Separating and using type high-altitude corridor system construction platform and construction method thereof

Abstract

The invention discloses a separating and rotating type high-altitude corridor system construction platform and a construction method thereof. The platform comprises a first-stage mounting hole, a second-stage mounting hole, an additional supporting beam and a second-stage supporting beam. The supporting assembly comprises a panel, beam side and plate bottom support and a safety protection assembly. A detachable middle supporting assembly and a temporary support with the adjustable length are adopted, after corridor structure construction is completed, hoisting equipment is used for completing construction, a double-beam assembly composed of a transverse main beam and a longitudinal secondary beam is downwards hoisted to a second-stage mounting hole and a second-stage supporting beam, secondary reconstruction is conducted, and a corridor decoration platform is applied. Pressure relief is achieved by controlling and lowering the temporary support, and the separation difficulty of the middle supporting assembly is greatly reduced. In addition, according to the method, the combination process of the transverse main beams and the longitudinal secondary beams or small beams is completed on the ground, and safe, modularized and efficient splicing construction is achieved.

Description

Technical Field

[0001] The present invention belongs to the technical field of high-altitude corridor construction, and more specifically, relates to a construction platform for a separable, detachable, transferable high-altitude corridor system and a construction method thereof. Background Art

[0002] With the diversified development of modern architectural design, high-altitude corridors are increasingly widely used in commercial complexes, high-rise residential buildings, and public buildings due to their unique spatial connection functions and aesthetic values. In the current construction process, different formwork systems need to be used in different stages for the structural framework and decoration works, which not only causes material waste and construction period extension, but also increases the safety risks of high-altitude operations due to repeated erection and dismantling of formwork. Therefore, developing an integrated operation platform covering the entire construction process to achieve efficient conversion between structural support and decoration construction is of great significance for reducing project costs, improving construction safety, and efficiency.

[0003] Currently, in the existing common high-altitude corridor construction methods, one is the floor-type scaffolding system, which supports the construction of the corridor structure by erecting a full hall scaffold from bottom to top, and the other is the suspended platform system, which requires multiple layers of hanging scaffolds to be arranged on the top after the main body of the corridor is completed for decoration operations. In addition, both types of technologies require formwork replacement in different stages.

[0004] In summary, the core problems of the existing high-altitude corridor construction methods are as follows: (1) The existing technologies cannot achieve the dynamic conversion of the auxiliary support systems for structural construction and decoration operations, and a new auxiliary support system needs to be erected for different construction stages, which is difficult to meet the full-cycle construction requirements of complex corridors; (2) The formwork conversion between corridor structure construction and decoration construction leads to process interruption and prolongs the construction period; (3) In traditional support methods, the erection and dismantling of ultra-high scaffolding are difficult, the stability of the inverted triangle structure is poor, and the suspended platform can only be installed after the main structure construction is completed, lacking reliable support in the early stage of construction. Therefore, there is an urgent need for a new platform system that integrates structural support and decoration construction and can be demoulded and converted in different stages to break through the bottleneck of the existing technologies. Summary of the Invention

[0005] Aiming at the above defects or improvement requirements of the existing technologies, the present invention provides a construction platform for a separable, detachable, transferable high-altitude corridor system and a construction method thereof. By using separable intermediate support components and length-adjustable temporary supports, after the construction of the corridor structure is completed, with the assistance of lifting equipment, the double-beam assembly composed of transverse main beams and longitudinal secondary beams is hoisted downward to the second-stage installation holes and the second-stage support beams, and is reconfigured into a corridor decoration platform for application. During this process, by controlling the lowering of the temporary supports, pressure relief is achieved, greatly reducing the difficulty of detaching the intermediate support components. In addition, this method pre-positions the combination process of the transverse main beams and the longitudinal secondary beams or small beams on the ground, realizing safe, modular, and efficient assembly construction.

[0006] To achieve the above object, according to the first aspect of the present invention, a construction platform for a transfer and reuse type high-altitude corridor system includes:

[0007] The first-stage installation holes and the second-stage installation holes vertically arranged on the side of the structural wall of the shear wall structure building, and the additional support beams and the second-stage support beams vertically arranged on the frame structure building; a split support assembly erected and installed between the installation holes and the support beams, a panel and beam side and bottom support applied on the upper surface of the split support assembly, and a safety protection assembly arranged on both sides of the panel; the first-stage installation holes and the second-stage installation holes are horizontally aligned with the additional support beams and the second-stage support beams; a concrete beam and a concrete roof as the corridor structure are applied on the panel.

[0008] The split support assembly includes a temporary support detachably arranged on the installation holes and the support beams, an intermediate support assembly erected and fixed above the temporary support, and side lifting points arranged on the side edges of the intermediate support assembly.

[0009] After the construction of the corridor structure is completed at the first-stage installation holes and the additional support beams, the split support assembly is lifted by the side lifting points, the construction platform is separated from the concrete beam and the concrete roof structure and lowered, and the construction platform is transferred to the second-stage installation holes and the second-stage support beams to serve as a decoration construction platform for the corridor structure.

[0010] Preferably, the temporary support is a component with controllable height.

[0011] Preferably, the temporary support includes a support main body composed of a sand bucket and a sulfur concrete block, and a jack arranged at the end of the support main body.

[0012] Preferably, the safety protection assembly includes:

[0013] A walkway panel fixed to the side of the panel, and a guardrail arranged outside the walkway panel.

[0014] Preferably, the intermediate support assembly includes:

[0015] A transverse main beam fixedly arranged above the temporary support, a longitudinal secondary beam laid above the transverse main beam, and a small beam laid above the longitudinal secondary beam; the panel is fixed above the small beam.

[0016] Preferably, the temporary support, the transverse main beam, the longitudinal secondary beam, and the small beam are all connected to each other by bolts.

[0017] Preferably, the side lifting points include first lifting points, second lifting points, third lifting points, and fourth lifting points formed by the outer extension of the longitudinal secondary beam in the four corner directions.

[0018] According to a second aspect of the present invention, a method for using a detachable and reusable high-altitude corridor system construction platform comprises the following steps:

[0019] S100: Preset first-stage installation holes, second-stage installation holes, additional support beams, and second-stage support beams on the shear wall structure building and the frame structure building respectively;

[0020] S200: Install temporary supports on the additional support beams and the first-stage installation holes. Adjust the extension of the temporary supports to the appropriate length based on the corridor's design elevation. Then, workers bolt the transverse main beams and longitudinal secondary beams together on the ground. Hoist the beams onto the temporary supports and connect them to them.

[0021] S300: After the temporary support, transverse main beam, and longitudinal secondary beam are installed, small beams, panels, and protective railings are installed on the foundation;

[0022] S400: Fabricate and install concrete beam reinforcement mesh on the panel, and install beam side and slab bottom supports; then fabricate the concrete top slab reinforcement mesh;

[0023] S500: Concrete pouring and curing of concrete top slab and concrete beam;

[0024] S600: After the concrete has been cured to the demoulding strength, the platform separation operation is carried out to separate the double-beam assembly platform consisting of the transverse main beam and the longitudinal secondary beam;

[0025] S700: After the double-beam assembly platform is separated, it is hoisted to the second-stage support beam and second-stage installation hole position for subsequent use as a corridor decoration platform;

[0026] S800: Complete the accessories of small beams, panels, and guardrails to be used as a platform for corridor decoration;

[0027] S900: After the platform is fully used, completely dismantle it.

[0028] Preferably, the step S600 further includes the following steps:

[0029] S601: Using a lifting device to hang at a first lifting point, a second lifting point, a third lifting point, and a fourth lifting point;

[0030] S602: Then, the temporary support is slightly lowered by using a jack to reduce pressure;

[0031] S603: The temporary supports are then removed from the construction system, and the guardrails and walkway panels are removed at the same time.

[0032] Preferably, the step S700 further includes the following steps:

[0033] S701: Control the lifting equipment to hold and lift the first lifting point, the second lifting point, the third lifting point, and the fourth lifting point;

[0034] S702: Subsequently, control the overall translation of the transverse main beam and the longitudinal secondary beam to make one side suspended until it is translated to a position where there is a safe tipping space on the suspended side;

[0035] S703: Control the suspended side of the hoisting transverse main beam and the longitudinal secondary beam assembly platform to descend to reduce the length in the horizontal direction and facilitate the overall downward hoisting;

[0036] S704: Subsequently, translate and hoist the transverse main beam and the longitudinal secondary beam assembly platform towards the center of the two buildings, and then control the overall descent of the double-beam assembly platform to the position of the second-stage support beam and the second-stage installation hole;

[0037] S705: Through angle and position hoisting control, place the transverse main beam and the longitudinal secondary beam on the second-stage support beam and the second-stage installation hole, and then fixedly connect and release the hoisting equipment.

[0038] Generally speaking, compared with the prior art by the above technical solution conceived by the present invention, the following beneficial effects can be achieved:

[0039] 1. The construction platform of the separable and transferable high-altitude connecting corridor system of the present invention adopts a separable intermediate support component and a temporarily adjustable support with adjustable length. After the construction of the connecting corridor structure is completed, with the help of hoisting equipment, the double-beam assembly composed of the transverse main beam and the longitudinal secondary beam is hoisted downward to the second-stage installation hole and the second-stage support beam, and is reconfigured into a connecting corridor decoration platform for application. In this process, by controlling the reduction of the temporarily adjustable support, pressure relief is realized, and the difficulty of separating the intermediate support component is greatly reduced. In addition, this method pre-positions the combination process of the transverse main beam and the longitudinal secondary beam or the small beam on the ground, realizing safe, modular, and efficient assembly construction.

[0040] 2. The construction platform of the separated transfer and dedicated high-altitude skywalk system of the present invention, by pre-setting the first-stage installation holes and additional support beams dedicated to platform construction during the skywalk structure construction stage on the skywalk building foundation (i.e., shear wall structure building, frame structure building), and the second-stage installation holes and second-stage support beams dedicated to platform construction during the skywalk decoration operation stage, solves the technical problems that the traditional skywalk decoration suspension platform can only be installed after the completion of the main structure construction of the skywalk, and there is a lack of reliable support during the early construction. With the support of the pre-set installation holes and support beam structures, the platform construction in each stage can be completed. At the same time, the suspension structure is adopted throughout the entire operation cycle of this skywalk construction platform, completely replacing the traditional ultra-high scaffolding structure construction plan, thus solving the technical defects of the large difficulty in the erection and dismantling of the construction platform and the poor stability of the inverted triangle structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0041] Figure 1 Schematic diagram of the overall construction state of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention;

[0042] Figure 2 Schematic diagram of the initial state of the building before construction of the present invention;

[0043] Figure 3 Bottom view of the first construction state of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention;

[0044] Figure 4 Front view of the first construction state of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention;

[0045] Figure 5 Top view of the first construction state of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention;

[0046] Figure 6 Schematic diagram of the suspension points of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention;

[0047] Figure 7 Front view of the first hoisting state of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention;

[0048] Figure 8 Front view of the second hoisting state of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention;

[0049] Figure 9 Completion state diagram of the hoisting of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention;

[0050] Figure 10 Construction method of the construction platform of the separated transfer and dedicated high-altitude skywalk system of the embodiment of the present invention.

[0051] In all the drawings, the same reference numerals denote the same technical features, specifically: 1 - concrete top slab, 2 - concrete beam, 3 - additional support beam, 4 - structural wall, 5 - temporary support, 6 - transverse main beam, 7 - longitudinal secondary beam, 8 - secondary beam, 9 - panel, 10 - support for beam side and slab bottom, 11 - protective railing, 201 - panel at walkway, 301 - first lifting point, 302 - second lifting point, 303 - third lifting point, 304 - fourth lifting point, 701 - support beam in the second stage, 901 - installation hole in the first stage, 902 - installation hole in the second stage, 903 - shear wall structure building, 904 - frame structure building. Detailed implementation manners

[0052] In the description of the present application, it should be understood that the orientation or positional relationships indicated by the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", 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, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as a limitation to the present invention.

[0053] In addition, the terms "first" and "second" are only used for descriptive purposes, and should not be construed as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features. Thus, the features defined with "first" and "second" may explicitly or implicitly include one or more of such features. In the description of the present invention, "a plurality of" means two or more, unless otherwise specifically defined.

[0054] In the present application, unless otherwise clearly specified and defined, the terms "installation", "connection", "coupling", "fixing", etc. should be understood in a broad sense. For example, it may be a fixed connection, a detachable connection, or an integral connection; it may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and it may be the communication inside two elements. 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 circumstances.

[0055] In order to make the objectives, technical solutions and advantages of the present invention more clear and understandable, the present invention will be further described in detail below with reference to the drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, and are not used to limit the present invention. In addition, the technical features involved in the various embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.

[0056] As Figures 1 - 9 shown, in an embodiment of the present invention, a construction platform for a transfer and decoration combined high-altitude corridor system includes:

[0057] First-stage installation holes 901 and second-stage installation holes 902 vertically arranged and opened on the side of the structural wall 4 of the shear wall structure building 903, and additional support beams 3 and second-stage support beams 701 vertically arranged on the frame structure building 904; a demountable support assembly erected and installed between the installation holes and the support beams, a panel 9, beam side and bottom support 10 provided on the upper surface of the demountable support assembly, and a safety protection assembly provided on both sides of the panel 9; the first-stage installation holes 901 and the second-stage installation holes 902 are horizontally aligned with the additional support beams 3 and the second-stage support beams 701; a concrete beam 2 and a concrete roof slab 1 as the corridor structure are provided on the panel 9;

[0058] The demountable support assembly includes a temporary support 5 detachably provided on the installation holes and the support beams, an intermediate support assembly erected and fixed above the temporary support 5, and a side lifting point provided on the side edge of the intermediate support assembly;

[0059] After the construction of the corridor structure is completed at the first-stage installation holes 901 and the additional support beams 3, the demountable support assembly is lifted by the side lifting point, the construction platform is separated from the concrete beam 2 and the concrete roof slab 1 and moved downward, and the construction platform is transferred to the second-stage installation holes 902 and the second-stage support beams 701 to be used as a decoration construction platform for the corridor structure.

[0060] As Figure 3 and Figure 4 shown, in an embodiment of the present invention, the temporary support 5 is a component with controllable height.

[0061] As Figure 3 and Figure 4 shown, in an embodiment of the present invention, the temporary support 5 includes: a support main body composed of a sand bucket and a sulfur concrete block, and a jack provided at the end of the support main body.

[0062] As Figure 1 and Figure 3 shown, in an embodiment of the present invention, the safety protection assembly includes:

[0063] A walkway panel 201 fixed to the side of the panel 9, and a guardrail 11 provided outside the walkway panel 201.

[0064] As Figure 3 and Figure 4 shown, in an embodiment of the present invention, the intermediate support assembly includes:

[0065] The transverse main beam 6 fixedly arranged above the temporary support 5, the longitudinal secondary beam 7 laid above the transverse main beam 6, and the small beam 8 laid above the longitudinal secondary beam 7; the panel 9 is fixed on the small beam 8.

[0066] As Figures 1 - 9 shown, in the embodiment of the present invention, the temporary support 5, the middle transverse main beam 6, the longitudinal secondary beam 7, and the small beam 8 are all connected to each other by bolts.

[0067] As Figure 6 shown, in the embodiment of the present invention, the side lifting points include the first lifting point 301, the second lifting point 302, the third lifting point 303, and the fourth lifting point 304 formed by the outward extension of the longitudinal secondary beam 7 in the four corner directions.

[0068] As Figure 10 shown, in the embodiment of the present invention, the usage method of a split-off and transfer type high-altitude corridor system construction platform includes the following steps:

[0069] S100: Preset the first-stage installation holes 901, the second-stage installation holes 902, the additional support beam 3, and the second-stage support beam 701 respectively on the shear wall structure building 903 and the frame structure building 904;

[0070] S200: Install the temporary support 5 on the additional support beam 3 and the first-stage installation holes 901, and adjust the temporary support 5 to extend to an appropriate length according to the corridor design elevation; Subsequently, the staff bolts the transverse main beam 6 and the longitudinal secondary beam 7 on the ground, hoists them to the temporary support 5 by crane, and connects them thereto;

[0071] S300: After the installation of the temporary support 5, the transverse main beam 6, and the longitudinal secondary beam 7 is completed, install and lay the small beam 8 and the panel 9 on their basis, and install the safety railing 11;

[0072] S400: Fabricate and install the steel bar mesh of the concrete beam 2 on the panel 9, and install the supports on the side of the beam and at the bottom of the slab 10; Subsequently, fabricate the steel bar mesh of the concrete roof slab 1;

[0073] S500: Carry out the concrete pouring and curing of the concrete roof slab 1 and the concrete beam 2;

[0074] S600: After the concrete is cured to reach the formwork removal strength, carry out the platform split-off construction operation to separate the double-beam component platform composed of the transverse main beam 6 and the longitudinal secondary beam 7;

[0075] S700: After the split-off of the double-beam component platform is completed, hoist the double-beam component platform to the position of the second-stage support beam 701 and the second-stage installation holes 902 for subsequent application as a corridor decoration platform;

[0076] S800: Improve the accessories of the crossbeam 8, the panel 9, and the guardrail 11 for use as a working platform for the corridor decoration operation.

[0077] S900: After the platform is completely used, completely demolish the platform.

[0078] In the embodiment of the present invention, for the usage method of the construction platform of the split-off and transferable high-altitude corridor system, in step S600, the following steps are further included:

[0079] S601: Hang the first lifting point 301, the second lifting point 302, the third lifting point 303, and the fourth lifting point 304 by a lifting device.

[0080] S602: Subsequently, slightly lower the height of the temporary support 5 by using a jack decompression method.

[0081] S603: Subsequently, remove the temporary support 5 from the construction system, and at the same time, remove the guardrail 11 and the panel 201 at the walkway.

[0082] In the embodiment of the present invention, for the usage method of the construction platform of the split-off and transferable high-altitude corridor system, in step S700, the following steps are further included:

[0083] S701: Control the lifting device to hold and lift the first lifting point 301, the second lifting point 302, the third lifting point 303, and the fourth lifting point 304.

[0084] S702: Subsequently, control the overall translation of the transverse main beam 6 and the longitudinal secondary beam 7 to make one side suspended until it is translated to a position where there is a safe tipping space on the suspended side.

[0085] S703: Control the suspended side of the component platform of the transverse main beam 6 and the longitudinal secondary beam 7 to descend to reduce the length in the horizontal direction and facilitate the overall downward lifting.

[0086] S704: Subsequently, translate and lift the component platform of the transverse main beam 6 and the longitudinal secondary beam 7 towards the center of the two buildings, and then control the overall descent of the double-beam component platform to the position of the second-stage support beam 701 and the second-stage installation hole 902.

[0087] S705: Through angle and position lifting control, place the transverse main beam 6 and the longitudinal secondary beam 7 on the second-stage support beam 701 and the second-stage installation hole 902, and then fixedly connect and release the lifting equipment.

[0088] In the embodiment of the present invention, a separable intermediate support assembly and a temporarily support 5 with adjustable length are adopted. After the construction of the corridor structure is completed, with the aid of a hoisting device, the double-beam assembly composed of the transverse main beam 6 and the longitudinal secondary beam 7 is hoisted downward to the second-stage installation hole 902 and the second-stage support beam 701, and is reconstructed into a corridor decoration platform for application. During this process, by controlling the lowering of the temporarily support 5, pressure relief is achieved, greatly reducing the difficulty of separating the intermediate support assembly. In addition, in this method, the combination process of the transverse main beam 6 and the longitudinal secondary beam 7 or the small beam 8 is pre-completed on the ground, realizing safe, modular and efficient assembly construction.

[0089] In the embodiment of the present invention, on the basis of the corridor building foundation (i.e., shear wall structure building, frame structure building), a first-stage installation hole 901 and an additional support beam 3 dedicated to platform construction in the corridor structure construction stage, and a second-stage installation hole 902 and a second-stage support beam 701 dedicated to platform construction in the corridor decoration operation stage are preset, solving the technical problem that the traditional corridor decoration suspension platform depends on the completion of the main structure construction of the corridor before installation, and there is a lack of reliable support in the early construction. With the support of the preset installation hole and support beam structure, the platform construction of each stage can be completed. At the same time, the entire operation cycle of this corridor construction platform adopts a suspension structure, completely replacing the traditional ultra-high scaffolding structure construction plan, thus solving the technical defects of difficult erection and dismantling of the construction platform and poor stability of the inverted triangle structure.

[0090] The above are only the preferred embodiments of the present application and are not intended to limit the present application. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present application shall be included in the protection scope of the present application. The above is only the preferred implementation manner of the present application. It should be noted that for those of ordinary skill in the art, without departing from the technical principle of the present application, several improvements and modifications can be made, and these improvements and modifications should also be regarded as the protection scope of the present application.

Claims

1. A construction platform for a high-altitude connecting corridor system with separate stripping and transfer functions, characterized in that Comprising: The first-stage installation holes (901) and the second-stage installation holes (902) vertically arranged and opened on the side surface of the structural wall (4) of the shear wall structure building (903), and the additional support beam (3) and the second-stage support beam (701) vertically arranged and provided on the frame structure building (904); a split-off support assembly erected and installed between the installation holes and the support beams, a panel (9) applied on the upper surface of the split-off support assembly, a beam side and bottom support (10), and a safety protection assembly provided on both sides of the panel (9); the first-stage installation holes (901) and the second-stage installation holes (902) are horizontally aligned with the additional support beam (3) and the second-stage support beam (701); a concrete beam (2) and a concrete roof slab (1) serving as a corridor structure are applied on the panel (9); The split-off support assembly includes a temporary support (5) detachably provided on the installation holes and the support beams, an intermediate support assembly erected and fixed above the temporary support (5), and a side lifting point provided on the side edge of the intermediate support assembly; After the construction platform completes the construction of the corridor structure at the first-stage installation hole (901) and the additional support beam (3), the split-off support assembly is lifted by the side lifting point to complete the separation and downward movement of the construction platform from the concrete beam (2) and the concrete roof slab (1) structure, and the construction platform is transferred to the second-stage installation hole (902) and the second-stage support beam (701) to serve as a decoration construction platform for the corridor structure.

2. The construction platform of a split-off and transfer type high-altitude corridor system according to claim 1, wherein: The temporary support (5) is a component with controllable height.

3. The construction platform of a separated and diverted high-altitude connecting corridor system according to claim 2, wherein The temporary support (5) includes a support main body composed of a sand bucket and a sulfur concrete block, and a jack provided at the end of the support main body.

4. A construction platform for a separated and diverted high-altitude connecting corridor system according to claim 2, characterized in that, The safety protection assembly includes: A walkway panel (201) fixed to the side part of the panel (9), and a guardrail (11) provided outside the walkway panel (201).

5. The construction platform of a split-off and transferable high-altitude connecting corridor system according to claim 1, characterized in that The intermediate support assembly includes: A transverse main beam (6) fixedly provided above the temporary support (5), a longitudinal secondary beam (7) laid above the transverse main beam (6), and a small beam (8) laid above the longitudinal secondary beam (7); the panel (9) is fixed above the small beam (8).

6. The construction platform of a separated and diverted high-altitude skywalk system according to claim 5, characterized in that The temporary support (5), the middle transverse main beam (6), the longitudinal secondary beam (7), and the small beam (8) are all connected to each other by bolts.

7. A construction platform for a separated, diverted and elevated corridor system according to claim 5, characterized in that, The side lifting points include first lifting points (301), second lifting points (302), third lifting points (303), and fourth lifting points (304) formed by the outward extension of the longitudinal secondary beam (7) in the four corner directions.

8. The using method of a split-off and transferable high-altitude corridor system construction platform according to any one of claims 1 to 7, comprising the following steps: S100: Preset the first-stage installation holes (901), the second-stage installation holes (902), the additional support beam (3), and the second-stage support beam (701) respectively on the shear wall structure building (903) and the frame structure building (904); S200: Install the temporary support (5) above the additional support beam (3) and the first-stage installation hole (901), and adjust the elongation of the temporary support (5) to an appropriate length according to the design elevation of the corridor. Subsequently, the staff bolts the transverse main beam (6) and the longitudinal secondary beam (7) on the ground, hoists them to above the temporary support (5) to prevent lifting, and connects them thereto. S300: After the installation of the temporary support (5), the transverse main beam (6), and the longitudinal secondary beam (7) is completed, install and lay the small beams (8) and the panels (9) on their basis, and install the protective railing (11). S400: Fabricate and install the steel bar mesh of the concrete beam (2) on the panel (9), and install the supports on the side of the beam and at the bottom of the slab (10). Subsequently, fabricate the steel bar mesh of the concrete roof slab (1). S500: Pour and cure the concrete of the concrete roof slab (1) and the concrete beam (2). S600: After the concrete is cured to reach the form removal strength, perform the platform separation construction operation to separate the double-beam component platform composed of the transverse main beam (6) and the longitudinal secondary beam (7). S700: After the separation of the double-beam component platform is completed, hoist the double-beam component platform to the position of the second-stage support beam (701) and the second-stage installation hole (902) for subsequent application as a corridor decoration platform. S800: Improve the accessories of the small beams (8), the panels (9), and the protective railing (11) for use as a corridor decoration operation platform. S900: After the platform is completely used, completely demolish the platform.

9. According to the method for using a construction platform of a separation and conversion type high-altitude corridor system as claimed in claim 8, step S600 further includes the following steps: S601: Hang the first hanging point (301), the second hanging point (302), the third hanging point (303), and the fourth hanging point (304) by a hoisting device. S602: Subsequently, slightly lower the height of the temporary support (5) by using a jack decompression method. S603: Subsequently, remove the temporary support (5) from the construction system, and simultaneously remove the protective railing (11) and the panel at the walkway (201).

10. According to the method for using a construction platform of a separation and conversion type high-altitude corridor system as claimed in claim 8, step S700 further includes the following steps: S701: Control the hoisting device to hold the first hanging point (301), the second hanging point (302), the third hanging point (303), and the fourth hanging point (304) and hoist them. S702: Subsequently, control the overall translation of the transverse main beam (6) and the longitudinal secondary beam (7) and make one side suspended until the suspended side has a safe tipping space after translation. S703: Control the lowering of the suspended side of the hoisted transverse main beam (6) and longitudinal secondary beam (7) component platform to reduce the length in the horizontal direction for convenient overall downward hoisting. S704: Subsequently, translate and hoist the transverse main beam (6) and longitudinal secondary beam (7) component platform towards the center of the two buildings, and then control the overall lowering of the double-beam component platform to the position of the second-stage support beam (701) and the second-stage installation hole (902). S705: Through the control of hoisting by angle and position, place the transverse main beam (6) and longitudinal secondary beam (7) onto the second-stage support beam (701) and the second-stage installation hole (902), then fixedly connect and release the hoisting equipment.

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