Plate structure concrete vibrating device and trolley comprising same

Abstract

The invention provides a plate-type structure concrete vibrating device and a trolley comprising the same, the plate-type structure concrete vibrating device comprises a vibrating working device arranged on the trolley, the vibrating working device comprises a rotating table, the rotating table is driven by a rotating motor, a seat body is installed on the rotating table, a swing arm is hinged to the seat body, and the swing arm is connected with the vibrating working device. The swing arm is driven by a swing arm driving system; a vibrating machine frame is arranged on the swing arm, a vibrating device is arranged on the end face, away from the swing arm, of the vibrating machine frame in a through mode, the vibrating machine frame is connected with at least two sets of vibrating rods through the vibrating device, the vibrating rods face a reinforcing mesh and are evenly distributed in the width direction of the reinforcing mesh, and the distance between every two adjacent sets of vibrating rods ranges from 350 mm to 650 mm. The vibrating rod is driven by a vibrating motor; the vibrating motor, the rotating motor and the swing arm driving system are respectively connected with a main control board, and the main control board is connected with an encoder control system of the encoder. The vibrating rod can be driven by the trolley to walk on the reinforcing mesh, and compared with manual vibrating, the safety quality controllability and the construction efficiency are improved, and the construction cost is reduced.

Description

Technical Field

[0001] The invention belongs to the technical field of vibrating devices, and in particular relates to a plate-type structure concrete vibrating device and a trolley containing the concrete vibrating device. Background Art

[0002] When cement concrete is poured, it will contain certain bubbles inside, which is difficult for the concrete itself to expel, making it difficult for the concrete itself to be fully combined. Especially in the construction of slab concrete structures, manual vibration is mostly used.

[0003] However, the use of manual vibration has the characteristics of many operators, high labor intensity, long duration, high safety risks, etc. In particular, the use of manual vibration is greatly affected by human factors, making it difficult to ensure the quality of concrete construction. Summary of the invention

[0004] In view of the problems existing in the background technology, on one hand, the present invention provides a plate-type structure concrete vibrating device and a trolley containing the concrete vibrating device, including a vibrating working device arranged on the trolley, the vibrating working device including a rotating table, the rotating table is driven by a rotating motor, a base is installed on the rotating table, and a swing arm is hinged on the base, and the swing arm is driven by a swing arm driving system; a vibrating frame is arranged on the swing arm, and a vibrating device is arranged on the end face of the vibrating frame away from the swing arm, and at least two groups of vibrating rods are connected through the vibrating device, and the vibrating rods are arranged toward the steel mesh and are evenly distributed along the width direction of the steel mesh, the spacing between two adjacent groups of vibrating rods is 350mm-650mm, and the vibrating rods are driven by a vibrating motor; the vibrating motor, the rotating motor and the swing arm driving system are respectively connected to a main control board, and the main control board is connected to an encoder control system of an encoder.

[0005] Optionally, the vibrating rod includes a double-layer shell composed of an outer shell and an inner shell, and a cavity is arranged between the outer shell and the inner shell; a plurality of groups of partitions are arranged in the cavity, and the cavity is divided into a plurality of groups of independently arranged first heat storage cavities and second heat storage cavities by the plurality of groups of partitions, and the first heat storage cavity and the second heat storage cavity are both filled with self-heating elements.

[0006] Optionally, a conducting hole with a diameter less than 3 mm is opened on the partition.

[0007] Optionally, at least one group of guide holes is provided on the outer shell, and the guide holes are communicated with the second heat storage cavity; the first heat storage cavity and the second heat storage cavity are both provided with closed end faces, and the closed end faces of two adjacent groups of first heat storage cavities and the second heat storage cavity are staggered with each other, the water vapor of the concrete passes through the guide holes along the c direction and enters the second heat storage cavity, the first heat storage cavity is provided with an air outlet, and is communicated with the cavity in the inner shell through the air outlet.

[0008] Optionally, the outer shell is provided with guide vanes arranged in a spiral upward direction, and an angle of 13.5° is formed between an inclined end surface of a guide hole between two adjacent groups of guide vanes and a center axis of the guide vanes.

[0009] Optionally, the trolley includes a chassis, and a travel drive system is provided on the frame of the chassis, and the travel drive system drives the wheels to travel on the steel mesh, and the drive wheels are arranged in groups.

[0010] Optionally, the distance between two adjacent groups of wheels evenly distributed laterally along the chassis is 1135 mm; the distance between the wheels at both ends evenly distributed radially along the chassis is 1490 mm; the tires of the wheels are selected to have a diameter of 470 mm and a width of 190 mm;

[0011] The tire of the wheel is provided with an integrated reinforcing rib, and the reinforcing rib is wider on both sides as a whole and is inclined toward the middle so that the middle of the reinforcing rib is concave; at least one group of grooves is opened on the reinforcing rib, and the depth of the groove is 0.5-1.5mm, and the length L2 of the groove end face close to the center line of the reinforcing rib is 1.5-3mm; the length L1 of the groove end face away from the center line of the reinforcing rib is 2.5-4.5mm.

[0012] Optionally, at least one group of protrusions is provided on the tire of the wheel, and the protrusions are in the form of two groups of protrusion blocks arranged in a triangle, and the center lines of the two groups of protrusion blocks are continuously extended until they intersect to form an angle ɑ, the angle ɑ is 75°-115°, and the angle β between the two groups of inclined end faces of the protrusion blocks is 105°-155°.

[0013] Optionally, in step 1, a program is pre-set in the main control board, and the travel drive system is started to drive the trolley to move on the steel mesh to a pre-set position using the travel drive system;

[0014] Step 2: Start the swing arm drive system, and adjust the height of the swing arm by driving the swing arm drive system, so that the vibrating rod extends into the concrete according to the pre-set parameters, and stops when the vibrating rod reaches the concrete;

[0015] Step 3: Start the vibrating motor and control the vibrating rod to work according to the vibrating parameters set in advance; monitor and record the vibrating information of the vibrating rod; after the vibration is completed, stop the vibration;

[0016] Step 4: Monitor and record the vibration information of the vibrating rod and transmit it to the monitoring system.

[0017] Optionally, in step 2, when the swing arm reaches the highest point of 1620 mm, the vibrating rod contacts the steel mesh, and the vibration depth is 0;

[0018] When the swing arm reaches the lowest point of 1180mm, the vibrating rod extends into the concrete through the steel mesh, and the vibration depth is 900mm;

[0019] Step 3

[0020] Vibration frequency: 200Hz

[0021] Vibration amplitude: 9220N

[0022] Maximum vibration depth: 900mm

[0023] Vibrator rod diameter: 63mm, 50mm

[0024] The vibration frequency can reach 12000 rpm.

[0025] In summary, the beneficial effects of the present invention are:

[0026] 1. The present invention uses a trolley to drive the vibrating rod to move on the steel mesh. Compared with manual vibration, the number of operators is greatly reduced, and one machine replaces two people, which improves work efficiency and reduces construction costs. The present invention has strong adaptability, is suitable for large-scale and continuous operations, and is easy to operate.

[0027] 2. The weight of the single machine of the present invention is light; the present invention adopts 6 sets of driving wheels, and the tires of the wheels 60 have a diameter of 470mm and a width of 190mm. And the six sets of wheels 60 increase the pressure distribution of the chassis on the steel bars, so that the force on a single tire is less than the weight of a single person, and the force on the steel bars is reduced.

[0028] 3. By adding reinforcing ribs to the tires of the wheels, and the reinforcing ribs are provided with at least one set of grooves with a depth of 0.5-1.5 mm, the stability of the wheels when driving on the steel mesh is improved. It is convenient for the trolley to travel on the steel mesh with a steel bar spacing of more than 150mmX150mm.

[0029] 4. The present invention can set parameters such as vibration time, vibration depth, walking speed, vibration spacing, etc. After the parameters are set, automatic walking and vibration can be achieved without manual operation, thus avoiding quality defects caused by human factors. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] Figure 1 A three-dimensional diagram of an embodiment of a plate-type structure concrete vibrating device and a trolley containing the concrete vibrating device according to the present invention;

[0031] Figure 2 It is a structural schematic diagram of a concrete vibrating device for a plate structure and a trolley containing the concrete vibrating device according to an embodiment of the present invention;

[0032] Figure 3 For the present invention Figure 2 Schematic diagram of the structure of the middle vibrating rod;

[0033] Figure 4 It is a schematic diagram of the structure of a vibrating rod of another embodiment of a concrete vibrating device for a plate structure and a trolley containing the concrete vibrating device of the present invention;

[0034] Figure 5 It is a schematic diagram of the internal structure of the housing of a vibrating rod of a concrete vibrating device for a plate structure and a trolley containing the concrete vibrating device according to an embodiment of the present invention;

[0035] Figure 6 It is a flow chart of an embodiment of a concrete vibrating device for a plate structure and a trolley containing the concrete vibrating device according to the present invention;

[0036] Figure 7 It is an enlarged structural view of the wheel groove position of a concrete vibrating device for a plate structure and a trolley containing the concrete vibrating device according to an embodiment of the present invention;

[0037] Figure 8 It is a partial structural schematic diagram of a concrete vibrating device for a plate structure and a wheel of an embodiment of a trolley including the concrete vibrating device according to the present invention;

[0038] Fig. 9 This is an enlarged structural view of a slab-type structure concrete vibrating device and a trolley containing the concrete vibrating device according to an embodiment of the present invention, which are arranged at a raised position on a wheel;

[0039] Reference numerals:

[0040] 100. Trolley;

[0041] 10. Chassis;

[0042] 20. Vibrating working device; 201. Swing arm; 202. Swing arm driving system; 203. Base; 204. Rotating table;

[0043] 30. Vibrating frame;

[0044] 40. Vibrating device;

[0045] 50, vibrating rod; 501, guide hole; 502, guide vane; 503, outer shell; 504, inner shell; 505, cavity; 506, air outlet; 507, self-heating element; 508, second heat storage cavity; 509, first heat storage cavity;

[0046] 60, wheel; 602, tank; 603, reinforcing rib; 604, protrusion;

[0047] 70. Travel drive system;

[0048] 801, wireless remote control; 802, encoder; 805, encoder control system; 806, monitoring system; 807, main control board; 808, rotating motor; 809, vibrating motor. DETAILED DESCRIPTION

[0049] In order to make the purpose, technical scheme and advantages of the present invention clearer, the present invention is further described in detail below in conjunction with the accompanying drawings and specific embodiments. Although exemplary embodiments are disclosed in the accompanying drawings, it should be understood that the present invention can be implemented in various forms and should not be limited by the embodiments described herein. On the contrary, these embodiments are provided to facilitate a thorough understanding of the present invention and to fully convey the concept of the present invention to those skilled in the art.

[0050] In the description of this specification, the description with reference to the terms "certain embodiments", "one embodiment", "some embodiments", "example", "specific example", or "some examples" etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art may combine and combine the different embodiments or examples described in this specification and the features of the different embodiments or examples, without contradiction.

[0051] In the present invention, the terms "first", "second", and "third" are used for descriptive purposes only and should not be understood as indicating or implying relative importance; the term "plurality" refers to two or more, unless otherwise clearly defined. The terms "installed", "connected", "connected", "fixed", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; "connected" can be a direct connection or an indirect connection through an intermediate medium. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0052] The invention is mainly used for the construction of slab concrete structures such as large concrete foundation projects, water conservancy and hydropower projects, and road projects, and is suitable for a depth of 0-900mm and a steel bar spacing of 150mmX150mm or more.

[0053] like Figures 1 to 9 As shown, this embodiment provides a plate-type structure concrete vibrating device, including a vibrating working device 20 arranged on a trolley 100, the vibrating working device 20 includes a rotating table 204, the rotating table 204 is driven by a rotating motor 808, a seat body 203 is fixedly mounted on the rotating table 204 by a fixed connection method such as fastening screws, and a swing arm 201 is hinged on the seat body 203, and the swing arm 201 is driven by a swing arm driving system 202;

[0054] The swing arm driving system 202 is preferably a hydraulic cylinder, and the swing arm driving system 202 is hingedly mounted on the seat 203, and the extended end of the swing arm driving system 202 is mounted on the swing arm 201. The rotating motor is preferably a 750W servo motor with a reducer.

[0055] In this embodiment, the working principle of the rotating platform 204, the swing arm and the swing arm driving system 202 is the same as the working principle of the excavator arm working mechanism. By starting the rotating motor 808, the rotating platform 204 is driven by the rotating motor 808 to rotate, thereby driving the swing arm 201 set on the rotating platform 204 to adjust the angle.

[0056] Furthermore, the adjustment angle is 180°; and the maximum rotary vibration diameter is 2400 mm.

[0057] Furthermore, a vibrating frame 30 is fixedly installed on the other end of the swing arm 201 by fastening screws, and a vibrating device 40 is fixedly installed on the end surface of the vibrating frame 30 away from the swing arm 201 by fastening bolts, and at least two groups of vibrating rods 50 are connected through the vibrating device 40, and the vibrating rods 50 are arranged toward the steel mesh and are evenly distributed along the width direction of the steel mesh. The spacing between two adjacent groups of vibrating rods 50 is 350mm-650mm, and the vibrating rods 50 are driven by a vibrating motor 809.

[0058] In this embodiment, by starting the swing arm driving system 202, the protruding end of the swing arm driving system 202 extends out and drives the swing arm to be lifted, and the lifting of the swing arm drives the vibrating rod to leave the concrete; conversely, when the protruding end of the swing arm driving system 202 retracts, the vibrating rod set on the swing arm is driven to be inserted into the concrete.

[0059] Furthermore, when the swing arm driving system is extended, the swing arm is raised to reach the highest point of 1620mm, at which time the vibrating rod contacts the steel mesh, and the vibration depth is 0;

[0060] When the swing arm drive system retracts, the swing arm lowers to the lowest point of 1180mm. At this time, the vibrating rod extends into the concrete through the steel mesh, and the vibration depth is 900mm.

[0061] The cables of the travel drive system 70, the vibrating motor 809, the rotating motor 808 and the swing arm drive system 202 are respectively connected to the main control board 807, and the main control board 807 is connected to the encoder control system 805 of the encoder 802. The wireless remote controller 801 interacts with the main control board 807 through a high-speed wireless data link to realize parameter configuration and control command issuance, and has a monitoring system 806, which can provide real-time feedback on the working status of the whole system. The encoder is used to accurately measure the position of rotation or linear motion. And the monitoring system 806 is connected through a wireless communication module.

[0062] Furthermore, the main control board uses an MCU chip with a main frequency of up to 168MHz, which can provide 210DMIPS / 566CoreMark computing performance.

[0063] In this embodiment, the present invention can drive the vibrating rod to move on the steel mesh through the trolley, thereby replacing manual vibration, improving the vibration effect and work efficiency. The present invention has strong adaptability, is suitable for large-scale and continuous operations, and is easy to operate.

[0064] Step 1: Pre-set the program in the main control board, start the travel drive system, and use the travel drive system to drive the trolley to move on the steel mesh to the pre-set position (pre-set the distance parameter and move to the corresponding position at a fixed distance);

[0065] Step 2: Start the swing arm driving system 202, and adjust the height of the swing arm 201 by driving the swing arm driving system 202, so that the vibrating rod extends into the concrete according to the pre-set parameters, and stops when the vibrating rod reaches the position of the pre-set parameters;

[0066] Step three: start the vibrating motor, control the operation of the vibrating rod according to the vibration parameters set in advance; monitor and record the vibration information of the vibrating rod; and stop vibrating after the vibration is completed.

[0067] Step 4: Monitor and record the vibration information of the vibrating rod and transmit it to the monitoring system.

[0068] Furthermore, the encoder can be a common high-precision encoder on the market; the advantages of the encoder itself are utilized, and combined with the sensor on the swing arm, the vibration depth can be accurately determined;

[0069] In step 2, when the swing arm reaches the highest point of 1620 mm, the vibrating rod contacts the steel mesh and the vibration depth is 0;

[0070] When the swing arm reaches the lowest point of 1180mm, the vibrating rod extends into the concrete through the steel mesh, and the vibration depth is 900mm.

[0071] Step 3

[0072] Vibration frequency: 200Hz

[0073] Vibration amplitude: 9220N

[0074] Maximum vibration depth: -900mm

[0075] Vibrator diameter: 63mm, 50mm.

[0076] The vibrating rod is preferably a 50-type vibrating rod or a 65-type high-frequency vibrating rod.

[0077] In some complex construction environments, especially when constructing slab-type concrete structures, it is difficult for the vibrating equipment to move on the steel mesh, so manual vibration is mostly used. However, manual vibration is greatly affected by human factors, making it difficult to ensure the quality of concrete construction. In order to solve the above technical problems, please refer to Figures 1 to 9 As shown, the trolley of the concrete vibrating device, the trolley 100 includes a chassis 10, and a travel drive system 70 is arranged on the frame of the chassis 10, and the travel drive system 70 drives the wheels 60 to travel on the steel mesh, and the driving wheels 60 are arranged in 6 groups. Through the six groups of wheels 60, the pressure of the chassis on the steel bars is evenly distributed, so that the force on a single tire is less than the weight of a single person, thereby reducing the force on the steel bars.

[0078] In this embodiment, the tire of the wheel 60 has a diameter of 470 mm and a width of 190 mm. And through six sets of wheels 60, the pressure of the chassis on the steel bar is evenly distributed, so that the force on a single tire is less than the weight of a single person, and the force on the steel bar is reduced.

[0079] Furthermore, the walking drive system is powered by a 72V battery pack with 8.4 kWh of electricity to provide walking, rotation and lifting energy, with a battery life of ≥10 hours and a recharge time of approximately 7 hours.

[0080] Furthermore, the distance between two adjacent groups of wheels uniformly distributed laterally along the chassis 10 is 1135 mm; the distance between the wheels at both ends uniformly distributed radially along the chassis is 1490 mm; the tire of the wheel 60 is selected with a diameter of 470 mm and a width of 190 mm, and the motor in the travel drive system 70 is preferably a mid-mounted motor 2000W.

[0081] In practical application, it is to make it easier for the trolley to move on the steel mesh. Please refer to Figure 7 , Figure 8 and Fig. 9As shown, the tire of the wheel 60 is provided with an integrated reinforcing rib 603, and the reinforcing rib 603 is wider on both sides as a whole and is inclined toward the middle, so that the middle of the reinforcing rib 603 is concave, thereby increasing the ground contact area, improving the ability to disperse lateral force, and enhancing stability.

[0082] In this embodiment, the distance between two adjacent sets of wheels evenly distributed laterally along the chassis 10 is 1135mm; the distance between the wheels evenly distributed radially along the chassis is 1490mm; the tires of the wheels 60 are selected to have a diameter of 470mm and a width of 190mm, and six sets of wheels 60 are used in coordination at the same time, thereby increasing the pressure distribution of the chassis on the steel bars, achieving a single tire force less than the weight of a single person, and reducing the force on the steel bars. It is convenient for the trolley to walk on the steel mesh with a steel bar spacing of more than 150mmX150mm.

[0083] Furthermore, at least one group of protrusions 604 is provided on the tire of the wheel 60, and the protrusions are provided in the form of two groups of protrusion blocks arranged in a triangular shape, and the center lines of the two groups of protrusion blocks are continuously extended until they intersect to form an angle ɑ, the angle ɑ is 75°-115°, and the angle β between the two groups of inclined end faces of the protrusion blocks is 105°-155°.

[0084] In this embodiment, by limiting the angle ɑ and the angle β, when the wheel rolls, the protrusion 604 provided on the tire, and thus the protrusion block located at the edge of the tire, can enhance its grip during the rolling process, thereby facilitating the trolley to move on the steel mesh.

[0085] Embodiment 2:

[0086] In practical applications, especially in winter or cold regions, when the temperature is below 0°C, the low temperature causes the fluidity of concrete to decrease, and the effect of vibrating with a vibrator is not ideal, resulting in substandard concrete strength. To solve the above technical problems, please refer to Figure 3 and Figure 5 As shown, the vibrating rod 50 includes a double-layer shell composed of an outer shell 503 and an inner shell 504, and a cavity is provided between the outer shell 503 and the inner shell 504. Multiple groups of partitions are provided in the cavity, and in order to improve the thermal conductivity, the partitions are preferably made of materials with strong thermal conductivity. The chamber is divided into multiple groups of independently arranged first heat storage cavities 509 and second heat storage cavities 508 by multiple groups of partitions, and the first heat storage cavity 509 and the second heat storage cavity 508 are filled with self-heating bodies 507. The self-heating body is a reversible self-heating body.

[0087] A conducting hole with a diameter less than 3 mm is provided on the partition between two adjacent groups of heat storage cavities, and the setting of the conducting hole facilitates the flow of hot air through the conducting hole.

[0088] Furthermore, at least one group of guide holes 501 is provided on the outer shell 503, and the guide holes 501 are connected to the heat storage cavity. In order to prolong the hot gas storage time, the first heat storage cavity 507 and the second heat storage cavity 508 are both provided with closed end faces, and the closed end faces of two adjacent groups of first heat storage cavities 507 and second heat storage cavities 508 are arranged alternately, and the water vapor in the concrete passes through the guide holes 501 along the c direction and enters the second heat storage cavity 508. The first heat storage cavity 507 is provided with an air outlet 506, and is connected to the cavity 505 in the inner shell 504 through the air outlet 506.

[0089] Furthermore, a small hole is provided on the inner shell of the vibrating rod near one end of the steel mesh.

[0090] In this embodiment, when the water vapor in the concrete passes through the guide hole 501 along the c direction and enters the second heat storage cavity 508 and contacts the self-heating element 507, a chemical reaction occurs and heat is released at the same time. At the same time, since one end of the second heat storage cavity 508 is closed, the released heat is generated inside the cavity and quickly enters the first heat storage cavity 509 adjacent to it through the conductive hole with a diameter of less than 3 mm, and enters the cavity of the inner shell 504 through the air outlet 506 of the adjacent first heat storage cavity 509, and passes through the small hole of the inner shell along the v direction to enter the concrete. In this way, the heat of the concrete near the vibrating rod is increased, the fluidity of the concrete is increased, the vibration effect of the vibrating rod is improved, and the strength of the concrete is improved.

[0091] Embodiment 3: This embodiment is a further improvement on the basis of embodiment 2. Figure 4 As shown, the outer shell 503 is provided with guide blades 502 arranged spirally upward. When the inclined end surface of the guide hole between two adjacent groups of guide blades and the central axis of the guide blade are at 13.5 degrees, it is easier for water vapor to enter the heat storage cavity through the guide hole.

[0092] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention and are not restrictive. Although the present invention is described in detail with reference to the embodiments, it should be understood by those skilled in the art that any modification or equivalent replacement of the technical solutions of the present invention does not depart from the spirit and scope of the technical solutions of the present invention, and should be included in the scope of the claims of the present invention.

Claims

1. A concrete vibrating device for plate structures, characterized in that: It includes a vibrating working device arranged on a trolley, the vibrating working device includes a rotating table, the rotating table is driven by a rotating motor, a base is installed on the rotating table, and a swing arm is hinged on the base, and the swing arm is driven by a swing arm driving system; a vibrating frame is arranged on the swing arm, a vibrating device is arranged on the end face of the vibrating frame away from the swing arm, and at least two groups of vibrating rods are connected through the vibrating device, and the vibrating rods are arranged toward the steel mesh and are evenly distributed along the width direction of the steel mesh, the spacing between two adjacent groups of vibrating rods is 350mm-650mm, and the vibrating rods are driven by a vibrating motor; the vibrating motor, the rotating motor and the swing arm driving system are respectively connected to a main control board, and the main control board is connected to an encoder control system of an encoder.

2. A plate-type structure concrete vibrating device according to claim 1, characterized in that: The vibrating rod includes a double-layer shell composed of an outer shell and an inner shell, and a cavity is arranged between the outer shell and the inner shell; a plurality of groups of partitions are arranged in the cavity, and the cavity is divided into a plurality of independently arranged first heat storage cavities and second heat storage cavities by the plurality of groups of partitions, and the first heat storage cavity and the second heat storage cavity are both filled with self-heating elements.

3. A plate-type structure concrete vibrating device according to claim 2, characterized in that: A conducting hole with a diameter less than 3 mm is provided on the partition.

4. A slab-type structure concrete vibrating device according to claim 2, characterized in that: At least one group of guide holes is provided on the outer shell, and the guide holes are communicated with the second heat storage cavity; the first heat storage cavity and the second heat storage cavity are both provided with closed end faces, and the closed end faces of two adjacent groups of the first heat storage cavity and the second heat storage cavity are arranged alternately, the water vapor of the concrete passes through the guide holes along the c direction and enters the second heat storage cavity, the first heat storage cavity is provided with an air outlet, and is communicated with the cavity in the inner shell through the air outlet.

5. The plate-type structure concrete vibrating device according to claim 2, characterized in that: The outer shell is provided with guide vanes which are arranged spirally upwards, and the inclined end surface of the guide hole between two adjacent groups of guide vanes is at an angle of 13.5 degrees to the central axis of the guide vanes.

6. A trolley containing the concrete vibrating device, characterized in that: The trolley comprises a chassis, and a travel drive system is arranged on the frame of the chassis, and the travel drive system drives the wheels to travel on the steel mesh, and the drive wheels are arranged in groups.

7. The trolley with the concrete vibrating device according to claim 6, characterized in that: The distance between two adjacent groups of wheels evenly distributed laterally along the chassis is 1135 mm; the distance between the wheels at both ends evenly distributed radially along the chassis is 1490 mm; the tires of the wheels are selected to have a diameter of 470 mm and a width of 190 mm; The tire of the wheel is provided with an integrated reinforcing rib, and the reinforcing rib is wider on both sides as a whole and is inclined toward the middle so that the middle of the reinforcing rib is concave; at least one group of grooves is opened on the reinforcing rib, and the depth of the groove is 0.5-1.5mm, and the length L2 of the groove end face close to the center line of the reinforcing rib is 1.5-3mm; the length L1 of the groove end face away from the center line of the reinforcing rib is 2.5-4.5mm.

8. The trolley with the concrete vibrating device according to claim 7, characterized in that: At least one group of protrusions is arranged on the tire of the wheel, and the protrusions are two groups of protrusion blocks arranged in a triangular shape, and the center lines of the two groups of protrusion blocks are continuously extended until they intersect to form an angle ɑ, the angle ɑ is 75°-115°, and the angle β between the two groups of inclined end faces of the protrusion blocks is 105°-155°.

9. A vibrating method for a plate-type structure concrete vibrating device, characterized in that: Step 1: Preset the program in the main control board in advance, start the travel drive system, and use the travel drive system to drive the trolley to move on the steel mesh to the pre-set position; Step 2: Start the swing arm drive system, and adjust the height of the swing arm by driving the swing arm drive system, so that the vibrating rod extends into the concrete according to the pre-set parameters, and stops when the vibrating rod reaches the concrete; Step 3: Start the vibrating motor and control the vibrating rod to work according to the vibrating parameters set in advance; monitor and record the vibrating information of the vibrating rod; after the vibration is completed, stop the vibration; Step 4: Monitor and record the vibration information of the vibrating rod and transmit it to the monitoring system.

10. The vibrating method of the plate-type structure concrete vibrating device according to claim 9, characterized in that: In step 2, when the swing arm reaches the highest point of 1620 mm, the vibrating rod contacts the steel mesh and the vibration depth is 0; When the swing arm reaches the lowest point of 1180mm, the vibrating rod extends into the concrete through the steel mesh, and the vibration depth is 900mm; Step 3 Vibration frequency: 200Hz Vibration amplitude: 9220N Maximum vibration depth: 900mm Vibrator rod diameter: 63mm, 50mm The vibration frequency can reach 12000 rpm.

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