Fabricated comprehensive operation platform for external facade construction

Abstract

The invention discloses an assembly type comprehensive operation platform for external facade construction, and belongs to the technical field of building construction, the assembly type comprehensive operation platform comprises a frame assembly, the frame assembly comprises a main body frame and sliding blocks fixedly connected with the two ends of the main body frame, and the main body frame comprises four longitudinal beams, an upper layer table top and a lower layer table top; the hanging assembly comprises a longitudinal sliding rail and a hook, the hook is connected to a scaffold cross rod in a hung mode, and the sliding block is connected into the sliding rail in a clamped mode; the locking mechanism comprises a plurality of locking holes in the sliding rail and corresponding plug pins. The problems that an existing facade construction platform is tedious in installation, poor in structural stability, inflexible in adjustment, poor in economical efficiency and the like are solved, rapid installation is achieved through the hooks, the working table top can move up and down flexibly, and the platform is suitable for facade construction of different heights and positions and can adapt to shape changes of facades; due to the double-layer table top structure, the construction operation of two table top heights can be met at the same time; and a detachable assembly type structure is adopted, and turnover use can be achieved.

Description

Technical Field

[0001] The present invention relates to the technical field of building construction, and particularly to an assembled integrated operation platform for exterior wall construction. Background Art

[0002] Exterior wall construction is an important link in building projects, involving multiple processes such as exterior wall insulation, decoration, and curtain wall installation. In traditional construction, scaffolds are often used as operation platforms, but such structures have significant defects. Scaffolds need to be erected section by section on site, and the erection position of the operation platform depends on the position of the scaffold crossbars. During the process of erecting layer by layer, if each layer of the scaffold has a relatively high height, the vertical distance between the erected operation platforms is large, and the platform position cannot be adjusted. Therefore, for the exterior wall positions that are relatively high from the lower platform and have not reached the height of the upper platform, the construction difficulty is great.

[0003] In the prior art, some projects have tried to use suspended baskets to replace scaffolds. However, the basket is usually suspended from the top of the building by steel wires, and its horizontal position adjustment depends on the driving of a winch, making it difficult to accurately position. When encountering a complex-shaped exterior wall of a building, the basket needs to be moved frequently, resulting in low construction efficiency. In addition, the working space of the basket is limited, and the material stacking capacity is insufficient, making it difficult to meet the needs of multi-type collaborative operations. Another type of improvement solution uses an assembled platform structure, but the existing designs still have limitations. For example, some platforms are fixed to the scaffold members by welding, which is difficult to disassemble and the components are difficult to reuse after disassembly. If clamp collars and bolts are used for connection, the fasteners need to be loosened and tightened repeatedly during the adjustment process, and the operation is cumbersome. More critically, the vertical positioning of the existing platforms mostly relies on manual measurement, which is prone to errors, resulting in unsmooth connection between adjacent working layers and affecting the construction quality. The erection position of the scaffold usually needs to adapt to the outermost end of the building extending outward. The existing platform structures are difficult to adapt to the geometric changes of different building exterior walls, have poor versatility, and often require customized designs, increasing the project cost. The industry has also tried to improve the adaptability of the platform through modular design, but the connection nodes between the existing modules are complex, and the installation accuracy requirements are high, and there are still problems with difficult assembly in actual construction. Some designs use adjustable support structures, but the adjustment range is limited, and there is a lack of a reliable locking device, which is prone to sliding or tilting during use, affecting construction safety. The root cause of these problems lies in the fact that the traditional structural design does not fully consider the dynamic requirements during the construction process, as well as the contradiction between the standardization and adaptability of the components. Summary of the Invention

[0004] The present invention overcomes the problems of the existing facade construction platform such as complicated installation, poor structural stability, inflexible adjustment and poor economy, and provides an assembled comprehensive work platform for facade construction. The suspension component is quickly hung on the scaffolding by a hook, and the sliding and locking of the slider in the slide rail realizes the flexible up and down movement of the working table on the scaffolding to adapt to the facade construction at different heights and positions, and a table partially extending outward is formed on the scaffolding to adapt to the shape changes of the facade; by setting a double-layer table structure, construction operations of two table heights can be met at the same time; the detachable assembly structure is adopted, which can be used in various positions on the scaffolding, saving equipment costs.

[0005] In order to achieve the above object, the present invention adopts the following scheme: An assembled integrated working platform for facade construction, comprising: A frame assembly, comprising a main frame and sliders fixedly connected at both ends thereof, wherein the main frame comprises four longitudinal beams, the sliders are connected to two longitudinal beams close to the scaffold, and the upper and middle parts of the longitudinal beams are respectively provided with a horizontal upper platform and a lower platform; Suspension components are arranged in pairs on both sides of the frame component, each group of suspension components includes a longitudinal slide rail, and hooks respectively fixed to the upper and lower ends of the slide rail, the hooks are hung on the scaffolding crossbar, and the slider is clamped in the slide rail; The locking mechanism comprises a plurality of locking holes which are evenly spaced up and down on the slide rail, and a latch which is inserted into the locking holes and is used to support the slide block.

[0006] Preferably, a limiting hole is provided at the portion of the latch pin that passes through the slide rail, and the limiting hole is equipped with a clamping member that prevents the latch pin from falling off.

[0007] Preferably, the upper table top and the lower table top both include a rectangular steel frame, ribs and steel mesh, the ribs are fixedly connected to the rectangular steel frame, the steel mesh is laid and fixed on the rectangular steel frame and the ribs to form a working platform, and the longitudinal beams are respectively connected to the four corners of the rectangular steel frame.

[0008] Preferably, the two longitudinal beams away from the scaffolding are obliquely arranged, and their downward inclination direction is close to the scaffolding, and the lower ends of the four longitudinal beams are connected in sequence through four cross beams.

[0009] Preferably, a buckle is provided on the longitudinal beam, and a guardrail is provided along the edge of the lower table top, and the upper end of the guardrail is connected and fixed to the buckle.

[0010] Preferably, the length of the sliding rail is equal to the spacing between the cross bars of the scaffolding. The chute inside the sliding rail runs through vertically and has a uniform width. Two hooks are connected to the upper end of the sliding rail, and one hook is connected to the lower end. The spacing between the two upper hooks is greater than or equal to the width of the lower hook.

[0011] Preferably, chamfered structures that gradually widen outward are provided at both ends of the chute of the sliding rail.

[0012] Preferably, bolt holes are provided on the side surface of the hook and are fitted with first bolts. The first bolts are screwed in and abutted against the side surface of the cross bar of the scaffolding to lock the hook on the cross bar of the scaffolding. Bolt holes are provided on the top surface of the hook and are fitted with second bolts. The second bolts are screwed in and abutted against the top of the cross bar of the scaffolding.

[0013] Preferably, one slider is connected to each of the upper and lower ends of each longitudinal beam close to the scaffolding, and the sliders are all clamped in the sliding rail.

[0014] Preferably, the spacing between the sliders at both ends of the longitudinal beam is an integral multiple of the spacing of the locking holes. Each sliding rail is fitted with two pins, and the two pins are respectively inserted into the locking holes to support the upper and lower sliders respectively.

[0015] The present invention has at least the following beneficial effects: (1) Through the design of the cooperation of the sliding rail and the locking holes with pins, the working platform can achieve multi-level height adjustment in the vertical direction of the scaffolding and quickly lock the position. The length of the sliding rail matches the spacing between the cross bars of the scaffolding, combined with the chamfered chute structure, ensuring smooth sliding of the slider, solving the problems of cumbersome adjustment and large positioning error of the traditional platform, and meeting the construction requirements of different facade heights; (2) The frame assembly is provided with upper and lower two layers of platforms, which can provide two working heights at the same time to meet the needs of multi-type collaborative construction; the lower platform fills the gap of the interlayer working space of the scaffolding, reducing the time for workers to move up and down frequently and significantly improving the construction efficiency; (3) The suspension assembly uses hooks and sliding rails to cooperate with the cross bars of the scaffolding, combined with the bolt locking mechanism, to achieve quick hanging and disassembly. The modular design of the frame assembly and the suspension assembly can be repeatedly recycled and used in different construction areas, reducing the customization cost and shortening the construction period; (4) The double-slider design (cooperating with the pin limiting holes and the clamping parts to form a redundant support structure to prevent slipping; the guardrail is fixed to the longitudinal beam by a buckle to ensure the safety of the operators; the inclined longitudinal beam and the cross beam are connected to form an inverted trapezoidal frame, optimizing the stress distribution and enhancing the overall anti-overturning ability of the platform; (5) The sliding rail can be longitudinally extended to form a continuous track to support the horizontal position adjustment of the platform on the scaffolding. The hook adjusts the fit with the cross bar of the scaffolding through bolts to adapt to different cross bar sizes and facade shapes, solving the problem of poor versatility of the traditional platform and meeting the construction requirements of complex facades. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1Schematic diagram of the installation method of an assembled integrated operation platform for facade construction provided by the present invention; Figure 2 Front structure schematic diagram of the frame component of the present invention; Figure 3 Side structure schematic diagram of the frame component of the present invention; Figure 4 Front structure schematic diagram of the suspension component of the present invention; Figure 5 Side structure schematic diagram of the suspension component of the present invention; Figure 6 Schematic diagram of the installation method of the suspension component of the present invention; Figure 7 Schematic diagram of the composition of the locking mechanism of the present invention; Figure 8 Schematic diagram of the structures of the upper tabletop and the lower tabletop of the present invention.

[0017] In the figure: slider 1, longitudinal beam 2, upper tabletop 3, lower tabletop 4, slide rail 5, hook 6, scaffolding cross bar 7, locking hole 8, bolt 9, clamping part 10, rectangular steel frame 301, rib plate 302, steel wire mesh 303, cross beam 11, buckle 12, first bolt 13, second bolt 14. Detailed implementation manners

[0018] The following further elaborates on the present invention with reference to the accompanying drawings, so that those skilled in the art can implement it according to the description in the specification.

[0019] It should be understood that terms such as "having", "comprising", and "including" used herein do not exclude the presence or addition of one or more other elements or their combinations.

[0020] It should be noted that the experimental methods described in the following implementation schemes are all conventional methods unless otherwise specified, and the materials can all be obtained through commercial channels unless otherwise specified; in the description of the present invention, it should be noted that unless otherwise clearly defined and limited, the terms "installation", "connection", and "setting" should be understood in a broad sense. For example, they can be fixedly connected and set, or detachably connected and set, or integrally connected and set. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations. The orientation or positional relationships indicated by terms such as "transverse", "longitudinal", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. are based on the orientation or positional relationships shown in the drawings, and 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 should not be construed as a limitation to the present invention.

[0021] As Figure 1-7 shown, a prefabricated integrated operation platform for facade construction provided by the present invention includes: A frame assembly, which includes a main frame and sliders 1 fixedly connected to both ends thereof. The main frame includes four longitudinal beams 2. The sliders 1 are connected to two longitudinal beams 2 close to the scaffold among them. Upper horizontal tabletop 3 and lower tabletop 4 are respectively arranged at the upper and middle parts of the longitudinal beam 2.

[0022] As Figure 2 and Figure 3 shown, a rectangular installation surface is formed with the upper ends of the four longitudinal beams 2 as vertices. The periphery of the upper tabletop 3 is a rectangular shape matching the installation surface. The upper tabletop 3 is arranged at the installation surface position and integrally fixed with the upper ends of the steel beams by welding. The four corners of the lower tabletop 4 are respectively fixedly connected to the middle parts of the four longitudinal beams 2. The peripheries of the upper tabletop 3 and the lower tabletop 4 adopt a rigid frame structure, and panels are laid on the upper part to form a double-layer operation platform. The upper tabletop 3 is fixedly provided with guardrails on its own edge. The lower tabletop 4 can be provided with guardrails depending on the upper half of the longitudinal beam 2. It should be understood that setting corresponding guardrails and kickboard structures on the upper tabletop 3 and the lower tabletop 4 is a common-sense operation in construction, and no additional explanation and description are required here for the specific setting method. The longitudinal beam 2, the upper tabletop 3, and the lower tabletop 4 together constitute a stable main frame structure. Two longitudinal beams 2 close to the scaffold are connected with sliders 1. The slider 1 is a rectangular rigid block, and the slider 1 is connected to the longitudinal beam 2 through a horizontally extending rod, so as to facilitate clamping the slider 1 into the slide rail 5. According to the requirements of stability and connection strength, two or more sliders 1 arranged up and down can be provided on one longitudinal beam 2.

[0023] A suspension assembly, which is arranged in pairs on both sides of the frame assembly. Each group of suspension assemblies includes a longitudinal slide rail 5, and hooks 6 respectively fixed at the upper and lower ends of the slide rail 5. The hooks 6 are hung on the scaffold cross bar 7, and the slider 1 is clamped in the slide rail 5.

[0024] As Figure 4 and Figure 5As shown, the hook 6 is fixedly connected to the side of the slide rail 5. The slide rail 5 is made of high-strength metal material to prevent deformation, and corresponding reinforcing plate members can be provided on its back. The upper and lower hooks 6 of one slide rail 5 are respectively hung on two adjacent scaffold crossbars 7 above and below. The scaffold crossbar 7 is the crossbar on the side close to the outer facade. When erecting the scaffold, it generally has the same floor height. Therefore, the vertical distance between the upper and lower hooks 6 corresponds to the floor height so that both hooks 6 can cooperate with the crossbar, and the situation where one hook 6 is stressed and the other hook 6 is suspended will not occur. Multiple hooks 6 can also be arranged at intervals on the slide rail 5 or a hook 6 structure with adjustable height can be used, so that it can be applicable to scaffold crossbars 7 with different height intervals. The hanging method using the hook 6 enables the hanging assembly to be quickly installed at the required position and adjusted in real time. The hook 6 cooperates with the self-weight of the working platform to make its connection with the scaffold very firm.

[0025] The locking mechanism includes a plurality of locking holes 8 arranged at equal intervals up and down on the slide rail 5, and a pin 9 inserted into the locking hole 8 for supporting the slider 1.

[0026] As Figure 6 and Figure 7 As shown, the locking hole 8 runs through both sides of the slide rail 5 horizontally. The locking hole 8 and the pin 9 have the same shape, and can be set as square to provide a larger stress surface. The pin 9 has sufficient size and strength, and because it is located in the locking hole 8, it has a moment advantage and can support the slider 1 without deformation. The pin 9 in the slide rail 5 supports the slider 1 to prevent it from falling. After the slider 1 is restricted, it supports both ends of the main frame to make it stable. The upper tabletop 3 provided on the main frame provides a double-layer working platform. Usually, the upper tabletop 3 has the same height as the tabletop formed by the scaffold itself, and the lower tabletop 4 is located between the upper and lower scaffold tabletops. The lower tabletop 4 provides more choices for the height of the working platform. And through the cooperation of the pin 9 and the locking holes 8 at different heights, the platform height can be flexibly adjusted, which can effectively solve the problem that it is difficult to construct the outer facade at a higher position above the working platform, improve the construction efficiency and quality, and is applicable to the construction of outer facades with different geometric shapes.

[0027] When using this integrated operation platform, based on the erected scaffolding, the frame components can be pre-connected to the suspension components, or the suspension components can be installed on the scaffolding first and then the frame components can be installed. Similarly, when disassembling, the two components can be disassembled simultaneously or sequentially; by adjusting the position of the slider 1 in the slide rail 5, the upper table surface 3 and the lower table surface 4 are located at a predetermined height, and then the pin 9 is inserted into the locking hole 8 for limit fixation. During the process of adjusting the position of the slider 1, the frame components are supported by manpower or temporary support equipment, and the pin 9 is inserted into the locking hole 8 at the bottom layer, or a slide rail 5 structure with a closed bottom is adopted to prevent the slider 1 from detaching from the slide rail 5. After the basic configurations such as the protective nets on the upper table surface 3 and the lower table surface 4 are pre-installed or installed on-site, a double-layer operation platform is formed, and equipment can be placed on the platform to carry out construction operations on the building facade. One frame component can be paired with multiple pairs of suspension components. When it is necessary to transfer the operation area, another set of suspension components is pre-installed in the new area, and then the frame component is lifted and transferred from the original suspension components to the position of the new suspension components. Since the suspension components are installed in a hooking 6 suspension manner, the spacing can be conveniently adjusted to cooperate with the frame components.

[0028] In another technical solution, as Figure 5 shown, a limit hole is provided in the protruding part of the pin 9 after passing through the slide rail 5, and the limit hole is fitted with a clamping member 10 to prevent the pin 9 from falling off. The limit hole is a round hole provided at the end of the pin 9, and the clamping member 10 can be made of a steel bar, a bolt or other objects that can be inserted into the limit hole and fixed. One section of the pin 9 has a diameter larger than the limit hole, and the other section is provided with the clamping member 10, and is pressed by the slider 1 above, so that it can be stably connected in the locking hole 8.

[0029] As Figure 8 shown, the upper table surface 3 and the lower table surface 4 both include a rectangular steel frame 301, rib plates 302 and steel wire meshes 303. The rib plates 302 are fixedly connected in the rectangular steel frame 301, and the steel wire meshes 303 are laid and fixed on the rectangular steel frame 301 and the rib plates 302 to form an operation platform, and the longitudinal beams 2 are respectively connected to the four corners of the rectangular steel frame 301. The rib plates 302 make the table surface have higher structural strength, and the steel wire meshes 303 have a lighter weight while providing sufficient supporting force to reduce the overall weight of the operation platform.

[0030] In another technical solution, as Figure 3As shown, the two longitudinal beams 2 far from the scaffold are obliquely arranged, and their downward inclination direction is towards the scaffold, and the lower ends of the four longitudinal beams 2 are sequentially connected by four cross beams 11. The two vertical longitudinal beams 2 and the two inclined longitudinal beams 2 are connected by the upper tabletop 3, the lower tabletop 4 and the cross beam 11 to form an inverted trapezoidal structure. On the one hand, it has the structural characteristics close to an inverted triangle, with better stress distribution characteristics and higher stability; on the other hand, compared with the true triangular structure formed by directly connecting the lower ends of the inclined longitudinal beams 2 and the lower ends of the vertical longitudinal beams 2, the inverted trapezoidal structure reduces the inclination degree, so that the lower tabletop 4 has a larger extension distance and platform area, which better meets the requirements of the external wall construction.

[0031] As Figure 2 and Figure 3 shown, a buckle 12 is arranged on the longitudinal beam 2, and a guardrail is arranged along the edge of the lower tabletop 4, and the upper end of the guardrail is connected and fixed to the buckle 12. The buckle 12 adopts a high-strength connection buckle 12 with anti-tensile properties, and its position is above the middle of the longitudinal beam 2. The connection between the longitudinal beam 2 and the lower tabletop 4 and the position of the buckle 12 provide reliable connection points for the guardrail. In the case of connection through the buckle 12, the guardrail can be detachably fixed, or a strong connection installation method such as welding can be adopted.

[0032] In another technical solution, as Figure 1 shown, the length of the slide rail 5 is equal to the spacing of the scaffold crossbars 7. The chute in the slide rail 5 runs through up and down and has a uniform width. Two hooks 6 are connected to the upper end of the slide rail 5 and one hook 6 is connected to the lower end, and the spacing between the two upper hooks 6 is greater than or equal to the width of the lower hook 6. The matching of the length of the slide rail 5 and the scaffold crossbar 7 can be achieved through standardized construction or by adopting a telescopic adjustable slide rail 5 structure. Two or more suspension components can be connected vertically up and down to span two or more layers of the scaffold. Since the spacing between the two upper hooks 6 connected to the upper end is greater than or equal to the width of the lower hook 6, the single lower hook 6 of the adjacent upper suspension component and the double upper hooks 6 of the next suspension component can be simultaneously suspended on the same crossbar of the scaffold, so that the chutes running through up and down in the adjacent slide rails 5 are butted to form a connected long track. In actual operation, usually a bolt 9 is set in the locking hole 8 at the bottom layer of the slide rail 5 to seal the long track. Through the sliding of the slider 1 in the long track, the frame assembly is matched with different suspension components and locked by the locking mechanism, and the working platform can be quickly transferred to different heights on the scaffold. And by designing the position and spacing of the locking holes 8, the suspension components can be fixed to span between the upper and lower two suspension components, providing a continuous height adjustment mechanism.

[0033] The two ends of the chute of the slide rail 5 are provided with an inverted chamfer structure that gradually widens outwards. The open mouth formed by the inverted chamfer structure avoids the obstruction of the sliding of the slider 1 caused by the docking error of the slide rail 5.

[0034] As shown Figure 5 in the figure, a bolt hole is formed in the side surface of the hook 6 and is fitted with a first bolt 13. The first bolt 13 is screwed in and abuts against the side surface of the scaffold cross bar 7 to lock the hook 6 on the scaffold cross bar 7. A bolt hole is formed in the top surface of the hook 6 and is fitted with a second bolt 14. The second bolt 14 is screwed in and abuts against the top of the scaffold cross bar 7. When the first bolt 13 is tightened, the deviation between the size of the hook 6 and the size of the scaffold cross bar 7 can be compensated. A pressing block is arranged at the position where the first bolt 13 contacts the cross bar. The pressing block is provided with an arc surface that fits the cross bar, so that the connection between the hook 6 and the cross bar is more stable and reliable. By adjusting the degree to which the second bolt 14 is screwed into the top surface of the hook 6, the distance between the contact points of the upper and lower hooks 6 and the scaffold cross bar 7 can be adjusted to solve the matching problem that may be caused by the dimensional error of the scaffold cross bar 7.

[0035] In another technical solution, as Figure 2 shown in the figure, a slider 1 is connected to each of the upper and lower ends of each longitudinal beam 2 close to the scaffold. The sliders 1 are all clamped in the slide rails 5. The design of the double sliders 1 makes the connection between the frame assembly and the suspension assembly more stable and reliable, and the sliding of the sliders 1 in the slide rails 5 is also smoother and more efficient. The bolt 9 can be supported below any one of the upper and lower sliders 1.

[0036] The distance between the sliders 1 at both ends of the longitudinal beam 2 is an integer multiple of the distance between the locking holes 8. Each slide rail 5 is fitted with two bolts 9. The two bolts 9 are respectively inserted into the locking holes 8 to respectively support the upper and lower sliders 1. Among the two bolts 9, the lower bolt 9 provides a bottom support effect and can be retained whether the slider 1 is removed or inserted. The upper bolt 9 is inserted when the slider 1 is about to slide in place and is pulled out when the slider 1 needs to be removed. The common support of the two bolts 9 provides a redundant support effect and makes the frame structure have more uniform and stable stress characteristics on the suspension assembly.

[0037] The number of devices and the processing scale described here are used to simplify the description of the present invention. The application, modification and variation of the present invention are obvious to those skilled in the art.

[0038] Although the embodiments of the present invention have been disclosed as above, it is not limited to the applications listed in the specification and embodiments. It can be fully applied to various fields suitable for the present invention. For those skilled in the art, other modifications can be easily achieved. Therefore, without departing from the general concept defined by the claims and the equivalent scope, the present invention is not limited to the specific details and the illustrated examples here.

Claims

1. An assembled integrated operation platform for facade construction, characterized in that, Comprising: A frame component, which includes a main frame and sliders fixedly connected to both ends thereof. The main frame includes four longitudinal beams. The sliders are connected to two longitudinal beams close to the scaffolding among them. An upper horizontal tabletop and a lower horizontal tabletop are respectively arranged at the upper and middle parts of the longitudinal beams. Suspension components, which are arranged in pairs on both sides of the frame component. Each group of suspension components includes a longitudinal slide rail, and hooks respectively fixed at the upper and lower ends of the slide rail. The hooks are hooked on the cross bars of the scaffolding, and the sliders are clamped in the slide rail. A locking mechanism, which includes a plurality of locking holes arranged at equal intervals up and down on the slide rail, and a bolt inserted into the locking hole for supporting the slider.

2. The prefabricated integrated operation platform for facade construction according to claim 1, wherein A limiting hole is arranged on the protruding part of the bolt after passing through the slide rail, and a clamping part for preventing the bolt from falling off is matched with the limiting hole.

3. The prefabricated integrated operation platform for facade construction according to claim 1, wherein Both the upper tabletop and the lower tabletop include a rectangular steel frame, rib plates and steel wire meshes. The rib plates are fixedly connected in the rectangular steel frame. The steel wire meshes are laid and fixed on the rectangular steel frame and the rib plates to form a working platform. The longitudinal beams are respectively connected to the four corners of the rectangular steel frame.

4. The prefabricated integrated operation platform for facade construction according to claim 1, wherein The two longitudinal beams far from the scaffolding are obliquely arranged, and their downward inclination direction is the direction close to the scaffolding, and the lower ends of the four longitudinal beams are sequentially connected by four cross beams.

5. The prefabricated integrated operation platform for facade construction according to claim 1, characterized in that, Clasps are arranged on the longitudinal beams, and a guardrail is arranged along the edge of the lower tabletop. The upper end of the guardrail is fixedly connected to the clasp.

6. The prefabricated integrated operation platform for facade construction according to claim 1, characterized in that, The length of the slide rail is equal to the spacing of the cross bars of the scaffolding. The chute in the slide rail penetrates up and down and has a uniform width. Two hooks are connected to the upper end of the slide rail and one hook is connected to the lower end, and the spacing between the two upper hooks is greater than or equal to the width of the lower hook.

7. The prefabricated integrated operation platform for facade construction according to claim 6, characterized in that, The two ends of the chute of the slide rail are provided with an inclined chamfer structure that gradually widens outwards.

8. The prefabricated integrated operation platform for facade construction according to claim 1, wherein, Bolting holes are opened on the side surface of the hook and are matched with a first bolt. The first bolt is screwed in and abuts against the side surface of the cross bar of the scaffolding to lock the hook on the cross bar of the scaffolding; bolting holes are opened on the top surface of the hook and are matched with a second bolt. The second bolt is screwed in and abuts against the top of the cross bar of the scaffolding.

9. The prefabricated integrated operation platform for facade construction according to claim 1, wherein One slider is connected to each of the upper and lower ends of each longitudinal beam close to the scaffolding, and the sliders are all clamped in the slide rail.

10. The prefabricated integrated operation platform for facade construction according to claim 9, characterized in that, The spacing between the sliders at both ends of the longitudinal beam is an integer multiple of the spacing of the locking holes. Each slide rail is matched with two bolts, and the two bolts are respectively inserted into the locking holes to respectively support the upper and lower sliders.

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