Shelving type fixed stacking platform
By designing a shelved fixed material stacking platform in the construction of high-rise office buildings, the problem of material stacking difficulties caused by the narrow core cylinder area is solved, and the stable stacking of materials and construction efficiency is improved.
Patent Information
- Application Number
- CN202422116132.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-29
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2034-08-29
AI Technical Summary
In the construction of high-rise office buildings, the floor area of the core tube is small and the tower crane boom cannot be extended, resulting in the inability to temporarily stack building materials in areas outside the core tube, affecting the convenience of construction.
A shelved fixed stacking platform is designed, including a support assembly, a limit assembly and a connecting assembly. The support assembly is stably installed on the top of the steel beam frame outside the core cylinder through the connecting assembly, and the temporary storage and stable stacking of building materials are achieved using the support assembly and a limit assembly.
It improves the convenience of stacking building materials on different floors and enhances the stability and installation efficiency of materials on the supporting components.
Smart Images
Figure CN223151677U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of building construction, and in particular to a suspended fixed material storage platform. Background Art
[0002] Currently, in the construction projects of high-rise office buildings and other buildings, tower cranes are required to hoist building materials (such as steel bars, steel pipes, formworks, etc.) on each floor during the construction process. Since a location is needed to receive and temporarily store the building materials hoisted by the tower crane, a material storage platform needs to be set up.
[0003] However, in the existing construction projects of high-rise office buildings and other buildings, due to the relatively narrow working surface on the floor of the core tube area and the inconvenience of the tower crane boom to reach in for loading and unloading building materials, it is not suitable to set up a material storage platform here. And the area outside the core tube is generally a steel pipe concrete column and steel beam structure. Since the floor slab on the steel beam has not been laid at the initial stage of the construction of each floor, it is also impossible to temporarily store building materials in the area outside the core tube, resulting in the inconvenience of stacking and using building materials on different floors during the construction of high-rise office buildings and other buildings. Utility Model Content
[0004] In order to effectively improve the convenience of stacking and using building materials on different floors during the construction of existing high-rise office buildings and other buildings, the present application provides a suspended fixed material storage platform.
[0005] The suspended fixed material storage platform provided by the present application adopts the following technical solutions:
[0006] A suspended fixed material storage platform includes: a supporting component, a limiting component and a connecting component. The limiting component is arranged on the periphery of the supporting component, and the connecting component is used to connect the supporting component with the steel beam frame outside the core tube;
[0007] The supporting component includes: a first supporting member and a second supporting member. The first supporting member is arranged on the steel beam frame through the connecting component and is connected with the limiting component. The second supporting member is arranged on the first supporting member to facilitate the stacking of multiple building materials with different sizes through the second supporting member.
[0008] By adopting the above technical solutions, the supporting component can be stably installed on the top of the steel beam frame outside the core tube through the connecting component, and the building materials on each floor can be temporarily stored and stacked through the supporting component. And through the setting of the limiting component, the building materials stacked on the supporting component can be effectively limited, better improving the placement stability of the building materials on the supporting component;
[0009] In addition, compared with the existing method of hoisting and placing building materials during the construction of high-rise office buildings and other buildings, the present application can facilitate the pre-stacking of building materials on the support structure composed of the first support member and the second support member during the construction of each floor by providing the first support member and the second support member on the steel beam frame of the corresponding floor. Thus, it can effectively improve the convenience of stacking and using building materials on different floors during the construction of high-rise office buildings and other buildings, achieving the purpose of improving the construction efficiency of high-rise office buildings and other buildings.
[0010] Optionally, the limiting component includes: a mounting member and a blocking member. A plurality of the mounting members are provided, and all of the plurality of mounting members are arranged on the top of the first support member, and the blocking member is arranged between two adjacent mounting members.
[0011] By adopting the above technical solution, the plurality of mounting members can be stably connected to the top of the first support member, and the positions of the plurality of blocking members can be restricted by the arrangement of the plurality of mounting members. Thus, the purpose of limiting the building materials placed on the supporting component can be achieved by the plurality of blocking members, and further effectively improves the practicability of the stacking platform of the present application.
[0012] Optionally, the connecting component includes: a butting member and a positioning member. The butting member is arranged at the bottom of the first support member and abuts against the top of the steel beam frame, and the positioning member is arranged at the bottom of the butting member and abuts against the side wall of the steel beam frame.
[0013] By adopting the above technical solution, the butting member can connect the bottom of the first support member to the top of the steel beam frame, and the stability of the stacking platform of the present application when installed and placed on the steel beam frame can be further improved by the tightening action of the positioning member against the steel beam frame. At the same time, the positioning member can also facilitate the docking speed between the corresponding position at the bottom of the first support member and the steel beam frame when installing the stacking platform, achieving the purpose of improving the installation efficiency of the stacking platform of the present application on the steel beam frame.
[0014] Optionally, the first support member includes: a first support rod and a second support rod. The first support rod is arranged on the periphery of the second support rod, and a plurality of the second support rods are evenly arranged and used for supporting the second support member.
[0015] By adopting the above technical solution, the first support rod can connect and position the periphery of the plurality of second support rods, and can support and limit the whole limiting component through the first support rod. And the arrangement of the plurality of second support rods can play a role in supporting and bearing the whole second support member, thus effectively improving the stability of the second support member when bearing building materials.
[0016] Optionally, the connection component further includes: an adjusting member, and the abutting member is rotatably connected to the bottom of the first support member through the adjusting member, so as to adjust the placement angle of the positioning member through the adjusting member.
[0017] By adopting the above technical solution, the abutting member can rotate under the action of the adjusting member to adjust the overall placement angle of the abutting member and the positioning member, so that the positioning member can better adapt to the abutting and limiting of steel beam frames with different placement angles.
[0018] Optionally, the adjusting member includes: an adjustment disk and an extension block. The adjustment disk is rotatably connected to the bottom of the first support member, and the extension block is arranged at the bottom of the adjustment disk and connected to the abutting member.
[0019] By adopting the above technical solution, the adjustment disk can rotate at the bottom of the first support member, and can drive the lower abutting member to rotate through the extension block, so as to facilitate the connection and positioning between the first support member of the present application and steel beam frames with different placement angles, and further improve the installation efficiency of the stacking platform of the present application on the steel beam frame.
[0020] Optionally, the connection component further includes: a bottom support member, and the bottom support member is arranged at the bottom of the abutting member and abuts against the top of the steel beam frame.
[0021] By adopting the above technical solution, the bottom support member can effectively increase the contact area between the abutting member and the steel beam frame, so as to better enhance the support stability of the connection component of the present application to the support component.
[0022] Optionally, a plurality of the abutting members are provided, and the plurality of abutting members are all arranged at the bottom of the first support member and abut against the steel beam frame.
[0023] By adopting the above technical solution, the bottom of the first support member can be tightened against the steel beam frame through a plurality of abutting members, so as to effectively improve the stability of the stacking platform of the present application when carrying and placing building materials on the steel beam frame.
[0024] In summary, the present application includes at least one of the following beneficial technical effects:
[0025] 1. The supporting component can be stably installed on the top of the steel beam frame outside the core tube through the connecting component, and the building materials of each floor can be temporarily stored and stacked through the supporting component. The setting of the limiting component can effectively limit the building materials stacked on the supporting component, better improving the placement stability of the building materials on the supporting component. In addition, compared with the existing method of hoisting and placing building materials during the construction of high-rise office buildings and other buildings, the present application can facilitate the pre-stacking of building materials on the supporting structure composed of the first support member and the second support member during the construction of each floor by setting the first support member and the second support member on the steel beam frame corresponding to each floor. Therefore, the convenience of stacking and using building materials on different floors during the construction of existing high-rise office buildings and other buildings can be effectively improved, achieving the purpose of improving the construction efficiency of high-rise office buildings and other buildings.
[0026] 2. By setting the abutting member, the bottom of the first support member can be connected to the top of the steel beam frame, and the stability of the stacking platform of the present application when installed and placed on the steel beam frame can be further improved through the abutting action of the positioning member with the steel beam frame. At the same time, the positioning member can also facilitate the docking speed between the corresponding position at the bottom of the first support member and the steel beam frame when installing the stacking platform, achieving the purpose of improving the installation efficiency of the stacking platform of the present application on the steel beam frame. BRIEF DESCRIPTION OF THE DRAWINGS
[0027] Figure 1 is a schematic structural diagram of the core tube, the steel beam frame and the shelving fixed stacking platform in the first embodiment of the present application;
[0028] Figure 2 is a schematic structural diagram of the shelving fixed stacking platform in the first embodiment of the present application;
[0029] Figure 3 is a schematic structural diagram of the connection between the shelving fixed stacking platform and the steel beam frame in the second embodiment of the present application;
[0030] Figure 4 is Figure 3 an enlarged view of part A in
[0031] Figure 5 is a schematic structural diagram of the core tube, the steel beam frame and the shelving fixed stacking platform in the third embodiment of the present application;
[0032] Figure 6 is a schematic structural diagram of the connection between the shelving fixed stacking platform and the steel beam frame in the third embodiment of the present application;
[0033] Figure 7 is a schematic structural diagram of the connection component in the third embodiment of the present application.
[0034] Description of reference numerals: 1. Supporting component; 11. First support member; 111. First support rod; 112. Second support rod; 12. Second support member; 2. Limiting component; 21. Mounting member; 22. Blocking member; 3. Connecting component; 31. Abutting member; 32. Positioning member; 321. Auxiliary block; 33. Adjusting member; 331. Position adjusting disc; 332. Extension block; 34. Bottom support member; 35. Top support member; 4. Core tube; 5. Steel beam frame. Detailed implementation manners
[0035] The following further elaborates on this application in conjunction with the attached Figures 1-7 drawings.
[0036] Embodiment 1:
[0037] An embodiment of this application discloses a shelving fixed stacking platform. Referring to Figures 1-2 , the shelving fixed stacking platform includes a supporting component 1, a limiting component 2 and a connecting component 3. Among them, the bottom of the supporting component 1 is connected to the top of the steel beam frame 5 outside the core tube 4 through the connecting component 3, and the limiting component 2 is installed at the edge of the upper surface of the supporting component 1.
[0038] During use, the supporting component 1 can be placed on the steel beam frame 5 of the corresponding floor according to the floor height of high-rise building construction, and the supporting component 1 and the steel beam frame 5 are connected and positioned through the connecting component 3. Then, the relevant building materials are hoisted onto the supporting component 1 on the steel beam frame 5 of this floor for stacking. Thus, the building materials can be stably placed through the supporting component 1 and the limiting component 2.
[0039] Referring to Figures 1-2 , in this embodiment, the supporting component 1 includes a first support member 11 and a second support member 12. Among them, the first support member 11 is fixedly connected to the top of the steel beam frame 5 through the connecting component 3, and the second support member 12 is fixed on the top of the first support member 11 to increase the contact surface between the first support member 11 and the building materials through the second support member 12, so as to facilitate the placement of building materials of different types and sizes.
[0040] In addition, in this embodiment, the first support member 11 includes a first support rod 111 and a second support rod 112. Among them, there are four first support rods 111, and the four first support rods 111 are symmetrically arranged in pairs on the periphery of the second support rod 112. At the same time, there are multiple second support rods 112, and the multiple second support rods 112 are distributed in a cross shape and integrally form a rectangle, and the four first support rods 111 are respectively installed at the four side edges of the rectangle formed by the multiple second support rods 112.
[0041] Furthermore, referring to Figures 1-2In this embodiment, the two first support rods 111 in one group are I-beams, while the two first support rods 111 in the other group are both composed of double channel steels, and the outer walls of the bottom of the two channel steels are fitted and fixed to each other.
[0042] Meanwhile, in this embodiment, the plurality of second support rods 112 can be channel steels, and the plurality of channel steels in the long-side direction are provided with a clearance portion for placing the channel steels in the short-side direction. In addition, in this embodiment, the second support member 12 includes a plurality of patterned steel plates, which are evenly laid on the second support rods 112, thereby facilitating the flatness of the structural plane formed by the first support rods 111 and the second support rods 112, thereby achieving the purpose of facilitating the stacking of building materials.
[0043] Reference Figures 1-2 In this embodiment, the position limiting assembly 2 includes a mounting member 21 and a blocking member 22. There are multiple mounting members 21, and the multiple mounting members 21 are evenly arranged on the upper surface of the four first support rods 111. At the same time, there are multiple blocking members 22, and both sides of each blocking member 22 are fixed to two adjacent mounting members 21. In this embodiment, the mounting member 21 can be selected as a vertical rod, and the blocking member 22 can be selected as a baffle.
[0044] In addition, in this embodiment, the connection assembly 3 includes a plurality of top supports 35. The plurality of top supports 35 are evenly arranged at the bottom of the second support rod 112, and each top support 35 is located at the bottom of the connection between the second support rod 112 in the long side direction and the second support rod 112 in the short side direction.
[0045] Working principle: When in use, first hoist the pre-assembled stacking platform of the present application to the top of the steel beam frame 5 of the floor of corresponding height, and then hoist the stacking platform on the top of two adjacent steel beams, so that the multiple top support members 35 at the corresponding positions can be against the steel beams, and the multiple top support members 35 are fixedly connected to the upper surface of the steel beams at the corresponding positions by welding, thereby realizing the installation of the stacking platform of the present application on the steel beam frame 5; and when the construction work of the floor is completed, the welding parts between the multiple top support members 35 and the steel beam frame 5 can be cut and separated, and then hoisted to a higher floor for reinstallation of the stacking platform, so as to realize the turnover and recycling of the stacking platform of the present application.
[0046] Embodiment 2:
[0047] The difference between the second embodiment and the first embodiment is that, referring to Figures 3-4, in this embodiment, the connecting component 3 includes a butting member 31, a positioning member 32 and a bottom support member 34. Among them, four butting members 31 are provided, and the four butting members 31 are all welded and fixed to the bottom of the second strut 112 at the corresponding position, and the four butting members 31 are arranged in a rectangular distribution. The positioning member 32 is arranged on the lower surface of the butting member 31 and abuts against the side wall of the steel beam at the corresponding position. In this embodiment, the positioning member 32 includes two symmetrically distributed auxiliary blocks 321, and the two auxiliary blocks 321 are both inclined in the direction away from each other. In addition, the bottom support member 34 is fixed to the lower surface of each butting member 31 and is integrally located between the two auxiliary blocks 321.
[0048] During installation, the stacking platform can be hoisted as a whole above the steel beam frame 5 on the corresponding floor first, and then the stacking platform can be gradually lowered. At this time, the inner walls of the two auxiliary blocks 321 at the bottom of each butting member 31 will contact the side wall of the steel beam at the corresponding position, so that the stacking platform is limited by the multiple auxiliary blocks 321 during the hoisting and lowering process and finally can stably abut against the top of the steel beam through the bottom support member 34 at the corresponding position, achieving the purpose of improving the installation efficiency of the stacking platform of the present application.
[0049] Embodiment Three:
[0050] The difference between Embodiment Three and Embodiment One is that with reference to Figures 5-7 , in this embodiment, the connecting component 3 includes a butting member 31, a positioning member 32, a bottom support member 34 and an adjusting member 33. Among them, four butting members 31 are provided, and the four butting members 31 are all rotatably connected to the bottom of the second strut 112 at the corresponding position through the adjusting member 33, and the four butting members 31 are arranged in a trapezoidal distribution. The positioning member 32 is arranged on the lower surface of the butting member 31 and abuts against the side wall of the steel beam at the corresponding position. In this embodiment, the positioning member 32 includes two symmetrically distributed auxiliary blocks 321, and the two auxiliary blocks 321 are both inclined in the direction away from each other. In addition, the bottom support member 34 is fixed to the lower surface of each butting member 31 and is integrally located between the two auxiliary blocks 321.
[0051] In this embodiment, the adjusting member 33 includes an adjusting disk 331 and an extension block 332. Among them, the adjusting disk 331 is rotatably connected to the inner bottom of the corresponding second strut 112, and the extension block 332 is fixedly arranged at the bottom of the adjusting disk 331 and is fixed to the top of the butting member 31 outside the second strut 112.
[0052] When it is necessary to install a stacking platform on top of two cross - arranged steel beams, the stacking platform can be first hoisted as a whole above the steel beam frame 5 on the corresponding floor, and then the stacking platform is gradually lowered. The auxiliary blocks 321 under the four abutting members 31 are brought into contact with the side walls of the steel beams at the corresponding positions. At this time, the abutting members 31 will rotate under the drive of the auxiliary blocks 321 below the second support rod 112 to adjust their own placement directions, so as to facilitate the two auxiliary blocks 321 below to abut tightly against the side walls of the steel beams at the corresponding positions. Finally, the stacking platform is lowered until multiple bottom support members 34 can all abut tightly against the tops of the steel beams at the corresponding positions, and then welding positioning is carried out, thereby realizing the rapid installation of the stacking platform of the present application.
[0053] The above are all the preferred embodiments of the present application, and do not limit the protection scope of the present application accordingly. Therefore, all equivalent changes made according to the structure, shape, and principle of the present application should be covered within the protection scope of the present application.
Claims
1. A shelving fixed stacking platform, characterized in that Comprising: A supporting component (1), a limiting component (2) and a connecting component (3), wherein the limiting component (2) is arranged on the periphery of the supporting component (1), and the connecting component (3) is used to connect the supporting component (1) with a steel beam frame (5) outside the core tube (4); The supporting component (1) includes: a first supporting member (11) and a second supporting member (12), the first supporting member (11) is arranged on the steel beam frame (5) through the connecting component (3) and is connected with the limiting component (2), and the second supporting member (12) is arranged on the first supporting member (11) to facilitate the stacking of a plurality of building materials with different sizes through the second supporting member (12).
2. The shelving fixed stockpiling platform according to claim 1, characterized in that, The limiting component (2) includes: a mounting member (21) and a blocking member (22), a plurality of the mounting members (21) are provided, and the plurality of mounting members (21) are all arranged on the top of the first supporting member (11), and the blocking member (22) is arranged between two adjacent mounting members (21).
3. The shelving fixed stacking platform according to claim 2, wherein, The connecting component (3) includes: a butting member (31) and a positioning member (32), the butting member (31) is arranged at the bottom of the first supporting member (11) and abuts against the top of the steel beam frame (5), and the positioning member (32) is arranged at the bottom of the butting member (31) and abuts against the side wall of the steel beam frame (5).
4. The shelving fixed stacking platform according to claim 1, wherein The first supporting member (11) includes: a first support rod (111) and a second support rod (112), the first support rod (111) is arranged on the periphery of the second support rod (112), and a plurality of the second support rods (112) are evenly arranged and used to support the second supporting member (12).
5. The shelving fixed stockpiling platform according to claim 3, characterized in that, The connecting component (3) further includes: an adjusting member (33), the butting member (31) is rotatably connected to the bottom of the first supporting member (11) through the adjusting member (33) to facilitate adjusting the placement angle of the positioning member (32) through the adjusting member (33).
6. The shelving fixed stockpiling platform according to claim 5, characterized in that, The adjusting member (33) includes: an adjusting disk (331) and an extension block (332), the adjusting disk (331) is rotatably connected to the bottom of the first supporting member (11), and the extension block (332) is arranged at the bottom of the adjusting disk (331) and is connected with the butting member (31).
7. The shelving fixed stockpiling platform according to claim 6, characterized in that, The connecting component (3) further includes: a bottom supporting member (34), the bottom supporting member (34) is arranged at the bottom of the butting member (31) and abuts against the top of the steel beam frame (5).
8. The shelving fixed stockpiling platform according to claim 3, characterized in that, A plurality of the butting members (31) are provided, and the plurality of butting members (31) are all arranged at the bottom of the first supporting member (11) and abut against the steel beam frame (5).