A construction integration platform

Abstract

This application discloses a construction integrated platform, comprising: a platform frame, one side of which is connected to one side of the factory building's outer shell; at least two material-carrying platforms, which are disposed on the side of the platform frame away from the outer shell and are vertically spaced apart. The material-carrying platforms extend from the platform frame away from the outer shell, and in any two material-carrying platforms, the extension length of the platform positioned higher in the vertical direction is less than the extension length of the platform positioned lower in the vertical direction. This application significantly increases the effective stacking area of ​​the construction platform, enabling timely and localized material supply, improving factory construction efficiency, and providing a safer working environment.

Description

Technical Field

[0001] This application relates to the field of construction equipment technology, specifically to a construction integration platform. Background Technology

[0002] Factory buildings typically consist of an outer shell and an inner shell, separated by partitions. For factory construction, construction machinery and other mechanical equipment are generally used to transport materials. Due to the limitations of the construction machinery in transporting materials, materials are usually only piled on top of the construction platform. The construction machinery then transports the materials vertically to the material storage area on top of the construction platform. The effective storage area of ​​the construction platform is relatively small, which leads to the inability to supply materials in a timely manner, resulting in low construction efficiency of the factory building. Summary of the Invention

[0003] This application provides a construction integration platform that can improve the construction efficiency of factory buildings.

[0004] Firstly, the construction integration platform provided in this application is used for construction workshops, and the construction integration platform includes:

[0005] A platform frame, one side of which is used to connect to one side of the factory building's outer shell;

[0006] At least two loading platforms are provided on the side of the platform frame away from the outer shell. The at least two loading platforms are spaced apart in the vertical direction. The loading platforms extend along the direction of the platform frame away from the outer shell. Among any two loading platforms, the loading platform with the higher position in the vertical direction has a smaller extension length than the loading platform with the lower position in the vertical direction.

[0007] Optionally, the construction integration platform includes a support frame, an inner hanging frame, and an outer hanging frame. The support frame is located on the side of the platform upright away from the material loading platform, and the support frame and the platform upright form an enclosing part. One end of the inner hanging frame is connected to the support frame, and the inner hanging frame and the platform upright form a receiving part.

[0008] Optionally, the inner rack includes multiple rack layers connected sequentially in the vertical direction. Each rack layer includes a horizontal plate and multiple vertical connectors disposed on the edge of the horizontal plate. The multiple vertical connectors are spaced apart along the extension direction of the horizontal plate. The vertical connectors connect the horizontal plates of two adjacent rack layers. The vertical connector on the rack layer with the highest position in the vertical direction is connected to the bottom of the support frame.

[0009] Optionally, in the plurality of hanging rack layers, the distance between two adjacent vertical connectors of the hanging rack layer that is higher than the lowest loading platform in the vertical direction is greater than the distance between two vertical connectors of the hanging rack layer that is lower than the lowest loading platform in the vertical direction.

[0010] Optionally, the weight of the hanger layer that is higher than the lowest position of the loading platform in the vertical direction is greater than the weight of the hanger layer that is lower than the lowest position of the loading platform in the vertical direction.

[0011] Optionally, the platform frame includes a plurality of supporting columns erected along the vertical direction and a horizontal platform between two adjacent supporting columns. The horizontal platform is located on one side of the material loading platform. Construction equipment is provided at the top of the supporting columns for conveying materials. The external frame is located below the horizontal platform.

[0012] Optionally, the support frame includes two cantilever arms and a first crossbeam. One end of each of the two cantilever arms is connected to two adjacent support columns, and the other end of each of the two cantilever arms is connected to both ends of the first crossbeam. One end of the inner hanging frame is connected to the first crossbeam.

[0013] Optionally, the first crossbeam is positioned higher than any of the material-carrying platforms in the vertical direction.

[0014] Optionally, a modular extended loading platform is suspended from the lower part of the loading platform.

[0015] Optionally, the construction integration platform includes a support power system, which is slidably connected to one side of the outer shell. The support power system is connected to the support column, and the support power system drives the support power system to slide along the outer shell to raise and lower the platform frame.

[0016] Optionally, the horizontal platform includes a bottom support, a top support, and a plurality of first uprights between the bottom support and the top support.

[0017] Optionally, the plurality of first uprights include a row of first uprights close to the loading platform and a row of first uprights away from the loading platform, with the two rows of first uprights arranged at equal intervals.

[0018] Optionally, the plurality of first uprights are arranged in two rows, and a second diagonal brace is provided between two adjacent first uprights in the row of first uprights closest to the loading platform.

[0019] Optionally, the loading platform includes a loading support and a plurality of third inclined rods. One side edge of the loading support is connected to the top support, the higher end of the third inclined rod is connected to the other side edge of the loading support, and the lower end of the third inclined rod is connected to the bottom support.

[0020] Optionally, the modular extended loading platform includes an extended support member and a row of third uprights. One side edge of the extended support member is connected to one side edge of the bottom support member, the top end of the third upright is connected to the loading support member, and the bottom end of the third upright is connected to the extended support member.

[0021] Optionally, the bottom support includes a bottom frame and a bottom support plate disposed within the bottom frame, and the top support includes a top frame and a top support plate disposed within the top frame.

[0022] In this application, compared to related technologies, the construction integrated platform includes: a platform frame, one side of which is connected to one side of the factory building's outer shell; at least two material-carrying platforms, located on the side of the platform frame away from the outer shell, spaced apart vertically, extending from the platform frame away from the outer shell, wherein the extension length of the higher vertically positioned platform is less than the extension length of the lower vertically positioned platform. This application provides multiple material-carrying platforms arranged sequentially in the vertical direction on one side of the platform frame. These platforms are used to carry materials required for construction. Because the extension length of the higher platform is less than that of the lower vertically positioned platform, the transported materials can be delivered vertically to material-carrying platforms of different heights. Due to the increased number of material-carrying platforms, the effective stacking area of ​​the construction platform is significantly increased, materials can be supplied promptly and locally, improving the construction efficiency of the factory building and providing a safer working environment. Attached Figure Description

[0023] To more clearly illustrate the technical solutions in the embodiments of this application, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings described below are only some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0024] Figure 1 This is a schematic diagram of the overall structure of an embodiment of the construction integration platform provided in this application.

[0025] Figure 2 This is a structural diagram of the construction integration platform provided in this application embodiment when it is erected in a factory under construction;

[0026] Figure 3 This is a partial structural schematic diagram of an embodiment of the construction integration platform provided in this application;

[0027] Figure 4 This is a schematic diagram of the construction integration platform provided in this application, with the inner and outer hanging frames removed.

[0028] Figure 5 This is a schematic diagram of the internal hanging frame structure in one embodiment of the construction integration platform provided in this application.

[0029] Figure 6 This is a cross-sectional structural diagram of the construction integration platform provided in this application, which is installed in a factory under construction, cut from the supporting column.

[0030] Figure 7 This is a schematic cross-sectional view of the construction integration platform provided in this application, when it is erected in a factory under construction, cut between two supporting columns.

[0031] Figure 8 This is a schematic diagram of the structure between two supporting columns in the construction integration platform provided in this application embodiment;

[0032] Figure 9 yes Figure 1 Schematic diagram of the structure of region A in the middle;

[0033] Figure 10 This is a schematic diagram of the modular extended material loading platform in the construction integration platform provided in this application embodiment;

[0034] Figure 11 This is a schematic diagram of the structure of each module in the construction integration platform provided in the embodiments of this application. Detailed Implementation

[0035] It should be noted that the principles of this application are illustrated by example in a suitable computing environment. The following description is based on the specific embodiments of this application that are illustrated, and should not be regarded as limiting other specific embodiments not detailed herein.

[0036] In the following description of this application, "some embodiments" are referred to, which describe a subset of all possible embodiments. However, it is understood that "some embodiments" may be the same subset or different subset of all possible embodiments, and may be combined with each other without conflict.

[0037] In the following description of this application, the terms "first, second, third" are used merely to distinguish similar objects and do not represent a specific ordering of objects. It is understood that "first, second, third" may be interchanged in a specific order or sequence where permitted, so that the embodiments of this application described herein can be implemented in an order other than that illustrated or described herein.

[0038] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. The terminology used herein is for the purpose of describing embodiments of this application only and is not intended to limit this application.

[0039] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. Based on the embodiments of this application, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this application.

[0040] Please refer to Figures 1-11 The construction integration platform 10 is used for constructing a factory building, which includes an outer shell 182 and an inner shell 181 spaced apart. The inner shell 181 has buttress columns 191 on the side facing the outer shell 182. The construction integration platform 10 provided in this application is used for constructing the spaced-apart outer shell 182 and inner shell 181. The spaced-apart outer shell 182 and inner shell 181 are circular outer and inner shells of the factory building. The outer shell 182 and inner shell 181 can be made of reinforced concrete.

[0041] The construction integrated platform 10 includes a platform frame 11, at least two material-carrying platforms, a support frame 113, an inner hanging frame 14, and an outer hanging frame 184. One side of the platform frame 11 is used to connect to one side of the outer shell 182 of the plant. Specifically, one side of the platform frame 11 is used to connect to the side of the outer shell 182 of the plant away from the inner shell 181. The platform frame 11 is used for stacking materials. The material-carrying platforms are located on one side of the platform frame 11. At least two material-carrying platforms are located on the side of the platform frame 11 away from the outer shell 182, and the at least two material-carrying platforms are spaced apart in the vertical direction. The at least two material-carrying platforms extend along the direction of the platform frame 11 away from the outer shell 182, and among any two material-carrying platforms, the extension length of the material-carrying platform with a higher position in the vertical direction is less than the extension length of the material-carrying platform with a lower position in the vertical direction.

[0042] Because the two loading platforms extend to different lengths, the loading platform at the higher position in the vertical direction extends to a shorter length than the loading platform at the lower position in the vertical direction. Therefore, materials can be directly and vertically transported to loading platforms of different heights, allowing for operations at different heights of the outer shell 182, thereby improving the construction efficiency of the factory.

[0043] In this embodiment, the construction integrated platform 10 includes a support frame 113 and an inner hanging frame 14. The support frame 113 is disposed on the side of the platform upright 11 away from the material loading platform, and the support frame 113 and the platform upright 11 enclose each other to form an enclosure. One end of the inner hanging frame 14 is connected to the support frame 113, and the inner hanging frame 14 and the platform upright 11 enclose each other to form a receiving portion. When one side of the platform upright 11 is close to the side of the outer shell 182 away from the inner shell 181, the receiving portion is used to receive the outer shell 182, and the inner hanging frame 14 is located between the outer shell 182 and the inner shell 181.

[0044] By forming an enclosure by the support frame 113 and the platform frame 11, materials can be directly transported from the enclosure to the outer shell 182 of the factory building, thereby accelerating the construction progress of the outer shell 182 and improving the construction efficiency of the factory building.

[0045] In this embodiment, the inner hanging rack 14 includes multiple hanging rack layers 141 connected sequentially in the vertical direction. Each hanging rack layer 141 includes a horizontal plate 142 and multiple vertical connectors 143 disposed along the edge of the horizontal plate 142. The multiple vertical connectors 143 are spaced apart along the extending direction of the horizontal plate 142. Each vertical connector 143 can be two vertical connecting rods. The two vertical connecting rods of the vertical connector 143 are respectively connected to both sides of the horizontal plate 142, which allows passage for people.

[0046] In this embodiment, at least two material-carrying platforms are arranged at intervals in the vertical direction. Multiple vertical connectors 143 are arranged at intervals along the extension direction of the horizontal plate 142. The vertical connectors 143 connect the horizontal plates 142 of two adjacent hanging layers 141. The vertical connector 143 on the highest hanging layer 141 in the vertical direction is connected to the bottom of the support frame 113. By using the multiple vertical connectors 143 arranged at intervals along the extension direction of the horizontal plate 142, materials can be transferred through the gaps between the vertical connectors 143, thereby transferring materials between the outer shell 182 and the inner shell 181, which can improve the construction efficiency of the factory building.

[0047] In this embodiment, among the multiple hanging rack layers 141, the distance between two adjacent vertical connectors 143 of the hanging rack layer 141 that is vertically higher than the lowest loading platform is greater than the distance between two vertical connectors 143 of the hanging rack layer 141 that is vertically lower than the lowest loading platform. Since materials are mainly transferred between the outer shell 182 and the inner shell 181 via the loading platform, reducing the distance between two adjacent vertical connectors 143 of the hanging rack layer 141 above the lowest loading platform facilitates the transfer of materials from the hanging rack layer 141 and improves the construction efficiency of the factory.

[0048] In this embodiment, the weight of the hanging layer 141, which is vertically higher than the lowest loading platform, is greater than the weight of the hanging layer 141, which is vertically lower than the lowest loading platform. Since materials are mainly transferred between the outer shell 182 and the inner shell 181 via the loading platform, increasing the weight of the hanging layer 141 above the lowest loading platform can prevent damage to the hanging layer 141 when materials are transferred from it. At the same time, since the distance between two adjacent vertical connectors 143 of the hanging layer 141 above the lowest loading platform is reduced, increasing the weight of the hanging layer 141 above the lowest loading platform can overcome the side effect of reduced structural strength caused by reducing the distance between the two vertical connectors 143, thus improving safety.

[0049] For example, the material of the hanging layer 141 that is higher than the lowest loading platform in the vertical direction is steel, and the material of the hanging layer 141 that is lower than the lowest loading platform in the vertical direction is aluminum alloy.

[0050] Furthermore, the weight of the vertical connector 143 of the hanger layer 141, which is higher than the lowest loading platform in the vertical direction, is greater than the weight of the vertical connector 143 of the hanger layer 141, which is lower than the lowest loading platform in the vertical direction.

[0051] In this embodiment, the platform frame 11 includes multiple vertically erected support columns 111 and a horizontal platform 112 between two adjacent support columns 111. The horizontal platform 112 is located on one side of the material loading platform. The material loading platform extends from one side of the horizontal platform 112, and an external bracket 184 is disposed below the horizontal platform 112. A construction implement 185 is provided at the top of the support columns 111, which is used for conveying materials. The construction implement 185 can be a crane, a concrete placing boom, a robotic arm, etc.

[0052] In this embodiment of the application, the support frame 113 includes two cantilever arms 1131 and a first crossbeam 1133. One end of the two cantilever arms 1131 is connected to two adjacent support columns 111 respectively, and the other end of the two cantilever arms 1131 is connected to both ends of the first crossbeam 1133 respectively. One end of the inner hanging frame 14 is connected to the first crossbeam 1133 and the cantilever arms 1131.

[0053] In this embodiment, the first crossbeam 1133 is positioned higher than any material loading platform in the vertical direction.

[0054] In this embodiment, a modular extended loading platform 129 is suspended from the lower part of the loading platform. There can be multiple modular extended loading platforms 129.

[0055] In this embodiment, the construction integration platform 10 includes a support power system 183, which is slidably connected to one side of the outer shell 182. Specifically, the support power system 183 is slidably connected to the side of the outer shell 182 away from the inner shell 181. The support power system 183 is connected to the support column 111, and the support power system 183 drives the platform frame 111 to slide along the outer shell 182.

[0056] In this embodiment, among two adjacent loading platforms, a plurality of connecting components 163 extend from one edge of the loading platform at a higher vertical position. One end of the connecting component 163 is connected to the side of the loading platform at a lower vertical position via a vertical rod 161. The vertical rod 161 extends vertically, and the plurality of connecting components 163 are spaced apart. The connecting component 163 can be a plate or a horizontal connecting steel beam extending from the supporting column 111, depending on the specific circumstances. This application does not limit this.

[0057] In this embodiment, one end of the connecting component 163 is connected to the support column 111 via a first inclined rod 162, and the first inclined rod 162 is located above the connecting component 163.

[0058] In this embodiment, there can be two loading platforms: a first loading platform 12 at a higher position and a second loading platform 13 at a lower position. The inner rack 14 has five rack layers 141, consisting of three higher rack layers 141 and two lower rack layers 141. The three higher rack layers 141 are made of steel, and the two lower rack layers 141 are made of aluminum alloy. In other embodiments, the number of loading platforms can be two, three, or more, depending on the specific circumstances. The number of rack layers 141 in the inner rack 14 can also be determined based on the specific circumstances.

[0059] In this embodiment, multiple supporting columns 111 form a ring to enclose the outer shell 182. The horizontal platform 112 extends along an arc.

[0060] In this embodiment, the construction integration platform 10 includes multiple first crossbeams 1133 and second crossbeams 1143. One side of the platform frame 11 is used to connect to the side of the outer shell 182 away from the inner shell 181. The platform frame 11 is erected vertically and includes multiple supporting columns 111 erected vertically. The multiple supporting columns 111 are arranged sequentially to form the platform frame 11. The top of the supporting columns 111 extends to one side and is provided with a cantilever arm 1131. The two ends of the first crossbeam 1133 are respectively connected to two adjacent cantilever arms 1131. The two ends of the second crossbeam 1143 are respectively connected to two adjacent cantilever arms 1131. One first crossbeam 1133 or one second crossbeam 1143 is connected between two adjacent cantilever arms 1131. The second crossbeam 1143 is positioned higher than the first crossbeam 1133 in the vertical direction.

[0061] Because the inner shell protrudes from the outer surface of the inner shell at the buttress 191, it interferes with the inner bracket and the buttress, raising the second horizontal frame 1143 of the buttress 191. The net height of the second horizontal frame 1143 to the top surface of the inner bracket 14 is higher than the height of one structural layer of the inner shell, and does not interfere with the installation of the buttress anchor block.

[0062] In this embodiment of the application, the construction integration platform 10 includes an inclined connecting frame 1142, which connects the second horizontal frame 1143 and the cantilever arm 1131. The higher end of the inclined connecting frame 1142 is connected to one end of the second horizontal frame 1143, and the lower end of the inclined connecting frame 1142 is connected to one side of the cantilever arm 1131.

[0063] In this embodiment of the application, the bottom surface of the second crossbeam 1143 is flush with the top surface of the cantilever arm 1131.

[0064] In this embodiment, the top surfaces of the multiple first crossbeams 1133 are at the same height, and the top surface height of the first crossbeams 1133 is lower than the bottom surface height of the second crossbeams 1143.

[0065] In this embodiment of the application, the construction integration platform 10 includes a trapezoidal connecting frame 1132, which connects the second horizontal frame 1143 and the cantilever arm 1131. The smaller upper surface of the trapezoidal connecting frame 1132 is connected to one end of the second horizontal frame 1143, and the larger lower surface of the trapezoidal connecting frame 1132 is connected to one side of the cantilever arm 1131.

[0066] In this embodiment of the application, the first crossbeam 1133 and the second crossbeam 1143 are steel trusses.

[0067] In this embodiment of the application, there are two second crossbars 1143, and the two second crossbars 1143 are arranged symmetrically.

[0068] In this embodiment of the application, the platform frame 11 includes a horizontal platform 112 located between two adjacent support columns 111. There can be multiple horizontal platforms 112 between two adjacent support columns 111, and the multiple horizontal platforms 112 are arranged at intervals between the two adjacent support columns 111 along the vertical direction.

[0069] In this embodiment, the cantilever arm 1131 is a trapezoidal steel truss. The larger lower bottom surface of the cantilever arm 1131 is connected to one side of the supporting column 111, and the smaller upper bottom surface of the cantilever arm 1131 extends out. The inclined connecting frame 1142 and the trapezoidal connecting frame 1132 are respectively connected to the extended end of the cantilever arm 1131.

[0070] In this embodiment, multiple supporting columns 111 are sequentially arranged to form a circular platform frame 11, and the second crossbeam 1143 extends along the arc.

[0071] like Figure 6 As shown, the materials transported by the construction equipment 185 of this application can be directly transported vertically to the inner shell 181 and the outer shell 182, and then transported to the inner hanging frame 14 through the enclosure formed by the support frame 113 and the platform upright 11. Alternatively, they can be directly transported vertically to the first loading platform 12 at different heights and the lower-positioned second loading platform 13. This ensures timely material supply and improves the construction efficiency of the plant.

[0072] like Figure 10 As shown in the embodiment of this application, the horizontal platform 112 includes a bottom support 1121, a top support 1122, and a plurality of first uprights 1123 between the bottom support 1121 and the top support 1122.

[0073] In this embodiment, the plurality of first uprights 1123 include a row of first uprights 1123 close to the loading platform and a row of first uprights 1123 away from the loading platform, with both rows of first uprights 1123 arranged at equal intervals. A modular extended loading platform 129 may be provided on one side of both the first loading platform 12 and the second loading platform 13, or it may be provided only on one side of either the first loading platform 12 or the second loading platform 13.

[0074] Specifically, the plurality of first uprights 1123 may include a row of first uprights 1123 close to the second loading platform 13 and a row of first uprights 1123 away from the second loading platform 13.

[0075] In this embodiment, multiple first uprights 1123 are arranged in two rows. A second diagonal brace 1124 is provided between adjacent first uprights 1123 in the row closer to the loading platform. Specifically, the multiple first uprights 1123 are arranged in two rows. A second diagonal brace 1124 is provided between adjacent first uprights 1123 in the row closer to the second loading platform 13. The second diagonal brace 1124 between adjacent first uprights 1123 in the row closer to the second loading platform 13 strengthens the horizontal platform 112. The row of first uprights 1123 further away from the second loading platform 13, closer to the outer casing 182, does not have a second diagonal brace 1124 between adjacent first uprights 1123. The bottom support 1121 can be used for loading materials or as a passageway, facilitating the passage of materials or people between adjacent first uprights 1123 into the outer casing 182.

[0076] In this embodiment, the loading platform includes a loading support 131 and a plurality of third inclined rods 132. One side edge of the loading support 131 is connected to the top support 1122, the higher end of the third inclined rod 132 is connected to the other side edge of the loading support 131, and the lower end of the third inclined rod 132 is connected to the bottom support 1121. Specifically, the second loading platform 13 includes a loading support 131 and a plurality of third inclined rods 132.

[0077] In this embodiment, the modular extended loading platform 129 includes an extended support member 131 and a row of third uprights 1292. One side edge of the extended support member 131 is connected to one side edge of the bottom support member 1121, the top end of the third uprights 1292 is connected to the loading support member 131, and the bottom end of the third uprights 1292 is connected to the extended support member 131.

[0078] In this embodiment, the bottom support 1121 includes a bottom frame and a bottom support plate disposed within the bottom frame, and the top support 1122 includes a top frame and a top support plate disposed within the top frame. The material-carrying support 131 may include a material-carrying frame and a material-carrying support plate disposed within the material-carrying frame.

[0079] like Figure 11 As shown, for ease of transportation, the construction integration platform 10 consists of an integrally formed first module 151, an integrally formed second module 152, an integrally formed third module 153, and an integrally formed first crossbeam 1133. The construction integration platform 10 is assembled from multiple first modules 151, multiple second modules 152, multiple third modules 153, and multiple first crossbeams 1133. In other embodiments, modular design can be flexibly used according to specific circumstances, and this application does not limit this.

[0080] Compared to related technologies, the construction integrated platform is used for construction plants. The plant includes an inner shell and an outer shell spaced apart. The construction integrated platform includes: a platform frame, one side of which is connected to one side of the plant's outer shell; at least two material-carrying platforms, located on the side of the platform frame away from the outer shell, spaced apart vertically. The material-carrying platforms extend along the platform frame away from the outer shell, and in any two material-carrying platforms, the extension length of the higher vertically positioned platform is less than the extension length of the lower vertically positioned platform. This application provides multiple material-carrying platforms arranged sequentially in the vertical direction on one side of the platform frame. These platforms are used to carry the materials required for construction. Because the extension length of the higher vertically positioned platform is less than the extension length of the lower vertically positioned platform, the transported materials can be delivered vertically to material-carrying platforms at different heights. Due to the increased number of material-carrying platforms, the effective stacking area of ​​the construction platform is significantly increased, materials can be supplied in a timely manner, and the construction efficiency of the plant can be improved.

[0081] In this embodiment, the support frame 113 and the inner hanging frame 14 are disposed on both sides of the platform upright 11. This achieves counter-tensioning of internal and external loads, balances the overall stress on the structure, and improves structural efficiency.

[0082] The platform frame 11 and multiple material loading platforms not only fulfill the function of existing platforms as hanging points and installation points for other systems, but also provide a construction work surface, providing ample work surface for shell reinforcement binding and formwork operations.

[0083] The inner ring double-plane truss replaces the existing inner ring platform of the integrated platform and is used as the lifting point for the inner hanging machine system and the formwork system, opening up a new channel for the hoisting and transportation of materials in the inner ring and solving a major defect of the existing integrated platform solution.

[0084] The lower loading platform protrudes from the upper platform, and the upper and lower platforms are connected in a circumferential direction without any other systems or room divisions, realizing efficient utilization of material stacking and working space.

[0085] The lower loading platform protrudes from the lower loading platform, which meets the requirements for the supply and stacking of steel bars for the lower plane truss, which is the main area used for the outer shell steel bar binding operation, and fully relieves the pressure of the existing platform using the outer shell working surface as a temporary stacking area for steel bars.

[0086] The inner shell protrudes from the outer surface of the inner shell at the buttress column, interfering with the inner bracket and the buttress column. To address this, the second horizontal bracket 1143 of the buttress column 191 is raised. The net height from the second horizontal bracket 1143 to the top surface of the inner bracket 14 is higher than the height of one structural layer of the inner shell, thus not interfering with the installation of the buttress column anchor block.

[0087] The above provides a detailed description of the construction integration platform provided in this application. Specific examples have been used to illustrate the principles and implementation methods of this application. The description of the above embodiments is only for the purpose of helping to understand the method and core ideas of this application. At the same time, for those skilled in the art, there will be changes in the specific implementation methods and application scope based on the ideas of this application. Therefore, the content of this specification should not be construed as a limitation of this application.

Claims

1. A construction integration platform, characterized in that, The construction integration platform includes: A platform frame, one side of which is used to connect to one side of the factory building's outer shell; At least two material-carrying platforms are provided, located on the side of the platform frame away from the outer shell. These platforms are spaced apart vertically and extend from the platform frame away from the outer shell. Of any two material-carrying platforms, the platform at the higher position in the vertical direction has a shorter extension length than the platform at the lower position. The construction integration platform includes a support frame, an inner hanging frame, and an outer hanging frame. The support frame is located on the side of the platform frame away from the material-carrying platforms, and the support frame and the platform frame enclose each other to form an enclosure. One end of the inner hanging frame is connected to the support frame, and the inner hanging frame and the platform frame enclose each other to form a recess. The inner hanging frame includes multiple hanging layers connected sequentially in the vertical direction. Each hanging layer includes a horizontal plate and multiple vertical connectors disposed on the edge of the horizontal plate. The multiple vertical connectors are spaced apart along the extension direction of the horizontal plate. The vertical connectors connect the horizontal plates of two adjacent hanging layers. The vertical connector on the hanging layer with the highest position in the vertical direction is connected to the bottom of the support frame. The platform frame includes multiple support columns erected in the vertical direction and a horizontal platform between two adjacent support columns. The horizontal platform is located on one side of the material loading platform. Construction tools are provided at the top of the support columns for conveying materials. The outer hanging frame is disposed below the horizontal platform.

2. The construction integration platform according to claim 1, characterized in that, In the plurality of hanging rack layers, the distance between two adjacent vertical connectors of the hanging rack layer that is higher than the lowest loading platform in the vertical direction is greater than the distance between two vertical connectors of the hanging rack layer that is lower than the lowest loading platform in the vertical direction.

3. The construction integration platform according to claim 2, characterized in that, The weight of the hanger layer that is higher than the lowest position of the loading platform in the vertical direction is greater than the weight of the hanger layer that is lower than the lowest position of the loading platform in the vertical direction.

4. The construction integration platform according to claim 3, characterized in that, The support frame includes two cantilever arms and a first crossbeam. One end of each of the two cantilever arms is connected to two adjacent support columns, and the other end of each of the two cantilever arms is connected to both ends of the first crossbeam. One end of the inner hanging frame is connected to the first crossbeam.

5. The construction integration platform according to claim 4, characterized in that, The first crossbeam is positioned higher than any of the material-carrying platforms in the vertical direction.

6. The construction integration platform according to claim 5, characterized in that, The lower part of the loading platform is equipped with a modular extended loading platform.

7. The construction integration platform according to claim 6, characterized in that, The construction integration platform includes a support power system, which is slidably connected to one side of the outer shell. The support power system is connected to the support column and drives the support power system to slide along the outer shell to raise and lower the platform frame.

8. The construction integration platform according to claim 6, characterized in that, The horizontal platform includes a bottom support, a top support, and a plurality of first uprights between the bottom support and the top support.

9. The construction integration platform according to claim 8, characterized in that, The plurality of first uprights include a row of first uprights close to the loading platform and a row of first uprights away from the loading platform, with the two rows of first uprights arranged at equal intervals.

10. The construction integration platform according to claim 9, characterized in that, The first uprights are arranged in two rows, and a second diagonal brace is provided between two adjacent first uprights in the row of first uprights closest to the loading platform.

11. The construction integration platform according to claim 9, characterized in that, The loading platform includes a loading support and a plurality of third inclined rods. One side edge of the loading support is connected to the top support, the higher end of the third inclined rod is connected to the other side edge of the loading support, and the lower end of the third inclined rod is connected to the bottom support.

12. The construction integration platform according to claim 9, characterized in that, The modular extended loading platform includes an extended support and a row of third uprights. One side edge of the extended support is connected to one side edge of the bottom support. The top end of the third upright is connected to the loading support, and the bottom end of the third upright is connected to the extended support.

13. The construction integration platform according to claim 9, characterized in that, The bottom support includes a bottom frame and a bottom support plate disposed within the bottom frame, and the top support includes a top frame and a top support plate disposed within the top frame.

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