Track type vibrating equipment and vibrating system

Abstract

The present application provides a track-type vibrating device and a vibrating system, a first vibrator group, a second vibrator group connected to the first vibrator group through a high-speed bus; a track travel system for the first vibrator group and the second vibrator group to travel; the first vibrator group and the second vibrator group each include three independently set vibrating units; a vibrating rod lifting system provided on the vibrating unit; the vibrating rod lifting system includes a traction rope, and the traction rope passes through a guide and is fixedly connected to the vibrating rod. The present invention can control the first vibrator group and the second vibrator group to perform a vibrating operation, and can control the vibrating rod, thereby realizing the automatic vibration of concrete; the number of vibrators is reduced to 3, the overall construction efficiency is improved by 30%, and the production cost is reduced.

Description

Technical Field

[0001] The invention belongs to the technical field of vibration equipment, and in particular relates to a track-type vibration equipment and a vibration system. Background Art

[0002] When cement concrete is poured, it will contain a certain amount of bubbles, which is difficult for the concrete itself to expel, making it difficult for the concrete itself to be fully combined. Since the 1990s, the domestic construction industry has been using traditional manual vibration technology.

[0003] Due to the uncontrollability of construction workers, manual vibration can easily cause various problems in concrete quality, such as honeycombs, rough surfaces, holes, exposed reinforcement, cracks, etc., and even unqualified concrete strength, which reduces the service life of concrete and causes a large number of defects.

[0004] In view of this, how to solve the defects existing in the above technical solutions has become one of the problems to be solved urgently in the field of electrical technology of vibrating equipment. Summary of the invention

[0005] In view of the problems existing in the background technology, the present invention provides a track-type vibrating device and a vibrating system, comprising:

[0006] The first vibrator group;

[0007] a second vibrator group connected to the first vibrator group via a high-speed bus;

[0008] A track travel system for the first vibrator group and the second vibrator group to travel;

[0009] The first vibrator group and the second vibrator group each include three independently arranged vibrating units;

[0010] A vibrating rod lifting system provided on the vibrating unit;

[0011] The vibrator lifting system includes a traction rope,

[0012] The traction rope passes through the guide, and

[0013] Securely connect the vibrator.

[0014] Optionally, the vibrating rod comprises a double-layer protective shell composed of an inner shell and an outer shell, and

[0015] The outer shell is sleeved on the outer side of the inner shell.

[0016] A sealing layer is provided in the inner shell.

[0017] The inner shell is divided into a driving cavity and a drainage cavity by a sealing layer;

[0018] At least two groups of spiral blades are arranged on the outer wall of the shell near the driving cavity and are arranged to spiral upward in the longitudinal direction of the vibrating rod.

[0019] Optionally, the width of the spiral blade is 0.1-0.5 mm, and

[0020] At least one set of guide holes is provided between two adjacent sets of spiral blades.

[0021] The guide hole is an elliptical hole arranged obliquely, and

[0022] The inclination angle of the guide hole is consistent with the angle of the spiral blade, which is 15°-30°.

[0023] Optionally, a cavity is provided between the outer shell and the inner shell, and

[0024] A flow guide is installed in the cavity at the outlet end of the flow guide hole, and

[0025] The guide member is mounted on the inner wall of the housing, and

[0026] The other end of the guide member passes through the guide hole on the inner shell, and

[0027] extending into the drainage cavity in the inner shell;

[0028] The housing is provided with at least one set of triggering elements.

[0029] The thickness of the air bleed part is 0.1-0.15mm;

[0030] The inlet diameter of the guide member is smaller than the diameter of the guide hole, and

[0031] The diameter of the inlet end of the guide piece is smaller than the diameter of the outlet end of the guide piece

[0032] The vertical end of the guide member continues to extend until it intersects with the inclined end to form an angle α, and

[0033] α is 115°.

[0034] Optionally, the vertical end of the guide member extends longitudinally until it intersects with the inclined end to form an angle α, and

[0035] α is 115°,

[0036] The vertical line at the bend of the guide member forms an angle e with the inclined end, and

[0037] The angle is 45°-85°.

[0038] Optionally, a connecting shaft is provided in the cavity between the outer shell and the inner shell, and

[0039] The two ends of the connecting shaft are respectively mounted on the inner base and the top base of the shell;

[0040] At least one set of elastic members is installed on the connecting shaft.

[0041] The elastic member includes a connecting rod, and

[0042] The connecting rod is provided with a positioning hole for passing the connecting shaft, and

[0043] A fastening connector for fixing the connecting rod to the connecting shaft is arranged on both sides of the connecting rod; a connecting block is installed on the connecting rod, and

[0044] At least one set of elastic members is installed on the end surface of the connecting block away from the connecting rod, and the elastic members pass through the housing, and

[0045] Connected to the bottom end of the air bleed member;

[0046] The elastic member comprises an outer sleeve and an inner sleeve slidably mounted in the outer sleeve, and a spring is fixedly mounted in the inner sleeve by a fixing screw or the like, and

[0047] The spring passes through the inner sleeve, and

[0048] extends into the outer sleeve and is fixedly connected to the vibrating end portion in the outer sleeve, and

[0049] The vibration end portion is integrated with the outer sleeve.

[0050] Optionally, the guide includes a mounting arm, and

[0051] The first end and the second end of the mounting arm are vertically connected,

[0052] The second end is provided with an inclined connecting end, and

[0053] The tilt angle is 45°-135;

[0054] Two sets of first guide wheels arranged in parallel are arranged on the first end away from the connection end, and the traction rope passes through the two sets of first guide wheels.

[0055] Extending between two sets of second guide wheels arranged in parallel,

[0056] The second guide wheel is mounted on the connecting end;

[0057] A box is mounted on the vibrating unit frame directly below the mounting arm, and

[0058] The box body is provided with two sets of transverse arrangements, and

[0059] Parallel mounted clamping wheels.

[0060] A vibrating system, comprising:

[0061] Control module 903, and

[0062] The judgment module 908, the angle measurement module 901, the laser distance measurement module 902, the alarm module 904 and the wireless communication module 905 are respectively connected, and

[0063] The vibration APP detection and control system and the HIM human-computer interaction system are connected through the wireless communication module.

[0064] A vibrating method for concrete vibrating equipment, comprising:

[0065] Step 1: First, the first vibrator group moves at a fixed distance. The first vibrator group moves to a corresponding position at a fixed distance according to the pre-set parameters and stops;

[0066] Then the second vibrator group moves at a fixed distance, and the second vibrator group moves to a corresponding position at a fixed distance according to the pre-set parameters and stops;

[0067] Step 2: Use a laser rangefinder to detect the depth of the vibration point, determine the vibration point, and judge whether the vibration point is in the concrete position by observing the position of the red point; if it is correct, set the vibration depth, vibration frequency, vibration time and other corresponding vibration parameters;

[0068] Step 3: By controlling the vibrator lifting system, the high-frequency vibrator head is lowered to the pre-set position;

[0069] Step 4: When the expected vibration height is reached, start the vibration with the vibrating rod, control the operation of the vibrating rod, monitor and record the vibration information of the vibrating rod; after the vibration is completed, stop the vibration.

[0070] Optionally, when inserting the vibrating rod into the concrete in step 3, ensure that the vibrating part of the vibrating rod is completely inserted into the concrete, and the insertion depth of the vibrating rod is 45 mm;

[0071] The vibrating time of the vibrating rod in step 4 is 28s.

[0072] In summary, the beneficial effects of the present invention are:

[0073] (1) The present invention can control the first vibrator group and the second vibrator group to perform vibrating operations, and can control the vibrating rod, thereby realizing automatic vibration of concrete; the number of vibrators is reduced to 3, the overall construction efficiency is improved by 30%, and the production cost is reduced.

[0074] (2) The present invention adds spiral blades to the outer shell of the vibrating rod. When the vibrating rod vibrates, the bubbles near the vibrating rod are disturbed. The fluid mechanics effect during the vibration process is utilized to further guide the bubbles to move along the spiral path to the guide holes and enter the drainage cavity in the inner shell through the guide holes. This can effectively reduce the bubbles, thereby improving the density of the concrete interior and surface, and significantly improving the surface uniformity, flatness, and smoothness.

[0075] (3) The present invention adds a guide member, and the vertical end of the guide member extends longitudinally until it intersects with the inclined end to form an angle α of 115°. The arrangement of the guide member makes it easier to introduce bubbles into the inner shell through the outer shell. When the bubbles enter the guide plate through the guide hole, the bubbles are compressed at the inlet end of the guide member, thereby facilitating the bubbles to pass through the guide member and enter the inner cavity at a faster speed, thereby reducing the probability of bubble retention or position deviation. BRIEF DESCRIPTION OF THE DRAWINGS

[0076] Figure 1 It is a schematic diagram of the overall structure of an embodiment of a track-type vibrating device and a vibrating system of the present invention;

[0077] Figure 2 For the present invention Figure 1 A magnified view of the structure at position A in the middle;

[0078] Figure 3 A schematic diagram of the structure of a vibrating rod of an embodiment of a track-type vibrating device and a vibrating system of the present invention;

[0079] Figure 4 A schematic diagram of the structure of a vibrating rod in another direction of an embodiment of a track-type vibrating device and a vibrating system of the present invention;

[0080] Figure 5 For the present invention Figure 4 A magnified view of the structure at the middle connecting shaft;

[0081] Figure 6 For the present invention Figure 5 A magnified view of the structure at the middle connecting rod position;

[0082] Figure 7 For the present invention Figure 6 An enlarged view of the structure at the location of the middle elastic member;

[0083] Figure 8 It is a schematic diagram of the internal structure at the guide hole position of an embodiment of a track-type vibrating device and a vibrating system of the present invention;

[0084] Fig. 9 It is a schematic diagram of the internal structure at the guide hole position of another embodiment of a track-type vibrating device and a vibrating system of the present invention;

[0085] Fig.10 The present invention is a flow chart of an embodiment of a track-type vibrating device and a vibrating system.

[0086] Reference numerals:

[0087] 10. The first vibrator group;

[0088] 20. The second vibrator group;

[0089] 30. Track travel system;

[0090] 40. vibrating rod; 401. outer shell; 402. spiral blade; 403. air guide piece; 404. flow guide hole; 405. inner shell;

[0091] 50. Vibrator lifting system;

[0092] 601, first guide wheel;

[0093] 602, traction rope;

[0094] 603, second guide wheel;

[0095] 605, clamping wheel;

[0096] 606, mounting arm;

[0097] 607, box;

[0098] 70. Connecting shaft;

[0099] 80, elastic connector; 801, fastening connector; 802, connecting rod; 803, connecting block;

[0100] 804, elastic member; 8041, outer sleeve; 8042, inner sleeve; 8043, spring; 8044, vibration end;

[0101] 806, guide piece;

[0102] 901, angle measurement module;

[0103] 902, laser ranging module;

[0104] 903, control module;

[0105] 904, alarm module;

[0106] 905. Wireless communication module;

[0107] 906. Vibration APP detection and control system;

[0108] 907, HIM human-computer interaction system;

[0109] 908. Judgment module. DETAILED DESCRIPTION

[0110] 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.

[0111] 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.

[0112] 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.

[0113] The invention is applicable to most open excavation foundation pits with pile supports and pile anchors, to side walls with a thickness of 50-100 cm, and to steel bar spacings of more than 15 cmX15 cm, and has a wide range of applications.

[0114] like Figures 1 to 10As shown, this embodiment provides a track-type vibrating device, including a first vibrator group 10 and a second vibrator group 20, and the first vibrator group 10 and the second vibrator group 20 are both arranged on the track of the track travel system 30, and the first vibrator group 10 and the second vibrator group 20 each include three independently arranged vibrating units, and the bottom of the vibrating unit is equipped with a track wheel and a travel motor of the missing track wheel, thereby driving the vibrating unit to travel on the track. The first vibrator group 10 and the second vibrator group 20 both use independently arranged mainboards; and the first vibrator group 10 is connected to the second vibrator group 20 through a high-speed 485 bus, and the first vibrator group communicates with the second vibrator group as a slave through the high-speed 485 bus and responds to various control requests of the second vibrator group; the mainboard uses an MCU chip with a main frequency of up to 168MHz, which can provide 210DMIPS / 566CoreMark computing performance.

[0115] The track travel system adopts two-way track travel, the speed can reach 4.5m / min, and the vibrator retraction and extension speed is increased to 14m / min.

[0116] Furthermore, the vibration unit has a size of 1800mm*900mm*1200mm.

[0117] Furthermore, the vibrating unit is provided with a vibrating rod lifting system 50, and the vibrating rod lifting system 50 is preferably a winding machine, and the vibrating rod lifting system 50 includes a traction rope 602, and the traction rope 602 passes through the guide and is fixedly connected to the vibrating rod 40, the traction rope 602 is preferably a steel wire rope, and the vibrating rod 40 is preferably a magnetic vibrator.

[0118] In this embodiment, the vibrating rod lifting system 50 is started and then the vibrating rod is driven by the vibrating rod lifting system 50 to extend into or pull out of the concrete.

[0119] In actual application, the external environment, uneven force on the traction rope, and other factors may cause the position of the vibrator to shift. To solve the above technical problems, please refer to Figure 2 As shown, the guide includes a mounting arm 606, and the first end and the second end of the mounting arm 606 are vertically connected, and the second end is provided with an inclined connecting end, and the inclination angle is 45°-135°. When the inclination angle is 115°, it is more convenient to tighten the traction rope.

[0120] Furthermore, two groups of first guide wheels 601 arranged in parallel are provided on the first end portion away from the connection end portion, and the traction rope 602 passes through the two groups of first guide wheels 601 and extends between the two groups of second guide wheels 603 arranged in parallel, and the second guide wheels are installed on the connection end portion.

[0121] Furthermore, a box 607 is installed on the vibrating unit frame directly below the mounting arm 606, and two groups of clamping wheels 605 which are laterally arranged and installed in parallel are arranged in the box 607, so that the traction rope passing through the second guide wheel 603 can extend between the two groups of clamping wheels 605 and pass through the two groups of clamping wheels to be connected to the vibrating rod.

[0122] In this embodiment, by adding guide wheels and clamping wheels, the traction rope is facilitated to pass through, thereby preventing the traction rope from swinging during operation and improving the overall stability.

[0123] In actual application, the bubbles in the concrete are expelled from the gaps by the vibration of the vibrator in the concrete, thereby improving the density and strength of the concrete. However, in the actual application of the existing vibrator, some smaller bubbles rise slowly, and when being expelled, the viscosity of the concrete increases the resistance of the bubbles to rise, resulting in a slow expulsion speed of the bubbles, or even some bubbles cannot be expelled. This affects the strength of the concrete. In order to solve the above technical problems, please refer to Figures 3 to 10 As shown, the vibrator 40 comprises a double-layer protective shell composed of an inner shell 405 and an outer shell 401, and the outer shell 401 is sleeved on the outer side of the inner shell 405, and a sealing layer is arranged inside the inner shell 405, and the inner shell 405 is divided into a driving cavity and a drainage cavity by the sealing layer, and the driving cavity is provided with an electromagnet assembly, a vibration device driven by the electromagnet assembly, and a control system, etc. The vibrator is driven by the driving assembly in the driving cavity to generate vibration.

[0124] In actual application, the bubbles in the concrete are expelled from the gaps by the vibration of the vibrator in the concrete, thereby improving the density and strength of the concrete. However, in the actual application of the existing vibrator, some smaller bubbles rise slowly, and when being expelled, the viscosity of the concrete increases the resistance of the bubbles to rise, resulting in a slow expulsion speed of the bubbles, or even some bubbles cannot be expelled. This affects the strength of the concrete. In order to solve the above technical problems, please refer to Figures 3 to 10 As shown, at least two groups of spiral blades 402 are arranged on the outer wall of the shell 401 near the driving chamber, and are arranged to spiral upward (away from the driving chamber) toward the longitudinal direction of the vibrating rod. The width of the spiral blades is 0.1-0.5mm, and at least one group of guide holes 404 is arranged between two adjacent groups of spiral blades 402.

[0125] Furthermore, in order to facilitate the entry of bubbles, the guide hole 404 is an elliptical hole that is set obliquely, and the inclination angle of the guide hole is consistent with the angle of the spiral blade, which is 15°-30°.

[0126] In this embodiment, spiral blades are added to the outer shell of the vibrating rod. When the vibrating rod vibrates, the bubbles near the vibrating rod are disturbed. The fluid mechanics effect during the vibration process is used to further guide the bubbles to move along the spiral path to the guide hole and enter through the guide hole 404.

[0127] Furthermore, a cavity is provided between the outer shell 401 and the inner shell 405, and a flow guide member 806 is installed in the cavity at the outlet end of the flow guide hole 404, and the flow guide member 806 is installed on the inner wall of the outer shell 401 by a fixed connection, and the other end of the flow guide member passes through the flow guide hole on the inner shell and extends into the drainage cavity in the inner shell.

[0128] Furthermore, the guide member 806 is designed to be streamlined as a whole. Figure 8 As shown,

[0129] The vertical end of the guide member 806 continues to extend until it intersects with the inclined end to form an angle α, and α is 115°.

[0130] Furthermore, the guide surface of the guide member is not limited by shape and may also be other shapes, such as Fig. 9 As shown, the vertical end of the guide member extends longitudinally until it intersects with the inclined end to form an angle α, and α is 115°. An angle e is formed between the vertical line at the bend of the guide member and the inclined end, and the angle is 45°-85°.

[0131] Furthermore, the diameter of the inlet end of the flow guide member is smaller than the diameter of the flow guide hole, and the diameter of the inlet end of the flow guide member is smaller than the diameter of the outlet end of the flow guide member.

[0132] In this embodiment, when the angle α is 115°, the setting of the guide member makes it easier to introduce the bubbles into the inner shell through the outer shell. When the bubbles enter the guide plate through the guide holes, the bubbles are compressed at the inlet end of the guide member, thereby facilitating the bubbles to pass through the guide member into the inner cavity at a faster speed, thereby reducing the probability of bubble retention or position deviation.

[0133] In actual application, there are some residual bubbles that are larger than the diameter of the diversion hole and cannot be shaken out, and cannot be introduced through the diversion hole, resulting in these bubbles still remaining in the concrete. In order to reduce the probability of such bubbles, please refer to Figure 3 and Figure 4 As shown, at least one group of air-inducing members 403 are provided on the shell 401. The air-inducing members are preferably installed at an angle, and the thickness of the air-inducing members 403 is 0.1-0.15 mm. The arrangement of the air-inducing members facilitates the introduction of bubbles along the air-inducing members 403 into the guide holes, thereby improving the defoaming efficiency.

[0134] To further improve the efficiency of bubble removal, see Figure 3-10 As shown, a connecting shaft 701 is provided in the cavity between the outer shell 401 and the inner shell 405, and both ends of the connecting shaft 701 are fixedly mounted on the inner base and top seat of the outer shell by means of fixing screws or the like.

[0135] At least one group of elastic members 80 are fixedly mounted on the connecting shaft 701, and the elastic member 80 includes a connecting rod 802, and a positioning hole is provided on the connecting rod 802 for passing the connecting shaft 70, and the fastening connecting members 801 are tightened on both sides of the connecting rod 802 to fix the connecting rod 802 on the connecting shaft 70.

[0136] Both ends of the connecting rod 802 are fixed with connecting blocks 803 by fastening screws, and at least one group of elastic members 804 are installed on the end surface of the connecting block 803 away from the connecting rod 802, and the elastic members 804 also pass through the outer shell and are connected to the bottom end of the air guide member 403.

[0137] Furthermore, the elastic member 804 includes an outer sleeve 8041 and an inner sleeve 8042 slidably installed in the outer sleeve 8041, and a spring 8043 is fixedly installed in the inner sleeve 8042 by a fixing connection method such as a fastening screw, and the spring 8043 passes through the inner sleeve 8042 and extends into the outer sleeve 8041 to be fixedly connected to the vibration end 8044 in the outer sleeve, and the vibration end 8044 and the outer sleeve 8044 are integrated.

[0138] In this embodiment, when the vibrating rod starts to work, a lateral vibration force is generated, and the lateral vibration force is transmitted to the spring 8043 through the inner shell, and the elastic potential energy of the spring itself is used to further enhance the amplitude of the vibrating rod, thereby causing the air guide piece 403 to shake up and down and left and right through the vibration force, and utilizing the vibration force and the edges and corners on the air guide piece to cut large bubbles into small bubbles, thereby increasing the probability of bubbles entering through the guide holes, thereby improving the defoaming efficiency.

[0139] See also Fig.10 As shown, the present invention provides a vibration system, including a control module 903, which is respectively connected to a judgment module 908, an angle measurement module 901, a laser ranging module 902, an alarm module 904 and a wireless communication module 905, and the vibration APP detection control system and the HIM human-computer interaction system are connected through the wireless communication module.

[0140] Furthermore, the laser distance measurement module 902 adopts a laser distance meter, and is arranged on the vibration unit, and measures the position of the vibration point by the laser distance meter;

[0141] The angle measurement module adopts an angle measuring instrument.

[0142] Furthermore, the main control board used by the control module 903 is jointly implemented by a high-performance MCU and an FPGA.

[0143] The present disclosure provides a vibrating method for a concrete vibrating device, comprising:

[0144] Step 1: First, the first vibrator group moves at a fixed distance. The first vibrator group moves to a corresponding position at a fixed distance according to the pre-set parameters and stops;

[0145] Then the second vibrator group moves at a fixed distance, and the second vibrator group moves to a corresponding position at a fixed distance according to the pre-set parameters and stops;

[0146] Step 2: Use a laser rangefinder to detect the depth of the vibration point, determine the vibration point, and judge whether the vibration point is in the concrete position by observing the position of the red point; if it is correct, set the vibration depth, vibration frequency, vibration time and other corresponding vibration parameters;

[0147] Step 3: Control the vibrating rod lifting system to lower the high-frequency vibrating rod head to a pre-set position;

[0148] Step 4: When the expected vibration height is reached, start the vibration with the vibrating rod, control the operation of the vibrating rod, monitor and record the vibration information of the vibrating rod; after the vibration is completed, stop the vibration.

[0149] Further,

[0150] The vibration frequency in step 2 can reach 12000 rpm;

[0151] Step 3: Insert the vibrator into the concrete, ensuring that the vibrating part of the vibrator is completely inserted into the concrete, and the insertion depth of the vibrator is 30-85mm, preferably 45mm;

[0152] The vibrator retraction and extension speed is increased to 14m / min;

[0153] Furthermore, in step 4, the vibrating time of the vibrating rod is 1-180s, preferably 28s.

[0154] 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 track type vibrating device, characterized in that: include: The first vibrator group; a second vibrator group connected to the first vibrator group via a high-speed bus; A track travel system for the first vibrator group and the second vibrator group to travel; The first vibrator group and the second vibrator group each include three groups of independently arranged vibrating units; A vibrating rod lifting system provided on the vibrating unit; The vibrator lifting system includes a traction rope, and The traction rope passes through the guide, and Securely connect the vibrator.

2. A track-type vibrating device according to claim 1, characterized in that: The vibrating rod comprises a double-layer protective shell composed of an inner shell and an outer shell, and The outer shell is sleeved on the outer side of the inner shell. A sealing layer is provided in the inner shell. The inner shell is divided into a driving cavity and a drainage cavity by a sealing layer; At least two groups of spiral blades are arranged on the outer wall of the shell near the driving cavity and are arranged to spiral upward in the longitudinal direction of the vibrating rod.

3. A track-type vibrating device according to claim 2, characterized in that: The width of the spiral blade is 0.1-0.5 mm, and At least one set of guide holes is provided between two adjacent sets of spiral blades. The guide hole is an elliptical hole arranged obliquely, and The inclination angle of the guide hole is consistent with the angle of the spiral blade, which is 15°-30°.

4. A track-type vibrating device according to claim 2, characterized in that: A cavity is provided between the outer shell and the inner shell, and A flow guide is installed in the cavity at the outlet end of the flow guide hole, and The guide member is mounted on the inner wall of the housing, and The other end of the guide member passes through the guide hole on the inner shell, and extending into the drainage cavity in the inner shell; The housing is provided with at least one set of triggering elements. The thickness of the air bleed part is 0.1-0.15mm; The inlet diameter of the guide member is smaller than the diameter of the guide hole, and The diameter of the inlet end of the guide piece is smaller than the diameter of the outlet end of the guide piece The vertical end of the guide member continues to extend until it intersects with the inclined end to form an angle α, and α is 115°.

5. A track-type vibrating device according to claim 4, characterized in that: The vertical end of the guide member extends longitudinally until it intersects with the inclined end to form an angle α, and α is 115°. An included angle e is formed between a vertical line at the bend of the guide member and the inclined end, and the angle is 45°-85°.

6. A track-type vibrating device according to claim 2, characterized in that: A connecting shaft is arranged in the cavity between the outer shell and the inner shell, and The two ends of the connecting shaft are respectively mounted on the inner base and the top base of the shell; At least one set of elastic members is installed on the connecting shaft. The elastic member includes a connecting rod, and The connecting rod is provided with a positioning hole for passing the connecting shaft, and A fastening connector for fixing the connecting rod to the connecting shaft is arranged on both sides of the connecting rod; a connecting block is installed on the connecting rod, and At least one set of elastic members is installed on the end surface of the connecting block away from the connecting rod, and the elastic members pass through the housing, and Connected to the bottom end of the air bleed member; The elastic member comprises an outer sleeve and an inner sleeve slidably mounted in the outer sleeve, and a spring is fixedly mounted in the inner sleeve by a fixing screw or the like, and The spring passes through the inner sleeve, and extends into the outer sleeve and is fixedly connected to the vibrating end portion in the outer sleeve, and The vibration end portion is integrated with the outer sleeve.

7. The track-type vibrating device according to claim 1, characterized in that: The guide includes a mounting arm, and The first end and the second end of the mounting arm are vertically connected, The second end is provided with an inclined connecting end, and The tilt angle is 45°-135; Two sets of first guide wheels arranged in parallel are arranged on the first end away from the connection end, and the traction rope passes through the two sets of first guide wheels. Extending between two sets of second guide wheels arranged in parallel, The second guide wheel is mounted on the connecting end; A box is mounted on the vibrating unit frame directly below the mounting arm, and The box body is provided with two sets of transverse arrangements, and Parallel mounted clamping wheels.

8. A vibrating system, characterized in that: include: control module, and The judgment module, angle measurement module, laser distance measurement module, alarm module and wireless communication module are connected respectively, and The vibration APP detection and control system and the HIM human-computer interaction system are connected through the wireless communication module.

9. A vibrating method for concrete vibrating equipment, characterized in that: include: Step 1: First, the first vibrator group moves at a fixed distance. The first vibrator group moves to a corresponding position at a fixed distance according to the pre-set parameters and stops; Then the second vibrator group moves at a fixed distance, and the second vibrator group moves to a corresponding position at a fixed distance according to the pre-set parameters and stops; Step 2: Use a laser rangefinder to detect the depth of the vibration point, determine the vibration point, and judge whether the vibration point is in the concrete position by observing the position of the red point; if it is correct, set the vibration depth, vibration frequency, vibration time and other corresponding vibration parameters; Step 3: By controlling the vibrator lifting system, the high-frequency vibrator head is lowered to the pre-set position; Step 4: When the expected vibration height is reached, start the vibration with the vibrating rod, control the operation of the vibrating rod, monitor and record the vibration information of the vibrating rod; after the vibration is completed, stop the vibration.

10. A vibrating method for concrete vibrating equipment according to claim 9, characterized in that: The vibration frequency of the vibrating rod in step 2 can reach 12000 rpm; When inserting the vibrator in step 3 into the concrete, make sure that the vibrating part of the vibrator is fully inserted into the concrete and The vibrator is inserted to a depth of 45 mm; and The vibrator retraction and extension speed is increased to 14m / min; The vibrating time of the vibrating rod in step 4 is 28s.

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