Intelligent vibration reduction type vibrating equipment and construction method for high-speed railway prefabricated box girder concrete

Abstract

The present invention relates to the technical field of concrete forming, and in particular to an intelligent vibration-damping vibrating device and construction method for high-speed railway prefabricated box girder concrete, which is used to solve the technical problem that the target vibration point and the actual vibration point deviate due to the displacement of the vibrating rod during the vibration process. The equipment includes an overhead crane, on which a vibrating mechanism is connected; a moving seat is installed on the single beam, the vibrating mechanism is connected to a C-shaped frame, the C-shaped frame is clamped on the moving seat, and a shock-absorbing airbag and a rubber block are connected between the C-shaped frame and the moving seat, and the shock-absorbing airbag is located on the upper part of the rubber block; when the vibrating rod of the equipment vibrates during operation, the vibration is transmitted to the C-shaped frame, and the shock-absorbing airbag and the rubber block are used to dampen the truss, so that the vibration of the moving seat is reduced, thereby ensuring the relative position between the moving seat and the single beam, and then the coordinates of the vibrating rod are not affected by the vibration and deviate greatly, thereby avoiding the deviation of the actual vibration point from the target vibration point.

Description

Technical Field

[0001] The invention relates to the technical field of concrete forming, and in particular to an intelligent vibration reduction type vibrating device and a construction method for high-speed railway prefabricated box girder concrete. Background Art

[0002] In the manufacturing process of prefabricated box girders, concrete vibration is a crucial link, which directly affects the density, strength and durability of the box girder.

[0003] In order to ensure the uniformity and efficiency of concrete vibration, special vibration equipment is usually used.

[0004] The vibrating equipment based on the overhead crane realizes the vibration operation on different parts of the precast box girder through the movement of the overhead crane. However, after the target vibration point is selected, the vibrating rod starts to work, but the strong vibration will affect the structural stability of the overhead crane. After the overhead crane is affected, the feedback to the vibrating rod will cause the actual vibration point of the vibrating rod to deviate from the target vibration point. Summary of the invention

[0005] The present invention provides an intelligent vibration reduction type vibrating device and a construction method for high-speed railway prefabricated box girder concrete, so as to solve the technical problem that the target vibration point and the actual vibration point deviate from each other due to the displacement of the vibrating rod due to vibration during the vibration process.

[0006] In order to alleviate the above technical problems, the technical solution provided by the present invention is:

[0007] An intelligent vibration reduction type vibrating device for high-speed railway prefabricated box girder concrete, comprising a crown block, wherein a vibrating mechanism is connected to the crown block via a shock absorbing mechanism;

[0008] The overhead crane comprises a single beam, a moving seat is mounted on the single beam, the shock absorbing mechanism comprises a C-shaped frame, the vibrating mechanism is connected to the C-shaped frame, the C-shaped frame is clamped to the moving seat, a shock absorbing airbag and a rubber block are connected between the C-shaped frame and the moving seat, and the shock absorbing airbag is located on the upper part of the rubber block.

[0009] Furthermore, the shock absorbing mechanism also includes a pipeline, the pipeline is connected to the shock absorbing airbag, a first piston rod is slidably connected in the pipeline, and a tension spring is connected between the bottom of the first piston rod and the shock absorbing airbag.

[0010] Furthermore, the shock absorbing mechanism further comprises a first piston cylinder, the first piston cylinder is connected to the upper part of the C-shaped frame, the pipeline is communicated with the first piston cylinder, a piston plate is slidably connected in the first piston cylinder, and the piston plate is connected to the top of the first piston rod;

[0011] The side of the C-shaped frame is connected to a second piston cylinder, an air pipe is connected between the second piston cylinder and the first piston cylinder, a second piston rod is slidably connected in the second piston cylinder, a counterweight block is connected to the top of the second piston rod, and the inner diameter of the second piston cylinder is smaller than that of the first piston cylinder, so that when the piston plate moves up, the second piston rod drives the counterweight block to move up synchronously and quickly.

[0012] Furthermore, the number of the C-shaped frames is four, and the four C-shaped frames are respectively connected to the four corners of the moving base.

[0013] Furthermore, it also includes a lifting mechanism, which includes a cylinder, an electromagnetic coil is connected to the inner wall of the cylinder, a bracket is connected to the movable seat, an iron rod is connected to the bracket, and the iron rod is inserted into the cylinder. When the counterweight block moves upward, the electromagnetic coil is energized so that the iron rod is subjected to an upward lifting force.

[0014] Furthermore, the lifting mechanism further comprises a fixing frame, the fixing frame is placed on the ground, the top of the cylinder is connected with a slider, and the slider slides on the fixing frame;

[0015] A cross bar is connected to the side wall of the cylinder, and a vertical sliding groove matched with the cross bar is provided on the movable seat.

[0016] Furthermore, the side of the overhead crane is connected to a total station, the bottom is connected to a truss, the middle of the truss is connected to a hydraulic rod, the bottom end of the hydraulic rod is connected to a mounting seat, the lower part of the mounting seat is connected to a mechanical arm and a prism, and the mechanical arm is connected to a vibrating rod.

[0017] Furthermore, an L-shaped frame is connected to the side of the movable seat, the total station is connected to the lower part of the horizontal part of the L-shaped frame, and the truss is connected to the lower part of the movable seat.

[0018] A concrete construction method, which is applied to a high-speed railway prefabricated box girder concrete intelligent vibration reduction type vibrating device, comprises the following steps:

[0019] Adjusting the mechanical arm to an operating position;

[0020] The main control machine acquires and stores concrete rheological data, bubble image data during concrete vibration, and audio data during concrete vibration, filters and sorts the concrete rheological data, bubble image data during concrete vibration, and audio data during concrete vibration, and sends them to a display terminal;

[0021] The concrete rheology data, the bubble image data during concrete vibration, and the audio data during concrete vibration received by the main control machine are processed by the data relay system and transmitted through the 5G communication network;

[0022] The concrete rheology data, bubble image data during concrete vibration, and audio data during concrete vibration received by the host control machine are acquired by the total station and the sensor;

[0023] After the main control computer determines that the concrete rheological data, the bubble image data during the concrete vibration, and the audio data during the concrete vibration are qualified, the main control computer controls the mechanical arm to move to the next vibration position;

[0024] Among them, each time the main control machine vibrates the concrete, it first uses the vibration time determined by the concrete experiment as the basic value of the vibration time, then judges the vibration state based on the mathematical model constructed based on the sensor collected data, and makes a small adjustment on the basic value of the vibration time, automatically starts and stops the vibration and delays the vibration, and sends a start command to the sound and light alarm when the vibration is finished.

[0025] Furthermore, the position adjustment step of the robot arm includes:

[0026] A precision engineering coordinate system is set up on site, a plurality of fixed positions with known coordinates are set up around the site, and the prisms are placed thereon;

[0027] Obtaining commands for executing vibration operations and data collection, and controlling the moving seat to drive the total station and the truss to move to the operating range;

[0028] The total station acquires data of the prism placed on the site and calculates the coordinates of the total station, then the total station collects data of the prism connected to the mounting seat, and calculates the coordinates of the mounting seat according to the calculated coordinates of the total station;

[0029] Controlling the operation of the hydraulic rod according to the position coordinates of the precast beam to adjust the coordinates of the mounting seat until the mechanical arm is deployed after the adjustment is completed;

[0030] The deployment angle of the robotic arm is executed according to the data provided by the system. After the robotic arm is deployed, two-dimensional code image recognition is used to determine again whether the positions of the vibrator and the total station are correct. Otherwise, adjustments are continued.

[0031] The beneficial effects of the present invention are analyzed as follows:

[0032] A high-speed railway prefabricated box girder concrete intelligent vibration reduction type vibrating equipment comprises an overhead crane, on which a vibrating mechanism is connected via a shock absorbing mechanism; the overhead crane comprises a single beam, on which a moving seat is installed, the shock absorbing mechanism comprises a C-shaped frame, the vibrating mechanism is connected to the C-shaped frame, the C-shaped frame is clamped to the moving seat, a shock absorbing airbag and a rubber block are connected between the C-shaped frame and the moving seat, and the shock absorbing airbag is located on the upper part of the rubber block.

[0033] The upper part of the C-shaped frame is connected to the movable seat through a shock-absorbing airbag and the lower part is connected to the movable seat through a rubber block. When the vibrating rod vibrates during operation, the vibration is transmitted to the C-shaped frame. The shock-absorbing airbag and the rubber block reduce the vibration of the truss, thereby ensuring the relative position between the movable seat and the single beam, and further preventing the coordinates of the vibrating rod from being greatly offset by the vibration. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] In order to more clearly illustrate the specific embodiments of the present invention or the technical solutions in the related technologies, the drawings required for use in the specific embodiments or the related technical descriptions will be briefly introduced below. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0035] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0036] Figure 2 It is a structural schematic diagram of the vibrating mechanism of the present invention;

[0037] Figure 3 It is a structural schematic diagram of the shock absorbing mechanism of the present invention;

[0038] Figure 4 It is a structural schematic diagram of the C-shaped frame of the present invention;

[0039] Figure 5 It is a structural schematic diagram of the counterweight block of the present invention;

[0040] Figure 6 It is a structural schematic diagram of the first piston rod of the present invention;

[0041] Figure 7 It is a structural schematic diagram of the second piston rod of the present invention;

[0042] Figure 8 It is a structural schematic diagram of the electromagnetic coil of the present invention;

[0043] Fig. 9 It is a system flow chart of the present invention.

[0044] icon:

[0045] 100, overhead crane; 110, single beam; 120, mobile seat; 130, L-shaped frame; 140, total station; 200, vibrating mechanism; 210, truss; 220, hydraulic rod; 230, mounting seat; 240, mechanical arm; 250, vibrating rod; 260, prism; 300, shock absorbing mechanism; 310, C-shaped frame; 320, shock absorbing airbag; 330, rubber block; 340, first piston cylinder ; 350, pipeline; 360, first piston rod; 370, piston plate; 380, tension spring; 390, fixed seat; 391, second piston cylinder; 392, second piston rod; 393, counterweight; 394, air pipe; 400, lifting mechanism; 410, cylinder; 420, electromagnetic coil; 430, slider; 440, fixed frame; 450, iron rod; 460, bracket; 470, cross bar. DETAILED DESCRIPTION

[0046] The technical solution of the present invention will be clearly and completely described below in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments.

[0047] Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in the field without making any creative work shall fall within the scope of protection of the present invention.

[0048] In the description of the present invention, it should be noted that the terms "center", "up", "down", "left", "right", "vertical", "horizontal", "inside", "outside", etc. indicate directions or positional relationships based on the directions or positional relationships shown in the accompanying drawings. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction. Therefore, they cannot be understood as limitations on the present invention.

[0049] Furthermore, the terms “first”, “second”, and “third” are used for descriptive purposes only and should not be understood as indicating or implying relative importance.

[0050] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected" and "connected" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, and it can be the internal connection of two elements.

[0051] For those skilled in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0052] like Figure 1-Figure 9As shown, an intelligent vibration reduction type vibrating device for prefabricated box girder concrete of high-speed railway includes an overhead crane 100, a total station 140 is connected to the side of the overhead crane 100, a truss 210 is connected to the bottom, a hydraulic rod 220 is connected to the middle of the truss 210, a mounting seat 230 is connected to the bottom end of the hydraulic rod 220, a mechanical arm 240 and a prism 260 are connected to the lower part of the mounting seat 230, and a vibrating rod 250 is connected to the mechanical arm 240.

[0053] The working mechanism of the intelligent vibration reduction type vibrating equipment for high-speed railway prefabricated box beam concrete provided in this embodiment is as follows:

[0054] The crane 100 is a mobile lifting device for the prefabricated beam site. The total station 140 has a self-driving motor. When selecting the total station 140, it is not required to have too high detection accuracy, range, and safety protection level. The selection is mainly based on the equipment measurement stability and cost performance. The total station 140 system has an open port to facilitate secondary software development. The truss 210 is used to fix the hydraulic rod 220. The truss 210 is driven by the crane 100 to move horizontally, and the mechanical arm 240 is driven by the hydraulic rod 220 to move vertically. The crane 100 and the hydraulic rod 220 drive the mechanical arm 240 together. The mechanical arm 240 drives the vibrating rod 250 to move to the working range. After the mechanical arm 240 is unfolded, the working position of the vibrating rod 250 is accurately adjusted. The total station 140 cooperates with the prism 260 to act on the overhead travelling crane 100 and the hydraulic rod 220 to realize the automatic movement of the position of the mechanical arm 240. An angle sensor is installed on the mechanical arm 240 to detect the angle of the mechanical arm 240 and to collect arm length data to accurately realize the positioning of the vibrating rod 250. The vibrating rod 250 on the mechanical arm 240, the total station 140 and various sensors cooperate to realize concrete vibration and detection operations.

[0055] Among the optional methods of this embodiment, the more preferred ones are:

[0056] The overhead travelling crane 100 includes a single beam 110 , on which a moving seat 120 is mounted. An L-shaped frame 130 is connected to the side of the moving seat 120 . A total station 140 is connected to the lower part of the horizontal portion of the L-shaped frame 130 . A truss 210 is connected to the lower part of the moving seat 120 .

[0057] The vibrating mechanism 200 is composed of a truss 210, a hydraulic rod 220, a mounting seat 230, a mechanical arm 240, a vibrating rod 250 and a prism 260. The moving seat 120 moves on the single beam 110, thereby driving the truss 210 to move. The L-shaped frame 130 is connected to the side of the moving seat 120, and the lower part of the horizontal section of the L-shaped frame 130 is connected to the metal plate. The total station 140 is installed on the lower surface of the metal plate, and the truss 210 is connected to the lower part of the moving seat 120, so that the moving seat 120 can drive the total station 140 and the truss 210 to move together.

[0058] Regarding the structure of the shock absorbing mechanism 300, specifically:

[0059] A shock-absorbing mechanism 300 is arranged between the truss 210 and the movable seat 120, and the shock-absorbing mechanism 300 includes a C-shaped frame 310. The truss 210 is connected to the lower part of the C-shaped frame 310, and the C-shaped frame 310 is clamped on the movable seat 120. A shock-absorbing airbag 320 and a rubber block 330 are connected between the C-shaped frame 310 and the movable seat 120, and the shock-absorbing airbag 320 is located at the upper part of the rubber block 330.

[0060] Protrusions are provided on both sides of the movable seat 120, and the C-shaped frame 310 is stuck on the protrusions. The upper part of the C-shaped frame 310 is connected to the movable seat 120 through the shock-absorbing airbag 320 between the protrusions, and the lower part is connected to the movable seat 120 through the rubber block 330. When the vibrating rod 250 generates vibration during operation, the vibration is transmitted to the C-shaped frame 310, and the shock-absorbing airbag 320 and the rubber block 330 are used to reduce the vibration of the truss 210, so that the vibration of the movable seat 120 is reduced, thereby ensuring the relative position between the movable seat 120 and the single beam 110, and further ensuring that the coordinates of the vibrating rod 250 are not affected by the vibration and are greatly offset.

[0061] Among the optional methods of this embodiment, the more preferred ones are:

[0062] The shock absorbing mechanism 300 further includes a pipe 350 , which is connected to the shock absorbing airbag 320 . A first piston rod 360 is slidably connected in the pipe 350 . A tension spring 380 is connected between the bottom of the first piston rod 360 and the shock absorbing airbag 320 .

[0063] When the vibrating rod 250 vibrates vertically, it moves up and down so that it switches between an overweight state and a weightless state. When the vibrating rod 250 is in an overweight state, a downward force is applied to the truss 210, so that the C-shaped frame 310 is pulled down by the truss 210 and compresses the shock-absorbing airbag 320. At this time, the shock-absorbing airbag 320 is compressed, and the gas inside the shock-absorbing airbag 320 is compressed to buffer the vibration. When the gas inside the shock-absorbing airbag 320 is compressed, the first piston rod 360 can be pushed to move the first piston rod 360 upward. At the same time, the tension spring 380 connected to the bottom of the first piston rod 360 is stretched. The elongation of the tension spring 380 buffers the upward movement of the first piston rod 360, thereby improving the shock-absorbing effect of the shock-absorbing airbag 320.

[0064] Among the optional methods of this embodiment, the more preferred ones are:

[0065] The shock absorbing mechanism 300 also includes a first piston cylinder 340, which is connected to the upper part of the C-shaped frame 310, and the pipeline 350 is connected to the first piston cylinder 340. A piston plate 370 is slidably connected in the first piston cylinder 340, and the piston plate 370 is connected to the top of the first piston rod 360; a second piston cylinder 391 is connected to the side of the C-shaped frame 310, and an air pipe 394 is connected between the second piston cylinder 391 and the first piston cylinder 340, and a second piston rod 392 is slidably connected in the second piston cylinder 391, and a counterweight block 393 is connected to the top of the second piston rod 392. The inner diameter of the second piston cylinder 391 is smaller than that of the first piston cylinder 340, so that when the piston plate 370 moves upward, the second piston rod 392 drives the counterweight block 393 to move upward synchronously and quickly.

[0066] The side of the C-shaped frame 310 is connected to a fixing seat 390, and the first piston cylinder 340 is connected to the fixing seat 390. When the first piston rod 360 moves upward, the piston plate 370 connected to the top of the first piston rod 360 moves upward synchronously in the first piston cylinder 340. At this time, the medium in the first piston cylinder 340 is squeezed by the piston plate 370 and transferred to the second piston cylinder 391 through the air pipe 394, so that the second piston rod 392 is pushed and moves upward. At this time, the counterweight block 393 connected to the top of the second piston rod 392 moves upward synchronously. Due to the high vibration frequency generated by the vibrating rod 250, the shock-absorbing airbag 320 The compression speed is fast, so that the medium in the first piston cylinder 340 is quickly transferred to the second piston cylinder 391. The inner diameter of the second piston cylinder 391 is smaller than the inner diameter of the first piston cylinder 340, so that the second piston rod 392 can quickly move up and reset, so that the counterweight block 393 stops moving up and then moves down. The inertia generated in this process applies an upward force to the C-shaped frame 310, so that the downward pulling force applied to the moving seat 120 due to the overweight state of the vibrating rod 250 is partially decomposed, ensuring that the displacement amplitude of the moving seat 120 is reduced, and at the same time, the downward pulling force on the single beam 110 will not increase significantly.

[0067] Among the optional methods of this embodiment, the more preferred ones are:

[0068] There are four C-shaped frames 310 , and the four C-shaped frames 310 are connected to four corners of the truss 210 respectively.

[0069] By providing four C-shaped frames 310 , no matter which orientation the vibrating rod 250 is in, there are corresponding shock-absorbing air bags 320 and rubber blocks 330 to provide cushioning for it, thereby ensuring a shock-absorbing effect.

[0070] Regarding the structure of the lifting mechanism 400, specifically:

[0071] The lifting mechanism 400 includes a cylinder 410, an inner wall of the cylinder 410 is connected to an electromagnetic coil 420, a movable seat 120 is connected to a bracket 460, an iron rod 450 is connected to the bracket 460, and the iron rod 450 is inserted into the cylinder 410. When the counterweight block 393 moves upward, the electromagnetic coil 420 is energized so that the iron rod 450 is subjected to an upward lifting force.

[0072] When the counterweight block 393 moves upward, the electromagnetic coil 420 near the corresponding counterweight block 393 is energized, so that the iron rod 450 inserted in the corresponding cylinder 410 is subjected to the upward lifting force of magnetic attraction, and further applies an upward lifting force to the movable seat 120, thereby reducing the impact of the vibrating rod 250 on the movable seat 120 when it is in an overweight state.

[0073] Among the optional methods of this embodiment, the more preferred ones are:

[0074] The lifting mechanism 400 also includes a fixed frame 440, which is placed on the ground. A slider 430 is connected to the top of the cylinder 410, and the slider 430 slides on the fixed frame 440; a cross bar 470 is connected to the side wall of the cylinder 410, and a vertical slide groove cooperating with the cross bar 470 is opened on the movable seat 120.

[0075] The fixed frame 440 is set to provide support for the cylinder 410. The cylinder 410 slides on the fixed frame 440 through the slider 430. The fixed frame 440 is placed parallel to the single beam 110. When the movable seat 120 moves, it can drive the cylinder 410 to move synchronously by driving the cross bar 470, so that the positions of the cylinder 410 and the iron rod 450 always correspond. The cross bar 470 can slide vertically on the movable seat 120, so that the reaction force generated by the electromagnetic coil 420 on the iron rod 450 when it is energized is applied to the fixed frame 440.

[0076] A concrete construction method, applied to a high-speed railway prefabricated box girder concrete intelligent vibration reduction type vibrating device, comprises the following steps:

[0077] The robot arm 240 is adjusted to the working position; the main control machine obtains and stores the concrete rheological data, the bubble image data during concrete vibration and the audio data during concrete vibration, filters and organizes the concrete rheological data, the bubble image data during concrete vibration and the audio data during concrete vibration and sends them to the display terminal; the concrete rheological data, the bubble image data during concrete vibration and the audio data during concrete vibration received by the main control machine are processed by the data relay system and transmitted through the 5G communication network; the concrete rheological data, the bubble image data during concrete vibration and the audio data during concrete vibration received by the main control machine are processed by the data relay system and transmitted through the 5G communication network The audio data during concrete vibration is acquired by the total station 140 and the sensor; after the main control machine determines that the concrete rheology data, the bubble image data during concrete vibration and the audio data during concrete vibration are qualified, it controls the robotic arm 240 to move to the next vibration position; wherein, each time the main control machine vibrates the concrete, it first uses the vibration time determined by the concrete experiment as the basic value of the vibration time, and then judges the vibration state according to the mathematical model constructed based on the sensor collected data, and makes a small adjustment on the basic value of the vibration time, automatically starts and stops the vibration and delays the vibration, and sends a start command to the sound and light alarm when the vibration is finished.

[0078] A data relay system is installed near the total station 140 for collecting and processing information from various sensors and for supplying power to various sensors and vibrators 250. The data transmission between the data relay system and the sensors is connected in series using network cables to form a local area network. The power supply system is also connected in series. A 5G communication network is set up at a high place near the beam yard control room and near the data terminal system. Data is transmitted between the data relay system and the 5G communication network, and between the 5G communication network and the data terminal system through wireless transmission. When performing concrete operations, the data terminal system main control machine sends a data collection command to the data relay system. The data relay system collects data from each sensor according to the command sequence and performs corresponding processing. Then, the data is transmitted to the data terminal system through the 5G communication network. The main control computer of the system and the data terminal system store and analyze the collected data. The rheological data of concrete, the bubble image data during concrete vibration, and the audio data during concrete vibration are all collected at high frequency and transmitted to the data terminal in real time. Each type of sensor is set with a basic threshold data indicator according to the experiment. Then, as the data is collected and sorted through data filtering, the data collected by various sensors are displayed in real time on the control center screen and the mobile phones of various monitoring managers. Each time the main control computer of the data terminal system vibrates the concrete, it first uses the vibration time determined by the concrete experiment as the basic value of the vibration time, and then judges the vibration state based on the mathematical model constructed according to the sensor collected data, makes a small adjustment to the basic value of the vibration time, and automatically starts and stops the vibration and delays it. When the vibration is finished, it is reminded through sound and light.

[0079] Among the optional methods of this embodiment, the more preferred ones are:

[0080] The position adjustment steps of the robot arm 240 include: setting up a precision engineering coordinate system on site, setting up multiple fixed positions with known coordinates around the site, and installing the prism 260; obtaining the execution of the vibration operation and data acquisition commands, controlling the moving seat 120 to drive the total station 140 and the truss 210 to move to the operation range; the total station 140 obtains the data of the prism 260 installed on the site and solves the coordinates of the total station 140, and then the total station 140 collects the data of the prism 260 connected to the mounting seat 230, and solves the coordinates of the mounting seat 230 according to the solved coordinates of the total station 140; controlling the operation of the hydraulic rod 220 according to the position coordinates of the prefabricated beam to adjust the coordinates of the mounting seat 230 until the robot arm 240 is deployed after the adjustment is completed; the deployment angle of the robot arm 240 is executed according to the data provided by the system, and after the robot arm 240 is deployed, the two-dimensional code image recognition is used to determine again whether the positions of the vibrating rod 250 and the total station 140 are correct, otherwise the adjustment continues.

[0081] The engineering coordinate system is arranged on site. The position coordinates of the precast beams are also known. According to the 360-degree prism arranged in the beam yard, the total station 140 is accurately positioned through the back intersection method. When the concrete vibration operation starts, a command is sent to perform the vibration operation and data collection. The mobile seat 120 carries the total station 140 and the operating equipment to the approximate position. The total station 140 searches for and collects the data of the prism 260 with coordinates arranged in the beam yard, sends the data and solves the coordinates of the total station 140, and then the total station 140 collects the data of the prism 260 at the mounting seat 230. Mirror 260 data, solve the coordinates of the mounting base 230, and adjust the position of the mounting base 230 up and down according to the coordinates of the precast beam position. If the adjustment of the mounting base 230 position is not completed, repeat the up and down adjustment of the mounting base 230 position, otherwise the robot arm 240 is deployed, and the robot arm 240 extends to the specified appropriate angle according to the data provided by the system. The QR code image recognition is used to determine again whether the vibration and detection positions are correct. If not, the software continues to adjust the deployment angle of the robot arm 240 until the position of the vibrating rod 250 and the aiming angle posture are qualified.

[0082] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of the present invention.

Claims

1. An intelligent vibration reduction type vibrating device for high-speed railway prefabricated box girder concrete, connected to a crown block (100), characterized in that: The overhead travelling crane (100) is connected to a vibrating mechanism (200) via a shock absorbing mechanism (300); The overhead travelling crane (100) comprises a single beam (110), a movable seat (120) is mounted on the single beam (110), the shock absorbing mechanism (300) comprises a C-shaped frame (310), the vibrating mechanism (200) is connected to the C-shaped frame (310), the C-shaped frame (310) is clamped to the movable seat (120), a shock absorbing airbag (320) and a rubber block (330) are connected between the C-shaped frame (310) and the movable seat (120), and the shock absorbing airbag (320) is located on the upper part of the rubber block (330); The shock absorbing mechanism (300) further comprises a pipe (350), the pipe (350) being connected to the shock absorbing airbag (320), a first piston rod (360) being slidably connected in the pipe (350), and a tension spring (380) being connected between the bottom of the first piston rod (360) and the shock absorbing airbag (320); The shock absorbing mechanism (300) further comprises a first piston cylinder (340), the first piston cylinder (340) being connected to the upper portion of the C-shaped frame (310), the pipeline (350) being in communication with the first piston cylinder (340), a piston plate (370) being slidably connected inside the first piston cylinder (340), and the piston plate (370) being connected to the top of the first piston rod (360); A second piston cylinder (391) is connected to the side of the C-shaped frame (310); an air pipe (394) is connected between the second piston cylinder (391) and the first piston cylinder (340); a second piston rod (392) is slidably connected inside the second piston cylinder (391); a counterweight (393) is connected to the top of the second piston rod (392); the inner diameter of the second piston cylinder (391) is smaller than that of the first piston cylinder (340); therefore, when the piston plate (370) moves upward, the second piston rod (392) drives the counterweight (393) to move upward synchronously and quickly.

2. The intelligent vibration reduction type vibrating equipment for high-speed railway prefabricated box beam concrete according to claim 1 is characterized in that: The number of the C-shaped frames (310) is four, and the four C-shaped frames (310) are respectively connected to the four corners of the movable seat (120).

3. The intelligent vibration reduction type vibrating equipment for high-speed railway prefabricated box beam concrete according to claim 2 is characterized in that: The invention also includes a lifting mechanism (400), wherein the lifting mechanism (400) includes a cylinder (410), the inner wall of the cylinder (410) is connected to an electromagnetic coil (420), the movable seat (120) is connected to a bracket (460), the bracket (460) is connected to an iron rod (450), and the iron rod (450) is inserted into the cylinder (410). When the counterweight block (393) moves upward, the electromagnetic coil (420) is energized so that the iron rod (450) is subjected to an upward lifting force.

4. The intelligent vibration reduction type vibrating equipment for high-speed railway prefabricated box beam concrete according to claim 3 is characterized in that: The lifting mechanism (400) further comprises a fixing frame (440), wherein the fixing frame (440) is placed on the ground, and a sliding block (430) is connected to the top of the cylinder (410), and the sliding block (430) slides on the fixing frame (440); A cross bar (470) is connected to the side wall of the cylinder (410), and a vertical sliding groove cooperating with the cross bar (470) is provided on the movable seat (120).

5. The intelligent vibration reduction type vibrating equipment for high-speed railway prefabricated box beam concrete according to claim 1 is characterized in that: The side of the overhead crane (100) is connected to a total station (140), and the bottom is connected to a truss (210); the middle of the truss (210) is connected to a hydraulic rod (220); the bottom end of the hydraulic rod (220) is connected to a mounting seat (230); the lower part of the mounting seat (230) is connected to a mechanical arm (240) and a prism (260); and the mechanical arm (240) is connected to a vibrating rod (250).

6. The intelligent vibration reduction type vibrating equipment for high-speed railway prefabricated box beam concrete according to claim 5 is characterized in that: An L-shaped frame (130) is connected to the side of the movable seat (120), the total station (140) is connected to the lower part of the horizontal part of the L-shaped frame (130), and the truss (210) is connected to the lower part of the movable seat (120).

7. A concrete construction method, the construction method is applied to the intelligent vibration reduction type vibrating equipment for high-speed railway prefabricated box girder concrete according to claim 6, characterized in that: The following steps are involved: Adjusting the mechanical arm (240) to an operating position; The main control machine acquires and stores concrete rheological data, bubble image data during concrete vibration, and audio data during concrete vibration, filters and sorts the concrete rheological data, bubble image data during concrete vibration, and audio data during concrete vibration, and sends them to a display terminal; The concrete rheology data, the bubble image data during concrete vibration, and the audio data during concrete vibration received by the main control machine are processed by the data relay system and transmitted through the 5G communication network; The concrete rheology data, bubble image data during concrete vibration, and audio data during concrete vibration received by the host control machine are acquired by the total station (140) and sensors; After the main control machine determines that the concrete rheological data, the bubble image data during the concrete vibration, and the audio data during the concrete vibration are qualified, the main control machine controls the mechanical arm (240) to move to the next vibration position; Among them, each time the main control machine vibrates the concrete, it first uses the vibration time determined by the concrete experiment as the basic value of the vibration time, then judges the vibration state based on the mathematical model constructed based on the sensor collected data, and makes a small adjustment on the basic value of the vibration time, automatically starts and stops the vibration and delays the vibration, and sends a start command to the sound and light alarm when the vibration is finished.

8. The construction method according to claim 7, characterized in that: The step of adjusting the position of the mechanical arm (240) comprises: Setting up a precision engineering coordinate system on site, setting up a plurality of fixed positions with known coordinates around the site, and placing the prism (260); Obtaining a command for executing a vibration operation and data collection, and controlling the moving seat (120) to drive the total station (140) and the truss (210) to move to an operating range; The total station (140) acquires data of the prism (260) placed on the site and calculates the coordinates of the total station (140); then the total station (140) collects data of the prism (260) connected to the mounting seat (230), and calculates the coordinates of the mounting seat (230) based on the calculated coordinates of the total station (140); Controlling the operation of the hydraulic rod (220) according to the position coordinates of the prefabricated beam to adjust the coordinates of the mounting seat (230) until the adjustment is completed and the mechanical arm (240) is deployed; The deployment angle of the mechanical arm (240) is executed according to data provided by the system. After the mechanical arm (240) is deployed, two-dimensional code image recognition is used to determine again whether the positions of the vibrator (250) and the total station (140) are correct. Otherwise, adjustment is continued.

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