A suspended remote control vibrating device and method

Abstract

The application discloses a kind of suspension type remote control vibrating device and method, including transverse bearing beam, longitudinal bearing beam, walking component, steering assembly, contraction component, position adjusting component, vibrating rod and PLC control system, two longitudinal bearing beam is parallel to the bottom of tower machine mounting frame, its bottom is respectively equipped with first active and driven walking component, and is fixedly installed in the top of transverse bearing beam, the bottom of transverse bearing beam one end is equipped with contraction component, its bottom is equipped with second active and driven walking component, the bottom of second active component is equipped with position adjusting component, the bottom of second driven walking component is equipped with steering assembly, position adjusting component is hooked with elastic pull rope, vibrating rod is equipped with elastic pull rope one end, and the other end is wound in contraction component by steering assembly, realize two-dimensional movement by PLC control system control walking component, adjust vibrating rod height by contraction, steering and position adjusting component, complete three-dimensional positioning, adapt to different vibrating area, reduce manual intervention, improve efficiency.

Description

Technical Field

[0001] This invention belongs to the field of concrete construction technology, and more specifically, relates to a suspended remote-controlled vibration device and method. Background Technology

[0002] In the field of water conservancy and hydropower engineering construction, the concrete construction quality of core structures such as intake towers and dam overflow surfaces plays a decisive role in the durability and safety of the project. These core structures generally exhibit the significant characteristics of "tall facades, ultra-large cross-sections, and dense reinforcement," which poses a severe challenge to concrete vibration operations.

[0003] Traditional concrete vibration operations primarily rely on manual hand-held vibrators. However, this method has several significant drawbacks. Since core structures are typically quite tall—for example, water intake towers can reach tens of meters in height—manual vibration must be performed on high-altitude scaffolding or suspended platforms. Workers constantly face serious safety risks such as falls and electric shocks. Furthermore, the difficulty of safety precautions increases exponentially with structural height, posing a significant threat to worker lives. Simultaneously, the quality of manual vibration largely depends on the operator's experience. In areas with dense reinforcement, manual operation struggles to precisely control vibration depth and frequency, easily leading to under-vibration or over-vibration, resulting in insufficient concrete density or segregation, thus creating serious safety hazards for the engineering structure. Moreover, in large-volume concrete construction, manual vibration requires multiple teams working together and frequent adjustments to their positions. Coupled with the small coverage area of ​​each vibration cycle, construction efficiency is extremely low, making it difficult to meet the high-intensity construction schedule requirements of water conservancy projects.

[0004] Although existing vibration equipment is gradually moving towards automation, significant limitations remain. Traditional suspended vibration devices lack flexible and efficient remote control capabilities, still requiring close-range adjustments by operators during actual use, failing to fundamentally mitigate the risks associated with high-risk working environments. While some remote-controlled vibration equipment achieves a degree of mobile control, its adaptability is poor when facing the multi-angle vibration requirements of complex water tower facades, making it difficult to meet the diverse requirements of actual construction. More importantly, existing remote-controlled vibration equipment has significant shortcomings in core functions such as rebar avoidance and dynamic adjustment of vibration parameters, failing to guarantee the quality and efficiency of concrete vibration under complex construction conditions. Summary of the Invention

[0005] To address the aforementioned deficiencies or improvement needs of existing technologies, this invention provides a suspended remote-controlled vibratory compaction device and method. A PLC control system controls the movement of a first active walking component and a first driven walking component along the length of the longitudinal load-bearing beam, and a second active walking component and a second driven walking component along the length of the transverse load-bearing beam, achieving two-dimensional spatial coverage. A retraction component, in conjunction with a steering component and a position adjustment component, adjusts the vertical height of the vibratory compactor, enabling three-dimensional spatial adjustment. This allows for precise positioning of the vibratory compactor in densely reinforced areas, formwork corners, and other hard-to-reach locations, adapting to the vibration needs of different work areas, reducing manual intervention, and improving construction efficiency.

[0006] To achieve the above objectives, according to one aspect of the present invention, a suspended remote-controlled vibratory compaction device is provided, comprising a transverse load-bearing beam, a longitudinal load-bearing beam, a first active walking assembly, a first driven walking assembly, a second active walking assembly, a second driven walking assembly, a steering assembly, a retraction assembly, a position adjustment assembly, a vibratory rod, an elastic rope, and a PLC control system; wherein... There are two longitudinal load-bearing beams, which are fixedly installed parallel to each other at the bottom of the tower building machine's mounting frame. One longitudinal load-bearing beam has a first active walking component at its bottom, and the other longitudinal load-bearing beam has a first passive walking component at its bottom. A transverse load-bearing beam is fixedly installed at the bottom of the first active walking component and the first passive walking component. A shrinkage component is fixedly installed at the bottom of one end of the transverse load-bearing beam, and a second active walking component and a second passive walking component are also provided at the bottom of the beam. A steering component is fixedly installed at the bottom of the second passive walking component, and a position adjustment component is fixedly installed at the bottom of the second active walking component. An elastic rope is hooked onto the position adjustment component. A vibrating rod is fixed at one end of the elastic rope, and the other end passes through the steering component and is wrapped around the shrinkage component. The PLC control system is used to control the actions of the first active walking component, the second active walking component, the retraction component, and the position adjustment component. The PLC control system can control the first active walking component and the first driven walking component to move along the length of the longitudinal load-bearing beam, and the second active walking component and the second driven walking component to move along the length of the transverse load-bearing beam, to achieve two-dimensional spatial coverage. The vertical height of the vibrator is adjusted by the retraction component in conjunction with the steering component and the position adjustment component, to achieve three-dimensional spatial adjustment of the vibrator.

[0007] Furthermore, both the transverse and longitudinal load-bearing beams adopt an I-shaped cross-section. A first anti-collision buffer block is fixedly installed at the end of the transverse load-bearing beam away from the longitudinal load-bearing beam, and a second anti-collision buffer block is fixedly installed at both ends of the longitudinal load-bearing beam.

[0008] Furthermore, the first active walking component includes a first U-shaped plate, a first roller and a first gear, a first walking motor and a second gear. Two first rollers are rotatably connected to the inner sides of the two side plates of the first U-shaped plate, and the two first rollers are slidably disposed on the top of the lower flange plates on both sides of the I-shaped longitudinal load-bearing beam. The two first rollers on one side of the first U-shaped plate are coaxially fixedly connected to the first gear, and a second gear meshes between the two first gears. The second gear is fixedly connected to the output end of the first walking motor, and the first walking motor is fixedly installed on the outer side of the side wall of the first U-shaped plate. The first driven walking component includes a second U-shaped plate and a second roller. Two second rollers are rotatably connected to the inner sides of the two side plates of the second U-shaped plate, and the two second rollers are slidably disposed on the top of the lower flange plates on both sides of the I-shaped longitudinal load-bearing beam.

[0009] Furthermore, the second active walking assembly includes a third U-shaped plate, a third roller and a third gear, a second walking motor and a fourth gear; wherein, two third rollers are rotatably connected to the inner sides of the two side plates of the third U-shaped plate, and the two third rollers are slidably disposed on the top of the lower flange plates on both sides of the I-shaped transverse load-bearing beam; a third gear is coaxially fixedly connected to the two third rollers on one side of the third U-shaped plate; a fourth gear meshes between the two third gears; the fourth gear is fixedly connected to the output end of the second walking motor; and the second walking motor is fixedly installed on the outer side of the side wall of the third U-shaped plate. The second driven walking component includes a fourth U-shaped plate and a fourth roller. Two fourth rollers are rotatably connected to the inner sides of the two side plates of the fourth U-shaped plate, and the two fourth rollers are slidably disposed on the top of the lower flange plates on both sides of the I-shaped transverse load-bearing beam.

[0010] Furthermore, a connecting rod is fixedly connected between the third U-shaped plate and the fourth U-shaped plate.

[0011] Furthermore, the steering assembly includes a fixed plate, a first steering wheel, and a second steering wheel. The fixed plate is fixedly installed on the bottom of the fourth U-shaped plate. The fixed plate is U-shaped, and the first steering wheel and the second steering wheel are rotatably connected between its two side walls. The position of the first steering wheel is higher than that of the second steering wheel.

[0012] Furthermore, the shrinkage assembly includes a fixed plate, a rotating motor, a reel, and a drum. The fixed plate is fixedly installed at the bottom of the transverse load-bearing beam end near the mounting frame of the tower-building machine. A reel is rotatably connected between its side walls. One end of the reel is fixedly connected to the rotating motor, and a drum is fixedly sleeved on the outer side wall of the reel. An elastic pull rope is wound around the outside of the drum.

[0013] Furthermore, the position adjustment assembly includes a winch, a wire rope, and a hoist hook. The winch is fixedly installed at the bottom of the third U-shaped plate. The winch drum is wound with a wire rope. The other end of the wire rope passes through the hoist hook and is fixedly installed on the outer side wall of the winch. The hook at the lower end of the hoist hook is hooked onto an elastic pull rope and is fixedly connected to the elastic pull rope.

[0014] Furthermore, the vibrating device also includes a monitoring component, which includes a wind speed sensor located at the top of the transverse load-bearing beam, high-definition cameras located at the top of both ends of the transverse and longitudinal load-bearing beams, a tension sensor embedded in the elastic rope, and a stroke sensor and a pressure sensor located at the top and bottom of the vibrating rod. The wind speed sensor, high-definition camera, tension sensor, stroke sensor, and pressure sensor are all wirelessly connected to the PLC control system to realize real-time transmission of monitoring data.

[0015] According to a second aspect of the present invention, a suspended remote-controlled vibration method is provided, implemented using the aforementioned suspended remote-controlled vibration device, comprising the following steps: S100: The vibratory device is fixedly installed at the bottom of the tower building machine's mounting frame. The first and second travel motors are controlled by the PLC control system to move the vibratory rod to the position to be vibrated. S200: The PLC control system controls the rotation of the rotating motor to drive the elastic rope to lower, and at the same time sends a lowering command to the winch to drive the wire rope to release synchronously, so that the vibrator rod descends vertically to the preset depth position of the concrete to be vibrated. S300: After the vibration operation at this work position is completed, the PLC control system sends a recovery command to the winch to drive the wire rope to rewind and adjust the vibrator to a new preset vibration height, and controls the vibrator to continue to perform vibration operation at this height. S400: After all the work in the preset vibration areas is completed, the PLC control system sends a recovery command to the winch to drive the wire rope to be fully wound up; at the same time, it sends a reverse rotation command to the rotating motor to drive the drum to wind up and recover the elastic rope, so that the vibrator is synchronously raised to the preset safe stopping height.

[0016] In summary, compared with the prior art, the above-described technical solutions conceived by this invention can achieve the following beneficial effects: 1. The present invention provides a suspended remote-controlled vibratory compaction device, which controls a first active walking component and a first passive walking component to move along the length of the longitudinal load-bearing beam, and a second active walking component and a second passive walking component to move along the length of the transverse load-bearing beam, through a PLC control system, to achieve two-dimensional spatial coverage. The vertical height of the vibratory compaction rod is adjusted by a shrinking component in conjunction with a steering component and a position adjustment component, thereby achieving three-dimensional spatial adjustment of the vibratory compaction rod. It can accurately position the vibratory compaction rod to areas that are difficult to reach manually, such as areas with dense reinforcement and corners of formwork, adapting to the vibration needs of different work areas, reducing manual intervention, and improving construction efficiency.

[0017] 2. The present invention provides a suspended remote-controlled vibratory compaction device, in which a stroke sensor is linked with a PLC control system to monitor the insertion depth of the vibratory rod in real time and automatically trigger a stop command when the preset threshold is reached, thereby avoiding concrete structure delamination or steel bar disturbance caused by excessively deep vibration. The pressure sensor collects end pressure data in real time and automatically reduces the insertion speed when encountering obstacles such as steel bars, thereby reducing equipment wear. Through the dual mechanism of "depth closed-loop control + pressure adaptive adjustment", both construction quality and equipment life are guaranteed.

[0018] 3. The suspended remote-controlled vibratory compaction device of the present invention monitors the equipment operating parameters and environmental status in real time through the linkage of monitoring components and alarm units, responds to abnormal signals in a graded manner, and reduces the risk of failure and ensures operational safety through audible and visual alarms and data tracing via remote control terminal.

[0019] 4. The suspended remote-controlled vibration device of the present invention reduces ineffective energy consumption and equipment idling through dynamic parameter adjustment of the PLC control system. The precise control of vibration depth and duration ensures uniform concrete density, avoids quality defects caused by human operation errors, and significantly improves construction standardization and project quality. Attached Figure Description

[0020] Figure 1 This is a schematic diagram of the structure of a suspended remote-controlled vibratory compaction device according to an embodiment of the present invention; Figure 2 This is a cross-sectional view of the first or second active walking component of a suspended remote-controlled vibrating device according to an embodiment of the present invention. Figure 3 This is an elevation view of the first or second active walking component of a suspended remote-controlled vibrating device according to an embodiment of the present invention. Figure 4 This is a cross-sectional view of the first driven walking component or the second driven walking component of a suspended remote-controlled vibrating device according to an embodiment of the present invention. Figure 5This is an elevation view of the first driven walking component or the second driven walking component of a suspended remote-controlled vibrating device according to an embodiment of the present invention. Figure 6 This is a cross-sectional view of the steering component of a suspended remote-controlled vibratory compaction device according to an embodiment of the present invention; Figure 7 This is an elevation view of the steering assembly of a suspended remote-controlled vibratory compaction device according to an embodiment of the present invention; Figure 8 This is an elevation view of the shrinkage component of a suspended remote-controlled vibratory compaction device according to an embodiment of the present invention; Figure 9 This is a structural diagram of a position adjustment component of a suspended remote-controlled vibratory compaction device according to an embodiment of the present invention; Figure 10 This is a schematic flowchart of a suspended remote-controlled vibration method according to an embodiment of the present invention.

[0021] In all the accompanying drawings, the same reference numerals denote the same technical features, specifically: 1-transverse load-bearing beam, 101-first anti-collision buffer block, 2-longitudinal load-bearing beam, 201-second anti-collision buffer block, 3-first active walking assembly, 301-first U-shaped plate, 302-first roller, 303-first gear, 304-first walking motor, 305-second gear, 4-first driven walking assembly, 401-second U-shaped plate, 402-second roller, 5-second active walking assembly, 501-third U-shaped plate, 502-third roller, 503-first... 504-Second traveling motor, 505-Fourth gear, 6-Second driven traveling assembly, 601-Fourth U-shaped plate, 602-Fourth roller, 7-Steering assembly, 701-Fixing plate, 702-First steering wheel, 703-Second steering wheel, 8-Retraction assembly, 801-Fixing plate, 802-Rotating motor, 803-Shaft, 804-Drum, 9-Position adjustment assembly, 901-Winder, 902-Wire rope, 903-Hoist hook, 10-Vibrating rod, 11-Elastic rope, 12-Connecting rod, 13-High-definition camera. Detailed Implementation

[0022] To make the objectives, technical solutions, and advantages of this invention clearer, the invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative and not intended to limit the invention. Furthermore, the technical features involved in the various embodiments of this invention described below can be combined with each other as long as they do not conflict with each other.

[0023] It should be noted that if the embodiments of the present invention involve directional indicators (such as up, down, left, right, front, back, etc.), the directional indicators are only used to explain the relative positional relationship and movement of the components in a certain specific posture (as shown in the figure). If the specific posture changes, the directional indicators will also change accordingly.

[0024] Furthermore, if the embodiments of this invention involve descriptions such as "first" or "second," these descriptions are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. If the combination of technical solutions is contradictory or impossible to implement, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this invention.

[0025] In this patent, the terms "comprising," "including," or any other variations thereof are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising..." does not exclude the presence of additional identical elements in the process, method, article, or apparatus that includes said element.

[0026] Example 1 like Figure 1-9As shown, this embodiment of the invention provides a suspended remote-controlled vibratory compaction device, including a transverse load-bearing beam 1, a longitudinal load-bearing beam 2, a first active walking component 3, a first driven walking component 4, a second active walking component 5, a second driven walking component 6, a steering component 7, a retraction component 8, a position adjustment component 9, a vibratory rod 10, an elastic rope 11, and a PLC control system; wherein, there are two longitudinal load-bearing beams 2, which are fixedly installed parallel to each other at the bottom of the mounting frame of the tower-building machine, one longitudinal load-bearing beam 2 has the first active walking component 3 at its bottom, and the other longitudinal load-bearing beam 2 has the first driven walking component 4 at its bottom, the first active walking component 3 and the first driven walking component 4 are... 4. A transverse load-bearing beam 1 is fixedly installed at the bottom. A retraction component 8 is fixedly installed at one end of the transverse load-bearing beam 1. A second active walking component 5 and a second passive walking component 6 are also provided at the bottom of the beam. A steering component 7 is fixedly installed at the bottom of the second passive walking component 6. A position adjustment component 9 is fixedly installed at the bottom of the second active walking component 5. An elastic pull rope 11 is hooked on the position adjustment component 9. A vibrating rod 10 is fixed at one end of the elastic pull rope 11, and the other end passes through the steering component and is wrapped around the retraction component 8. The PLC control system is used to control the movement of the first active walking component 3, the second active walking component 5, the retraction component 8 and the position adjustment component 9. This invention, through a PLC control system, can control the movement of the first active walking component 3 and the first passive walking component 4 along the length of the longitudinal load-bearing beam 2, and the movement of the second active walking component 5 and the second passive walking component 6 along the length of the transverse load-bearing beam 1, achieving two-dimensional spatial coverage. The vertical height of the vibrator 10 is adjusted by the retraction component 8 in conjunction with the steering component 7 and the position adjustment component 9, achieving three-dimensional spatial adjustment of the vibrator 10. This allows for precise positioning to areas with dense reinforcement, corners of formwork, and other locations difficult for humans to access. Furthermore, it enables unmanned operation, reducing the risk of high-altitude work for construction personnel. The rigid frame formed by the longitudinal and transverse load-bearing beams 2 and 1, along with the symmetrical arrangement of the active and passive walking components, ensures balance and vibration stability during device movement. The elastic buffer design of the elastic rope 11 absorbs the vibration reaction force, reducing the impact on the device and extending its lifespan.

[0027] Furthermore, both the transverse load-bearing beam 1 and the longitudinal load-bearing beam 2 adopt an I-shaped cross section. A first anti-collision buffer block 101 is fixedly installed at the end of the transverse load-bearing beam 1 away from the longitudinal load-bearing beam 2 to limit the displacement boundary of the second active walking component 5 and prevent it from detaching from the transverse load-bearing beam 1. A second anti-collision buffer block 201 is fixedly installed at both ends of the longitudinal load-bearing beam 2 to limit the displacement boundary of the first active walking component 3 and the first driven walking component 4 and prevent them from detaching from the longitudinal load-bearing beam 2.

[0028] Furthermore, the first active walking component 3 includes a first U-shaped plate 301, first rollers 302, a first gear 303, a first walking motor 304, and a second gear 305. Two first rollers 302 are rotatably connected to the inner sides of both sides of the first U-shaped plate 301, and the two first rollers 302 are slidably mounted on the top of the lower flange plates on both sides of the I-shaped longitudinal load-bearing beam 2. A first gear 303 is coaxially fixedly connected to each of the two first rollers 302 on one side of the first U-shaped plate 301. A second gear 305 meshes between the two first gears 303. The second gear 305 is fixedly connected to the output end of the first walking motor 304, and the first walking motor 304 is fixedly installed on the outer side of the sidewall of the first U-shaped plate 301. Through the meshing transmission of the first gear 303 and the second gear 305, the power of the first walking motor 304 can be efficiently and stably transmitted to the first rollers 302. The characteristics of gear transmission ensure accurate transmission ratio, high efficiency, and compact structure, guaranteeing stable power output. Secondly, the two first rollers 302, which are rotatably connected to the inner sides of the two side plates of the first U-shaped plate 301, are symmetrically slidably disposed on the top of the lower flange plates on both sides of the I-shaped longitudinal load-bearing beam 2. This layout makes the force on the component balanced when it moves, reduces swaying, and ensures the smooth and reliable movement.

[0029] Furthermore, the first driven walking component 4 includes a second U-shaped plate 401 and a second roller 402. Two second rollers 402 are rotatably connected to the inner sides of the two side plates of the second U-shaped plate 401, and the two second rollers 402 are slidably disposed on the top of the lower flange plates on both sides of the I-shaped longitudinal load-bearing beam 2. The following movement is achieved by the rolling of the second rollers 402 on the top of the lower flange plates, ensuring the stability during the walking process.

[0030] Furthermore, the bottom of the first U-shaped plate 301 and the second U-shaped plate 401 are fixedly installed on the top of the transverse load-bearing beam 1.

[0031] Further, the second active walking component 5 includes a third U-shaped plate 501, a third roller 502, a third gear 503, a second walking motor 504, and a fourth gear 505; wherein, two third rollers 502 are rotatably connected to the inner sides of the two side plates of the third U-shaped plate 501, and the two third rollers 502 are slidably disposed on the top of the lower flange plates on both sides of the I-shaped transverse load-bearing beam 1; a third gear 503 is coaxially fixedly connected to the two third rollers 502 on one side of the third U-shaped plate 501; a fourth gear 505 meshes between the two third gears 503; the fourth gear 505 is fixedly connected to the output end of the second walking motor 504; and the second walking motor 504 is fixedly installed on the outer side of the side wall of the third U-shaped plate 501. Through the meshing transmission of the third gear 503 and the fourth gear 505, the power of the second walking motor 504 can be efficiently and stably transmitted to the third roller 502. The characteristics of gear transmission ensure that the transmission ratio is accurate, the efficiency is high and the structure is compact, ensuring stable power output. Secondly, the two third rollers 502, which are rotatably connected to the inner sides of the two side plates of the third U-shaped plate 501, are symmetrically slidably set on the top of the lower flange plates on both sides of the I-shaped transverse load-bearing beam 1. This layout makes the force on the component balanced when it walks, reduces swaying, and ensures the smooth and reliable walking.

[0032] Furthermore, the second driven walking component 6 includes a fourth U-shaped plate 601 and a fourth roller 602. Two fourth rollers 602 are rotatably connected to the inner sides of the two side plates of the fourth U-shaped plate 601, and the two fourth rollers 602 are slidably disposed on the top of the lower flange plates on both sides of the I-shaped transverse load-bearing beam 1. The following movement is achieved by the rolling of the fourth rollers 602 on the top of the lower flange plates, ensuring the stability during the walking process.

[0033] Furthermore, a connecting rod 12 is fixed between the third U-shaped plate 501 and the fourth U-shaped plate 601. The connecting rod 12 enables the linkage connection between the second active walking component 5 and the second passive walking component 6, so that the second passive walking component 6 can move synchronously with the second active walking component 5 along the length direction of the transverse load-bearing beam 1.

[0034] Furthermore, the steering assembly 7 includes a fixing plate 701, a first steering wheel 702, and a second steering wheel 703. The fixing plate 701 is fixedly installed on the bottom of the fourth U-shaped plate 601. The fixing plate 701 is U-shaped, and the first steering wheel 702 and the second steering wheel 703 are rotatably connected between its two side walls. The position of the first steering wheel 702 is higher than that of the second steering wheel 703. By adopting the double steering wheels with staggered heights, not only can the flexibility of steering operation be guaranteed, but the direction of the elastic pull rope 11 can also be reversed and adjusted, so that the elastic pull rope 11 can be stably connected with the retraction assembly 8, thereby optimizing the force transmission path between components and improving the overall collaborative working efficiency of the structure.

[0035] Furthermore, the shrinking assembly 8 includes a fixed plate 801, a rotating motor 802, a reel 803, and a drum 804. The fixed plate 801 is fixedly installed at the bottom of the end of the transverse load-bearing beam 1 near the mounting frame of the tower-building machine. The reel 803 is rotatably connected between its side walls. One end of the reel 803 is fixedly connected to the rotating motor 802, and the drum 804 is fixedly sleeved on the outer side wall of the reel 803. An elastic pull rope 11 is wound around the outside of the drum 804. By using the rotating motor 802 to drive the reel 803 and the drum 804 to rotate synchronously, the operation of winding and unwinding the elastic pull rope 11 wound on the drum can be realized.

[0036] Furthermore, the position adjustment component 9 includes a winch 901, a wire rope 902, and a hoist hook 903. The winch 901 is fixedly installed at the bottom of the third U-shaped plate 501. The drum of the winch 901 is wound with the wire rope 902. The other end of the wire rope 902 passes through the hoist hook 903 and is fixedly installed on the outer side wall of the winch 901. The hook at the lower end of the hoist hook 903 is hooked onto the elastic pull rope 11 and is fixedly connected to the elastic pull rope 11. During operation, the winch 901 drives the drum to rotate forward and backward to realize the winding and unwinding operation of the wire rope 902, which drives the elastic pull rope 11 and the vibrator 10 hanging at its lower end to rise and fall vertically, thereby flexibly adjusting the working height of the vibrator 10 to adapt to the vibration depth requirements under different working conditions and improve the operational adaptability of the equipment.

[0037] Furthermore, the vibrating device also includes a monitoring component and a remote control terminal. Both the monitoring component and the remote control terminal are wirelessly connected to the PLC control system. The monitoring component includes a wind speed sensor located at the top of the transverse load-bearing beam 1, high-definition cameras 13 located at the top of both ends of the transverse load-bearing beam 1 and the longitudinal load-bearing beam 2, a tension sensor embedded in the elastic rope 11, and a stroke sensor and a pressure sensor located at the top and bottom of the vibrating rod. The wind speed sensor, high-definition camera 13, tension sensor, stroke sensor, and pressure sensor are all wirelessly connected to the PLC control system to realize real-time transmission of monitoring data. Among them, the wind speed sensor is used to collect environmental wind speed parameters in real time. When the wind speed reaches or exceeds level 6, it will trigger the PLC control system to automatically output a work stop command, ensuring the stability of high-altitude operations by locking the equipment's operating status. The high-definition camera 13 is coated with an anti-fog coating and has night vision capabilities, maintaining clear imaging in humid, dusty, and low-light environments. The images it collects are transmitted in real time to the remote control terminal via a wireless module, allowing operators to observe the work area 360° without blind spots, effectively avoiding the risk of collisions in blind spots. The tension sensor dynamically collects the tension data of the elastic rope 11 and uploads it to the PLC control system, indirectly reflecting the real-time suspension status of the vibrator 10. When the vibrator 10 is in a normal suspension posture, the tension value remains stable. If tilting, jamming, or suspension issues occur, the sensor will detect the tension. In case of abnormal conditions such as displacement, the tension value will exhibit regular fluctuations or sudden changes. The stroke sensor is used to collect the vertical displacement of the vibrator in real time and convert the displacement into an electrical signal, which is then transmitted to the PLC control system. When the depth reaches the preset threshold, the PLC control system sends a stop command to the winch 901, controlling the wire rope 902 to stop lowering, precisely limiting the insertion depth, avoiding uneven concrete compaction or rebar displacement caused by excessively deep vibration, and ensuring construction quality. The pressure sensor is used to collect the pressure data at the bottom end of the vibrator in real time and convert it into an electrical signal, which is then transmitted to the PLC control system. When it touches rigid obstacles such as rebar, the pressure value exceeds the preset concrete resistance threshold. The PLC control system controls the downward speed of the winch 901 to reduce the hard impact between the vibrator 10 and the rebar, reducing wear and extending equipment life. This monitoring component, by combining tension monitoring with equipment condition perception, provides operators with intuitive status judgment, facilitating timely detection of abnormal vibrator suspension. Combined with wind speed warning and panoramic visual monitoring, it constructs a comprehensive operational safety protection system. Furthermore, the remote control terminal is the core of the human-machine interface and remote control of the vibratory compaction device. It can remotely send commands for motor start / stop and vibratory rod raising / lowering, and supports real-time adjustment of construction parameters such as vibration depth threshold and wind speed safety level. These parameters are encrypted and stored in the PLC system. The remote control terminal can receive equipment operating data (such as insertion depth and tension value) and environmental parameters (such as camera images) in real time, displaying them intuitively in a graphical interface to help operators understand the working conditions. When the system triggers abnormal signals (such as excessive wind speed or motor overload), the terminal will indicate the fault type through audible and visual alarms and text pop-ups, and also supports emergency operations such as one-button emergency stop.

[0038] Furthermore, the PLC control system includes a central control unit, a data processing unit, an alarm unit, and a storage unit. The PLC control system is wirelessly connected to the first travel motor 304, the second travel motor 504, the rotary motor 802, and the winch 901. Through the PLC control system, it can control the forward and reverse rotation, start and stop, and speed adjustment of the first travel motor 304, the second travel motor 504, the rotary motor 802, and the winch 901. The central control unit is the core control hub of the entire system. It mainly receives and parses operation commands from the remote control terminal and real-time status data transmitted by the monitoring components. After receiving this information, the central control unit performs calculations according to preset control logic and then outputs specific control signals to the first travel motor 304, the second travel motor 504, the rotary motor 802, and the winch 901 to coordinate the timing and operating parameters of each component, ensuring that the equipment can perform operations according to the preset program. Simultaneously, it also undertakes the data distribution and scheduling functions between units, maintaining the continuity and coordination of the overall system operation. The data processing unit mainly receives, converts, and analyzes various types of data collected by the monitoring components. The raw data is compared with preset thresholds to generate a judgment result on the equipment's operating status, which is then fed back to the central control unit in real time, providing strong data support for the central control unit's control decisions. In addition, this unit can perform statistical analysis on historical operating data to generate equipment condition reports. The alarm unit is activated based on the anomaly judgment result output by the data processing unit or direct commands from the central control unit. When equipment operating parameters are detected to exceed safety thresholds, the alarm unit will issue an immediate warning via audible and visual alarm devices (such as warning lights and buzzers) to alert operators to the abnormal situation. Simultaneously, it will also report the alarm status to the central control unit, triggering corresponding safety protection mechanisms to prevent further escalation of the fault. The storage unit is used to persistently store various data required for system operation, including preset control programs, equipment parameters, historical operating records, and real-time acquired monitoring data. Even after a power outage, the storage unit retains the data, facilitating subsequent data retrieval, fault tracing, and system debugging.

[0039] Example 2 Combination Figure 1-9 ,like Figure 10 As shown, this invention provides a suspended remote-controlled vibration method, implemented using the aforementioned suspended remote-controlled vibration device. The specific steps are as follows: S100: The vibratory device is fixedly installed at the bottom of the tower building machine's mounting frame. The first travel motor 304 and the second travel motor 504 are controlled by the PLC control system to move the vibratory rod 10 to the position to be vibrated. S200: The PLC control system controls the rotation of the rotating motor 802 to drive the elastic rope 11 to be lowered. At the same time, it sends a lowering command to the winch 901 to drive the wire rope 902 to be released synchronously, so that the vibrator 10 is lowered vertically to the preset depth position of the concrete to be vibrated. During this process, the stroke sensor collects the displacement data of the vibratory rod in real time and transmits it to the data processing unit. The data processing unit converts the displacement data into an insertion depth value and feeds it back to the central control unit in real time. When the stroke sensor detects that the insertion depth of the vibratory rod reaches the preset vibration depth threshold, the stroke sensor sends a trigger signal to the central control unit. The central control unit immediately sends a stop lowering command to the winch and controls the vibratory rod to maintain the vibration operation at that depth until the preset vibration duration.

[0040] The pressure sensor synchronously collects pressure data at the end of the vibrating rod. When the pressure data exceeds the pressure safety threshold, the data processing unit outputs a deceleration signal to the central control unit. The central control unit drives the winch to reduce the lowering speed until the pressure data returns to the safe range, after which the speed increases back to normal.

[0041] S300: When the vibration operation at this work position is completed, the PLC control system sends a recovery command to the winch 901 to drive the wire rope 902 to rewind and drive the vibrator 10 to adjust to a new preset vibration height, and control the vibrator 10 to continue to perform vibration operation at this height. S400: When all the work in the preset vibration areas is completed, the PLC control system sends a recovery command to the winch 901 to drive the wire rope 902 to be fully wound up; at the same time, it sends a reverse rotation command to the rotating motor 802 to drive the drum 804 to wind up to recover the elastic rope 11, so that the vibrator 10 is synchronously raised to the preset safe stopping height.

[0042] Furthermore, during the vibration operation, if the monitoring components detect abnormal signals, such as abnormal fluctuations in depth data from the travel sensor, pressure values ​​continuously exceeding safety thresholds from the pressure sensor, or wind speed values ​​exceeding preset levels from the wind speed sensor, the monitoring components will transmit the abnormal signals to the data processing unit of the PLC control system in real time. The data processing unit will analyze the type, amplitude, and duration of the abnormal signals and synchronously feed this result back to the central control unit. Then, the central control unit will execute the corresponding control strategy based on the type of abnormality. If the pressure value exceeds the threshold, the central control unit will send a speed reduction command to the winch and simultaneously push a prompt message to the operator via the remote control terminal, while the equipment remains operational. If the depth data fluctuation exceeds the allowable range, the winch will be driven to pause the lowering of the vibrating rod, and the travel motor will be controlled to stop displacement. Operation will automatically resume after the abnormality is resolved. If the wind speed exceeds the limit, the vibration operation will be immediately suspended. After the abnormality is resolved, the operator sends a reset command via the remote control terminal. The central control unit will perform a self-check of the status of each component, and after confirming that there are no problems, it will restore the operation to the state before the abnormality occurred.

[0043] Those skilled in the art will readily understand that the above description is merely a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention should be included within the scope of protection of the present invention.

Claims

1. A suspended remote-controlled vibratory compaction device, characterized in that, It includes a transverse load-bearing beam (1), a longitudinal load-bearing beam (2), a first active walking assembly (3), a first driven walking assembly (4), a second active walking assembly (5), a second driven walking assembly (6), a steering assembly (7), a retraction assembly (8), a position adjustment assembly (9), a vibrating rod (10), an elastic rope (11), and a PLC control system; among which, There are two longitudinal load-bearing beams (2), which are fixedly installed at the bottom of the tower building machine's mounting frame in parallel with each other. One of the longitudinal load-bearing beams (2) has a first active walking component (3) at its bottom, and the other longitudinal load-bearing beam (2) has a first passive walking component (4) at its bottom. The first active walking component (3) and the first passive walking component (4) have a transverse load-bearing beam (1) fixedly installed at their bottoms. A shrinkage assembly (8) is fixedly installed at the bottom of one end of the transverse load-bearing beam (1), and a second active walking assembly (5) and a second passive walking assembly (6) are also provided at the bottom of the beam. A steering assembly (7) is fixedly installed at the bottom of the second passive walking assembly (6), and a position adjustment assembly (9) is fixedly installed at the bottom of the second active walking assembly (5). An elastic pull rope (11) is hooked on the position adjustment assembly (9). A vibrating rod (10) is fixed at one end of the elastic pull rope (11), and the other end passes through the steering assembly and is wrapped around the shrinkage assembly (8). The PLC control system is used to control the movements of the first active walking component (3), the second active walking component (5), the retraction component (8), and the position adjustment component (9). The PLC control system can control the first active walking component (3) and the first driven walking component (4) to move along the length direction of the longitudinal load-bearing beam (2), and the second active walking component (5) and the second driven walking component (6) to move along the length direction of the transverse load-bearing beam (1), thereby achieving two-dimensional spatial coverage. The vertical height of the vibrating rod (10) can be adjusted by the retraction component (8) in conjunction with the steering component (7) and the position adjustment component (9), thereby achieving three-dimensional spatial adjustment of the vibrating rod (10). The second active walking component (5) includes a third U-shaped plate (501), a third roller (502), a third gear (503), a second walking motor (504), and a fourth gear (505); wherein, two third rollers (502) are rotatably connected to the inner sides of the two side plates of the third U-shaped plate (501), and the two third rollers (502) are slidably disposed on the top of the lower flange plates on both sides of the I-shaped transverse load-bearing beam (1), and the two third rollers (502) on one side of the third U-shaped plate (501) are coaxially fixedly connected to the third gear (503), and the four gears (505) mesh between the two third gears (503). The four gears (505) are fixedly connected to the output end of the second walking motor (504), and the second walking motor (504) is fixedly installed on the outer side of the side wall of the third U-shaped plate (501); The second driven walking component (6) includes a fourth U-shaped plate (601) and a fourth roller (602). The inner sides of the two sides of the fourth U-shaped plate (601) are respectively rotatably connected to two fourth rollers (602), and the two fourth rollers (602) are slidably disposed on the top of the lower flange plates on both sides of the I-shaped transverse load-bearing beam (1). The steering assembly (7) includes a fixed plate (701), a first steering wheel (702), and a second steering wheel (703). The fixed plate (701) is fixedly installed on the bottom of the fourth U-shaped plate (601). The fixed plate (701) is U-shaped, and the first steering wheel (702) and the second steering wheel (703) are rotatably connected between its two side walls. The position of the first steering wheel (702) is higher than that of the second steering wheel (703). The position adjustment assembly (9) includes a winch (901), a wire rope (902), and a hoist hook (903). The winch (901) is fixedly installed at the bottom of the third U-shaped plate (501). The drum of the winch (901) is wound with the wire rope (902). The other end of the wire rope (902) passes through the hoist hook (903) and is fixedly installed on the outer wall of the winch (901). The hook at the lower end of the hoist hook (903) is hooked on the elastic pull rope (11) and is fixedly connected to the elastic pull rope (11).

2. The suspended remote-controlled vibratory compaction device according to claim 1, characterized in that, Both the transverse load-bearing beam (1) and the longitudinal load-bearing beam (2) adopt an I-shaped cross section. The transverse load-bearing beam (1) is fixedly installed with a first anti-collision buffer block (101) at one end away from the longitudinal load-bearing beam (2), and the longitudinal load-bearing beam (2) is fixedly installed with a second anti-collision buffer block (201) at both ends.

3. The suspended remote-controlled vibratory compaction device according to claim 1, characterized in that, The first active walking component (3) includes a first U-shaped plate (301), a first roller (302), a first gear (303), a first walking motor (304), and a second gear (305). Two first rollers (302) are rotatably connected to the inner sides of the two side plates of the first U-shaped plate (301), and the two first rollers (302) are slidably disposed on the top of the lower flange plates on both sides of the I-shaped longitudinal load-bearing beam (2). The first gear (303) is coaxially fixedly connected to the two first rollers (302) on one side of the first U-shaped plate (301). The second gear (305) meshes between the two first gears (303). The second gear (305) is fixedly connected to the output end of the first walking motor (304), and the first walking motor (304) is fixedly installed on the outer side of the side wall of the first U-shaped plate (301). The first driven walking component (4) includes a second U-shaped plate (401) and a second roller (402). The inner sides of the two sides of the second U-shaped plate (401) are respectively rotatably connected to two second rollers (402), and the two second rollers (402) are slidably disposed on the top of the lower flange plate on both sides of the I-shaped longitudinal load-bearing beam (2).

4. A suspended remote-controlled vibratory compaction device according to claim 1, characterized in that, A connecting rod (12) is fixedly connected between the third U-shaped plate (501) and the fourth U-shaped plate (601).

5. A suspended remote-controlled vibratory compaction device according to claim 1, characterized in that, The shrinking assembly (8) includes a fixed plate (801), a rotating motor (802), a reel (803), and a drum (804). The fixed plate (801) is fixedly installed at the bottom of the end of the transverse load-bearing beam (1) near the mounting frame of the tower-building machine. The reel (803) is rotatably connected between its side walls. One end of the reel (803) is fixedly connected to the rotating motor (802), and the drum (804) is fixedly sleeved on the outer side wall of the reel (803). An elastic pull rope (11) is wound around the outside of the drum (804).

6. A suspended remote-controlled vibratory compaction device according to any one of claims 1-5, characterized in that, The vibrating device also includes a monitoring component, which includes a wind speed sensor on the top of the transverse load-bearing beam (1), a high-definition camera (13) on the top of both ends of the transverse load-bearing beam (1) and the longitudinal load-bearing beam (2), a tension sensor embedded in the elastic rope (11), and a stroke sensor and a pressure sensor on the top and bottom of the vibrating rod. The wind speed sensor, the high-definition camera (13), the tension sensor, the stroke sensor and the pressure sensor are all wirelessly connected to the PLC control system to realize the real-time transmission of monitoring data.

7. A suspended remote-controlled vibration method, characterized in that, The application of a suspended remote-controlled vibratory compaction device as described in any one of claims 1-6 includes the following steps: S100: The vibrating device is fixedly installed at the bottom of the tower building machine's mounting frame. The first traveling motor (304) and the second traveling motor (504) are controlled by the PLC control system to move the vibrating rod (10) to the position to be vibrated. S200: The PLC control system controls the rotation of the rotating motor (802) to drive the elastic rope (11) to be lowered, and at the same time sends a lowering command to the winch (901) to drive the wire rope (902) to be released synchronously, so that the vibrator (10) descends vertically to the preset depth position of the concrete to be vibrated. S300: When the vibration operation at this work position is completed, the PLC control system sends a recovery command to the winch (901) to drive the wire rope (902) to rewind and drive the vibrator (10) to adjust to the new preset vibration height, and control the vibrator (10) to continue to perform vibration operation at this height. S400: When all the work in the preset vibration areas is completed, the PLC control system sends a recovery command to the winch (901) to drive the wire rope (902) to be fully wound up; at the same time, it sends a reverse rotation command to the rotating motor (802) to drive the drum (804) to wind up to recover the elastic pull rope (11) so that the vibrating rod (10) is synchronously raised to the preset safe stopping height.

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