Modularized integrated protection platform
Through the modular and integrated protection platform designed with modular design, the problems of slow installation speed and relying on manual operation are solved, rapid assembly and simplified installation process are achieved, and construction speed and quality are improved.
Patent Information
- Application Number
- CN202421306492.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-07
- Publication Date
- 2025-03-11
- Estimated Expiration
- 2034-06-07
AI Technical Summary
Traditional scaffolding has low assembly degree and the installation process is highly dependent on manual operations, resulting in slow installation speed, error-prone, and increased labor costs and management costs.
Design a modular integrated protection platform, including cantilever beams, inner columns, outer columns, walkway plates and outer protective nets. The modular design allows components to be quickly assembled and simplified the installation process.
Through modular design, the on-site assembly time is reduced, the construction speed is improved, the dependence on professional installers is reduced, labor costs and labor demand is reduced, and the consistency of construction quality is improved.
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Figure CN222595474U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of building construction technology, and in particular to a modular integrated protection platform. Background Art
[0002] In building construction, the installation of scaffolding is a key step that directly affects the progress of the entire project and the safety of construction workers. Traditional scaffolding is usually composed of a large number of steel pipes, fasteners and formwork, and is manually erected and disassembled on site.
[0003] Traditional scaffolding has a low degree of assembly and the installation process is highly dependent on manual operation, which not only limits the installation speed but also increases the possibility of human error. In addition, manual installation requires a large number of construction workers, increasing labor costs and management costs.
[0004] Traditional scaffolding uses a wide variety of components, which need to be identified and matched during installation. This process is cumbersome and error-prone, further slowing down installation. Utility Model Content
[0005] The purpose of this application is to provide a modular integrated protection platform to solve the problem of slow installation speed of traditional scaffolding.
[0006] The technical solution adopted by this application to solve its technical problem is:
[0007] A modular integrated protective platform comprises at least two cantilever beams fixed at the same height on the outer wall of a building, wherein the cantilever beams are sequentially connected with inner columns and outer columns extending upward in a direction away from the outer wall of the building, at least one layer of walkway boards is connected between the inner columns and the outer columns, and an outer protective net is connected between adjacent outer columns.
[0008] Furthermore, the cantilever beam is connected to two mounting seats at intervals along its axial direction, the top of the mounting seats is provided with positioning holes extending downward, and the lower ends of the inner column and the outer column are respectively inserted into the two positioning holes.
[0009] Furthermore, one end of the cantilever beam away from the building outer wall is connected to a diagonal brace extending obliquely upward, and the upper end of the diagonal brace is connected to the building outer wall.
[0010] Furthermore, the diagonal tie rod is a telescopic structure.
[0011] Furthermore, the walkway plate includes at least two layers, and the walkway plate at the bottom layer is supported on the cantilever beam.
[0012] Furthermore, at least one layer of support frames is connected between the inner columns and the outer columns, and the walkway boards of the remaining layers are supported on the support frames.
[0013] Furthermore, the support frame is a frame structure.
[0014] Furthermore, the inner column is connected to the outer wall of the building via at least one anti-dumping device.
[0015] Furthermore, the anti-dumping device is a rectangular frame structure.
[0016] Furthermore, a sub-plate is connected to the side of the walkway plate facing the building outer wall, and a cover plate extending obliquely upward is connected to the sub-plate, and the upper end of the cover plate is overlapped on the building outer wall.
[0017] Beneficial effects of this application:
[0018] 1. The modular integrated protection platform provided in the embodiment of the present application adopts a modular design. The modular components can be assembled quickly, reducing the on-site assembly time, making the installation process faster and easier, thereby improving the construction speed.
[0019] 2. The modular integrated protection platform provided in the embodiment of the present application has a modular design that simplifies the installation process, thereby reducing the reliance on professional installers and allowing non-professionals to participate in the installation work, thereby reducing labor costs and labor requirements.
[0020] 3. The modular integrated protection platform provided in the embodiment of the present application uses fewer types of components. During installation, various components can be quickly identified and matched, which helps to avoid errors in the installation process and further improves the installation speed. Through standardized components and precise installation processes, the consistency of construction quality can also be ensured, which helps to avoid errors in the construction process and ensure the final quality of the building. BRIEF DESCRIPTION OF THE DRAWINGS
[0021] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present application and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without paying creative work.
[0022] Figure 1 It is a structural schematic diagram of a modular integrated protection platform provided in an embodiment of the present application;
[0023] Figure 2 It is a three-dimensional diagram of the modular integrated protection platform provided in the embodiment of the present application without the outer protection net;
[0024] Figure 3 It is a three-dimensional diagram of the cantilever beam;
[0025] Figure 4 It is a three-dimensional diagram of the support frame;
[0026] Figure 5 It is a three-dimensional diagram of the anti-tipping unloading device.
[0027] Reference numerals:
[0028] 10- Building exterior walls;
[0029] 11-Cantilever beam;
[0030] 12-Inner column;
[0031] 13-External columns;
[0032] 14-walkway board;
[0033] 15-External protection net;
[0034] 16-Mounting seat;
[0035] 161- positioning jack;
[0036] 17- inclined tie rod;
[0037] 18-support frame;
[0038] 19- Anti-tilt unloading device;
[0039] 20-Vice board;
[0040] 21-Close the board. DETAILED DESCRIPTION
[0041] In order to make the purpose, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application.
[0042] It should be noted that similar numbers and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further defined and explained in the subsequent drawings. In addition, the embodiments and features in the embodiments of this application can be combined with each other without conflict.
[0043] In the description of the embodiments of the present application, the indicated orientation or positional relationship is based on the orientation or positional relationship shown in the accompanying drawings, or is the orientation or positional relationship in which the product of the application is usually placed when in use, or is the orientation or positional relationship commonly understood by those skilled in the art. The terms "disposed", "opened", "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, and an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the internal connection of two elements.
[0044] See also Figure 1 , Figure 2 A modular integrated protection platform provided in an embodiment of the present application includes at least two cantilever beams 11 fixed at the same height on a building outer wall 10, and the cantilever beams 11 are sequentially connected with inner columns 12 and outer columns 13 extending upward in a direction away from the building outer wall 10, at least one layer of walkway board 14 is connected between the inner columns 12 and the outer columns 13, and an outer protection net 15 is connected between adjacent outer columns 13.
[0045] See also Figure 1 , Figure 2 The cantilever beam 11 is arranged horizontally, and the two ends of the cantilever beam 11 are respectively a fixed end and a free end. The fixed end of the cantilever beam 11 is fixedly connected to the building outer wall 10 by bolts, so that the cantilever beam 11 is installed and supported by the building outer wall 10, and the free end of the cantilever beam 11 extends outward. The cantilever beam 11 includes at least two cantilever beams 11 located at the same height and arranged at intervals. When all the cantilever beams 11 are installed on the building outer wall 10, a cantilever support structure is formed on the outer side of the building outer wall 10. Figure 2 Only two cantilever beams 11 are shown in the figure, but it should be known that, according to actual conditions, three or more cantilever beams 11 can be provided.
[0046] See also Figure 1 , Figure 2 On each cantilever beam 11, inner columns 12 and outer columns 13 are sequentially arranged in a direction from the fixed end to the free end; the inner columns 12 and the outer columns 13 are arranged vertically, and the lower ends of the two are connected to the cantilever beam 11, so that the inner columns 12 and the outer columns 13 are installed and supported by the cantilever beam 11. At least one layer of walkway slabs 14 is arranged between the inner columns 12 and the outer columns 13, so that the walkway slabs 14 are installed and supported by the inner columns 12 and the outer columns 13. When the walkway slabs 14 are installed, at least one layer of construction platform is formed on the outer side of the building exterior wall 10, so that construction workers can stand on the walkway slabs 14 to carry out construction. Figure 1 , Figure 2 Only two layers of walkway boards 14 are shown in the figure, but it should be known that, according to actual conditions, one layer, three layers or more than three layers of walkway boards 14 can also be provided.
[0047] See also Figure 1 The outer protective net 15 is arranged on the outer side of the walkway plate 14 and connected to the outer column 13, so that the outer protective net 15 can be installed and supported by the outer column 13, and the outer side of the walkway plate 14 is protected by the outer protective net 15 to prevent the construction workers from falling from the outer side of the walkway plate 14 when working on the walkway plate 14. Exemplarily, the outer protective net 15 includes a frame-type steel mesh protective net, which is connected to the outer column 13 by bolts. The outer side of the walkway plate 14 refers to the side away from the building outer wall 10, and the inner side of the walkway plate 14 refers to the side facing the building outer wall 10.
[0048] A modular integrated protective platform provided in an embodiment of the present application is used to be installed on the outside of a building exterior wall 10 to replace a traditional scaffolding, and its specific installation process is: transport the cantilever beams 11, inner columns 12, outer columns 13, walkway boards 14, outer protective nets 15 and other components prefabricated in the factory to the construction site; fix the fixed ends of the cantilever beams 11 to the building exterior wall 10 with bolts, and when all the cantilever beams 11 are installed, install inner columns 12 and outer columns 13 on each cantilever beam 11; when all the inner columns 12 and outer columns 13 are installed, install each layer of walkway boards 14 between the inner columns 12 and the outer columns 13, and install the outer protective nets 15 on the outer columns 13.
[0049] The modular integrated protection platform provided in the embodiment of the present application adopts a modular design. Modular components can be quickly assembled, reducing on-site assembly time, making the installation process faster and easier, thereby improving the construction speed; since the modular design simplifies the installation process, it reduces dependence on professional installers, allowing non-professionals to participate in the installation work, thereby reducing labor costs and labor requirements; the protection platform uses fewer types of components, and various components can be quickly identified and matched during installation, which helps to avoid errors in the installation process and further improves the installation speed; through standardized components and precise installation processes, the consistency of construction quality can also be ensured, which helps to avoid errors in the construction process and ensure the final quality of the building.
[0050] The lower ends of the inner column 12 and the outer column 13 can be supported on the cantilever beam 11 and fixed by bolts. Figure 1 , Figure 2 , Figure 3Two mounting seats 16 are connected to the cantilever beam 11 along its axial direction at intervals, and a positioning socket 161 extending downward is provided on the top of the mounting seat 16, and the lower ends of the inner column 12 and the outer column 13 are respectively inserted into the two positioning sockets 161. During installation, the lower ends of the inner column 12 and the outer column 13 are inserted into the positioning sockets 161 on the mounting seat 16. In order to improve the firmness and reliability of the connection between the column and the cantilever beam 11, the column and the cantilever beam 11 can also be connected together by fasteners such as bolts.
[0051] For example, see Figure 3 The cantilever beam 11 includes a horizontally arranged I-beam and a connecting plate vertically arranged and welded to one end of the I-beam. The connecting plate is used to be installed on the building exterior wall 10 by bolts. The mounting seat 16 includes a vertically arranged square tube. The inner cavity of the square tube forms a positioning socket 161. The square tube can be fixed to the I-beam by bolts or welding.
[0052] In some embodiments, see Figure 1 , one end of the cantilever beam 11 away from the building exterior wall 10 is connected with a diagonal brace 17 extending obliquely upward, and the upper end of the diagonal brace 17 is connected to the building exterior wall 10. Exemplarily, the diagonal brace 17 is arranged above the cantilever beam 11, the lower end of the diagonal brace 17 is connected to the free end of the cantilever beam 11 by bolts, and the upper end of the diagonal brace 17 is connected to the building exterior wall 10 by bolts, thereby the load of the free end of the cantilever beam 11 can be transmitted to the building exterior wall 10 through the diagonal brace 17, thereby improving the bending resistance of the cantilever beam 11.
[0053] The length of the inclined tie rod 17 can be a fixed value. In order to improve the use range of the inclined tie rod 17, in some embodiments, the inclined tie rod 17 is a telescopic structure. By setting the inclined tie rod 17 as a telescopic structure, the length of the inclined tie rod 17 can be adjusted according to actual conditions to adapt to different installation requirements.
[0054] In some embodiments, see Figure 1 , Figure 2 The walkway plate 14 includes at least two layers, the walkway plate 14 of the bottom layer is supported on the cantilever beam 11, and the walkway plates 14 of the remaining layers are supported on the inner columns 12 and the outer columns 13. Exemplarily, at least one layer of support frame 18 is connected between the inner columns 12 and the outer columns 13, and the walkway plates 14 of the remaining layers are supported on the support frame 18. For example, the support frame 18 is arranged between the inner columns 12 and the outer columns 13, and is fixedly connected to the inner columns 12 and the outer columns 13 by bolts respectively. By providing the support frame 18, not only the walkway plate 14 can be supported, but also the inner columns 12 and the outer columns 13 can be connected together, thereby improving the firmness and reliability of the entire protection platform.
[0055] The support frame 18 can be a support plate. Figure 1, Figure 2 , Figure 4 The support frame 18 is a frame structure. Exemplarily, the support frame 18 is a right-angle trapezoidal structure welded from steel sections.
[0056] In some embodiments, see Figure 1 , Figure 2 , the inner column 12 is connected to the building outer wall 10 through at least one anti-dumping device 19. Exemplarily, the anti-dumping device 19 is arranged between the inner column 12 and the building outer wall 10, and is fixedly connected to the inner column 12 and the building outer wall 10 respectively by bolts. By providing the anti-dumping device 19, not only can the frame body mainly composed of the inner column 12, the outer column 13, the support frame 18, the walkway board 14 and the outer protective net 15 be prevented from tilting outwards, but also the deadweight of the frame body can be unloaded, and the load on the frame body can be transferred to the building outer wall 10 through the anti-dumping device 19.
[0057] The anti-dumping device 19 may be a plate-shaped structure. Figure 1 , Figure 2 , Figure 5 The anti-dumping device 19 is a rectangular frame structure. Exemplarily, the anti-dumping device 19 is a rectangular frame structure welded from steel sections.
[0058] When the protective platform is installed, there is an installation gap of about 350 mm between the inner side of the walkway plate 14 and the building outer wall 10. In order to further improve the safety of construction workers when constructing on the walkway plate 14, in some embodiments, see Figure 1 The side of the walkway plate 14 facing the building exterior wall 10 is connected to a sub-plate 20, and the sub-plate 20 is connected to a cover plate 21 extending obliquely upward, and the upper end of the cover plate 21 is overlapped on the building exterior wall 10. By setting the sub-plate 20 and the cover plate 21, the installation gap between the inner side of the walkway plate 14 and the building exterior wall 10 can be covered, so as to prevent construction workers from falling into the installation gap during the construction process, thereby improving the safety of the construction process. Among them, the cover plate 21, the sub-plate 20 and the walkway plate 14 can all be connected by bolts. The cover plate 21 and the sub-plate 20 can also be an integrated structure.
[0059] The above is only a preferred embodiment of the present application and does not constitute any form of limitation to the present application. Based on the technical essence of the present application and within the spirit and principles of the present application, any simple modification, equivalent replacement and improvement of the above embodiments shall still fall within the protection scope of the technical solution of the present application.
Claims
1. A modular integrated protection platform, characterized in that: The invention comprises at least two cantilever beams (11) fixed at the same height on the building outer wall (10), wherein the cantilever beams (11) are sequentially connected with inner columns (12) and outer columns (13) extending upward in a direction away from the building outer wall (10), at least one layer of walkway plates (14) is connected between the inner columns (12) and the outer columns (13), and an outer protective net (15) is connected between adjacent outer columns (13).
2. The modular integrated protection platform according to claim 1, characterized in that: The cantilever beam (11) is connected to two mounting seats (16) at intervals along its axial direction, and a positioning socket (161) extending downward is provided at the top of the mounting seat (16), and the lower ends of the inner column (12) and the outer column (13) are respectively inserted into the two positioning sockets (161).
3. The modular integrated protection platform according to claim 1, characterized in that: One end of the cantilever beam (11) away from the building exterior wall (10) is connected to a diagonal brace rod (17) extending obliquely upward, and the upper end of the diagonal brace rod (17) is connected to the building exterior wall (10).
4. The modular integrated protection platform according to claim 3, characterized in that: The inclined tie rod (17) is a telescopic structure.
5. The modular integrated protection platform according to claim 1, characterized in that: The walkway slab (14) comprises at least two layers, and the walkway slab (14) at the bottom layer is supported on the cantilever beam (11).
6. The modular integrated protection platform according to claim 5, characterized in that: At least one layer of support frame (18) is connected between the inner column (12) and the outer column (13), and the walkway plates (14) of the remaining layers are supported on the support frame (18).
7. The modular integrated protection platform according to claim 6, characterized in that: The support frame (18) is a frame structure.
8. The modular integrated protection platform according to claim 1, characterized in that: The inner column (12) is connected to the building outer wall (10) via at least one anti-tilting and unloading device (19).
9. The modular integrated protection platform according to claim 8, characterized in that: The anti-tipping and unloading device (19) is a rectangular frame structure.
10. The modular integrated protection platform according to claim 1, characterized in that: The side of the walkway plate (14) facing the building exterior wall (10) is connected to a sub-plate (20), and the sub-plate (20) is connected to a cover plate (21) extending obliquely upward, and the upper end of the cover plate (21) is overlapped on the building exterior wall (10).