Modularized combined type supporting frame body and supporting device for construction integrated platform

Abstract

The utility model relates to a modularized combined type supporting frame body and supporting device for construction of an integrated platform, the modularized combined type supporting frame body comprises a plurality of supporting frame bodies which are combined and connected through a connecting structure in the first direction, each supporting frame body comprises two truss frame bodies, a plurality of transverse rods and at least one diagonal web member, and the two truss frame bodies are oppositely arranged at intervals in the second direction; the second direction is perpendicular to the first direction, the cross rods are connected with the two truss frame bodies, each truss frame body comprises two vertical rods which are oppositely arranged at intervals in the third direction, the third direction is perpendicular to the first direction and intersects with the second direction, the diagonal web rods are connected with the two vertical rods, the connecting structure comprises connecting diagonal rods, and the connecting diagonal rods are connected with the adjacent supporting frame bodies in the first direction. Therefore, the modular combined type supporting frame body suitable for different building structure forms (including but not limited to residential structures and public building structures) is provided, the position of a supporting point in the height direction can be adjusted, the modular combined type supporting frame body can adapt to climbing of different floor heights or non-standard floors, and the modular combined type supporting frame body is light in size and high in practicability.

Description

Technical Field

[0001] The present application relates to the technical field of building construction, and in particular to a modular combined support frame and a support device for constructing an integrated platform. Background Art

[0002] In building construction, the construction integrated platforms currently used for super high-rise buildings mainly include climbing formwork construction platforms and top formwork construction integrated platforms. Among them, the top formwork construction integrated platform is further divided into a low-position top formwork construction integrated platform with few support points, a slightly convex top formwork construction integrated platform and a lightweight top formwork construction integrated platform.

[0003] However, the construction integrated platform in the prior art has the problem of being difficult to adapt to the construction of complex building structures with different storey heights. Utility Model Content

[0004] The purpose of the present application is to provide a modular combined support frame and a support device for a construction integrated platform, so as to solve the problem that the construction integrated platform cannot effectively adapt to the construction of different storey heights and complex building structures.

[0005] An embodiment of the present application provides a modular combined support frame for constructing an integrated platform, the modular combined support frame comprising: a plurality of support frames combined and connected along a first direction, the support frame comprising two frame bodies and a plurality of cross bars and at least one diagonal brace, the two frame bodies are arranged relatively spaced apart along a second direction, the second direction is perpendicular to the first direction, the cross bar connects the two frame bodies, each frame body comprises two vertical bars arranged relatively spaced apart along a third direction, the third direction is perpendicular to the first direction and intersects with the second direction, the diagonal brace connects the two vertical bars; a connecting structure, the plurality of support frames are combined and connected along the first direction through the connecting structure, and the connecting structure comprises a connecting diagonal bar, the connecting diagonal bar connects the support frames adjacent to each other along the first direction.

[0006] Wherein, a plurality of first bolt holes are provided on the inner side surface of the vertical pole along the second direction, and the first bolt holes are used for connecting the wall-mounted support members.

[0007] Among them, the support frame also includes a vertical pole stiffening plate, which is arranged on the inner surface of the vertical pole along the second direction. A plurality of second bolt holes are opened on the vertical pole stiffening plate, and the second bolt holes on the vertical pole stiffening plate correspond to the first bolt holes exposed on the inner surface of the vertical pole along the second direction.

[0008] Wherein, the connection structure further includes a flange, which is arranged at the end of the vertical pole along the first direction and connects the vertical poles of the support frame body adjacent to each other along the first direction.

[0009] The plurality of cross bars include a first cross bar, and an end portion of the first cross bar along the second direction is connected to an inner side surface of the vertical bar along the second direction.

[0010] The inner surface of the vertical pole along the third direction is recessed into the vertical pole to form an inner groove; the support frame also includes an inner stiffening plate, which is connected to the two opposite inner wall surfaces of the inner groove.

[0011] The plurality of cross bars include a second cross bar, and the second cross bar is connected to the inner stiffening plate.

[0012] The support frame also includes a connecting plate, which is arranged on the inner wall surface of the inner groove, and the connecting diagonal rod is connected to the connecting plate.

[0013] The outer surface of the vertical pole along the third direction is concave toward the inside of the vertical pole to form an outer groove; the support frame body also includes an outer stiffening plate, which is connected to the two opposite inner side walls of the outer groove.

[0014] An embodiment of the present application also provides a support device for constructing an integrated platform, the support device comprising: a modular combination support frame of any one of the above items; a wall-mounted support member, configured to be connected to a wall, and the modular combination support frame is installed on the wall-mounted support member in a manner that allows movement along a first direction.

[0015] The beneficial effects of the present application are as follows: the modular combined support frame and support device for the construction of an integrated platform provided by the present application include multiple support frames combined and connected along a first direction through a connecting structure, wherein the support frame includes two frame bodies and multiple cross bars and at least one diagonal brace, the two frame bodies are arranged relatively spaced along a second direction, the second direction is perpendicular to the first direction, the cross bar connects the two frame bodies, each frame body includes two vertical poles arranged relatively spaced along a third direction, the third direction is perpendicular to the first direction and intersects with the second direction, the diagonal brace connects the two vertical poles, the connecting structure includes a connecting diagonal bar, and the connecting diagonal bar connects the support frames adjacent to each other along the first direction, thereby providing a modular combined support frame that is suitable for different building structures (including but not limited to residential structures and public building structures), and can realize adjustable support point positions in the height direction, so that it can adapt to different floor heights or non-standard floor climbing, and is light in size, easy to install, highly safe, and can be used in a turnover manner, with high practicality. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The technical solution and other beneficial effects of the present application will be made apparent by describing in detail the specific implementation methods of the present application in conjunction with the accompanying drawings.

[0017] Figure 1 It is a schematic diagram of the three-dimensional structure of a modular combined support frame for constructing an integrated platform provided in an embodiment of the present application;

[0018] Figure 2 is a schematic diagram of the three-dimensional structure of the first supporting frame provided in an embodiment of the present application;

[0019] Figure 3 is a schematic diagram of the three-dimensional structure of the second supporting frame provided in an embodiment of the present application;

[0020] Figure 4 is a schematic diagram of the three-dimensional structure of a third supporting frame provided in an embodiment of the present application;

[0021] Figure 5 It is a structural schematic diagram of a support device for constructing an integrated platform provided in an embodiment of the present application;

[0022] Figure 6 It is a structural schematic diagram of the connection between the wall-mounted connector and the wall-mounted support provided in an embodiment of the present application. DETAILED DESCRIPTION

[0023] In order to make the purpose, technical solutions and advantages of the present application clearer, the present application is further described in detail below in conjunction with the accompanying drawings and embodiments. Examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements with the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present application, and should not be construed as limiting the present application. In addition, it should be understood that the specific embodiments described herein are only used to explain the present application and are not intended to limit the present application.

[0024] When describing the structure of a component, when a layer or a region is referred to as being "on" or "above" another layer or another region, it may mean being directly above the other layer or another region, or having other layers or regions between it and the other layer or another region. Also, if the component is turned over, the layer or the region will be "under" or "below" the other layer or another region. In addition, the features, structures, or characteristics described below may be combined in any suitable manner in one or more embodiments.

[0025] In addition, the directional terms mentioned in the embodiments of the present application, such as [up], [down], [front], [back], [left], [right], [inside], [outside], [side], etc., are only referenced to the directions of the attached drawings. Therefore, the directional terms used are used to illustrate and understand the embodiments of the present application, rather than to limit the embodiments of the present application. In each of the accompanying drawings, units with similar structures are represented by the same figure numbers. For clarity, the various parts in the drawings are not drawn to scale. In addition, certain related parts may not be shown in the drawings.

[0026] In building construction, the construction integrated platforms currently used for super high-rise buildings mainly include climbing formwork construction platforms and top formwork construction integrated platforms. Among them, the top formwork construction integrated platform is further divided into a low-position top formwork construction integrated platform with few support points, a slightly convex top formwork construction integrated platform and a lightweight top formwork construction integrated platform.

[0027] Among them, the climbing formwork construction platform is restricted by factors such as the fulcrum form and attachment position. It is difficult to achieve large load-bearing capacity requirements, and more machine positions need to be arranged. The construction is difficult and has high requirements on the structure.

[0028] The low-position top formwork integrated platform has good load-bearing capacity, but the fulcrum components are large in size and must be designed according to the structural characteristics of each project. It is difficult to be used in multiple projects and has poor economy. Moreover, because it has fewer fulcrums (generally 4 to 6, which must be arranged at locations with walls at both ends of the support beam), the integrated platform is prone to torsional deviation in the air, posing a safety hazard.

[0029] The fulcrum arrangement of the integrated platform for micro-convex top formwork construction is more flexible, but because its load-bearing parts must be part of the formwork, the manufacturing and processing technology requirements are high, and a single set of load-bearing parts weighs 2.5 tons and is installed at the same time as the formwork, the installation and disassembly turnover is labor-intensive.

[0030] The lightweight top formwork construction integrated platform is mainly aimed at the core tube structure construction of super high-rise buildings. It cannot cover the outer frame construction of super high-rise buildings and has a single applicable object.

[0031] From the above, it can be seen that the currently commonly used construction integrated platforms have different advantages and disadvantages, which are mainly reflected in: the climbing formwork construction platform has many positions, small fulcrums, and insufficient bearing capacity requirements; the low-position top formwork construction integrated platform has poor economy, poor versatility of applicable structures, and many safety hazards; the fulcrum processing technology of the micro-convex top formwork construction integrated platform is high, and the installation and disassembly turnover labor intensity is high; the lightweight top formwork construction integrated platform has a single applicable object, the support system has a large bearing capacity, and cannot cover all types of public building structures, including but not limited to frame concrete structure systems.

[0032] In response to the above problems, the embodiments of the present application provide a modular combined support frame and a support device for the construction of an integrated platform. By providing a modular combined support frame that can be applied to different building structures (including but not limited to residential structures and public building structures), it can adapt to different floor heights or non-standard floor climbing, and can achieve adjustable support point positions in the height direction. It is light in size, easy to install, highly safe, and can be used in a turnover manner, with high practicality.

[0033] See also Figure 1 , Figure 1 Schematic diagram of the three-dimensional structure of a modular combined support frame for constructing an integrated platform provided in an embodiment of the present application. Figure 1 As shown, the modular combined support frame 5 may include a connecting structure and a plurality of support frames 10 (for example, a first support frame 10A, a second support frame 10B and a third support frame 10C) connected in combination along a first direction Z by the connecting structure, wherein the first direction Z may be a direction from bottom to top.

[0034] Specifically, Figures 1 to 4 As shown, the support frame 10 may include two frame bodies, a plurality of cross bars 5.3 / 5.5 and at least one diagonal web bar 5.13. In the same support frame 10, the two frame bodies may be arranged relatively spaced along the second direction Y, the second direction Y is perpendicular to the first direction Z, and the cross bars 5.3 / 5.5 may connect the two frame bodies, for example, the two frame bodies may be vertically connected.

[0035] Furthermore, in the same support frame 10, each of the two frame bodies may include two vertical rods 5.6 arranged relatively spaced apart along the third direction X, and the diagonal web member 5.13 may be connected between the two vertical rods 5.6 in the same frame body. The third direction X is perpendicular to the first direction Z and may intersect with the second direction Y, for example, may be perpendicular to the second direction Y. The length direction of the diagonal web member 5.13 may form an acute angle with the length direction of the vertical rod 5.6.

[0036] In this embodiment, the connection structure may include a connecting oblique rod 5.15, and the connecting oblique rod 5.15 may connect the adjacent support frames 10 (for example, the first support frame 10A and the second support frame 10B) along the first direction Z. The length direction of the connecting oblique rod 5.15 may form an acute angle with the length direction of the vertical rod 5.6.

[0037] In some embodiments, for each support frame 10, the extension direction (i.e., length direction) of the cross bar 5.3 / 5.5 in the support frame 10 can be perpendicular to the extension direction (i.e., length direction) of the vertical rod 5.6 in the support frame 10. In some examples, the extension direction of the vertical rod 5.6 in the support frame 10 can be parallel to the first direction Z, the extension direction of the cross bar 5.3 / 5.5 in the support frame 10 can be parallel to the second direction Y, and the length of the cross bar 5.3 / 5.5 in the support frame 10 can be greater than or equal to the spacing distance between the two frames included in the support frame 10.

[0038] Specifically, for each support frame 10, two uprights 5.6 belonging to the same frame body in the support frame 10 can be arranged opposite to two uprights 5.6 belonging to another frame body in the support frame 10 in a one-to-one correspondence and spaced apart along the second direction Y, so that the four uprights 5.6 in the support frame 10 are spaced apart relative to each other in pairs.

[0039] Correspondingly, in the same support frame 10, the two opposite ends of each cross bar 5.3 / 5.5 along the length direction thereof can be respectively connected to two vertical bars 5.6 that are arranged relatively spaced apart.

[0040] In some specific embodiments, Figures 1 to 4As shown, for each supporting frame 10, the multiple cross bars 5.3 / 5.5 included in the supporting frame 10 may include a first cross bar 5.3, and the end of the first cross bar 5.3 in the supporting frame 10 along the second direction Y may be connected to the inner surface of the vertical bar 5.6 in the supporting frame 10 along the second direction Y, thereby realizing the connection between the first cross bar 5.3 in the supporting frame 10 and the frame.

[0041] Specifically, in the same support frame 10, the number of the first cross bars 5.3 can be at least one, and the two opposite ends of each first cross bar 5.3 along the second direction Y can be respectively connected to the inner surfaces of two vertical bars 5.6 arranged relatively spaced apart along the second direction Y, so that the two frame bodies included in each support frame 10 are connected together through the first cross bar 5.3.

[0042] In some examples, bolt holes 5.4 may be opened on two end plates opposite to each other along the second direction Y of the first cross bar 5.3, bolt holes 5.12 may be opened on the inner surface of the vertical pole 5.6 along the second direction Y, and the bolt holes 5.4 on the first cross bar 5.3 and the corresponding bolt holes 5.12 on the vertical pole 5.6 may be fixedly connected by bolts, thereby realizing the connection between the first cross bar 5.3 and the corresponding vertical pole 5.6, and the connection is convenient and safe.

[0043] In some embodiments, for each upright pole 5.6, the inner surface of the upright pole 5.6 along the third direction X may be recessed into the upright pole 5.6 to form an inner groove, and the outer surface of the upright pole 5.6 along the third direction X may be recessed into the upright pole 5.6 to form an outer groove. In some examples, the cross-sectional shape of each upright pole 5.6 perpendicular to the first direction Z may be H-shaped, and illustratively, each upright pole 5.6 may be an H-shaped steel.

[0044] Specifically, in the above-mentioned embodiment in which the diagonal web member 5.13 connects two vertical poles 5.6 in the same frame body, the opposite ends of the diagonal web member 5.13 along its length direction can be respectively connected to the inner wall surfaces of the inner grooves of the two vertical poles 5.6 in the same frame body. For example, they can be respectively connected to the inner wall surfaces of the inner grooves of the two vertical poles 5.6 in the same frame body by welding, thereby realizing the connection between the diagonal web member 5.13 and the vertical poles 5.6.

[0045] In some specific embodiments, Figures 1 to 4 As shown, the support frame 10 may further include an inner stiffening plate 5.7, which may be connected to two opposite inner side walls of the inner groove of the corresponding upright 5.6, for example, may be vertically connected to two opposite inner side walls of the inner groove of the corresponding upright 5.6. For example, the inner stiffening plate 5.7 may be connected to the inner side wall of the inner groove of the upright 5.6 by welding.

[0046] Specifically, the number of the inner stiffening plates 5.7 connected to the two opposite inner wall surfaces of the inner groove of the same vertical rod 5.6 can be multiple, and the multiple inner stiffening plates 5.7 can be distributed along the first direction Z at intervals.

[0047] In some specific embodiments, the support frame 10 may further include an external stiffening plate 5.17, which may be connected to two opposite inner side walls of the outer groove of the vertical rod 5.6, for example, may be vertically connected to two opposite inner side walls of the outer groove of the corresponding vertical rod 5.6. For example, the external stiffening plate 5.17 may be located in the outer groove of the vertical rod 5.6, and may be connected to the inner side wall of the outer groove of the vertical rod 5.6 by welding.

[0048] Specifically, the number of the external stiffening plates 5.17 connected to the two opposite inner side wall surfaces of the outer groove of the same vertical pole 5.6 can be multiple, and the multiple external stiffening plates 5.17 can be distributed along the first direction Z at intervals.

[0049] In some specific embodiments, Figures 1 to 4 As shown, the support frame 10 may further include a connecting plate 5.10, which may be disposed on the inner wall surface of the inner groove of the vertical rod 5.6, and the connecting diagonal rod 5.15 may be connected to the connecting plate 5.10, thereby realizing the connection between the connecting diagonal rod 5.15 and the support frame 10.

[0050] In some examples, the connecting plate 5.10 can be connected to the inner wall surface of the inner groove of the vertical pole 5.6 by welding.

[0051] In some examples, bolt holes 5.14 may be opened on the connecting plate 5.10, and bolt holes (not shown in the figure) may also be opened on the opposite ends of the connecting diagonal rod 5.15 along its length direction, and the bolt holes 5.14 on the two connecting plates 5.10 from different supporting frames 10 can be respectively connected to the bolt holes on the opposite ends of the connecting diagonal rod 5.15 by bolts, so that the connecting plate 5.10 connects different supporting frames 10 together, and the connection is convenient and safe.

[0052] In some specific embodiments, Figures 1 to 4 As shown, for each support frame 10, the multiple cross bars 5.3 / 5.5 included in the support frame 10 may include a second cross bar 5.5, and the two opposite ends of the second cross bar 5.5 in the support frame 10 along the second direction Y may be respectively connected to two vertical bars 5.6 arranged relatively spaced apart in the support frame 10, so that the two frames in the support frame 10 are connected together through the second cross bar 5.5.

[0053] Exemplarily, in the same support frame 10, there may be a plurality of second cross bars 5.5, and the plurality of second cross bars 5.5 may be arranged along the first direction Z at relative intervals.

[0054] Specifically, in the above embodiment in which the support frame 10 includes the inner stiffening plate 5.7, the second cross bar 5.5 can be connected to the inner stiffening plate 5.7, thereby realizing the connection between the second cross bar 5.5 and the vertical bar 5.6.

[0055] In some examples, opposite ends of the second crossbar 5.5 along its length direction may be connected to two inner stiffening plates 5.7 provided on different vertical poles 5.3 by welding.

[0056] In other examples, bolt holes (not shown in the figure) may be opened on the side of the second cross bar 5.5, and bolt holes 5.8 may also be opened on the inner stiffening plate 5.7, and the bolt holes on the side of the second cross bar 5.5 and the bolt holes 5.8 on the inner stiffening plate 5.7 may be fixedly connected by bolts, thereby realizing the connection between the second cross bar 5.5 and the inner stiffening plate 5.7, and the connection is convenient and safe.

[0057] In some specific embodiments, Figures 1 to 4 As shown, the support frame 10 may further include a vertical rod stiffening plate 5.11, which may be disposed on the inner surface of the vertical rod 5.6 along the second direction Y to enhance the strength of the vertical rod 5.6. For example, the vertical rod stiffening plate 5.11 may be connected to the inner wall surface of the vertical rod 5.6 along the second direction Y by welding.

[0058] Specifically, in the above embodiment in which a bolt hole 5.12 is provided on the inner surface of the vertical pole 5.6 along the second direction Y, a bolt hole 5.16 may also be provided on the vertical pole stiffening plate 5.11, and the bolt hole 5.16 on the vertical pole stiffening plate 5.11 may correspond to the bolt hole 5.12 on the inner surface of the vertical pole 5.6 along the second direction Y.

[0059] Specifically, the number of bolt holes 5.12 opened on the inner surface of the same vertical pole 5.6 along the second direction Y can be multiple, and the multiple bolt holes 5.12 can be arranged linearly along the first direction Z, or can be arranged in multiple rows along the first direction Z. Correspondingly, the number of bolt holes 5.16 opened on the vertical pole stiffening plate 5.11 can also be multiple, and each bolt hole 5.16 can expose a bolt hole 5.12 on the vertical pole 5.6.

[0060] Furthermore, it should be noted that the bolt holes 5.12 provided on the inner surface of the vertical pole 5.6 along the second direction Y in the embodiment can be used to connect the wall-mounted support. Furthermore, when the wall-mounted support is connected to the bolt holes 5.12 provided on the inner surface of the vertical pole 5.6 along the second direction Y, bolt holes 5.12 at different positions can be selected from the plurality of bolt holes 5.12 provided on the inner surface of the vertical pole 5.6 along the second direction Y to be connected to the wall-mounted support by bolts, so that the connection position of the wall-mounted support on the support frame 10 along the height direction can be adjusted to adapt to different floor heights or non-standard floor climbing.

[0061] Specifically, in the above embodiment where the inner surface of the vertical pole 5.6 along the third direction X is recessed into the vertical pole 5.6 to form an inner groove, the bolt hole 5.12 can be provided on the inner wall surface of the inner groove of the vertical pole 5.6 and penetrate the inner wall of the inner groove of the vertical pole 5.6. In addition, the vertical pole stiffening plate 5.11 can also be provided on the inner wall surface of the inner groove of the vertical pole 5.6, for example, it can be located in the inner groove of the vertical pole 5.6 and can be connected to the inner wall surface of the inner groove of the vertical pole 5.6, for example, it can be connected to the inner wall surface of the inner groove of the vertical pole 5.6 by welding.

[0062] Specifically, in the above embodiment where the outer surface of the vertical pole 5.6 along the third direction X is recessed into the vertical pole 5.6 to form an outer groove, the bolt hole 5.12 can be provided on the inner wall surface of the outer groove of the vertical pole 5.6 and penetrate the inner wall of the outer groove of the vertical pole 5.6. In addition, the vertical pole stiffening plate 5.11 can also be provided on the inner wall surface of the outer groove of the vertical pole 5.6, for example, it can be located in the outer groove of the vertical pole 5.6 and can be connected to the inner wall surface of the outer groove of the vertical pole 5.6, for example, it can be connected to the inner wall surface of the outer groove of the vertical pole 5.6 by welding.

[0063] In the above embodiment, if Figures 1 to 4 As shown, the connection structure may further include a flange 5.1 / 5.9, which is disposed at the end of the vertical pole 5.9 along the first direction Z and is capable of connecting the vertical poles 5.9 of the support frame 10 adjacent to each other along the first direction Z.

[0064] Specifically, the uprights 5.6 included in two adjacent support frames 10 along the first direction Z may correspond to each other one by one and may be connected correspondingly via the flanges 5.1 / 5.9.

[0065] In some specific embodiments, Figures 1 to 4As shown, the number of the flanges 5.1 / 5.9 can be multiple, and the multiple flanges 5.1 / 5.9 can include at least one upper flange 5.1 arranged at the top of the vertical pole 5.6, and can also include at least one lower flange 5.9 arranged at the bottom of the vertical pole 5.6. The upper flange 5.1 is connected to the top of the vertical pole 5.6, and the lower flange 5.9 is connected to the bottom of the vertical pole 5.6.

[0066] Specifically, each upper flange 5.1 and each lower flange 5.9 can be respectively provided with a bolt hole 5.2, and the bolt holes 5.2 on the upper flange 5.1 and lower flange 5.9 adjacent in the first direction Z can be fixedly connected by bolts, thereby realizing a one-to-one corresponding connection of the vertical poles included in two adjacent support frames 10 along the first direction Z.

[0067] In some specific application scenarios, such as Figure 1 As shown, the modular combined support frame 5 can be composed of Figure 3 The first support frame 10A, the second support frame 10B and the third support frame 10C are combined and connected along a first direction Z so as to be adaptable to the construction of public structures.

[0068] In other specific application scenarios, the modular combined support frame 5 can also be composed of Figure 3 The first support frame 10A shown in FIG. Figure 4 The second support frame 10B shown is assembled and connected along the first direction Z so as to be adaptable to the construction of the residential structure.

[0069] As can be seen from the above, the modular combined support frame for constructing an integrated platform provided in this embodiment includes multiple support frames combined and connected along a first direction through a connecting structure, wherein the support frame includes two frame bodies and multiple cross bars and at least one diagonal brace, the two frame bodies are arranged relatively spaced along a second direction, the second direction is perpendicular to the first direction, the cross bar connects the two frame bodies, each frame body includes two vertical poles arranged relatively spaced along a third direction, the third direction is perpendicular to the first direction and intersects with the second direction, the diagonal brace connects the two vertical poles, and the connecting structure includes a connecting diagonal bar, which connects the support frames adjacent to each other along the first direction, thereby providing a modular combined support frame that can be applied to different building structures (including but not limited to residential structures and public building structures), and can realize adjustable support point positions in the height direction, so that it can adapt to different floor heights or non-standard floor climbing, and it is light in size, easy to install, highly safe, and can be used in a turnover manner, with high practicality.

[0070] The present application also provides a support device for constructing an integrated platform, such as Figure 5As shown, the support device includes a modular combined support frame 5 for constructing an integrated platform according to any of the above embodiments, and may also include a wall-mounted support member. The wall-mounted support member is configured to be connected to the wall 1, and the modular combined support frame 5 may be mounted on the wall-mounted support member in a manner that it can move along a first direction Z.

[0071] Among them, Figures 1 to 4 As shown, the modular combined support frame 5 includes a connection structure and a plurality of support frames 10 connected in combination along a first direction Z by the connection structure. Specifically, the support frame 10 may include two frame bodies and a plurality of cross bars 5.3 / 5.5 and at least one diagonal web bar 5.13. The two frame bodies are relatively spaced along a second direction Y, the second direction Y is perpendicular to the first direction Z, the cross bars 5.3 / 5.5 connect the two frame bodies, each frame body includes two vertical bars 5.6 relatively spaced along a third direction X, the third direction X is perpendicular to the first direction Z and intersects with the second direction Y, and the diagonal web bar 5.13 connects the two vertical bars 5.6. The connection structure may include a connecting diagonal bar 5.15, and the connecting diagonal bar 5.15 connects the support frames 10 adjacent to each other along the first direction Z.

[0072] In some embodiments, Figure 5 and Figure 6 As shown, the above-mentioned wall-mounted support may include a wall-mounted connector 2, a wall-mounted support 3, a guide rail column 4, a hydraulic cylinder 6, a support claw 7, a construction integrated platform 8, an upper reversing box 9 and a lower reversing box 10. Among them, the wall-mounted connector 2 may be pre-buried in a wall 1 (e.g., a concrete wall). The wall-mounted support 3 and the wall-mounted connector 2 may be fixed to the wall 1 by bolts. T-slot guide rails 4.3 are provided on both sides of the guide rail column 4, and a plurality of bearing holes of a certain module may be provided on the T-slot guide rail 4.3, and bearing blocks 4.1 / 4.2 are installed on both sides of the bearing holes. The plurality of bearing holes of a certain module provided on the above-mentioned T-slot guide rail 4.3 can be used to adapt to the installation of different structural layer heights of the wall-mounted support 3, and a support hook 3.2 is provided on the wall-mounted support 3, and the support hook 3.2 can be used to support the bearing block 4.1 of the guide rail column 4.

[0073] The upper end of the hydraulic cylinder 6 can be connected to the support claw 7 through the upper reversing box mechanism 9, and the lower end of the hydraulic cylinder 6 can contact the load-bearing block 4.2 of the guide rail column through the lower reversing box mechanism 10. A support claw hanger 3.1 can be provided on the wall support 3, and the support claw 7 can be hung on the support claw hanger 3.1.

[0074] Specifically, Figures 1 to 4As shown, a plurality of bolt holes 5.12 may be provided on the inner surface of the vertical pole 5.6 in the support frame 10 along the second direction Y, and the plurality of bolt holes 5.12 may be arranged linearly along the first direction Z (i.e., the height direction), or may be arranged in multiple rows along the first direction Z. In addition, the support claw 7 may be fixedly connected to the corresponding bolt holes 5.12 on the vertical pole 5.6 by bolts, and by connecting the support claw 7 to the bolt holes 5.12 at different height positions, the height of the support claw 7 may be adjusted to adapt to the climbing of integrated platforms of different floor heights or non-standard floors.

[0075] It should be noted that the supporting device for the construction of an integrated platform provided in the embodiment of the present application, since the modular combined supporting frame for the construction of an integrated platform provided in the embodiment of the present application is provided, can achieve the beneficial effects that can be achieved by any modular combined supporting frame provided in the embodiment of the present application. Please see the previous embodiments for details, which will not be repeated here.

[0076] The above description is only a preferred embodiment of the present application and is not intended to limit the present application. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present application shall be included in the protection scope of the present application. The above description is only a preferred embodiment of the present application and is not intended to limit the present application. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present application shall be included in the protection scope of the present application.

Claims

1. A modular combined support frame, characterized in that: include: A plurality of support frames connected in combination along a first direction, the support frames comprising two frame bodies, a plurality of cross bars and at least one diagonal web bar, the two frame bodies being arranged relatively spaced apart along a second direction, the second direction being perpendicular to the first direction, the cross bars connecting the two frame bodies, each of the frame bodies comprising two vertical bars arranged relatively spaced apart along a third direction, the third direction being perpendicular to the first direction and intersecting with the second direction, the diagonal web bar connecting the two vertical bars; A connecting structure, wherein the plurality of support frames are combined and connected along the first direction through the connecting structure, and the connecting structure comprises a connecting oblique rod, wherein the connecting oblique rod connects the support frames adjacent to each other along the first direction.

2. The modular combined support frame according to claim 1, characterized in that: A plurality of first bolt holes are formed on the inner surface of the vertical pole along the second direction, and the first bolt holes are used for connecting the wall-mounted support members.

3. The modular combined support frame according to claim 2, characterized in that: The support frame also includes a vertical pole reinforcing plate, which is arranged on the inner surface of the vertical pole along the second direction. A plurality of second bolt holes are opened on the vertical pole reinforcing plate, and the second bolt holes on the vertical pole reinforcing plate correspond to the first bolt holes on the inner surface of the vertical pole along the second direction.

4. The modular combined support frame according to claim 1, characterized in that: The connection structure further includes a flange, which is disposed at an end of the vertical pole along the first direction and connects the vertical poles of the support frame that are adjacent to each other along the first direction.

5. The modular combined support frame according to claim 1, characterized in that: The plurality of cross bars include a first cross bar, and an end portion of the first cross bar along the second direction is connected to an inner surface of the vertical bar along the second direction, so that the first cross bar is connected to the frame.

6. The modular combined support frame according to claim 1, characterized in that: The inner surface of the vertical pole along the third direction is recessed into the vertical pole to form an inner groove; the support frame body also includes an inner stiffening plate, and the inner stiffening plate is connected to the two opposite inner wall surfaces of the inner groove.

7. The modular combined support frame according to claim 6, characterized in that: The plurality of cross bars include a second cross bar, and the second cross bar is connected to the inner stiffening plate to achieve connection between the second cross bar and the frame.

8. The modular combined support frame according to claim 6, characterized in that: The support frame body also includes a connecting plate, which is arranged on the inner wall surface of the inner groove, and the connecting oblique rod is connected to the connecting plate to achieve the connection between the connecting oblique rod and the support frame body.

9. The modular combined support frame according to claim 1, characterized in that: The outer surface of the vertical pole along the third direction is recessed toward the inside of the vertical pole to form an outer groove; the support frame body also includes an outer stiffening plate, and the outer stiffening plate is connected to the two opposite inner side walls of the outer groove.

10. A support device for construction of an integrated platform, characterized in that: include: The modular combined support frame according to any one of claims 1 to 9; The wall-mounted support member is configured to be connected to a wall, and the modular combined support frame is installed on the wall-mounted support member in a manner that it can move along the first direction.

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