Preloading soft foundation treatment equipment

Abstract

The invention relates to the field of engineering construction, in particular to preloading soft foundation treatment equipment which comprises a support, a lifting mechanism, a disc-shaped shell, a driving mechanism, a material moving mechanism and a tamping mechanism. The soil shifting plate below the pressing disc can loosen soil in the center of the operation area and convey the soil in the center to the peripheral side, the material moving mechanism can convey and discharge the soil upwards conveniently, the soil shifting plate, the pressing disc and the material moving mechanism can be matched with one another to directly excavate a foundation pit in the operation area without other excavating equipment, and the operation efficiency is high; in addition, the material moving mechanism can splash filling materials into the foundation pit, meanwhile, a pressing disc in the tamping mechanism is driven by a traction assembly to periodically smash the filling materials below at a large accelerated speed, therefore, the effects of layered filling and layered smashing tamping can be achieved, and the tamping effect is better compared with a direct smashing tamping method.

Description

Technical Field

[0001] The invention relates to the field of engineering construction, and in particular to a preloaded soft foundation treatment device. Background Art

[0002] The preloading method is a common soft soil foundation treatment technology. It accelerates the consolidation process of the foundation soil by applying a temporary load on the original foundation, thereby improving the bearing capacity and stability of the foundation.

[0003] The process of using the preloading method to treat soft soil foundations in local areas such as viaducts or heavy-load tank areas is as follows: 1. Conduct a detailed geological survey of the work area to understand the nature of the foundation soil and determine the necessity and feasibility of foundation treatment; 2. Use excavation equipment to dig a foundation pit in the work area and discharge the soil in the foundation pit; 3. Fill the foundation pit with filling materials such as sand and gravel, and compact the filling materials with a soil compactor.

[0004] The above-mentioned soft soil foundation treatment process has the following problems: the excavation of the foundation pit and the filling and compaction of the foundation pit require the use of an excavator and a earth compactor respectively, which has a high operation cost, and due to the discontinuous operation process, the operation efficiency is relatively low; at the same time, when the filling material is compacted by a earth compactor, if the foundation pit is deep and the filling material is thick, it is easy to fail to compact in place. Summary of the invention

[0005] In order to solve the above problems, the present invention adopts the following technical solution: a preloading soft foundation treatment equipment, including a bracket, two of which are symmetrically arranged on the left and right, and the upper horizontal sections of the two brackets are commonly connected to a lifting mechanism, and the lower end of the lifting mechanism is connected to a disc-shaped shell, an opening is arranged below the disc-shaped shell and a driving mechanism is connected to the disc-shaped shell.

[0006] The driving mechanism includes a ring plate, which is rotatably connected to the opening below the disc-shaped shell. Three rotating shafts are circumferentially passed through the upper and lower edges of the ring plate and are rotatably connected. A material moving mechanism is connected below each of the three rotating shafts. The material moving mechanism includes a connecting frame, a connecting frame is rotatably sleeved on the upper end of the rotating shaft, a soil discharge pipe is provided on the external fixed sleeve of the connecting frame, and a compacting mechanism is connected to the soil discharge pipe.

[0007] The compaction mechanism includes a protective shell, which is fixedly connected to the center of the upper end surface of the aggregate tray. A traction assembly is connected inside the protective shell. The lower ends of the three soil discharge pipes are slidably sleeved with a pressure plate. The lower end of the traction assembly passes through the aggregate tray and is fixedly connected to the pressure plate. The lower end surface of the pressure plate is connected to three opening and closing assemblies that cooperate with the pressure plate. A soil-moving plate is threadedly connected to the center of the lower end surface of the pressure plate.

[0008] The opening and closing assembly includes a ring seat, and the lower end surface of the pressure plate is provided with an annular groove at the edge of the soil discharge pipe, and the ring seat is fixedly connected in the annular groove, and the inner wall of the ring seat is fixedly connected to a mounting rod which coincides with the diameter of the ring seat, and two semicircular baffles are rotatably connected to the mounting rod, and the two semicircular baffles are assembled to form a circular baffle matched with the ring seat, and two circular rings are fixedly sleeved on the mounting rod, and the two semicircular baffles are connected to the circular rings by a torsion spring, and the lower end surface of the rotating shaft is provided with a notch matched with the semicircular baffle.

[0009] Preferably, the lifting mechanism includes a top frame, a movable seat, a fixed seat, a connecting plate and a lifting assembly. Two top frames are symmetrically fixedly connected to the upper horizontal section between two brackets. The lower end of the top frame is symmetrically slidingly connected to the left and right of two movable seats. Four fixed seats are fixedly connected to the disc-shaped outer shell in a matrix arrangement. The fixed seats and the movable seat that are located on the same straight line and close to each other are hingedly connected by a connecting plate, and the movable seat and the top frame are commonly connected with a lifting assembly.

[0010] Preferably, the lifting assembly includes a hanging rod, a connecting rod and a hydraulic cylinder, two hanging rods are symmetrically fixedly connected between the two top frames, two movable seats located in the same straight line front and back are fixedly connected by a connecting rod, and a hydraulic cylinder is hinged on the hanging rod and the connecting rod.

[0011] Preferably, the driving mechanism also includes a bidirectional reduction motor, a circular plate and a rotating assembly. The bidirectional reduction motor is fixedly connected to the upper end surface of the disc-shaped shell, the driving shaft of the bidirectional reduction motor passes through the disc-shaped shell and is rotatably connected to the circular plate, an annular plate is rotatably sleeved on the outer side of the circular plate, the outer side of the annular plate is rotatably connected to the disc-shaped shell, and the upper ends of the three rotating shafts are located in the disc-shaped shell and are commonly connected to the rotating assembly.

[0012] Preferably, the rotating assembly includes a central gear, planetary gears and an inner ring gear, the planetary gear fixed sleeve is arranged on the upper end of the rotating shaft, the three planetary gears are commonly meshed and connected with the central gear, the central gear fixed sleeve is arranged on the driving shaft of the bidirectional reduction motor, the outer sides of the three planetary gears are commonly meshed and connected with the inner ring gear, and the inner ring gear is fixedly connected to the inside of the disc-shaped outer shell.

[0013] Preferably, the material moving mechanism further comprises a spiral conveying blade and a collecting plate, the rotating shaft is fixedly connected with the spiral conveying blade at the part located inside the soil discharge pipe, the top ends of the three soil discharge pipes are commonly fixedly connected with the collecting plate, and the collecting plate is connected with a tamping mechanism.

[0014] Preferably, the traction assembly includes a mounting plate, a connecting column, a lifting module, a U-shaped rod, a connecting rod, a lifting rod and an acceleration module, two mounting plates are symmetrically fixedly connected to the upper end surface of the collecting tray, the end surfaces of the two mounting plates are symmetrically fixedly connected at an upper position, the two connecting columns are symmetrically fixedly connected with a U-shaped rod for rotation together, a lifting module matching the U-shaped rod is connected to the right connecting column, a connecting rod is fixedly sleeved on the horizontal end of the U-shaped rod, a clearance groove extending in the front-to-back direction is opened from top to bottom at the center of the collecting tray, the lower end of the connecting rod passes through the clearance groove and is rotatably connected to the lifting rod, the lower end of the lifting rod is fixedly connected with a pressure plate, and the three soil discharge pipes and the lifting rod are commonly connected with an acceleration module.

[0015] Preferably, the lifting module includes a crank handle, a column block and a drive motor. The left end of the right mounting column is fixedly sleeved with a crank handle. The right end face of the crank handle is fixedly connected to a column block that cooperates with the U-shaped rod. The right end of the right mounting column is fixedly connected to a drive motor. The drive motor is fixedly connected to the protective shell, and the drive shaft of the drive motor is locked by a ratchet and pawl mechanism connected to the right mounting plate.

[0016] Preferably, the acceleration module includes a limit frame and a force storage spring, and the three soil discharge pipes are commonly fixed with a limit frame at a position below the aggregate tray. The limit frame is slidably connected to the lifting rod, and the limit frame is connected to the pressure plate through a force storage spring.

[0017] The beneficial effects of the present invention are: 1. The two semicircular baffles in the opening and closing assembly of the present invention can loosen the soil on the surrounding sides of the working area when closed, and the earth-moving plate under the pressure plate can loosen the soil at the center of the working area and transport the soil at the center to the surrounding sides, making it easier for the material moving mechanism to transport and discharge the soil upward. The three can cooperate with each other to directly excavate the foundation pit in the working area without the help of other excavation equipment, and the working efficiency is high.

[0018] 2. The material moving mechanism of the present invention can also sprinkle filling materials into the foundation pit. At the same time, the pressure plate in the compacting mechanism periodically compacts the filling materials below with a large acceleration under the drive of the traction assembly. Since the two are carried out simultaneously, the effect of layered filling and layered compaction can be achieved. Compared with the compaction method of direct compaction, the compaction effect is better. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The present invention is further described below with reference to the accompanying drawings and examples.

[0020] Figure 1 It is a three-dimensional structural schematic diagram of a preloading soft foundation treatment device of the present invention.

[0021] Figure 2It is a three-dimensional structural schematic diagram of the bracket, lifting mechanism and disc-shaped shell of the present invention.

[0022] Figure 3 It is a first-view stereoscopic structural schematic diagram of the disc-shaped housing, driving mechanism, material moving mechanism and tamping mechanism of the present invention.

[0023] Figure 4 It is a three-dimensional structural sectional view of the material moving mechanism and the tamping mechanism of the present invention.

[0024] Figure 5 It is a second perspective three-dimensional structural schematic diagram of the disc-shaped housing, driving mechanism, material moving mechanism and tamping mechanism of the present invention.

[0025] Figure 6 The present invention Figure 4 A partial enlarged view of point A in the middle.

[0026] Figure 7 The present invention Figure 5 A partial enlarged view of point B in the middle.

[0027] Figure 8 It is a diagram showing the state changes of the opening and closing components of the present invention before and after.

[0028] In the figure: 1. bracket; 2. lifting mechanism; 21. top frame; 22. movable seat; 23. fixed seat; 24. connecting plate; 25. lifting assembly; 251. hanging rod; 252. connecting rod; 253. hydraulic cylinder; 3. disc-shaped shell; 4. driving mechanism; 41. bidirectional reduction motor; 42. circular plate; 43. ring plate; 44. rotating shaft; 45. rotating assembly; 451. central gear; 452. planetary gear; 453. inner gear ring; 5. material moving mechanism; 51. connecting frame; 52. soil discharge pipe; 53. spiral conveying blade; 54. collecting plate; 6 , compacting mechanism; 61, protective shell; 62, opening and closing assembly; 621, ring seat; 622, mounting rod; 623, semicircular baffle; 624, torsion spring; 625, notch; 63, pressure plate; 64, traction assembly; 641, mounting plate; 642, connecting column; 643, lifting module; 6431, crank handle; 6432, columnar block; 6433, driving motor; 644, U-shaped rod; 645, connecting rod; 646, lifting rod; 647, acceleration module; 6471, limit frame; 6472, storage spring; 65, excavator plate. DETAILED DESCRIPTION

[0029] The embodiments of the present invention are described in detail below with reference to the accompanying drawings, but the invention can be implemented in many different ways as defined and covered by the claims.

[0030] See also Figure 1A preloading soft foundation treatment equipment comprises a bracket 1, a lifting mechanism 2, a disc-shaped shell 3, a driving mechanism 4, a material moving mechanism 5 and a compacting mechanism 6. The bracket 1 is symmetrically arranged with two brackets 1. The upper horizontal sections of the two brackets 1 are commonly connected with the lifting mechanism 2. The lower end of the lifting mechanism 2 is connected with the disc-shaped shell 3. An opening is arranged below the disc-shaped shell 3 and the driving mechanism 4 is connected to the disc-shaped shell 3. The driving mechanism 4 is connected with the material moving mechanism 5 below, and the material moving mechanism 5 is connected with the compacting mechanism 6.

[0031] During the specific work, after a detailed geological survey of the operating area, the preloading soft foundation treatment equipment is moved as a whole to the operating area through external lifting equipment, and the bracket 1 is fixedly installed at the edge of the operating area. Then, the driving mechanism 4 is started first, and then the disc-shaped shell 3, the material moving mechanism 5 and the compacting mechanism 6 are driven to descend synchronously through the lifting mechanism 2. During the descent of the material moving mechanism 5, the soil below will be loosened first, and then the loosened soil will be discharged upward to the outside of the operating area. After the material moving mechanism 5 has been operating for a period of time, a foundation pit can be excavated in the operating area.

[0032] When the excavation of the foundation pit is completed, the disc-shaped shell 3, the material moving mechanism 5 and the compacting mechanism 6 are synchronously lifted and moved out of the foundation pit through the lifting mechanism 2, and then the driving mechanism 4 is closed and the material moving mechanism 5 is cleaned, and then filling materials such as sand and gravel are put into the material moving mechanism 5, and then the driving mechanism 4 is started again and reversed, and then the lower end of the material moving mechanism 5 is entered into the foundation pit through the lifting mechanism 2, and then the material moving mechanism 5 is driven slowly upward for a section through the lifting mechanism 2, and the filling material is evenly sprinkled to the bottom of the foundation pit through the material moving mechanism 5. While sprinkling the filling material, the compacting mechanism 6 is started to compact the filling material, so as to achieve the effect of layered filling and layered compaction.

[0033] See also Figure 1 and Figure 2 The lifting mechanism 2 includes a top frame 21, a movable seat 22, a fixed seat 23, a connecting plate 24 and a lifting assembly 25. The two brackets 1 are located between the upper horizontal sections and are symmetrically fixedly connected to the two top frames 21. The lower ends of the top frames 21 are symmetrically slidably connected to the two movable seats 22. Four fixed seats 23 are fixedly connected to the disc-shaped shell 3 in a matrix arrangement. The fixed seats 23 and the movable seats 22, which are located on the same straight line and close to each other, are hingedly connected by a connecting plate 24. The movable seat 22 and the top frame 21 are commonly connected with a lifting assembly 25.

[0034] See also Figure 1 and Figure 2The lifting assembly 25 includes a hanging rod 251, a connecting rod 252 and a hydraulic cylinder 253. Two hanging rods 251 are fixedly connected between the two top frames 21 symmetrically on the left and right. The two movable seats 22 located in the same straight line front and back are fixedly connected by the connecting rod 252. The hydraulic cylinder 253 is hinged on the hanging rod 251 and the connecting rod 252.

[0035] During specific operation, in the initial state, the piston rods of the two hydraulic cylinders 253 are in an extended state, and the hanging rod 251 and the connecting rod 252 are also far away from each other, and then the two movable seats 22 located on the same top frame 21 are far away from each other, and the upward angle between the two symmetrical connecting plates 24 is large, so that the disc-shaped shell 3, the driving mechanism 4, the material moving mechanism 5 and the compacting mechanism 6 can be hoisted to a certain height. When the disc-shaped shell 3, the driving mechanism 4, the material moving mechanism 5 and the compacting mechanism 6 need to be lowered, the piston rods of the two hydraulic cylinders 253 are retracted at the same time to make the two movable seats 22 located on the same top frame 21 approach synchronously, and then the upward angle between the two symmetrical connecting plates 24 can be reduced, so that the disc-shaped shell 3, the driving mechanism 4, the material moving mechanism 5 and the compacting mechanism 6 can be synchronously lowered.

[0036] See also Figure 3 and Figure 5 The driving mechanism 4 includes a bidirectional reduction motor 41, a circular plate 42, a ring plate 43, a rotating shaft 44 and a rotating assembly 45. The bidirectional reduction motor 41 is fixedly connected to the upper end surface of the disc-shaped shell 3. The driving shaft of the bidirectional reduction motor 41 passes through the disc-shaped shell 3 and is rotatably connected to the circular plate 42. A ring plate 43 is rotatably sleeved on the outer side of the circular plate 42. The outer side of the ring plate 43 is rotatably connected to the disc-shaped shell 3. Three rotating shafts 44 are circumferentially passed through and rotatably connected to the ring plate 43. The upper ends of the three rotating shafts 44 are located in the disc-shaped shell 3 and are commonly connected to the rotating assembly 45. The lower ends of the three rotating shafts 44 are commonly connected to the material moving mechanism 5.

[0037] See also Figure 3 The rotating assembly 45 includes a central gear 451, planetary gears 452 and an inner gear ring 453. The planetary gears 452 are fixedly sleeved on the upper end of the rotating shaft 44. The three planetary gears 452 are commonly meshed and connected with the central gear 451. The central gear 451 is fixedly sleeved on the driving shaft of the bidirectional reduction motor 41. The outer sides of the three planetary gears 452 are commonly meshed and connected with the inner gear ring 453. The inner gear ring 453 is fixedly connected to the inside of the disc-shaped housing 3.

[0038] See also Figure 3 and Figure 5The material moving mechanism 5 includes a connecting frame 51, a soil discharge pipe 52, a spiral conveying blade 53 and a collecting plate 54. The connecting frame 51 is rotatably sleeved on the rotating shaft 44, and the external fixed sleeve of the connecting frame 51 is provided with a soil discharge pipe 52. The rotating shaft 44 is fixedly connected to the spiral conveying blade 53 at the part located inside the soil discharge pipe 52. The top ends of the three soil discharge pipes 52 are commonly fixedly connected to the collecting plate 54, and the collecting plate 54 is connected to the tamping mechanism 6.

[0039] During specific operation, the bidirectional reduction motor 41 drives the center gear 451 to rotate synchronously. Under the joint action of the center gear 451 and the inner ring gear 453, the three planetary gears 452 rotate and revolve around the periphery of the center gear 451. The rotation of the planetary gears 452 drives the rotating shaft 44 and the spiral conveying blades 53 to rotate synchronously, and then the soil loosened by the tamping mechanism 6 is transported upward along the soil discharge pipe 52 to the collecting plate 54. The orbital rotation of the planetary gears 452 drives the ring plate 43 to rotate synchronously through the rotating shaft 44, and then drives the connecting frame 51, the soil discharge pipe 52, the collecting plate 54 and the tamping mechanism 6 to rotate synchronously.

[0040] See also Figure 3-Figure 5 The compacting mechanism 6 includes a protective shell 61, an opening and closing assembly 62, a pressure plate 63, a traction assembly 64 and a soil-moving plate 65. The protective shell 61 is fixedly connected to the center of the upper end surface of the collecting tray 54. The traction assembly 64 is connected to the protective shell 61. The lower ends of the three soil discharge pipes 52 are slidably sleeved with a pressure plate 63. The lower end of the traction assembly 64 passes through the collecting tray 54 and is fixedly connected to the pressure plate 63. The lower end surface of the pressure plate 63 is connected to three opening and closing assemblies 62 that cooperate with the pressure plate 63. The center of the lower end surface of the pressure plate 63 is connected to a soil-moving plate 65 through threads.

[0041] See also Figure 5 , Figure 7 and Figure 8 The opening and closing assembly 62 includes a ring seat 621, a mounting rod 622, a semicircular baffle 623, a torsion spring 624 and a notch 625. The lower end surface of the pressure plate 63 is provided with an annular groove at the edge of the soil discharge pipe 52. The ring seat 621 is fixedly connected in the annular groove. The inner wall of the ring seat 621 is fixedly connected with a mounting rod 622 whose diameter coincides with that of the ring seat 621. Two semicircular baffles 623 are rotatably connected to the mounting rod 622. The two semicircular baffles are assembled to form a circular baffle that matches the ring seat 621. Two circular rings are fixedly sleeved on the mounting rod 622. The two semicircular baffles 623 are connected to the circular rings through a torsion spring 624. The lower end surface of the rotating shaft 44 is provided with a notch 625 that matches the semicircular baffle 623.

[0042] During specific work, when it is necessary to excavate a foundation pit, in the initial state, the lower end surface of the pressure plate 63 is slightly lower than the lower end surface of the soil discharge pipe 52 under the action of the traction mechanism. At this time, the two semicircular baffles are in a closed state under the action of the notch 625 at the lower end of the rotating shaft 44. On the one hand, it can ensure that the soil discharge pipe 52 is connected with the soil below. On the other hand, the two semicircular baffles can loosen the soil below while rotating with the rotating shaft 44. During this process, the earth-moving plate 65 is installed at the center of the pressure plate 63. During excavation, since the three soil discharge pipes 52 will rotate along the center of the axis of the pressure plate 63 driven by the planetary gear 452, the rotating shaft 44 and the connecting frame 51, the earth-moving plate 65 will also rotate with the rotation of the pressure plate 63. While loosening the soil at the center of the foundation pit, the soil can also be moved around to facilitate the spiral conveying blades 53 to transport it upward. When the foundation pit excavation is completed, the earth-moving plate 65 is manually removed to avoid hindering the subsequent compaction of the filling material by the pressure plate 63.

[0043] See also Figure 4 and Figure 6 The traction assembly 64 includes a mounting plate 641, a connecting column 642, a lifting module 643, a U-shaped rod 644, a connecting rod 645, a lifting rod 646 and an acceleration module 647. The mounting plate 641 is symmetrically fixedly connected to the upper end surface of the collecting tray 54 with two connecting columns 642 symmetrically fixedly connected at the upper position of the adjacent end surfaces of the two mounting plates 641. The two connecting columns 642 are rotatably connected to the U-shaped rod 644. The right side connecting column 646 is connected to the upper end surface of the collecting tray 54. A lifting module 643 cooperating with the U-shaped rod 644 is connected to the connecting column 642, a connecting rod 645 is fixedly sleeved on the horizontal end of the U-shaped rod 644, a clearance groove extending in the front-to-back direction is opened at the center of the collecting tray 54, the lower end of the connecting rod 645 passes through the clearance groove and is rotatably connected to the lifting rod 646, the lower end of the lifting rod 646 is fixedly connected to the pressure plate 63, and the three soil discharge pipes 52 and the lifting rod 646 are commonly connected to the acceleration module 647.

[0044] See also Figure 6 The lifting module 643 includes a crank handle 6431, a column block 6432 and a drive motor 6433. The left end of the right mounting column is fixedly sleeved with a crank handle 6431. The right end face of the crank handle 6431 is fixedly connected with a column block 6432 that matches the U-shaped rod 644. The right end of the right mounting column is fixedly connected with a drive motor 6433. The drive motor 6433 is fixedly connected to the protective shell 61, and the drive shaft of the drive motor 6433 is locked by a ratchet pawl mechanism connected to the right mounting plate 641.

[0045] See also Figure 4 and Figure 5The acceleration module 647 includes a limit frame 6471 and a force storage spring 6472. The three soil discharge pipes 52 are fixedly sleeved with a limit frame 6471 at a position below the collecting tray 54. The limit frame 6471 is slidably connected to the lifting rod 646, and the limit frame 6471 is connected to the pressure plate 63 through the force storage spring 6472.

[0046] During specific operation, in the initial state, the right connecting column 642 and the rocker handle 6431 are in a locked static state under the action of the ratchet and pawl mechanism, the U-shaped rod 644 opens downward and its right vertical section overlaps the column block 6432, the force storage spring 6472 is in a compressed state, the pressure plate 63 is mounted on the soil discharge pipe 52, and the two semicircular baffles 623 are in the slot 625 and are in a closed state.

[0047] When the excavation of the foundation pit is completed and it is necessary to fill the foundation pit with filling materials, first put the filling materials into the collecting tray 54, then start the bidirectional reduction motor 41, and make the rotating shaft 44 of the bidirectional reduction motor 41 rotate in the opposite direction to that when excavating the foundation pit, so that the spiral conveying blades 53 can convey and sprinkle the filling materials to the bottom of the foundation pit.

[0048] While spreading the filling material, start the drive motor 6433, and the drive motor 6433 drives the right connecting column 642 to rotate counterclockwise, which in turn drives the crank 6431 to rotate counterclockwise synchronously. When the crank 6431 rotates counterclockwise, the U-shaped rod 644 is driven to rotate counterclockwise through the column block 6432. During the counterclockwise rotation of the U-shaped rod 644, when its horizontal section passes the highest point, the U-shaped rod 644 loses support at the rear, and the U-shaped rod 644 rotates counterclockwise at a faster speed under the action of the gravity of the connecting rod 645, the lifting rod 646 and the pressure plate 63 and the action of the storage spring 6472, and then the connecting rod 645 and the lifting rod 646 also descend synchronously, causing the pressure plate 63 to fall quickly to press the filling material below.

[0049] At the same time, the pressure plate 63 will also move relative to the rotating shaft 44 during the descent process, thereby causing the two semicircular baffles 623 to disengage from the notch 625. During this process, the two semicircular baffles 623 are reset under the action of the torsion spring 624, blocking the annular groove below the pressure plate 63. Then, when the handle and the column block 6432 continue to rotate counterclockwise under the drive motor 6433, when they come into contact with the U-shaped rod 644, they can drive the U-shaped rod 644 to rotate counterclockwise to the top again, and then the above movement is repeated again, thereby achieving layered pressing of the filling material.

[0050] In the description of the embodiments of the present invention, it should be noted that the terms "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "oil level", "top", "bottom", "outer", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the embodiments of the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the embodiments of the present invention. In addition, in the description of the present invention, unless otherwise specified, "multiple", "multiple roots", and "multiple groups" mean two or more.

[0051] In the description of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "set", "connect", "install", and "connect" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0052] The embodiments of this specific implementation method are all preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention. Therefore, all equivalent changes made according to the structure, shape, and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. A preloading soft foundation treatment equipment, characterized by: It comprises a bracket (1), wherein two brackets (1) are symmetrically arranged on the left and right, and the upper horizontal sections of the two brackets (1) are commonly connected to a lifting mechanism (2), and the lower end of the lifting mechanism (2) is connected to a disc-shaped shell (3), and an opening is arranged at the lower side of the disc-shaped shell (3) and a driving mechanism (4) is connected to the disc-shaped shell (3); The driving mechanism (4) comprises a ring plate (43), the ring plate (43) is rotatably connected to the opening at the bottom of the disc-shaped housing (3), three rotating shafts (44) are circumferentially passed through the ring plate (43) and are rotatably connected, and a material moving mechanism (5) is connected below the three rotating shafts (44), and the material moving mechanism (5) comprises a connecting frame (51), the connecting frame (51) is rotatably sleeved on the upper end of the rotating shaft (44), and a soil discharge pipe (52) is fixedly sleeved outside the connecting frame (51), and a compacting mechanism (6) is connected to the soil discharge pipe (52); The compacting mechanism (6) comprises a protective shell (61), the protective shell (61) is fixedly connected to the center of the upper end surface of the collecting plate (54), a traction assembly (64) is connected inside the protective shell (61), the lower ends of the three soil discharge pipes (52) are slidably sleeved with a pressure plate (63), the lower end of the traction assembly (64) passes through the collecting plate (54) and is fixedly connected to the pressure plate (63), the lower end surface of the pressure plate (63) is connected to three opening and closing assemblies (62) matched with the pressure plate (63), and the center of the lower end surface of the pressure plate (63) is connected to a soil excavator (65) through a thread; The opening and closing assembly (62) comprises a ring seat (621), the lower end surface of the pressure plate (63) is provided with an annular groove at the edge of the soil discharge pipe (52), the ring seat (621) is fixedly connected in the annular groove, the inner wall of the ring seat (621) is fixedly connected with a mounting rod (622) whose diameter coincides with that of the ring seat (621), the mounting rod (622) is rotatably connected with two semicircular baffles (623), the two semicircular baffles are assembled to form a circular baffle matched with the ring seat (621), two circular rings are fixedly sleeved on the mounting rod (622), the two semicircular baffles (623) are connected to the circular rings via a torsion spring (624), and the lower end surface of the rotating shaft (44) is provided with a notch (625) matched with the semicircular baffle (623).

2. The equipment for treating soft foundation by preloading according to claim 1 is characterized by: The lifting mechanism (2) comprises a top frame (21), a movable seat (22), a fixed seat (23), a connecting plate (24) and a lifting assembly (25); two top frames (21) are fixedly connected front and back symmetrically between the two brackets (1) located between the upper horizontal sections; two movable seats (22) are slidably connected left and right symmetrically at the lower ends of the top frames (21); four fixed seats (23) are fixedly connected to the disc-shaped housing (3) in a matrix arrangement; the fixed seats (23) and the movable seats (22) located on the same straight line and close to each other are hingedly connected via the connecting plate (24); and the movable seats (22) and the top frame (21) are connected to the lifting assembly (25).

3. The equipment for treating soft foundation by preloading according to claim 2 is characterized by: The lifting assembly (25) comprises a hanging rod (251), a connecting rod (252) and a hydraulic cylinder (253); two hanging rods (251) are fixedly connected between the two top frames (21) in a symmetrical manner; two movable seats (22) located in the same straight line front and back are fixedly connected via the connecting rod (252); and the hydraulic cylinder (253) is hingedly connected to the hanging rod (251) and the connecting rod (252).

4. The equipment for treating soft foundation by preloading according to claim 1 is characterized by: The driving mechanism (4) further comprises a bidirectional reduction motor (41), a circular plate (42) and a rotating assembly (45); the bidirectional reduction motor (41) is fixedly connected to the upper end surface of the disc-shaped housing (3); a driving shaft of the bidirectional reduction motor (41) passes through the disc-shaped housing (3) and is rotationally connected to the circular plate (42); a ring plate (43) is rotationally sleeved on the outer side of the circular plate (42); the outer side of the ring plate (43) is rotationally connected to the disc-shaped housing (3); the upper ends of the three rotating shafts (44) are located in the disc-shaped housing (3) and are commonly connected to the rotating assembly (45).

5. The equipment for treating soft foundation by preloading according to claim 4 is characterized by: The rotating assembly (45) comprises a central gear (451), planetary gears (452) and an inner gear ring (453); the planetary gears (452) are fixedly sleeved on the upper end of the rotating shaft (44); the three planetary gears (452) are meshedly connected with the central gear (451); the central gear (451) is fixedly sleeved on the driving shaft of the bidirectional reduction motor (41); the outer sides of the three planetary gears (452) are meshedly connected with the inner gear ring (453); and the inner gear ring (453) is fixedly connected to the inside of the disc-shaped housing (3).

6. The equipment for treating soft foundation by preloading according to claim 1 is characterized by: The material moving mechanism (5) further comprises a spiral conveying blade (53) and a collecting plate (54); the rotating shaft (44) is fixedly connected to the spiral conveying blade (53) at the part located inside the soil discharge pipe (52); the top ends of the three soil discharge pipes (52) are commonly fixedly connected to the collecting plate (54); and the collecting plate (54) is connected to a compacting mechanism (6).

7. The equipment for treating soft foundation by preloading according to claim 6 is characterized by: The traction assembly (64) comprises a mounting plate (641), a connecting column (642), a lifting module (643), a U-shaped rod (644), a connecting rod (645), a lifting rod (646) and an acceleration module (647), wherein two mounting plates (641) are symmetrically fixedly connected to the upper end surface of the collecting plate (54), and the adjacent end surfaces of the two mounting plates (641) are symmetrically fixedly connected to the connecting columns (642) at the upper position, and the two connecting columns (642) are rotatably connected to the U-shaped rod (644), and the right side connecting rod (645) is connected to the U-shaped rod (644). A lifting module (643) matching with the U-shaped rod (644) is connected to the connecting column (642); a connecting rod (645) is fixedly sleeved on the horizontal end of the U-shaped rod (644); a clearance groove extending in the front-to-back direction is opened at the center of the collecting plate (54) from top to bottom; the lower end of the connecting rod (645) passes through the clearance groove and is rotatably connected to the lifting rod (646); the lower end of the lifting rod (646) is fixedly connected to the pressure plate (63); and an acceleration module (647) is commonly connected to the three soil discharge pipes (52) and the lifting rod (646).

8. The equipment for treating soft foundation by preloading according to claim 7 is characterized by: The lifting module (643) includes a crank (6431), a columnar block (6432) and a driving motor (6433); the left end of the right mounting column is fixedly sleeved with a crank (6431); the right end face of the crank (6431) is fixedly connected with a columnar block (6432) matching with the U-shaped rod (644); the right end of the right mounting column is fixedly connected with a driving motor (6433); the driving motor (6433) is fixedly connected to the protective housing (61), and the driving shaft of the driving motor (6433) is locked by a ratchet pawl mechanism connected to the right mounting plate (641).

9. The equipment for treating soft foundation by preloading according to claim 7 is characterized by: The acceleration module (647) includes a limit frame (6471) and a force storage spring (6472). The three soil discharge pipes (52) are fixedly sleeved with a limit frame (6471) at a position below the collecting plate (54). The limit frame (6471) is slidably connected to the lifting rod (646), and the limit frame (6471) is connected to the pressure plate (63) via the force storage spring (6472).

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