suspended basket, two adjustment screws 20 symmetrically fixed to the upper end of the tail beam 9 of the suspended basket and symmetrically movably installed on the positioning collar 18, and two adjustment nuts 21 respectively threaded on the two adjustment screws 20;

[0050] The bottoms of the two adjusting nuts 21 abut against the positioning collar 18. This adjusting assembly 11 is a structure assembled on the tail beam 9 of the suspended basket. The adjusting rod 19 in the adjusting assembly 11 set on the L-shaped rear insert 8 is movably installed inside the L-shaped rear insert 8. The two adjusting screws 20 are fixed on the top of the L-shaped rear insert 8. In use, the L-shaped rear insert 8 and the tail beam 9 of the suspended basket can be lifted upwards. The two adjusting rods 19 move in the L-shaped rear insert 8 and the tail beam 9 of the suspended basket, so that they abut against the telescopic crossbeam 4 installed on the L-shaped rear insert 8 and the displacement assembly 3 on the lower side of the rear frame beam 2, and so that the position of several adjusting screws 20 is adjusted upwards. At this time, several adjusting nuts 21 on several adjusting screws 20 can be rotated to ensure the stability of the position of the L-shaped rear insert 8 and the tail beam 9 after adjustment, effectively supporting the rear frame beam 2 of different heights.

[0051] Optionally, the plug-in assembly 10 includes a first connecting sleeve 22 movably sleeved on the telescopic main beam 5, a second connecting sleeve 23 fixed on the first connecting sleeve 22 and movably sleeved on the telescopic crossbeam 4, a plurality of first connecting holes 24 formed on the telescopic main beam 5, a plurality of second connecting holes 25 formed on the second connecting sleeve 23, two first connecting screws 26 symmetrically inserted into the first connecting sleeve 22 and disposed in two of the first connecting holes 24, two second connecting screws 27 symmetrically inserted into the second connecting sleeve 23 and disposed in two of the second connecting holes 25, and threaded onto the two first connecting screws 26 and the two second connecting screws 27. After the displacement components 3 are assembled on the front frame beam 1 and the rear frame beam 2, several connecting nuts 28 on the connecting screw 27 can be used to place two telescopic crossbeams 4 on the front frame beam 1 and the rear frame beam 2 respectively. At this time, two second connecting sleeves 23 are movably sleeved on both telescopic crossbeams 4. According to the length of the main body 7 of the suspended platform to be installed, the distance between the two second connecting sleeves 23 on the two telescopic crossbeams 4 can be adjusted to make the distance between the two second connecting sleeves 23 on the telescopic crossbeams 4 consistent with the length of the main body 7 of the suspended platform. At this time, the second connecting screws 27 and connecting nuts 28 can be used to stabilize the position of the second connecting sleeves 23 on the two telescopic crossbeams 4. Then, the two telescopic crossbeams 4 are placed on the front frame beam 1 and the rear frame beam 2 respectively. The main telescopic beam 5 is inserted into several first connecting sleeves 22. At this time, the two telescopic main beams 5 are parallel to each other and perpendicular to the two telescopic crossbeams 4. Then, based on the front end of the two telescopic crossbeams 4 and the front truss beam 1, the two telescopic crossbeams 4 are controlled to move within the several first connecting sleeves 22 until assembly space is provided for the front end of the suspended basket body 7 of the two telescopic crossbeams 4. At this time, the two telescopic main beams 5 can be stabilized on the several first connecting sleeves 22 by several first connecting screws 26 and connecting nuts 28, and the adjustment and assembly of the upper structure of the front truss beam 1 and the rear truss beam 2 can be completed. Before the two telescopic main beams 5 are inserted into the two first connecting sleeves 22 above the rear truss beam 2, two L-shaped rear insertions are completed in advance by two adjusting components 11. Component 8 is connected to the telescopic main beam 5. After the two telescopic main beams 5 are stably assembled onto the two telescopic crossbeams 4 through several plug-in components 10, the two L-shaped rear plug-in joints are controlled to be close to the rear pergola beam 2. Then, the connection between one telescopic crossbeam 4 and the two L-shaped rear plug-in joints can be completed through two first connecting sleeves 22, two second connecting sleeves 23, several first connecting screws 26, several second connecting screws 27, and several connecting nuts 28. The position of the telescopic crossbeam 4 is adjusted to ensure that it corresponds to the displacement component 3 on the lower side of the rear pergola beam 2. Since the first connecting holes 24 on the two telescopic main beams 5 and the two L-shaped rear plug-in joints are equally spaced, and the second connecting holes 25 on the two telescopic crossbeams 4 are also equally spaced, the connection is further strengthened.This design ensures that the first connecting sleeves 22 can achieve stable positioning after being moved on the two telescopic main beams 5 and the two L-shaped rear inserts, and that the second connecting sleeves 23 can also achieve stable positioning after being moved on the two rope crossbeams. This facilitates the adjustment of the positions of the two telescopic crossbeams 4 according to the distance between the front truss beam 1 and the rear truss beam 2, and allows adjustment of the distance between the two telescopic main beams 5 and the two L-shaped rear inserts 8 to accommodate the installation of different sized suspended platform bodies 7, ensuring the practicality of the structure during use.

[0052] Optionally, the positioning component 12 includes two positioning screws 29 symmetrically threaded on the tail beam 9 of the basket, and a movable groove 30 formed on the adjusting rod 19;

[0053] Both positioning screws 29 abut against the rear pergola beam 2; this is the structural configuration of the positioning component 12 assembled on the tail beam 9 of the suspended basket. The positioning component 12 assembled on the L-shaped rear insert 8 has two positioning screws 29 threadedly installed on the L-shaped rear insert 8. After the two telescopic main beams 5 cooperate with the two L-shaped rear inserts 8 and the two suspended basket tail beams 9 to form a beam-holding state against the rear pergola beam 2, the positioning screws 29 on the two L-shaped rear inserts 8 and the two suspended basket tail beams 9 can be rotated, so that the positioning screws 29 abut against the rear pergola beam 2 during movement, thereby effectively improving the stability of the two L-shaped rear inserts 8 and the two suspended basket tail beams 9 in holding the rear pergola beam 2, avoiding horizontal movement of the structure due to the displacement components 3 during use, and effectively improving the safety of the suspended basket during installation and use.

[0054] Optionally, an unconventional suspended platform installation structure for a curtain wall further includes two fixing sleeves 31 respectively fixedly connected to the bottom of the two suspended platform tail beams 9 and movably sleeved on the two L-shaped rear inserts 8; two fixing screws 32 respectively inserted into the two fixing sleeves 31 and respectively disposed in the two first connecting holes 24 on the two L-shaped rear inserts 8; and two fixing nuts 33 respectively threadedly connected to the two fixing screws 32. After the connection between the two L-shaped rear inserts 8 and the two telescopic main beams 5 is completed, and after the connection between the two suspended platform tail beams 9 and the two telescopic main beams 5 is completed, the two lower ends of the two suspended platform tail beams 9 can be controlled. Each fixing sleeve 31 is respectively fitted onto the two L-shaped rear inserts 8. After the two L-shaped rear inserts 8 and the two suspended basket tail beams 9 are close to the rear frame beam 2 and form a beam-hugging state for the rear frame beam 2, the two fixing screws 32 can be inserted into the two fixing sleeves 31 respectively and passed through the two first connecting holes 24 on the two L-shaped rear inserts 8 respectively. Then, the two fixing nuts 33 are rotated to limit the two fixing screws 32, thus completing the stable connection between the two L-shaped rear inserts 8 and the two suspended basket tail beams 9. This ensures that the beam-hugging state formed by the two L-shaped rear inserts 8 and the two suspended basket tail beams 9 for the rear frame beam 2 will not be destroyed, thereby improving the stability and safety of the mechanism during use.

[0055] Optionally, the support member 13 includes a connecting plate 34 mounted on the telescopic main beam 5, a support screw 35 fixed to the bottom of the connecting plate 34, a threaded support sleeve 36 threadedly mounted on the support screw 35, and a support plate 37 rotatably connected to the lower end of the threaded support sleeve 36.

[0056] The support plate 37 abuts against the front pergola beam 1. Before the main body 7 of the suspended platform is assembled on the two telescopic main beams 5, the two threaded support sleeves 36 at the bottom of the two telescopic main beams 5 can be rotated respectively to control the support plate 37 to move downward until the support plate 37 abuts against the front pergola beam 1. This allows the two threaded support sleeves 36 to cooperate with the support screws 35, thereby increasing the support between the two telescopic main beams 5 and the front pergola beam 1. This effectively improves the load-bearing capacity of the two telescopic main beams 5 when the main body 7 of the suspended platform is assembled and under stress, ensures the stability of the two telescopic main beams 5 during use, guarantees the service life of the two telescopic main beams 5, and reduces the possibility of deformation of the two telescopic main beams 5 under stress.

[0057] Optionally, the displacement component 3 further includes several pads 38 respectively disposed between several of the guide rails 15 and the upper end of the front pergola beam 1, the upper end of the rear pergola beam 2, and the lower end of the rear pergola beam 2.

[0058] One side of each of the pads 38 is inclined. After the guide rail 15 is placed on the front pergola beam 1 or the pergola beam via the snap-fit ​​plate 17, the pads 38 can be inserted between the guide rail 15 and the front pergola beam 1 or the rear pergola beam 2 to lift the guide rail 15. This allows the snap-fit ​​plate 17 to stably abut against the embedded parts 14, thus ensuring the stability of the guide rail 15 after assembly. When this structure is used, the guide rail 15 will not easily shift. Since one side of the pads 38 is inclined, the pads 38 can be easily inserted between the guide rail 15 and the front pergola beam 1 or the rear pergola beam 2, which is convenient for the operator.

[0059] Optionally, the track wheel 16 is made of steel. The track wheel 16 made of steel has high strength, which effectively improves the stability of the structure during use and effectively ensures the service life of the structure.

[0060] A method for installing and using an unconventional suspended platform for curtain walls includes the following steps:

[0061] S1. Before the concrete pouring of the front truss beam 1 and the rear truss beam 2, the guide rail pre-embedded parts 14 are embedded in the front truss beam 1 and the rear truss beam 2 in advance.

[0062] S2. After the concrete of the front pergola beam 1 and the rear pergola beam 2 reaches the design strength and the formwork is removed, several embedded parts 14 are exposed. Several guide rails 15 are placed on the upper side of the front pergola beam 1 and the upper and lower sides of the rear pergola beam 2 respectively. The guide rails 15 are connected to the embedded parts 14 through several snap-fit ​​plates 17. Finally, several pads 38 are inserted between the guide rails 15 and the front pergola beam 1 and the rear pergola beam 2 to complete the assembly of the guide rails 15 on the front pergola beam 1 and the rear pergola beam 2.

[0063] S3. Connect the two telescopic main beams 5 to the two telescopic crossbeams 4 through several plug-in components 10, and install the two L-shaped rear plug-in 8 on the two telescopic main beams 5 through two adjustment components 11. Adjust the distance between the two telescopic crossbeams according to the distance between the two guide rails 15 on the upper side of the front frame beam 1 and the rear frame beam 2. After adjustment, place them on the two guide rails 15 on the upper side of the front frame beam 1 and the rear frame beam 2. After placement, adjust the spacing between the two telescopic main beams 5 according to the required size of the main body 7 of the suspended basket.

[0064] S4. Take a telescopic crossbeam 4 and connect it to the L-shaped rear insert 8 through two plug-in components 10, so that it is positioned on the guide rail 15 on the lower side of the rear flower frame beam 2. Then, install the two hanging basket tail beams 9 on the two telescopic main beams 5 through two adjusting components 11, and connect the two hanging basket tail beams 9 to the two L-shaped rear inserts 8 through two fixing sleeves 31, two fixing screws 32 and two fixing nuts 33. After installation, according to the height of the rear flower frame beam 2, control the telescopic crossbeams 4 on the two L-shaped rear inserts 8 to be positioned on the guide rail 15 on the lower side of the rear flower frame beam 2 through the control of several adjusting components 11.

[0065] S5. At this time, the track wheels 16 installed on the telescopic beams 4 are placed on the guide rails 15 corresponding to the telescopic beams 4. The main body of the suspended basket 7 is connected to the two telescopic main beams 5 by steel wire ropes 6, and can then be used normally according to the operation.

[0066] The above description is merely a preferred embodiment of the present invention and is not intended to limit the invention. Various modifications and variations can be made to the present invention by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the scope of protection of the present invention.

Claims

1. An unconventional suspended platform installation structure for curtain walls, characterized in that, include: A front truss beam (1) and a rear truss beam (2) are installed on the roof of the building. Several displacement components (3) are respectively installed on the upper side of the front truss beam (1) and the upper and lower sides of the rear truss beam (2). Several telescopic crossbeams (4) are respectively connected to the displacement components (3). Two telescopic main beams (5) are symmetrically arranged above the front truss beam (1) and the rear truss beam (2). Two steel wire ropes (6) are respectively installed on the two telescopic main beams (5). The main body of the suspended basket (7) is connected to the lower end of the two steel wire ropes (6). The rear truss beam (2) is symmetrically arranged on the roof. The following are provided: two L-shaped rear inserts (8) below the main beam (5); two basket tail beams (9) respectively located between the two L-shaped rear inserts (8) and the two telescopic main beams (5); several plug-in components (10) located on several telescopic crossbeams (4) and the two L-shaped rear inserts (8) and the two telescopic main beams (5); several adjustment components (11) and positioning components (12) respectively located on the two L-shaped rear inserts (8) and the two basket tail beams (9); and two support members (13) respectively located on the two telescopic main beams (5). The displacement components (3) are adapted to allow the telescopic beams (4) to make horizontal displacement on the front frame beam (1) and the rear frame beam (2), thereby realizing the horizontal movement of the entire installation structure; Several of the plug-in components (10) are adapted to connect the two L-shaped rear plugs (8) and the two telescopic main beams (5) to the several telescopic crossbeams (4), and control the distance between the two L-shaped rear plugs (8) and the two telescopic main beams (5).

2. The unconventional suspended platform installation structure for curtain walls as described in claim 1, characterized in that, The displacement component (3) includes several embedded parts (14) installed on the upper end of the front truss beam (1) and the upper and lower ends of the rear truss beam (2), several guide rails (15) set on the upper end of the front truss beam (1) and the upper and lower ends of the rear truss beam (2), several track wheels (16) respectively installed on the bottom of the two ends of several telescopic crossbeams (4), and several snap-fit ​​plates (17) fixed on several guide rails (15) and corresponding one-to-one with several embedded parts (14). The upper ends of several of the pre-embedded parts (14) are respectively disposed between several of the snap-fit ​​plates (17) and several of the guide rails (15).

3. The unconventional suspended platform installation structure for curtain walls as described in claim 2, characterized in that, The adjustment assembly (11) includes a positioning collar (18) movably sleeved on the telescopic main beam (5), an adjustment rod (19) with one end fixed to the bottom of the positioning collar (18) and the other end movably installed in the tail beam (9) of the suspended basket, two adjustment screws (20) symmetrically fixed to the upper end of the tail beam (9) of the suspended basket and symmetrically movably installed on the positioning collar (18), and two adjustment nuts (21) respectively threaded on the two adjustment screws (20); The bottoms of both adjusting nuts (21) abut against the positioning collar (18).

4. The unconventional suspended platform installation structure for curtain walls as described in claim 3, characterized in that, The plug-in assembly (10) includes a first connecting sleeve (22) movably sleeved on the telescopic main beam (5), a second connecting sleeve (23) fixed on the first connecting sleeve (22) and movably sleeved on the telescopic crossbeam (4), a plurality of first connecting holes (24) opened on the telescopic main beam (5), a plurality of second connecting holes (25) opened on the second connecting sleeve (23), two first connecting screws (26) symmetrically inserted into the first connecting sleeve (22) and disposed in two of the first connecting holes (24), two second connecting screws (27) symmetrically inserted into the second connecting sleeve (23) and disposed in two of the second connecting holes (25), and a plurality of connecting nuts (28) threaded onto the two first connecting screws (26) and the two second connecting screws (27).

5. The unconventional suspended platform installation structure for curtain walls as described in claim 4, characterized in that, The positioning component (12) includes two positioning screws (29) symmetrically threaded on the tail beam (9) of the basket, and a movable groove (30) opened on the adjusting rod (19); Both of the positioning screws (29) abut against the rear perforated beam (2).

6. The unconventional suspended platform installation structure for curtain walls as described in claim 5, characterized in that, An unconventional suspended platform installation structure for a curtain wall also includes two fixing sleeves (31) that are respectively fixedly connected to the bottom of the two suspended platform tail beams (9) and respectively movably sleeved on the two L-shaped rear inserts (8), two fixing screws (32) that are respectively inserted into the two fixing sleeves (31) and respectively set in the two first connecting holes (24) on the two L-shaped rear inserts (8), and two fixing nuts (33) that are respectively threaded to the two fixing screws (32).

7. The unconventional suspended platform installation structure for curtain walls as described in claim 1, characterized in that, The support member (13) includes a connecting plate (34) installed on the telescopic main beam (5), a support screw (35) fixed to the bottom of the connecting plate (34), a threaded support sleeve (36) threaded on the support screw (35), and a support plate (37) rotatably connected to the lower end of the threaded support sleeve (36). The support plate (37) abuts against the front pergola beam (1).

8. The unconventional suspended platform installation structure for curtain walls as described in claim 2, characterized in that, The displacement component (3) also includes several pads (38) respectively disposed between several guide rails (15) and the upper end of the front perforated beam (1), the upper end of the rear perforated beam (2) and the lower end of the rear perforated beam (2); One side of several of the pads (38) is sloped.

9. The unconventional suspended platform installation structure for curtain walls as described in claim 8, characterized in that, The track wheel (16) is made of steel.

10. A method for installing and using an unconventional suspended scaffold for curtain walls, comprising the unconventional suspended scaffold installation structure as described in any one of claims 1 to 9, characterized in that, Includes the following steps: S1. Before the concrete pouring of the front truss beam (1) and the rear truss beam (2), the guide rail pre-embedded parts (14) are embedded in the front truss beam (1) and the rear truss beam (2). S2. After the concrete of the front trellis beam (1) and the rear trellis beam (2) reaches the design strength and the formwork is removed, several embedded parts (14) are exposed, and several guide rails (15) are placed on the upper side of the front trellis beam (1) and the upper and lower sides of the rear trellis beam (2) respectively. The guide rails (15) and the embedded parts (14) are connected by several snap-fit ​​plates (17). Finally, several pads (38) are inserted between the guide rails (15) and the front trellis beam (1) and the rear trellis beam (2) to complete the assembly of the guide rails (15) on the front trellis beam (1) and the rear trellis beam (2). S3. Connect the two telescopic main beams (5) to the two telescopic crossbeams (4) through several plug-in components (10), and install the two L-shaped rear plugs (8) on the two telescopic main beams (5) through two adjustment components (11). Adjust the distance between the two telescopic crossbeams according to the distance between the two guide rails (15) on the upper side of the front flower frame beam (1) and the rear flower frame beam (2). After adjustment, place them on the two guide rails (15) on the upper side of the front flower frame beam (1) and the rear flower frame beam (2). After placement, adjust the distance between the two telescopic main beams (5) according to the required size of the main body of the hanging basket (7). S4. Take a telescopic crossbeam (4) and connect it to the L-shaped rear insert (8) through two plug-in components (10), so that it is positioned on the guide rail (15) on the lower side of the rear flower frame beam (2). Then, install the two hanging basket tail beams (9) on the two telescopic main beams (5) through two adjustment components (11), and connect the two hanging basket tail beams (9) to the two L-shaped rear inserts (8) through two fixing sleeves (31), two fixing screws (32) and two fixing nuts (33). After installation, according to the height of the rear flower frame beam (2), control the telescopic crossbeams (4) on the two L-shaped rear inserts (8) through several adjustment components (11) so that they are positioned on the guide rail (15) on the lower side of the rear flower frame beam (2). S5. At this time, the track wheels (16) installed on the telescopic beams (4) are placed on the guide rails (15) corresponding to the telescopic beams (4). The main body of the basket (7) is connected to the two telescopic main beams (5) by steel wire ropes (6), and can then be used normally according to the operation.

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