Cross beam structure for anti-loosening pressure-resistant heavy-load ton bucket

Abstract

The invention provides a cross beam structure for an anti-loosening pressure-resistant heavy-load ton bucket, and relates to the field of supporting cross beams for ton buckets, the cross beam structure comprises a base, and further comprises a synchronous adjusting mechanism arranged on the base; in order to solve the problems that in the prior art, an intermediate bulk container beam structure can be vibrated in different directions in the conveying process, so that the peak value of the weight borne by the intermediate bulk container beam structure exceeds the design standard, and the intermediate bulk container beam structure is deformed and damaged. An existing ton barrel is buffered through a first spring, a supporting disc rotates in a self-adaptive mode, vibration in different directions is buffered, deformation and damage of equipment are prevented, and the service life of the equipment is prolonged; by arranging the synchronous adjusting mechanism, the problem that in the prior art, the damping effect is poor due to the fixed elastic coefficient is solved; and by arranging the synchronous adjusting mechanism, the problem that in the prior art, internal parts are blocked due to long-term use of equipment is solved.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of supporting cross beams for ton barrels, in particular to a kind of anti-loosening pressure-resistant heavy-load cross beam structure for ton barrel. BACKGROUND

[0002] In the field of logistics and warehousing, ton barrels are widely used for storing and transporting large quantities of liquid or solid materials, and ton barrel cross beam structure is used to connect the frame on both sides of the ton barrel, so that a stable whole is formed to prevent the ton barrel from tipping over during transportation. However, the existing ton barrel cross beam structure will be subjected to vibrations in different directions during transportation, which may cause the weight peak that the ton barrel cross beam structure has to bear to exceed the design standard, thereby causing deformation and damage to the ton barrel cross beam structure.

[0003] For example, the "anti-loosening ton barrel supporting cross beam tray" disclosed in Chinese utility model patent (application number: 202421612693.5) has a support at the corner position of the tray, so that the middle position of the tray is basically supported by the support disc, which requires higher strength of the support disc. Although the design of the support disc can withstand the weight of the ton barrel, there are many uncontrollable factors during long-term storage and transportation, especially vibrations during transportation, which may cause the weight peak that the support disc has to bear to exceed the design standard. The above-mentioned patent can prove the defects existing in the prior art.

[0004] Therefore, we have made improvements and proposed a kind of anti-loosening pressure-resistant heavy-load cross beam structure for ton barrel. SUMMARY

[0005] The present application aims to solve the problem that the existing ton barrel cross beam structure is subjected to vibrations in different directions during transportation, causing the weight peak that the ton barrel cross beam structure has to bear to exceed the design standard, resulting in deformation and damage to the ton barrel cross beam structure.

[0006] To achieve the above-mentioned purpose of the application, the present application provides an anti-loosening pressure-resistant heavy-load cross beam structure for ton barrel to improve the above-mentioned problems.

[0007] The present application is as follows: It comprises a base, and a synchronous adjusting mechanism arranged on the base; The synchronous adjusting mechanism comprises an offset slot arranged in the base, a support disc slidingly arranged in the offset slot, a dome block arranged at the bottom of the support disc, a dome slot arranged in the base, a sliding ring slidingly arranged on the offset slot, and a spring one arranged in the offset slot.

[0008] As a preferred technical solution of the present application, the dome block is slidingly arranged on the dome slot, and the spring one is arranged on the corresponding faces of the sliding ring and the support disc.

[0009] As the preferred technical scheme of the present application, the threaded rod is rotatably arranged in the base, the sliding ring is threadedly connected to the threaded rod, the guide block is arranged in the offset slot, and the sliding ring is slidingly arranged on the guide block.

[0010] As the preferred technical scheme of the present application, the base is provided with a resisting part, the resisting part is wedge-shaped, and the resisting part is matched with the supporting disc.

[0011] As the preferred technical scheme of the present application, the threaded rod is provided with a driving gear, the base is rotatably provided with a transmission gear, the driving gear is matched with the transmission gear, the transmission gear is provided with a worm gear, and the worm gear is rotatably arranged in the base.

[0012] As the preferred technical scheme of the present application, the base is rotatably provided with a worm, the worm is matched with the worm gear, and the worm is provided with a knob.

[0013] As the preferred technical scheme of the present application, the sliding ring is provided with a cavity, the cavity is slidingly provided with a jacking column, the end of the jacking column is semicircular, the base is provided with a limiting slot, the end of the jacking column is matched with the limiting slot, and the cavity is provided with a spring two.

[0014] As the preferred technical scheme of the present application, the limiting slot is provided with a plurality of limiting slots, and the plurality of limiting slots are linearly arranged in the base.

[0015] As the preferred technical scheme of the present application, the cavity is provided with a driving ring, and the spring two is arranged on the corresponding surfaces of the driving ring and the cavity.

[0016] As the preferred technical scheme of the present application, the base is provided with an extension part, and the extension part is matched with the sliding ring.

[0017] Compared with the prior art, the present application has the following advantages: In the scheme of the present application: 1. In order to solve the problem that the ton barrel beam structure is subjected to vibration in different directions during conveying, so that the peak value of the weight borne by the ton barrel beam structure exceeds the designed standard, resulting in deformation and damage of the ton barrel beam structure, the synchronous adjusting mechanism is arranged, the existing ton barrel is buffered by the spring one, the supporting disc is self-adaptively rotated, the vibration in different directions is buffered, the deformation and damage of the equipment are prevented, and the service life of the equipment is improved. 2. Through the synchronous adjusting mechanism arranged, the existing ton barrel is targeted buffered by changing the elasticity of spring one, the damping effect can be optimized according to the actual load of the existing ton barrel, the stability of the equipment is improved, and the problem of poor damping effect caused by the fixed elastic coefficient in the prior art is solved. 3. Through the synchronous adjusting mechanism arranged, the sliding ring generates vibration when sliding, so that the sliding resistance of the sliding ring is reduced, the jamming phenomenon caused by pressure is reduced, the internal parts of the equipment are prevented from being jammed due to long-term use, and the problem that the internal parts of the equipment are jammed due to long-term use in the prior art is solved. BRIEF DESCRIPTION OF DRAWINGS

[0018] Figure 1 The structure schematic view of the cross beam structure for the anti-looseness pressure-resistant heavy-load ton barrel is provided; Figure 2 The internal structure schematic view of the base of the cross beam structure for the anti-looseness pressure-resistant heavy-load ton barrel is provided; Figure 3 The overall structure schematic view of the sliding ring of the cross beam structure for the anti-looseness pressure-resistant heavy-load ton barrel is provided; Figure 4 The local section structure schematic view of the dome block of the cross beam structure for the anti-looseness pressure-resistant heavy-load ton barrel is provided; Figure 5 The Figure 4 The enlarged structure schematic view of area A of the cross beam structure for the anti-looseness pressure-resistant heavy-load ton barrel is provided; Figure 6 The local section structure schematic view of the base of the cross beam structure for the anti-looseness pressure-resistant heavy-load ton barrel is provided.

[0019] Indications in the figure are: 1, base; 2, synchronous adjusting mechanism; 201, offset groove; 202, support disc; 203, dome block; 204, dome groove; 205, sliding ring; 206, spring one; 207, threaded rod; 208, guide block; 209, resisting part; 210, driving gear; 211, transmission gear; 212, worm; 213, worm; 214, knob; 215, cavity; 216, jacking column; 217, limiting groove; 218, spring two; 219, driving ring; 220, extension. DETAILED DESCRIPTION

[0020] In order to better understand the technical scheme of the present application, the technical scheme in the embodiments of the present application will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor should belong to the scope of protection of the present application.

[0021] As described in the background, the ton barrel beam structure will be subjected to vibration in different directions during transportation, so that the peak weight borne by the ton barrel beam structure exceeds the designed standard, resulting in deformation and damage of the ton barrel beam structure.

[0022] To solve this technical problem, the present application provides a locking-resistant pressure-resistant heavy-load ton barrel beam structure, which is applied to a ton barrel support beam.

[0023] Specifically, please refer to Figures 1-6 The locking-resistant pressure-resistant heavy-load ton barrel beam structure specifically comprises a base 1, and further comprises a synchronous adjusting mechanism 2 arranged on the base 1. The synchronous adjusting mechanism 2 comprises an offset slot 201 arranged in the base 1, a support disc 202 slidingly arranged in the offset slot 201, a dome block 203 arranged at the bottom of the support disc 202, a dome slot 204 arranged in the base 1, a sliding ring 205 slidingly arranged on the offset slot 201, and a spring 206 arranged in the offset slot 201.

[0024] The locking-resistant pressure-resistant heavy-load ton barrel beam structure provided by the present application solves the problem that the ton barrel beam structure in the prior art is subjected to vibration in different directions during transportation, so that the peak weight borne by the ton barrel beam structure exceeds the designed standard, resulting in deformation and damage of the ton barrel beam structure. The synchronous adjusting mechanism 2 is arranged, and the existing ton barrel is buffered by the spring 206, wherein the support disc 202 is self-adaptively rotated to buffer the vibration in different directions, prevent deformation and damage of the equipment, and improve the service life of the equipment. The synchronous adjusting mechanism 2 is arranged, the existing ton barrel is buffered by changing the elasticity of the spring 206, the damping effect can be optimized according to the actual load of the existing ton barrel, the stability of the equipment is improved, and the problem of poor damping effect caused by the fixed elastic coefficient in the prior art is solved. The synchronous adjusting mechanism 2 is arranged, the sliding ring 205 generates vibration when sliding, the sliding resistance of the sliding ring 205 is reduced, the jamming phenomenon caused by pressure is reduced, the internal parts of the equipment are prevented from being jammed due to long-term use, and the problem that the internal parts of the equipment are jammed due to long-term use in the prior art is solved.

[0025] In order to better understand the technical scheme of the present application, the technical scheme in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings.

[0026] It should be noted that the embodiments in the present application and the features and technical solutions in the embodiments can be combined with each other without conflict.

[0027] It should be noted that: similar reference numerals and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings.

[0028] Embodiment 1, please refer to Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 and Figure 6 , a kind of anti-loose pressure heavy load ton bucket beam structure, dome block 203 is slidably arranged on dome groove 204, spring one 206 is arranged on the corresponding surface of sliding ring 205 and support disc 202; In use, as shown in Figure 1 , the existing frame is installed on support disc 202, and the existing ton barrel is placed in the frame, the existing ton barrel is fixed by support disc 202 and the existing frame, so that the existing ton barrel is fixed on base 1, support disc 202 is positioned in offset slot 201 by the elasticity of spring one 206, the existing frame and ton barrel are horizontal with base 1, when the existing ton barrel is transported and different direction vibration occurs, the center of gravity of ton barrel changes, the center of gravity of ton barrel changes and drives support disc 202 and dome block 203 to rotate along dome groove 204, spring one 206 corresponding to the deflection direction of support disc 202, dome block 203, existing frame and ton barrel is extruded and shrunk, the existing ton barrel is buffered by the extension of spring one 206, so that when the existing ton barrel is subjected to different direction vibration, support disc 202 and dome block 203 will adaptively rotate with different direction vibration, and different direction vibration is buffered by spring one 206, so as to reduce the impact force generated by the violent shaking of the liquid or solid material in the existing ton barrel, prevent the deformation or damage of the connecting part of base 1, existing frame and support disc 202 due to excessive stress, thereby improving the service life of the equipment; Further, threaded rod 207 is rotatably arranged in base 1, sliding ring 205 is threadedly connected to threaded rod 207, guide block 208 is arranged in offset slot 201, and sliding ring 205 is slidably arranged on guide block 208; Guide block 208 is used to guide sliding ring 205. When threaded rod 207 rotates, threaded rod 207 drives sliding ring 205 to slide along guide block 208, such as... Figure 2 As shown, when the sliding ring 205 slides upward along the guide block 208, the spring 206 is compressed and contracted by the sliding ring 205 and the support plate 202. At this time, the elasticity of the spring 206 increases. Similarly, when the sliding ring 205 slides downward, the spring 206 unfolds and the elasticity of the spring 206 decreases. By changing the elasticity of the spring 206, the existing ton can be buffered in a targeted manner. The shock absorption effect can be optimized according to the actual load of the existing ton, thus improving the stability of the equipment. When the ton is heavy, the elasticity of the spring 206 is increased; when the ton is light, the elasticity of the spring 206 is decreased. When the elasticity of spring-206 is high, a larger force is required to deform it, which is suitable for heavy load conditions. When the existing ton container is relatively light, vibration is easily transmitted to the ton container. When the elasticity of spring-206 is low, a smaller force is enough to deform it, which is suitable for light load conditions. When the existing ton container is relatively heavy, it cannot effectively cushion the ton container. Furthermore, a stop 209 is provided inside the base 1. The stop 209 is wedge-shaped and is adapted to the support plate 202. The stop 209 is used to limit the support plate 202. When the support plate 202 rotates and contacts the stop 209, the stop 209 limits the support plate 202 to prevent the support plate 202 from deflecting too much. At the same time, the existing frame does not contact the base 1 when rotating synchronously with the support plate 202, thus preventing the existing frame from colliding with the base 1 when rotating. Furthermore, a drive gear 210 is provided on the threaded rod 207, and a transmission gear 211 is rotatably provided inside the base 1. The drive gear 210 and the transmission gear 211 are matched, and a worm gear 212 is provided on the transmission gear 211. The worm gear 212 is rotatably provided on the base 1. Furthermore, a worm gear 213 is rotatably mounted on the base 1, and the worm gear 213 is adapted to the worm wheel 212. A knob 214 is mounted on the worm gear 213. When the knob 214 is rotated, the knob 214 drives the worm gear 213 to rotate synchronously. The worm gear 213 drives the worm wheel 212 to rotate, the worm wheel 212 drives the transmission gear 211 to rotate, the transmission gear 211 drives the drive gear 210 to rotate, and the drive gear 210 drives the threaded rod 207 to rotate. By limiting the worm wheel 212 with the worm gear 213, the worm wheel 212 cannot rotate when the worm gear 213 is not rotating, and consequently the threaded rod 207 cannot rotate either. This prevents the sliding ring 205 from becoming loose. The spring 206 is driven by the synchronous adjusting mechanism 2 to buffer the existing ton barrel, and the supporting disc 202 is self-adaptive rotation to realize buffering of vibration in different directions, prevent deformation and damage of the equipment, and improve the service life of the equipment. By changing the elasticity of the spring 206, the existing ton barrel can be buffered in a targeted manner, the damping effect can be optimized according to the actual load of the existing ton barrel, and the stability of the equipment is improved.

[0029] In embodiment 2, the beam structure for the anti-loosening pressure-resistant heavy-load ton barrel provided in embodiment 1 is further optimized, and specifically, as shown in Figure 2 、 Figure 3 、 Figure 4 、 Figure 5 and Figure 6 , a cavity 215 is arranged in the sliding ring 205, a jacking column 216 is arranged in the cavity 215 in a sliding manner, the end of the jacking column 216 is semicircular, a limiting groove 217 is arranged in the base 1, the end of the jacking column 216 is matched with the limiting groove 217, a spring 218 is arranged in the cavity 215, the jacking column 216 is positioned in the limiting groove 217 through the elasticity of the spring 218, when the existing ton barrel is subjected to severe vibration, the spring 206 is deformed and pressure is applied to the sliding ring 205, when the pressure is applied to the sliding ring 205, the applied pressure is supported by the jacking column 216, so that the pressure applied to the threaded rod 207 is reduced, and the threaded rod 207 and the sliding ring 205 are prevented from being damaged due to excessive pressure; Further, the limiting groove 217 is provided with a plurality of limiting grooves 217, and the plurality of limiting grooves 217 are arranged in the base 1 in a linear array, when the sliding ring 205 slides along the guide block 208, the jacking column 216 and the sliding ring 205 slide synchronously, and when the sliding ring 205 stops sliding, the jacking column 216 can be quickly matched with the limiting groove 217; Further, a driving ring 219 is arranged in the cavity 215, and the spring 218 is arranged on the corresponding surface of the driving ring 219 and the cavity 215, when the sliding ring 205 slides, the jacking column 216 and the limiting groove 217 continuously perform disengagement and engagement movements, as shown in Figure 5 , at this time, the driving ring 219 continuously reciprocates left and right, when the driving ring 219 slides and resets, the sliding ring 205 slides and hits the cavity 215, so that the sliding ring 205 vibrates, because the spring 206 has a continuous downward pressure on the sliding ring 205, the sliding ring 205 will be affected by pressure during movement, these pressures will increase the resistance of the sliding ring 205 during movement, the pressure will increase the friction between the sliding ring 205 and the threaded rod 207, the small displacement generated by the vibration of the sliding ring 205 can change the contact point between the sliding ring 205 and the threaded rod 207, so that the sliding resistance of the sliding ring 205 is reduced, and the jamming phenomenon caused by pressure is reduced; Further, the base 1 is provided with an extension 220, the extension 220 is matched with the sliding ring 205, the sliding ring 205 is limited by the extension 220, and the sliding ring 205 is prevented from being separated from the threaded rod 207; The synchronous adjusting mechanism 2 drives the sliding ring 205 to vibrate, so that the sliding resistance of the sliding ring 205 is reduced, the jamming phenomenon caused by pressure is reduced, and the internal parts are prevented from being jammed due to long-term use of the equipment.

[0030] The use process of the anti-loosening pressure-resistant heavy-load cross beam structure for a ton barrel is as follows: In use, the existing frame is installed on the support disc 202, and the existing ton barrel is placed in the frame, and the existing ton barrel is fixed by the support disc 202 and the existing frame, so that the existing ton barrel is fixed on the base 1. When the existing ton barrel is transported and subjected to vibration in different directions, the center of gravity of the ton barrel changes, and the support disc 202 and the dome block 203 are driven to rotate along the dome groove 204. At this time, the spring one 206 corresponding to the deflection direction of the support disc 202, the dome block 203, the existing frame and the ton barrel is squeezed and contracted. The existing ton barrel is buffered by the extension and contraction of the spring one 206, so that the support disc 202 and the dome block 203 will adaptively rotate with the vibration in different directions, and the spring one 206 will buffer the vibration in different directions. This reduces the impact force generated by the violent shaking of the liquid or solid material in the existing ton barrel. When the rotating knob 214 is rotated, the knob 214 drives the worm 213 to rotate synchronously, the worm 213 drives the worm wheel 212 to rotate, the worm wheel 212 drives the transmission gear 211 to rotate, the transmission gear 211 drives the drive gear 210 to rotate, and the drive gear 210 drives the threaded rod 207 to rotate. The threaded rod 207 drives the sliding ring 205 to slide along the guide block 208, wherein the top column 216 and the limiting groove 217 continuously move away from and engage with each other. At this time, the drive ring 219 continuously slides left and right, and when the drive ring 219 slides back to its original position, the sliding ring 205 slides and hits the cavity 215, causing the sliding ring 205 to vibrate. Because the spring one 206 has a constant downward pressure on the sliding ring 205, the sliding ring 205 will be affected by the pressure during movement. These pressures will increase the resistance of the sliding ring 205 when it moves. The pressure will increase the friction between the sliding ring 205 and the threaded rod 207. The slight displacement caused by the vibration of the sliding ring 205 can change the contact point between the sliding ring 205 and the threaded rod 207, reducing the resistance of the sliding ring 205. This reduces the jamming phenomenon caused by pressure. When the sliding ring 205 slides upward along the guide block 208, the spring one 206 is squeezed and contracted by the sliding ring 205 and the support disc 202. At this time, the elasticity of the spring one 206 increases. Similarly, when the sliding ring 205 slides downward, the spring one 206 expands. At this time, the elasticity of the spring one 206 decreases. By changing the elasticity of the spring one 206, the existing ton barrel can be buffered in a targeted manner. The actual load of the existing ton barrel can be used to optimize the shock absorption effect.

[0031] In this application, unless otherwise clearly indicated and limited, the terms "mounting", "connection", "connecting", "fixed", and the like should be understood broadly, for example, can be fixed connection, can also be detachable connection, or integral; can be mechanical connection, can also be electrical connection or communication with each other; can be directly connected, can also be indirectly connected through an intermediate medium, can be the internal communication of two elements or the interaction relationship between two elements, unless otherwise clearly limited. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0032] Obviously, the above-described embodiments are only a part of the embodiments of the present application, and are not all the embodiments. The preferred embodiments of the present application are shown in the drawings, but do not limit the patent scope of the present application. The present application can be realized in many different forms, and conversely, the purpose of providing these embodiments is to make the disclosure of the present application more thorough and comprehensive. Although the present application has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions recorded in the foregoing specific embodiments, or make equivalent substitutions for part of the technical features. Any equivalent structure made by using the content of the present application specification and drawings, directly or indirectly applied to other related technical fields, is also within the patent protection scope of the present application.

Claims

1. A crossbeam structure for a pressure-resistant, heavy-duty ton container designed to prevent loosening, comprising a base (1), characterized in that, It also includes a synchronous adjustment mechanism (2) disposed on the base (1); The synchronous adjustment mechanism (2) includes an offset groove (201) disposed in the base (1), a support plate (202) slidably disposed in the offset groove (201), a dome block (203) disposed at the bottom of the support plate (202), a dome groove (204) disposed in the base (1), a sliding ring (205) slidably disposed on the offset groove (201), and a spring (206) disposed in the offset groove (201).

2. The anti-loosening, pressure-resistant, heavy-duty ton container crossbeam structure according to claim 1, characterized in that, The dome block (203) is slidably disposed on the dome groove (204), and the spring (206) is disposed on the corresponding surfaces of the sliding ring (205) and the support plate (202).

3. The anti-loosening, pressure-resistant, heavy-duty ton container crossbeam structure according to claim 2, characterized in that, A threaded rod (207) is rotatably provided inside the base (1), and a sliding ring (205) is threadedly connected to the threaded rod (207). A guide block (208) is provided inside the offset groove (201), and the sliding ring (205) is slidably provided on the guide block (208).

4. The anti-loosening, pressure-resistant, heavy-duty ton container crossbeam structure according to claim 3, characterized in that, The base (1) is provided with a stop (209), which is wedge-shaped and is adapted to the support plate (202).

5. The anti-loosening, pressure-resistant, heavy-duty ton container crossbeam structure according to claim 4, characterized in that, A drive gear (210) is provided on the threaded rod (207), and a transmission gear (211) is rotatably provided inside the base (1). The drive gear (210) and the transmission gear (211) are adapted to each other. A worm gear (212) is provided on the transmission gear (211), and the worm gear (212) is rotatably provided on the base (1).

6. The anti-loosening, pressure-resistant, heavy-duty ton container crossbeam structure according to claim 5, characterized in that, A worm gear (213) is rotatably mounted on the base (1), and the worm gear (213) is adapted to the worm wheel (212). A knob (214) is mounted on the worm gear (213).

7. The anti-loosening, pressure-resistant, heavy-duty ton container crossbeam structure according to claim 6, characterized in that, The sliding ring (205) is provided with a cavity (215), and a push post (216) is slidably provided in the cavity (215). The end of the push post (216) is semi-circular. The base (1) is provided with a limiting groove (217). The end of the push post (216) and the limiting groove (217) are adapted to each other. A spring (218) is provided in the cavity (215).

8. The anti-loosening, pressure-resistant, heavy-duty ton container crossbeam structure according to claim 7, characterized in that, Multiple limiting grooves (217) are provided, and the multiple limiting grooves (217) are arranged in a linear array within the base (1).

9. The anti-loosening, pressure-resistant, heavy-duty ton container crossbeam structure according to claim 8, characterized in that, A drive ring (219) is provided inside the cavity (215), and the second spring (218) is provided on the corresponding surfaces of the drive ring (219) and the cavity (215).

10. A crossbeam structure for a heavy-duty, pressure-resistant, anti-loosening ton container according to claim 9, characterized in that, The base (1) is provided with an extension (220), which is adapted to the sliding ring (205).

Images