Plate transfer supporting jig frame device and method

Abstract

The invention provides a plate transfer supporting jig frame device and method, and relates to building construction. The plate transfer supporting jig frame device comprises a jig frame body, bearing beams and pulleys, the multiple bearing beams are arranged on the jig frame body in an array mode, each bearing beam is provided with the multiple pulleys, the multiple pulleys form a transfer face, and the height of the transfer face is matched with the preset height of the building. Through the combined design of the jig frame body, the bearing beams and the pulleys, the multiple pulleys form the transfer face, the height of the transfer face is matched with the preset height of a building, plates are placed on the transfer face to be transferred, and the jig frame has the advantages of being efficient, safe and high in adaptability.

Description

Technical Field

[0001] This application relates to the field of building construction, and more specifically, to a device and method for transporting and supporting formwork on a support framework. Background Art

[0002] In the field of building construction, the transportation of formwork is an essential and important part of the construction process. With the continuous expansion of building scale and the continuous progress of construction technology, the demand for formwork transportation at the construction site is also increasing day by day. Currently, the transportation of formwork at the construction site is mainly carried out through tower cranes, truck cranes, track transportation, manual handling, etc.

[0003] As a common lifting equipment, tower cranes are widely used in the construction of high-rise buildings. However, their load-bearing capacity is limited, and there are obvious deficiencies in transporting overweight and oversized formwork. Moreover, in cases where site conditions are restricted, tower cranes may not be able to operate normally. Although truck cranes have high flexibility, in the construction site with dense existing buildings, their operating angles and spaces are often restricted, making it difficult to meet the transportation requirements in complex environments. As a relatively efficient transportation method, track transportation can, to a certain extent, solve the problem of high-altitude transportation. However, its construction cost is relatively high, and there are significant safety hazards in high-altitude operations. Manual handling, as a traditional transportation method, although simple to operate, can hardly achieve the transportation of overweight and oversized formwork, and is inefficient, making it difficult to meet the needs of modern building construction.

[0004] Therefore, the traditional formwork transportation methods at the construction site have obvious deficiencies when facing situations such as overweight, oversized, and severely restricted site conditions, and there is an urgent need for a more efficient, safe, and adaptable transportation solution. Summary of the Invention

[0005] The purpose of this application is to provide a device and method for transporting and supporting formwork on a support framework, which can transport overweight and oversized formwork under restricted site conditions, and has the advantages of high efficiency, safety, and strong adaptability.

[0006] In a first aspect, the present invention provides a device for transporting and supporting formwork on a support framework for transporting formwork into a building at a preset height. The device for transporting and supporting formwork on a support framework includes a framework body, load-bearing beams, and pulleys. A plurality of the load-bearing beams are arranged in an array on the framework body, and each load-bearing beam is provided with a plurality of pulleys. The plurality of pulleys form a transportation surface, and the height of the transportation surface matches the preset height of the building.

[0007] In an alternative embodiment, the jig body includes a vertical support assembly, a horizontal support assembly, and an inclined support assembly. The inclined support assembly is inclined and supported between two groups of the vertical support assemblies. The horizontal support assembly is horizontally supported between two groups of the vertical support assemblies. The height of the transfer surface is equal to the sum of the height of the vertical support assembly, the height of the load-bearing beam, and the height of the pulley.

[0008] In an alternative embodiment, the vertical support assembly includes a base, a vertical support base section, a vertical support standard section, and a vertical support adjustment section that are sequentially connected in the vertical direction. One load-bearing beam is fixedly connected to at least two of the vertical support adjustment sections.

[0009] In an alternative embodiment, the number of the vertical support standard sections is multiple, and the height of the vertical support adjustment section is lower than the height of the vertical support standard section.

[0010] In an alternative embodiment, the number of the horizontal support assemblies is multiple groups. Each group of the horizontal support assemblies includes a cross-bar support, a cross-bar standard section, and a horizontal connecting member. The number of the cross-bar supports is two, and the two cross-bar supports are respectively arranged on two adjacent groups of the vertical support assemblies. The number of the cross-bar standard sections is at least two, and the two cross-bar standard sections are respectively connected to the two cross-bar supports in a one-to-one correspondence. The horizontal connecting members respectively connect two adjacent cross-bar standard sections.

[0011] In an alternative embodiment, the number of the cross-bar standard sections is N, and the number of the horizontal connecting members is (N - 1), where N ≥ 2.

[0012] In an alternative embodiment, the number of the inclined support assemblies is multiple groups. Each group of the inclined support assemblies includes an inclined tie rod support, an inclined tie rod standard section, and an inclined tie rod connecting member. The number of the inclined tie rod supports is two, and the two inclined tie rod supports are respectively arranged on two adjacent groups of the vertical support assemblies. The number of the inclined tie rod standard sections is at least two, and the two inclined tie rod standard sections are respectively connected to the two lower tie rod supports in a one-to-one correspondence. The inclined tie rod connecting members respectively connect two adjacent inclined tie rod standard sections.

[0013] In an alternative embodiment, the number of the inclined tie rod standard sections is n, and the number of the inclined tie rod connecting members is (n - 1), where n ≥ 2.

[0014] In an alternative embodiment, the pulley includes a wheel body and a pulley support. The wheel body is installed on the pulley support and rotates relative to the pulley support around a rotation axis. The rotation axis is perpendicular to the direction of the sheet transfer. The pulley support is fixed on the load-bearing beam.

[0015] In a second aspect, the present invention provides a method for transporting plates, based on the plate transporting and supporting trestle device described in the foregoing embodiments. The method for transporting plates includes:

[0016] Set the height of the transfer surface according to the preset height of the building. After subtracting the height of the pulley from the height of the transfer surface and then subtracting the height of the load-bearing beam, obtain the height of the trestle body.

[0017] Build the trestle body according to the obtained height of the trestle body.

[0018] Install the load-bearing beam on the trestle body.

[0019] Install a plurality of the pulleys on the load-bearing beam.

[0020] Install a lifting device on the building, and the installation height of the lifting device is higher than or equal to the height of the transfer surface.

[0021] Lift the plate onto the pulley, and connect the lifting device and the plate with a rope.

[0022] Start the lifting device, and the lifting device drives the plate to slide on the pulley until the plate slides to the designated position and then stop the lifting device.

[0023] Remove the rope and move the plate into the building.

[0024] Compared with the prior art, the beneficial effects of the present application are:

[0025] The present application provides a plate transporting and supporting trestle device. The basic function of the plate transporting and supporting trestle device is to act as a scaffold for bearing the load. Therefore, during the construction process, the plate transporting and supporting trestle device is built outside the building, resulting in limited conditions for the plate transporting site. Through the combined design of the trestle body, the load-bearing beam and the pulley, the present application enables a plurality of pulleys to form a transfer surface, and matches the height of the transfer surface with the preset height of the building, and places the plate on the transfer surface to achieve transportation. The present application can transport plates with overweight and oversized dimensions, and has the advantages of high efficiency, safety and strong adaptability. Description of the Drawings

[0026] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the following will briefly introduce the drawings required for the embodiments. It should be understood that the following drawings only show some embodiments of the present invention, and therefore should not be regarded as limiting the scope. For those of ordinary skill in the art, other related drawings can be obtained based on these drawings without creative efforts.

[0027] Figure 1 Shows a schematic three-dimensional structure diagram of the plate transporting and supporting trestle device in some embodiments;

[0028] Figure 2 Shows a perspective structural schematic diagram of a pulley in some embodiments;

[0029] Figure 3 Shows a connection schematic diagram of a base and a vertical support base section in some embodiments;

[0030] Figure 4 Shows a structural schematic diagram of a lateral support assembly in some embodiments;

[0031] Figure 5 Shows another structural schematic diagram of a lateral support assembly in some embodiments;

[0032] Figure 6 Shows a structural schematic diagram of an inclined support assembly in some embodiments;

[0033] Figure 7 Shows Figure 6 An enlarged view of part A in

[0034] Description of main element symbols:

[0035] 10 - Plate transfer support jig device; 100 - Jig body; 110 - Vertical support assembly; 111 - Base; 112 - Vertical support base section; 113 - Vertical support standard section; 114 - Vertical support adjustment section; 120 - Lateral support assembly; 121 - Cross - bar support; 122 - Cross - bar standard section; 123 - Cross - bar connecting piece; 130 - Inclined support assembly; 131 - Inclined tie - rod support; 1311 - Base; 1312 - Support part; 132 - Inclined tie - rod standard section; 133 - Inclined tie - rod connecting piece; 200 - Load - bearing beam; 300 - Pulley; 310 - Wheel body; 320 - Pulley support; 20 - Plate. Detailed implementation manners

[0036] The embodiments of the present application will be described in detail below. The examples of the embodiments are shown in the drawings, where the same or similar reference numerals represent the same or similar elements or elements with the same or similar functions from beginning to end. The embodiments described below with reference to the drawings are exemplary and are only used to explain the present application and should not be construed as a limitation of the present application.

[0037] 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", "axial", "radial", "circumferential", etc. are based on the orientation or positional relationships shown in the drawings. These are only for the convenience of describing the present application 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. Therefore, it should not be construed as a limitation to the present application.

[0038] 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, features defined with "first" and "second" may explicitly or implicitly include one or more of such features. In the description of the present application, the meaning of "a plurality" is two or more, unless otherwise specifically defined.

[0039] In the present application, unless otherwise clearly specified and limited, the terms such as "mounted", "connected", "connected to", "fixed" should be understood in a broad sense. For example, it may be a fixed connection, a detachable connection, or integrated; 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 or the interaction relationship between two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present application can be understood according to specific circumstances.

[0040] In the present application, unless otherwise clearly specified and limited, the first feature being "on" or "under" the second feature may be that the first and second features are in direct contact, or the first and second features are indirectly in contact through an intermediate medium. Moreover, the first feature being "above", "over" and "on top of" the second feature may be that the first feature is directly above or obliquely above the second feature, or merely indicates that the first feature is at a higher horizontal level than the second feature. The first feature being "under", "beneath" and "underneath" the second feature may be that the first feature is directly below or obliquely below the second feature, or merely indicates that the first feature is at a lower horizontal level than the second feature.

[0041] Embodiment

[0042] Please refer to Figure 1 , this embodiment is used to transport the board 20 into a building at a preset height. For example, the building has a total of ten floors, with each floor having a height of 3m. The construction workers plan to transport the board 20 to the second floor slab, that is, the height of the second floor slab, 3.2m, is the above-mentioned preset height.

[0043] This embodiment provides a sheet transfer support scaffold device 10. During the construction process, this sheet transfer support scaffold device 10 is built outside the building as a scaffold that bears the load, resulting in limited conditions for the sheet 20 transfer site.

[0044] The sheet transfer support scaffold device 10 includes a scaffold body 100, load-bearing beams 200, and pulleys 300.

[0045] Multiple load-bearing beams 200 are arranged in an array on the scaffold body 100. In some embodiments, multiple load-bearing beams 200 are arranged at intervals along the sheet transfer direction on the scaffold body 100. The length of the load-bearing beam 200 is short, which is convenient for construction workers to disassemble and assemble. In some other embodiments, multiple load-bearing beams 200 are arranged at intervals along the direction perpendicular to the sheet transfer direction on the scaffold body 100. The length of the load-bearing beam 200 is long, which can expand the load-bearing range and has wide applicability.

[0046] Each load-bearing beam 200 is equipped with multiple pulleys 300. The multiple pulleys 300 form a transfer surface, and the height of the transfer surface matches the preset height of the building.

[0047] Taking the example that multiple load-bearing beams 200 are arranged at intervals along the direction perpendicular to the sheet transfer direction on the scaffold body 100, the multiple pulleys 300 on each load-bearing beam 200 are arranged at intervals along the length direction of the load-bearing beam 200. Taking the multiple pulleys 300 on the same load-bearing beam 200 as a group, there are multiple groups of pulleys 300 in this embodiment.

[0048] Please refer to Figure 1 and Figure 2 , the pulley 300 includes a wheel body 310 and a pulley support 320. The wheel body 310 is installed on the pulley support 320 and rotates relative to the pulley support 320 around a rotation axis. The rotation axis is perpendicular to the sheet transfer direction, and the pulley support 320 is fixed to the load-bearing beam 200 by bolts.

[0049] In this embodiment, it can be set that the axial direction of the rotation axis is perpendicular to the length direction of the load-bearing beam 200. Therefore, the wheel body 310 makes line contact with the bottom surface of the sheet 20, and the sheet 20 is transferred along the length direction of the load-bearing beam 200 to the designated position by the rotation of the wheel body 310. In this way, the load-bearing beam 200 can provide good support force for the sheet 20, preventing the sheet transfer support scaffold device 10 from collapsing due to the excessive mass of the sheet 20.

[0050] Please further refer to Figure 1, the jig body 100 includes a vertical support assembly 110, a horizontal support assembly 120, and an inclined support assembly 130. The inclined support assembly 130 is inclined and supported between two groups of vertical support assemblies 110, and the horizontal support assembly 120 is horizontally supported between two groups of vertical support assemblies 110. The height of the transfer surface is equal to the sum of the height of the vertical support assembly 110, the height of the load-bearing beam 200, and the height of the pulley 300.

[0051] The vertical support assembly 110 includes a base 111, a vertical support base section 112, a vertical support standard section 113, and a vertical support adjustment section 114 that are sequentially connected in the vertical direction. A load-bearing beam 200 is fixedly connected to at least two vertical support adjustment sections 114.

[0052] The base 111 is configured as a square gasket, and the size of the square gasket is larger than the sizes of the components above it. In this way, after the base 111 is placed on the ground and fixedly connected to the ground, the base 111 can provide a stable supporting force for the components above the base 111 and prevent the vertical support assembly 110 from collapsing.

[0053] Please refer to Figure 1 and Figure 3 , the lower end of the vertical support base section 112 is fixedly connected to the base 111 by bolts, and a plurality of threaded holes are reserved on the vertical support base section 112 to facilitate fixing the vertical support standard section 113, the horizontal support assembly 120, and the inclined support assembly 130 described later to the vertical support base section 112.

[0054] The lower end of the vertical support standard section 113 is fixedly connected to the upper end of the vertical support base section 112, and the heights of the vertical support standard sections 113 are equal. The modular selection can be made according to the height requirements.

[0055] Please continue to refer to Figure 1 , the lower end of the vertical support adjustment section 114 is fixedly connected to the vertical support standard section 113, the upper end of the vertical support adjustment section 114 is fixedly connected to the load-bearing beam 200, the height of the vertical support adjustment section 114 is adjustable, or a plurality of vertical support adjustment sections 114 with different heights are configured, and then one of the vertical support adjustment sections 114 is selected for use according to the height requirements.

[0056] In this embodiment, it can be set that the vertical support base section 112, the vertical support standard section 113, and the vertical support adjustment section 114 are all configured as H-shaped steel, and the cross-sectional areas of the vertical support base section 112, the vertical support standard section 113, and the vertical support adjustment section 114 are equal, only slightly different in length, and can meet the requirements for different support heights on site.

[0057] In some embodiments, the number of vertical support standard sections 113 is one.

[0058] In some other embodiments, the number of vertical support standard sections 113 is multiple, and the height of the vertical support adjustment section 114 is lower than that of the vertical support standard section 113. In this embodiment, the number of vertical support standard sections 113 is calculated according to a preset height. After excluding the fixed heights of the base 111, the vertical support base section 112, the load-bearing beam 200, and the pulley 300, the remaining height is supplemented by multiple vertical support standard sections 113 and one vertical support adjustment section 114.

[0059] Please refer to Figure 1 and Figure 4 , the number of the transverse support assemblies 120 is multiple groups. Each group of the transverse support assemblies 120 includes a cross-bar support 121, a cross-bar standard section 122, and a cross-bar connecting member 123. The number of the cross-bar supports 121 is two, and the two cross-bar supports 121 are respectively arranged on two adjacent groups of the vertical support assemblies 110. The number of the cross-bar standard sections 122 is at least two, and the two cross-bar standard sections 122 are respectively connected to the two cross-bar supports 121 in one-to-one correspondence. The cross-bar connecting members 123 are respectively connected to two adjacent cross-bar standard sections 122.

[0060] The cross-bar support 121 is configured as a square gasket, the cross-bar standard section 122 is configured as a screw rod, and the cross-bar connecting member 123 is configured as a tension nut. First, according to the span between two adjacent vertical support assemblies 110, a cross-bar standard section 122 and a cross-bar connecting member 123 with appropriate lengths are selected. Then, the length of the transverse support assembly 120 can be finely adjusted by the tension nut to ensure that the length of the transverse support assembly 120 matches the distance between two adjacent vertical support assemblies 110, thereby improving the stability of the plate transfer support jig device 10.

[0061] The number of the cross-bar standard sections 122 is N, and the number of the cross-bar connecting members 123 is (N - 1), where N≥2.

[0062] One cross-bar connecting member 123 is arranged between two cross-bar standard sections 122, and the cross-bar standard sections 122 are configured at the head and the end of the transverse support assembly 120. It can be understood that the lengths of the cross-bar standard sections 122 can be the same or different.

[0063] Please refer to Figure 4 , exemplarily, the number of the cross-bar standard sections 122 is two, and the number of the cross-bar connecting members 123 is one. One cross-bar standard section 122 at the head is fixedly connected to one of the cross-bar supports 121, and one cross-bar standard section 122 at the end is fixedly connected to the other cross-bar support 121. The cross-bar connecting member 123 is arranged between the two cross-bar standard sections 122.

[0064] Please refer to Figure 5, Exemplarily, the number of crossbar standard sections 122 is 3, the number of crossbar connectors 123 is 2. One crossbar standard section 122 at the head end is fixedly connected to one of the crossbar supports 121, one crossbar standard section 122 at the tail end is fixedly connected to the other crossbar support 121, and one crossbar standard section 122 is arranged between the two crossbar connectors 123.

[0065] Please refer to Figure 1 and Figure 6 , the number of diagonal support assemblies 130 is multiple groups. Each group of diagonal support assemblies 130 includes a diagonal tie rod support 131, a diagonal tie rod standard section 132, and a diagonal tie rod connector 133. The number of diagonal tie rod supports is two, and the two diagonal tie rod supports are respectively arranged on two adjacent vertical support assemblies 110. The number of diagonal tie rod standard sections 132 is at least two, and the two diagonal tie rod standard sections 132 are respectively connected to the two diagonal tie rod supports 131 in a one-to-one correspondence. The diagonal tie rod connectors 133 are respectively connected to two adjacent diagonal tie rod standard sections 132.

[0066] Please refer to Figure 1 and Figure 7 , the diagonal tie rod support 131 is configured as a base 1311 and a support portion 1312.

[0067] The base 1311 is configured as a square gasket, and the base 1311 is fixedly connected to the vertical support assembly 110. Specifically, the base 1311 is fixed at the joint of the vertical support standard section 113 and the vertical support adjustment section 114. In this way, in addition to playing the role of fixing the diagonal tie rod standard section 132, the base 1311 can also fix the vertical support standard section 113 and the vertical support adjustment section 114, further improving the stability of the sheet transfer support jig device 10.

[0068] The support portion 1312 is configured as an arch, and the support portion 1312 is provided with a through hole.

[0069] Please refer to Figure 6 and Figure 7 , one end of the diagonal tie rod standard section 132 is provided with a rotating shaft, and the other end is provided with a thread. The rotating shaft passes through the through hole, so the diagonal tie rod standard section 132 can rotate relative to the support portion 1312.

[0070] The diagonal tie rod connector 133 is configured as a tension nut, and the threaded end of the diagonal tie rod standard section 132 is screwed to the diagonal tie rod connector 133.

[0071] In actual construction, the exposed length of the bolt thread of the diagonal tie rod standard section 132 in the diagonal tie rod connector 133 should be controlled between 2 and 3 threads, ensuring the firmness and reliability of the bolt connection.

[0072] The number of diagonal bracing standard sections 132 is n, and the number of diagonal bracing connectors 133 is (n - 1), where n ≥ 2.

[0073] Similar to the crossbar standard section 122, a diagonal bracing connector 133 is provided between two diagonal bracing standard sections 132, and diagonal bracing standard sections 132 are configured at the head and end of the diagonal bracing assembly 130, which will not be elaborated here.

[0074] Please refer to Figure 1 and Figure 6 Of course, when installing the diagonal bracing assembly 130, first select diagonal bracing standard sections 132 and diagonal bracing connectors 133 of appropriate lengths according to the span of adjacent vertical bracing assemblies 110. Then, the length of the diagonal bracing assembly 130 can be finely adjusted by the tension nuts to ensure that the length of the diagonal bracing assembly 130 matches the spacing between two adjacent vertical bracing assemblies 110, further improving the stability of the sheet transfer support trestle device 10.

[0075] Please refer to Figure 1 、 Figure 4 and Figure 6 For the above-mentioned vertical bracing standard section 113, vertical bracing adjustment section 114, crossbar standard section 122, crossbar connector 123, diagonal bracing standard section 132, and diagonal bracing connector 133, different length modules can be formulated according to construction needs and used in a supporting manner. Therefore, the construction of the sheet transfer support trestle device 10 has the characteristics of modularization, enabling rapid construction and reducing construction waiting time.

[0076] In addition, each component is tightly connected by bolts, and the assembly and disassembly are simple, making the construction and demolition of the sheet transfer support trestle device 10 reversible, improving the turnover of this embodiment. After being used in one place, it can be quickly transferred to the next use place, realizing recycling, effectively avoiding material waste, and saving project costs.

[0077] Please refer to Figure 1 Based on the above content, the sheet transfer method of this embodiment is further described as follows:

[0078] S100. Set the height of the transfer surface according to the preset height of the building. After subtracting the height of the pulley 300 and then subtracting the height of the load-bearing beam 200 from the height of the transfer surface, the height of the trestle body 100 is obtained.

[0079] In this embodiment, it can be set that the preset height value is equal to the height value of the transfer surface. If the construction personnel intend to transport the sheet 20 to the second floor slab, the sheet transfer support trestle device 10 should be erected at a position matching the height of the second floor slab.

[0080] In some other embodiments, the difference between the preset height value and the height value of the transfer surface does not exceed 0.3 m, avoiding excessive height difference during the transportation of the board 20, which may cause the board 20 to be damaged and reducing the transportation difficulty.

[0081] S200. Build the jig body 100 according to the obtained height of the jig body 100.

[0082] S300. Install the load-bearing beam 200 onto the jig body 100.

[0083] S400. Install a plurality of pulleys 300 onto the load-bearing beam 200.

[0084] Through S200 to S400, the board transfer support jig device 10 is installed. The board transfer support jig device 10 can be used as a scaffold for bearing load and stress to be built outside the building, or can be used for the transfer of the board 20.

[0085] S500. Install a lifting device on the building, and the installation height of the lifting device is higher than or equal to the height of the transfer surface.

[0086] The lifting device can be configured as a winch or an electric hoist or other devices with lifting functions.

[0087] S600. Hoist the board 20 onto the pulley 300, and connect the lifting device and the board 20 through a rope.

[0088] Construction workers use equipment such as tower cranes or truck cranes to hoist the board 20 onto the pulley 300. The tower crane or truck crane has a certain safety distance from the board transfer support jig device 10 and the building, is not restricted by the site, and is convenient for hoisting the board 20.

[0089] S700. Start the lifting device, and the lifting device drives the board 20 to slide on the pulley 300 until the board 20 slides to the designated position and then stop the lifting device.

[0090] The lifting device drives the board 20 to move towards the building until the board 20 slides to a position close to the building. In this embodiment, the transfer work of the board 20 is easily realized by using the lifting device, and the lifting device is located on the building, is not restricted by the position of the board transfer support jig device 10, and has a high degree of freedom.

[0091] In addition, the pulley 300 can reduce the pulling force requirement for the lifting device, and the sliding of the board 20 is realized by the rolling of the pulley 300, which has the advantages of time saving and labor saving.

[0092] S800. Remove the rope and move the board 20 into the building.

[0093] Since the preset height value is equal to the height value of the transfer surface, after the sheet 20 slides to the specified position, the sheet 20 can be directly transported onto the floor slab of the corresponding floor without additional hoisting, saving time and effort.

[0094] Through the combined design of the jig body 100, the load-bearing beam 200, and the pulley 300 in this embodiment, a plurality of pulleys 300 form a transfer surface, and the height of the transfer surface is matched with the preset height of the building, so that the sheet 20 is placed on the transfer surface for transfer. This embodiment can transfer sheets 20 with overweight and oversized dimensions, and has the advantages of high efficiency, safety, and strong adaptability.

[0095] In the description of this specification, the description with reference to terms such as "one embodiment", "some embodiments", "example", "specific example", or "some examples" means that the specific features, structures, materials, or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the present application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials, or characteristics described can be combined in a suitable manner in any one or more embodiments or examples. In addition, without contradiction, those skilled in the art can combine and combine the different embodiments or examples described in this specification and the features of different embodiments or examples.

[0096] Although the embodiments of the present application have been shown and described above, it can be understood that the above embodiments are exemplary and should not be construed as limiting the present application. Those of ordinary skill in the art can make changes, modifications, substitutions, and variations to the above embodiments within the scope of the present application.

Claims

1. A plate transport support frame device, used for transporting plates to a building of a preset height, characterized in that: It includes a tire frame body, load-bearing beams and pulleys. A plurality of load-bearing beams are arranged in an array on the tire frame body. Each load-bearing beam is equipped with a plurality of pulleys. The plurality of pulleys form a transfer surface, and the height of the transfer surface matches the preset height of the building.

2. The plate transport support frame device according to claim 1, characterized in that: The tire frame body includes a vertical support assembly, a transverse support assembly and an oblique support assembly. The oblique support assembly is obliquely supported between the two groups of vertical support assemblies, and the transverse support assembly is horizontally supported between the two groups of vertical support assemblies. The height of the transfer surface is equal to the sum of the height of the vertical support assembly, the height of the load-bearing beam and the height of the pulley.

3. The plate transport support frame device according to claim 2, characterized in that: The vertical support assembly comprises a base, a vertical support base section, a vertical support standard section and a vertical support adjustment section which are sequentially connected along the vertical direction, and one load-bearing beam is fixedly connected to at least two of the vertical support adjustment sections.

4. The plate transport support frame device according to claim 3, characterized in that: The number of the vertical support standard sections is multiple, and the height of the vertical support adjustment section is lower than the height of the vertical support standard section.

5. The plate transport support frame device according to any one of claims 2 to 4, characterized in that: There are multiple groups of transverse support assemblies, each group of transverse support assemblies includes a transverse bar support, a transverse bar standard section and a transverse connecting piece. There are two transverse bar supports, and two transverse bar supports are respectively arranged on two adjacent groups of vertical support assemblies. There are at least two transverse bar standard sections, and two transverse bar standard sections are respectively connected to two transverse bar supports in a one-to-one correspondence. The transverse connecting pieces respectively connect two adjacent transverse bar standard sections.

6. The plate transport support frame device according to claim 5, characterized in that: The number of the standard crossbar sections is N, the number of the transverse connectors is (N-1), and N≥2.

7. The plate transport support frame device according to any one of claims 2 to 4, characterized in that: There are multiple groups of diagonal support assemblies, and each group of the diagonal support assemblies includes a diagonal rod support, a diagonal rod standard section and a diagonal rod connecting piece. There are two diagonal rod supports, and two diagonal rod supports are respectively arranged on two adjacent groups of vertical support assemblies. There are at least two diagonal rod standard sections, and the two diagonal rod standard sections are respectively connected to two lower rod supports in a one-to-one correspondence. The diagonal rod connecting pieces are respectively connected to two adjacent diagonal rod standard sections.

8. The plate transport support frame device according to claim 7, characterized in that: The number of the standard sections of the inclined brace is n, the number of the connecting members of the inclined brace is (n-1), and n≥2.

9. The plate transport support frame device according to any one of claims 1 to 4, characterized in that: The pulley comprises a wheel body and a pulley support, the wheel body is mounted on the pulley support and rotates relative to the pulley support around a rotation axis, the rotation axis is perpendicular to the plate transport direction, and the pulley support is fixed on the load-bearing beam.

10. A plate transport method, characterized in that: Based on the plate transport support frame device according to any one of claims 1 to 9, the plate transport method comprises: The height of the transfer surface is set according to the preset height of the building, and the height of the tire frame body is obtained by subtracting the height of the pulley from the height of the transfer surface and then subtracting the height of the load-bearing beam; Building a tire frame body according to the obtained tire frame body height; Installing the load-bearing beam onto the tire frame body; Installing a plurality of said pulleys on said load-bearing beam; Installing a lifting device on the building, and the installation height of the lifting device is higher than or equal to the height of the transfer surface; Lifting the plate onto the pulley, and connecting the lifting device to the plate via a rope; The lifting device is started, and the lifting device drives the plate to slide on the pulley until the plate slides to a specified position and then the lifting device is stopped; Remove the ropes and move the panels into the building.

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