Auxiliary installation equipment for fiber concrete plate
By designing auxiliary installation equipment for fiber concrete boards and adopting mechanized assembly line operations, the problem of low efficiency in manual handling during construction was solved, and the automated transportation and unloading of the boards was realized, significantly improving construction efficiency and safety.
Patent Information
- Application Number
- CN202510980057.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-16
- Publication Date
- 2025-11-04
AI Technical Summary
In the current construction process of fiber concrete boards, the transportation and installation stages consume a lot of manpower and time, resulting in low construction efficiency. This is especially true in the construction of multi-story factory buildings, where manual handling is inefficient, labor-intensive, and time-consuming for multi-story transfers.
Design an auxiliary installation device for fiber concrete boards, including a mobile frame, lifting components, conveying components and tilting components. The device enables automated transportation and unloading of boards through mechanized assembly line operation. It adopts components such as a loading platform, pushing cylinder, and tilting roller to achieve multi-layer storage, automatic slicing, overall transfer and mechanical tilting unloading of boards.
It significantly improved construction efficiency, reduced the labor intensity of workers, and achieved seamless mechanization of the entire process of fiber concrete boards from the stockyard to the laying point, thereby improving transportation efficiency and construction speed.
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Figure CN120889424A_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of building construction, in particular to a fiber concrete slab auxiliary installation equipment. BACKGROUND
[0002] As an important building material, fiber concrete slab significantly improves its crack resistance, impact resistance and toughness by mixing steel fibers or synthetic fibers in the concrete matrix. With these excellent properties, fiber concrete slab has been widely used in industrial plants, large warehouses, multi-story parking lots and building floors with heavy load requirements. In particular, in the construction of multi-story structures of large factories, fiber concrete slab is often used as floor slab or platform slab to meet the requirements of high bearing capacity, durability and rapid construction.
[0003] However, in the current fiber concrete slab construction process, especially in the construction site of large multi-story factories, there are bottlenecks in the transportation and installation links. For example, the existing construction method mainly relies on manual labor, i.e. 4-5 workers jointly lift the slabs stacked on one side of the site onto a dump cart or simple transport tool, and then transport them to the target laying area one by one. After reaching the position, the workers need to unload the slabs from the vehicle and place them on the ground, and then use tools such as crowbars or steel pipes to move and adjust the single slab in a rolling manner. Such work mode not only consumes a lot of manpower and time, but also has a great labor intensity. Moreover, as the floor rises, the vertical and horizontal transfer distance of the slabs from the ground stacking area to each floor construction surface increases, and the time for back and forth transportation is longer, thus slowing down the overall construction progress and resulting in low construction efficiency.
[0004] Therefore, it is necessary to research a fiber concrete slab auxiliary installation equipment that is convenient to transport. SUMMARY
[0005] In view of this, the purpose of the present application is to provide a fiber concrete slab auxiliary installation equipment that effectively solves the problems of low manual carrying efficiency, high labor intensity and long multi-story transfer time in the prior art.
[0006] In order to achieve the above object, the technical scheme adopted by the present application is: a fiber concrete plate auxiliary installation equipment, comprising a mobile frame, and a lifting assembly, a conveying assembly and a turnover assembly arranged on the mobile frame, the lifting assembly comprises a lifting assembly, a carrying platform and a push-up cylinder, the lifting assembly is arranged on the mobile frame, the carrying platform is installed on the lifting assembly, and the carrying platform can be vertically lifted and moved under the drive of the lifting assembly, forming a plate stacking area capable of being lifted; the push-up cylinder is arranged on the mobile frame, and a push plate is fixed on the output end of the push-up cylinder, the push plate extends into the plate stacking area, forming a horizontal plate push-up area, the plate push-up area is located at the upper part of the plate stacking area and corresponds with the top of the lifting assembly; the turnover assembly comprises a support frame, a turnover roller, a limiting seat and a guard plate, the support frame is located on the front side of the lifting assembly, the turnover roller is rotatably installed on the support frame, the limiting seat is uniformly fixed on the turnover roller in the circumferential direction, and the limiting seat is provided with a clamping groove; the opening of the clamping groove corresponds with the plate push-up area in the horizontal state; the front side of the turnover roller is fixed with an arc-shaped guard plate; the conveying assembly comprises a feeding pair of rollers and a discharging pair of rollers, the feeding pair of rollers is installed between the lifting assembly and the limiting seat to convey the fiber concrete plate on the carrying platform into the limiting seat clamping groove; the discharging pair of rollers is fixed below the guard plate and sends the fiber concrete plate out from the limiting seat after rotating and transposing through the turnover roller.
[0007] Further, the front side of the lifting frame is fixed with a feeding frame, the feeding pair of rollers is rotatably installed on the feeding frame, the feeding pair of rollers comprises a tensioning roller located at the upper position and a power roller located at the lower position, and the power roller is drivingly connected with a feeding motor; the tensioning roller and the power roller are arranged in a left-right staggered manner.
[0008] Further, the outer side wall of the feeding frame is fixed with a cantilever, the cantilever extends towards the plate stacking area, a base is fixed on the cantilever, the push-up cylinder is fixed on the base, and the push plate on the output shaft of the push-up cylinder extends towards the middle part.
[0009] Further, the discharging pair of rollers is installed on a discharging frame, the discharging pair of rollers comprises a driving roller located at the upper position and a driven roller located at the lower position, and the shaft of the driving roller is drivingly connected with a discharging motor, and the channel between the driving roller and the driven roller corresponds with the limiting seat clamping groove in communication.
[0010] Further, the front end of the mobile frame is provided with a slope block, the bottom of the slope block is provided with an auxiliary wheel, the slope surface of the top of the slope block is parallel to the limiting seat clamping groove, and the slope surface is smooth.
[0011] Further, the lifting assembly comprises a stand, guide rails, a lifting motor, a screw rod and a sliding block set, the stand is fixed on the moving frame, and the guide rails are vertically arranged on the stand; the screw rod is vertically arranged between the two guide rails, the bottom of the screw rod is transmissionally connected with the lifting motor, and the sliding block set is arranged on the guide rails and the screw rod; the object carrying platform is vertically fixed on the sliding block set in the horizontal direction, and the object carrying platform is flush with the top surface of the stand when the object carrying platform moves upward to the top end of the screw rod.
[0012] Further, the guard plates are arranged at the front side of the turnover roller in a spaced manner, and the side walls of the guard plates are symmetrically fixed with fan-shaped connecting plates, the turnover roller is located between the connecting plates, and the rear ends of the connecting plates are fixed on the support frame.
[0013] Further, the moving frame is provided with universal wheels at the bottom.
[0014] Further, the turnover roller is fixed with eight limiting seats, when the first limiting seat is in a horizontal state, it is communicated with the plate pushing and ejecting area, and the limiting seat at the position of 225 degrees is the discharging position, and the limiting seat clamping groove of the discharging position corresponds to the discharging roller pair.
[0015] Further, the bottom of the guard plate is provided with a guide section, the guide section extends above the driving roller, so that the plate in the clamping groove can directly slide into the channel of the discharging roller pair after leaving the guard plate.
[0016] The beneficial effects of the above technical scheme are that the fiber concrete plate auxiliary installation equipment provided by the application simplifies the traditional multi-person carrying mode into mechanized flow operation through the four-dimensional collaborative mechanism of synchronous loading-mechanical slicing-traveling discharging-real-time feeding, especially in high-altitude multi-layer construction, the time loss caused by repeated hoisting of single plates is avoided, the waiting gap time in traditional operation is effectively reduced, the whole-process mechanization seamless connection of the fiber concrete plate from the stockyard to the laying point is realized, and the comprehensive construction efficiency is significantly improved.
[0017] In the application, the object carrying platform realizes precise lifting through the screw rod guide rail mechanism, and the multi-layer stacked plates can be automatically separated and conveyed in sequence through the horizontal slicing and pushing of the pushing assembly, the single transfer amount is improved, the number of times of returning of the frame is significantly reduced, and through the replacement of manpower with machinery, the workers only need to complete the initial stacking and equipment monitoring, the labor intensity is greatly reduced, the closed-loop control of synchronous lifting and pushing ensures the continuity and positioning accuracy of the plate slicing, and the transfer efficiency is improved.
[0018] The power roller is arranged in front of the feeding roller in the application, and the layout is staggered, so that efficient conveying and movement avoidance are realized synchronously in a compact space, the stable and continuous feeding conveying is ensured, the combination of the discharging roller and the slope block structure, the precise matching of the driving roller motor with the frame advancing speed, the slope surface made of low friction coefficient material (smooth surface) for ensuring uniform sliding and ensuring the safety and integrity of the board landing, and the discharging process without stopping and waiting, which speeds up the overall construction rhythm. BRIEF DESCRIPTION OF DRAWINGS
[0019] Figure 1 It is a structural schematic diagram of an embodiment of the application; Figure 2 It is a structural schematic diagram of the device from the side; Figure 3 It is a structural schematic diagram of the lifting assembly; Figure 4 It is a structural schematic diagram of the lifting assembly; Figure 5 It is a position marking diagram of the board stacking area and the board pushing area; Figure 6 It is a structural schematic diagram of the turnover assembly; Figure 7 It is a structural schematic diagram of the turnover roller; Figure 8 It is Figure 7 It is a structural schematic diagram of A in the middle; Figure 9 It is a structural schematic diagram of another embodiment of the application.
[0020] Reference signs: 1 - mobile frame, 2 - lifting assembly, 21 - lifting assembly, 211 - stand, 212 - guide rail, 213 - screw rod, 214 - lifting motor, 215 - lifting slide block, 22 - carrying platform, 23 - pushing assembly, 231 - cantilever, 232 - pushing cylinder, 233 - pushing plate, 24 - board stacking area, 25 - board pushing area, 3 - carrying platform, 4 - turnover assembly, 41 - support frame, 42 - turnover roller, 43 - limiting seat, 44 - clamping groove, 45 - guard plate, 46 - connecting plate, 47 - guide section, 5 - conveying assembly, 51 - feeding roller pair, 512 - tension roller, 513 - power roller, 514 - feeding motor, 52 - discharging roller pair, 522 - driving roller, 523 - driven roller, 524 - discharging motor, 53 - feeding frame, 54 - discharging frame, 6 - slope block. DETAILED DESCRIPTION
[0021] The application will be described in further detail below in combination with the drawings and specific embodiments: The embodiment 1 aims to provide a fiber concrete plate auxiliary installation device to solve the problem of low transfer efficiency of the plate in the construction process. In view of the problems of low manual carrying efficiency, high labor intensity, long time consumption of multi-layer transfer and the like in the prior art, the embodiment provides a fiber concrete plate auxiliary installation device, which aims to change the traditional single-piece and high-intensity manual operation mode through the automatic process of centralized storage of multiple pieces, automatic piece-by-piece clamping, whole piece transfer, mechanical overturning and unloading. The device comprises a movable frame, a lifting assembly 2, a conveying assembly 5 and a turnover assembly 4 arranged on the movable frame 1. The movable frame is provided with universal wheels at the bottom to drive the device to walk on the construction site. The lifting assembly can lift the fiber concrete plates in the plate stacking area upward from bottom to top, and transport the plates piece by piece backward through the cooperation of the conveying assembly and the push-up cylinder. Under the action of the turnover assembly, each plate in the clamping groove is turned over and transported backward, and finally the plates are stably unloaded to the vicinity of the laying position in an inclined downward manner, which greatly simplifies the unloading and preliminary positioning process, greatly reduces the labor intensity, and effectively improves the construction efficiency.
[0022] In a specific implementation structure, as shown in Figures 1-6 The lifting assembly 2 in the embodiment comprises a lifting assembly 21, a load platform and a push-up assembly 23. The lifting assembly 21 comprises a stand 211, a guide rail 212, a lifting motor 214, a screw rod 213 and a lifting slide 215. A sunken cavity is arranged on the movable frame, and the stand 211 is fixed in the sunken cavity. The top of the stand 211 extends vertically upward above the frame. A diagonal brace is fixed on the side wall of the stand 211 to provide stable support for the stand 211. The guide rail 212 is fixed vertically on the rear side wall of the stand 211. The screw rod 213 is installed vertically between the two guide rails 212. The bottom of the screw rod 213 extends into the sunken cavity and is transmissionally connected with the lifting motor 214. The lifting slide 215 is arranged on the guide rail 212 and is threadedly connected with the screw rod 213. The side wall of each lifting slide 215 is fixedly connected with a bottom plate. The load platform is vertically fixed on the bottom plate by bolts. Thus, when the controller drives the lifting motor 214 to work, the screw rod 213 is driven to rotate, thereby synchronously driving the load platform to move vertically through the lifting slide 215, so as to form a plate stacking area 24 with variable height. The fiber concrete plates can be stacked in the plate stacking area 24 on the load platform.
[0023] Further, the top of the stand is a planar structure. When the load platform moves vertically upward to the highest point of the guide rail, the load platform is coplanar with the top surface of the stand 211, as shown in Figures 2-5As shown, the pusher assembly 23 is located on the inner and outer sides of the upright 211. In this embodiment, the pusher assembly 23 includes a cantilever 231, a pusher cylinder 232, and a pusher plate 233. A loading rack 53 is fixed on the movable frame on the outer side of the upright 211. The cantilever 231 is fixed on the outer side wall of the loading rack 53. The rear end of the cantilever 231 extends toward the loading platform. The pusher cylinder 232 is fixedly mounted on the cantilever 231 by a mounting seat. The pusher plate 233 is fixedly connected to the output shaft of the pusher cylinder 232. The pusher plate 233 is arranged parallel to the loading roller 51. The pushers on both sides of the upright 211 extend into the plate stacking area 24 in the middle of the two, thereby forming a horizontal plate pusher area 25. The plate pusher area 25 is located above the plate stacking area 24 and is flush with the top of the upright 211.
[0024] In this embodiment, the lifting assembly is configured such that during loading, the carrying platform is lowered to the bottom position, and then multiple layers of fiber concrete boards are stacked in the board stacking area 24, with the top board positioned in the board pushing area 25. At this time, the push plate on the pushing cylinder corresponds to the side wall of the board in the board pushing area 25. After loading is completed, the output shaft of the pushing cylinder 232 is retracted, and the pushing cylinder 232 drives the push plate 233 to move horizontally forward, pushing the single board at this station into the conveying channel of the loading rollers 51 in front. After each board is pushed, the lifting motor drives the carrying platform to rise by one board thickness, so that the next board arrives at the pushing station, until all stacked boards are conveyed forward. This achieves vertical multi-layer storage of boards and automatic piece-by-piece feeding, significantly increasing the single transfer volume and improving the board transfer efficiency.
[0025] like Figure 6 and 7 As shown, the flipping assembly 4 is located on the front side of the upright 211 and is used to receive the fiber concrete board transported from the board pushing area 25. In this embodiment, the flipping assembly 4 includes a support frame 41, a flipping roller 42, a limiting seat 43 and a guard plate 45. The support frame 41 is fixed on the mobile frame, the flipping roller 42 is rotatably mounted on the support frame 41, and the limiting seat 43 is uniformly fixed on the flipping roller 42 along the circumferential direction. Each limiting seat 43 has a slot 44, and in the horizontal state, the opening of the slot 44 corresponds to the board pushing area 25. It should be noted that in practical applications, the side wall of the slot 44 inside the limiting seat 43 can be determined according to the actual size of the customized fiber concrete board. In this embodiment, the slot 44 is designed with three openings. The length of the board is greater than the length of the limiting seat 43 and less than the distance between the inner and outer support frames 41. When the board size is small, an opening can be set only on the side of the limiting seat 43 adjacent to the lifting component 21. In this way, the board can be fitted and installed in the slot 44 to prevent it from sliding out during the flipping action.
[0026] In this embodiment, 8 sets of limiting seats are arranged on the turnover roller, a clamping groove 44 is formed in each limiting seat 43, and in actual work, 5 plates can be transported at a time, and when the plates are unloaded, the lifting assembly 2 can continue to transport into the clamping groove 44 of the horizontal position, forming continuous operation.
[0027] The rotating shaft in the turnover roller is drivingly connected with a turnover motor, which is used to drive the turnover roller to rotate, so as to realize the position switching of the plates in the limiting seat 43. An arc-shaped guard plate 45 is fixed on the front side of the turnover roller 42. Specifically, a fan-shaped connecting plate 46 is fixed on the inner and outer side walls of the guard plate 45. The rear end of the connecting plate 46 is fixedly connected with the support frame 41 and rotatably sleeved on the turnover shaft, so as to enclose the turnover roller 42 between the two connecting plates 46, and at the same time, the guard plate 45 is suspended on the front side of the turnover roller 42, so as to protect the stability and safety of the plates in the clamping groove 44 during the turnover position switching. A discharging roller pair 52 is arranged at the bottom of the guard plate 45. Through cooperation with the discharging roller pair 52, the plates in the clamping groove 44 can be effectively prevented from sliding outwards when the limiting seat 43 is turned from the horizontal position to the second and third quadrants, so that the plates in the clamping groove 44 are slowly discharged outwards through the discharging roller pair 52.
[0028] Through the cooperation of the guard plate 45 and the discharging roller pair 52 in this embodiment, through the physical combination of the arc-shaped constraint surface and the rolling friction, the problem of uncontrollable sliding of the plates under the action of gravity is solved, the operation safety is improved, and the guard plate 45 can construct a continuous protection path in a limited space, so that the whole process of the plates from horizontal receiving to vertical unloading is in a controlled state, which not only protects the integrity of the plates, but also ensures the predictability of the unloading track, and provides reliable guarantee for mechanized and efficient construction.
[0029] Through the cooperation of the guard plate 45 and the discharging roller pair 52 in this embodiment, through the physical combination of the arc-shaped constraint surface and the rolling friction, the problem of uncontrollable sliding of the plates under the action of gravity is solved, the operation safety is improved, and the guard plate 45 can construct a continuous protection path in a limited space, so that the whole process of the plates from horizontal receiving to vertical unloading is in a controlled state, which not only protects the integrity of the plates, but also ensures the predictability of the unloading track, and provides reliable guarantee for mechanized and efficient construction.
[0030] As Figure 2 and 6As shown, in order to ensure the stability and safety of the plate during the transfer process, the mobile frame of the embodiment is also provided with a conveying assembly 5, which includes a feeding pair of rollers 51, a discharging pair of rollers 52, a feeding rack 53, a discharging rack 54 and a slope block 6. The feeding pair of rollers 51 is installed between the lifting assembly 21 and the limiting seat 43 to convey the fiber concrete plate on the loading platform into the clamping groove 44 of the limiting seat 43. The discharging pair of rollers 52 is fixed below the guard plate 45. The slope block 6 is arranged at the front end of the mobile frame and is provided with auxiliary wheels at the bottom. After being rotated and changed by the turnover roller 42, the fiber concrete plate is slowly sent out from the limiting seat 43 to the slope body, and then the plate slides from the slope body to the ground to achieve the unloading of the plate.
[0031] In a specific implementation structure, as shown in Figures 2-5 The feeding pair of rollers 51 includes a tension roller 512, a power roller 513 and a feeding motor 514. The feeding rack 53 is located on the inner and outer sides of the lifting assembly 21 and is fixed on the mobile frame in the vertical direction. The push-up pneumatic cylinder 232 is installed on the cantilever 231 outside the feeding rack 53. The tension roller 512 and the power roller 513 are rotatably installed on the feeding rack 53, and the power roller 513 is located below the tension roller 512. The rotating shaft of the power roller 513 is drivingly connected to the feeding motor 514. The power roller 513 is closer to the turnover assembly 4 than the tension roller 512, that is, the tension roller 512 and the power roller 513 are arranged in a staggered manner. This can not only convey the fiber concrete plate from the plate push-up area 25 to the front, but also ensure that the limiting seat 43 will not be interfered with during the rotation of the turnover roller 42.
[0032] Therefore, when the limiting seat 43 is in the horizontal position, the fiber concrete plate located in the plate push-up area 25 moves forward to the top of the stand 211 under the action of the push-up pneumatic cylinder 232, and continues to move forward until it is pushed up to the channel between the tension roller 512 and the power roller 513. Under the friction, the plate is driven by the two rollers to move forward until it is completely conveyed into the clamping groove 44 of the limiting seat 43.
[0033] As shown in Figure 6 and 7 After the plate in the clamping groove 44 is changed by the turnover assembly 4, it is moved downward from the front side under the action of the discharging pair of rollers 52. In the embodiment, the discharging pair of rollers 52 includes a driving roller 522, a driven roller 523 and a discharging motor 524. The discharging rack 54 is installed on the mobile frame in the vertical direction. The driving roller 522 and the driven roller 523 are rotatably installed between the discharging rack 54. The rotating shaft of the driving roller 522 is drivingly connected to the discharging motor 524. When the limiting seat 43 is rotated by 225 degrees, the opening of the clamping groove 44 is in correspondence with the channel between the driving roller 522 and the driven roller 523. Thus, under the action of gravity, the plate slides out of the clamping groove 44 and is received by the discharging pair of rollers 52, which slowly drives the plate to be inclined and moved downward to the slope body under the friction.
[0034] The slope body is provided on the front side of the mobile frame in the embodiment, the surface of the slope body is smooth, and an auxiliary wheel is arranged at the bottom of the slope body to form with the mobile frame. Through such arrangement, on the one hand, when the board slides downward from the clamping groove, the slope body can provide buffering and guidance for the board to avoid direct falling on the ground, thereby avoiding damage to the board. On the other hand, since the mobile frame continuously walks along the target construction area during unloading, the speed of the board moving downward can be ensured to be matched with the walking speed of the mobile frame, thereby avoiding jamming during unloading.
[0035] Through the arrangement of the feeding roller pair in the transmission assembly, the end thrust of the board entering the clamping groove 44 can be ensured in the limited space, and the impact of the turnover action on the roller system can be avoided, thereby significantly improving the operation reliability of the equipment. The unloading roller 52 is arranged at an inclined installation angle and adopts a driving mode, the sliding speed of the board is accurately controlled, the acceleration out of control caused by traditional free sliding is overcome, the damage caused by the impact of the board is effectively prevented, and the jamming or accumulation problem of the board during the movement is solved through the arrangement of the slope body, thereby ensuring the smooth and efficient operation of each working process.
[0036] Working principle; the fiber concrete board auxiliary installation equipment provided by the embodiment is actually applied, the operator moves the mobile frame 1 to the board stacking area (the mobile frame is prior art, and details are not described here, and the mobile frame can be moved by the operator during actual application), the lifting assembly 21 is controlled to lower the loading platform to the lowest position, the worker vertically stacks a plurality of fiber concrete boards in the board stacking area 24 of the loading platform, ensures that the uppermost board is in the board pushing area 25, at this time, the pushing cylinder 232 outputs the shaft outward to make the pushing plate 233 move to the board side preparation position, then the pushing cylinder 232 is started, the pushing plate 233 is used to horizontally push the top single board into the feeding roller 51 channel, the power roller 513 is driven by the feeding motor 514 to stably convey the board to the first horizontal limiting seat 43 clamping groove 44 in front of the turnover assembly 4, then the pushing plate 233 is reset, the lifting motor 214 lifts the loading platform by one board thickness, and the next board reaches the pushing station.
[0037] At the same time, the turnover motor drives the rotating shaft to rotate by 45 degrees, so that the limiting seat 43 loaded with the board is turned into the first quadrant, and the empty limiting seat 43 is turned to the horizontal material receiving position, and the process is repeated until all the five stations (the specific number depends on the design) are completed. At this time, the boards are distributed in the first and second quadrants of the turnover roller; then the operator pushes the full load frame to the target construction area, and when the construction starting point is reached, the turnover motor drives the rotating shaft to rotate by 45 degrees each time, so that the stations are turned to the 225° unloading position in sequence; and in the rotating process, the guard plate 45 can protect the board from displacement or sliding.
[0038] When the opening of the slot 44 is aligned with the channel of the unloading roller 52, the plate slides into the conveying surface formed by the active roller 522 and the driven roller 523. The frame moves slowly and at a constant speed. The unloading motor 524 starts and guides the plate through the guard plate 45 to the slope of the ramp 6 at a speed matching the vehicle speed. The auxiliary wheel at the bottom of the ramp 6 rolls synchronously with the vehicle. The plate slides down the smooth slope at a controlled speed to the predetermined laying point on the ground. After each plate is unloaded, the flip roller 42 automatically rotates to the next unloading position to continue the operation.
[0039] Furthermore, replenishment can be performed simultaneously during unloading. Specifically, whenever the tilting roller 42 rotates from an empty position to a horizontal receiving position, the pushing assembly 23 immediately pushes the top layer of the loading platform into that position. Simultaneously, the lifting motor 214 raises the loading platform by one board thickness, maintaining continuous material supply. This process achieves a continuous "unload one, replenish one" operation until all boards in the stacking area are transferred and laid. Once all fiberboard in the board stacking area 24 on the mobile frame has been unloaded, the frame is pushed back to the stacking area, allowing for the next round of stacking.
[0040] The fiber concrete board auxiliary installation equipment provided in this embodiment, through the automated process of centralized storage of multiple boards, automatic segmentation and clamping, overall one-time transfer, and mechanical flipping and unloading, changes the traditional single-board, high-intensity manual operation mode, significantly improves the transfer and installation efficiency of large boards in multi-story factory construction, and greatly optimizes the operation safety and manpower allocation, providing efficient technical support for building industrialization.
[0041] Example 2, based on Example 1, will not repeat the similarities with Example 1. The difference is that, since there is a gap between the bottom of the guard plate 45 and the unloading roller 52, to prevent the plate in the slot 44 from sliding into the gap or directly impacting the drive roller 522 during the downward inclined movement of the plate along the guard plate 45, a guide section 47 is provided at the bottom of the guard plate 45 in this example. Figure 8 As shown, the guide section 47 extends above the drive roller 522, ensuring that the plate in the slot 44 can slide directly into the channel of the unloading roller 52 after leaving the guard plate 45, thus improving safety.
[0042] Example 3 further describes the setting position of the flipping component 4.
[0043] like Figure 9As shown, according to actual engineering requirements, when the size of the fiber concrete plate is small, a set of turnover assemblies 4 can be installed on the moving frame at the front side of the lifting assembly 21, so that the clamping grooves 44 of the limiting seats 43 are matched with the size of the plate; when the size of the fiber concrete plate is large, the size of the turnover rollers 42 can be adaptively modified, so that two sets of turnover assemblies 4 are symmetrically arranged on the moving frame, so that the clamping grooves 44 in the two sets of limiting seats 43 are respectively clamped on the inner and outer ends of the plate, the turnover and transportation of the plate are driven by clamping and clamping the end of the plate, the safety of the transportation process is ensured, and the application range of the equipment is improved.
[0044] The above-mentioned embodiments of the present application do not constitute a limitation on the protection scope of the present application, and the basic idea of the present application is to change the traditional single-piece, high-strength manual operation mode by means of the automatic process of centralized storage, automatic piece clamping, whole piece transfer, and mechanical turnover and unloading, greatly reduce the labor intensity, and effectively improve the construction efficiency. Any modification, equivalent replacement and improvement within the spirit and principles of the present application shall be included in the protection scope of the claims of the present application.
Claims
1. An auxiliary installation device for fiber reinforced concrete panels, characterized in that: This includes a mobile frame, and lifting, conveying, and tilting components mounted on the mobile frame. The lifting assembly includes a lifting component, a loading platform, and a pushing cylinder. The lifting assembly is mounted on the mobile frame, and the loading platform is mounted on the lifting assembly. Driven by the lifting assembly, the loading platform can move vertically to form a stacking area for the plates that can be lifted and lowered. The pushing cylinder is mounted on the mobile frame, and a push plate is fixed to its output end. The push plate extends into the board stacking area, forming a horizontal board pushing area. The board pushing area is located above the board stacking area and is flush with the top of the lifting assembly. The tilting assembly includes a support frame, tilting rollers, a limit seat, and a guard plate. The support frame is located on the front side of the lifting assembly. The tilting roller is rotatably mounted on the support frame. The limiting seat is evenly fixed on the tilting roller along the circumferential direction. The limiting seat is provided with a slot. In the horizontal state, the opening of the slot corresponds to the pushing area of the plate. The front side of the tilting roller is fixed with arc-shaped guard plates at intervals. The conveying assembly includes a feeding roller and a discharging roller. The feeding roller is installed between the lifting assembly and the limiting seat to convey the fiber concrete board on the loading platform into the slot of the limiting seat. The discharging roller is fixed below the guard plate and, after being rotated and repositioned by the flipping roller, sends the fiber concrete board out of the limiting seat.
2. The fiber-reinforced concrete board auxiliary installation equipment according to claim 1, characterized in that: A feeding frame is fixed to the front side of the lifting frame. The feeding rollers are rotatably mounted on the feeding frame. The feeding rollers include a tension roller located at the upper position and a power roller located at the lower position. The power roller is driven by a feeding motor. The tension roller and the power roller are staggered left and right.
3. The fiber-reinforced concrete board auxiliary installation equipment according to claim 2, characterized in that: A cantilever is fixed to the outer wall of the feeding rack. The cantilever extends toward the plate stacking area. A base is fixed to the cantilever. The push cylinder is fixed to the base. The push plate on the output shaft of the push cylinder extends toward the middle of the two.
4. The fiber-reinforced concrete board auxiliary installation equipment according to claim 1, characterized in that: The unloading rollers are mounted on the unloading frame. The unloading rollers include an active roller located at the top and a driven roller located at the bottom. The shaft on the active roller is connected to the unloading motor. The channel between the active roller and the driven roller is connected to the corresponding slot of the limiting seat.
5. The fiber reinforced concrete board auxiliary installation equipment according to claim 1, characterized in that: The front end of the mobile frame is fixed with a ramp, the bottom of the ramp is provided with an auxiliary wheel, the slope surface at the top of the ramp is parallel to the groove of the limiting seat, and the surface of the ramp is smooth.
6. The fiber-reinforced concrete board auxiliary installation equipment according to claim 1, characterized in that: The lifting assembly includes a frame, guide rails, a lifting motor, a screw, and a slider assembly. The frame is fixed on a mobile frame, and guide rails are provided vertically along the frame. The screw is installed vertically between two guide rails, and the bottom of the screw is connected to the lifting motor. The slider assembly is set on the guide rails and the screw. The loading platform is vertically fixed on the slider assembly in the horizontal direction. When the loading platform moves upward to the top of the screw, the loading platform is flush with the top surface of the frame.
7. The fiber-reinforced concrete board auxiliary installation equipment according to claim 1, characterized in that: The guard plates are spaced apart on the front side of the flipping roller, and fan-shaped connecting plates are symmetrically fixed on the side wall of the guard plates. The flipping roller is located between the connecting plates, and the rear end of the connecting plates is fixed on the support frame.
8. The fiber reinforced concrete board auxiliary installation equipment according to claim 1, characterized in that: The bottom of the mobile frame is equipped with casters.
9. The fiber-reinforced concrete board auxiliary installation equipment according to claim 1, characterized in that: The turning roller is fixed with 8 limit seats. When the first limit seat is in a horizontal state, it is connected to the plate pushing area. At this time, the limit seat at the 225-degree position is the unloading position. The limit seat groove of the unloading position corresponds to the unloading roller.
10. The fiber-reinforced concrete board auxiliary installation equipment according to claim 1, characterized in that: The bottom of the guard plate is provided with a guide section, which extends above the drive roller, so that the plate in the slot can slide directly into the channel of the unloading roller after leaving the guard plate.