A pile foundation pre-embedded part positioning device for mountain photovoltaic engineering

Abstract

The present application relates to the technical field of pre-embedded part positioning device, in particular to a pile foundation pre-embedded part positioning device for mountain photovoltaic engineering, which comprises a positioning cylinder, the bottom end of the positioning cylinder is rotatably installed with three outer sheaths which are annularly and uniformly distributed, the inner part of each outer sheath is provided with an inner sheath, the distal end of each inner sheath and outer sheath is provided with a movable ski for increasing the pressure bearing area, the lower side of the positioning cylinder is provided with a matching sleeve, the matching sleeve is located inside the enclosed position of the three outer sheaths, the inner part of the outer sheath is provided with an auxiliary embedding device, the energy transmission structure formed between the matching sleeve and the response sleeve cooperates with the reset torsional spring and the power hammer, which can provide additional driving force when inserting the positioning sign, and the depth insertion of the reference pile can be completed without the traditional external force knocking, so that the construction personnel can complete the positioning and placement of the pre-embedded part under the condition of single-person operation, improve the initial reference construction efficiency of the pile foundation, and improve the accuracy and reliability of the pile foundation installation as a whole, which is especially suitable for the pile foundation positioning construction scene in mountain photovoltaic engineering.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of embedded part positioning device, in particular to a pile foundation embedded part positioning device for mountain photovoltaic engineering. BACKGROUND

[0002] With the rapid construction of distributed photovoltaic and mountain photovoltaic engineering, a large number of photovoltaic supports need to be installed on the foundation layer with large slope or soft unevenness. In order to ensure the bearing stability and array arrangement accuracy of the subsequent support, high-precision reference positioning needs to be completed before pile foundation construction. However, due to the uneven terrain of mountain and the large difference in soil hardness, the traditional positioning method mainly depends on simple measuring tools and manual visual inspection, and the positioning rod is usually inserted into the foundation by hammering. Not only the construction labor intensity is large, but also the power assisting mechanism is lack, which easily leads to problems such as inclination of soil entering, inaccurate positioning and so on. At the same time, the existing positioning device needs to rely on external level meter for manual leveling, cannot automatically correct the posture according to the slope angle, and is difficult to establish reliable horizontal reference in time, resulting in insufficient vertical guide precision of pile position. Therefore, the present application provides a pile foundation embedded part positioning device for mountain photovoltaic engineering. SUMMARY

[0003] The present application aims to provide a pile foundation embedded part positioning device for mountain photovoltaic engineering to solve the problems in the background art.

[0004] To achieve the above-mentioned purpose, the present application provides the following technical scheme: a pile foundation embedded part positioning device for mountain photovoltaic engineering, comprising a positioning cylinder, three outer sheaths in ring shape are uniformly distributed and rotationally installed at the bottom end of the positioning cylinder, an inner sheath is arranged in the inner part of each outer sheath and can be extended and retracted, a movable fin is arranged at the distal end of the inner sheath and the outer sheath, the movable fin is used to increase the bearing area, a matching sleeve is arranged at the lower side of the positioning cylinder, the matching sleeve is located inside the enclosed position of the three outer sheaths, a positioning stick is arranged in the inner part of the positioning cylinder, after determining the pile position, the positioning stick is arranged in the positioning cylinder and the matching sleeve and inserted into the foundation, so as to serve as the reference center point for the subsequent installation of embedded parts, an auxiliary embedding device is arranged in the inner part of the outer sheath, the embedding efficiency of the positioning stick is improved by transmitting the insertion force, a rectangular hole is arranged on the outer surface of the outer sheath, a balance sleeve is arranged in the rectangular hole, a horizontal auxiliary device is integrated between the balance sleeve and the outer sheath, which is used to indicate the real-time horizontal state of the positioning cylinder on the foundation, and a center tube is arranged in the inner part of the outer sheath.

[0005] As a further scheme of the present application, the outer surface of the matching sleeve is rotatably provided with a plurality of connecting arms, and the inner end of the matching sleeve is rotatably provided with a plurality of clamping plates arranged in a ring shape. By rotatably providing a plurality of connecting arms on the outer surface of the matching sleeve and arranging a plurality of clamping plates in a ring shape at the inner end of the matching sleeve, the connecting arms can drive the clamping plates to open or close synchronously, so that the clamping plates form a ring-shaped limiting and uniform clamping support on the foundation, thereby realizing stable positioning in soft soil or gravel terrain, improving the overall stability and anti-displacement ability of the positioning cylinder in mountainous environment, and avoiding tilting or deviation caused by uneven local stress.

[0006] As a further scheme of the present application, the inside of the center pipe is provided with an adapter rod, the upper end of the inner shell is fixedly provided with a locking sleeve, the end of the locking sleeve away from the center pipe is rotatably provided with a passive ring, the bottom end of the adapter rod is fixedly connected with a center rod, and the passive ring is sleeved on the surface of the center rod. By providing the adapter rod in the inside of the center pipe, providing the locking sleeve at the upper end of the inner shell, rotatably providing the passive ring at the end of the locking sleeve away from the center pipe, and sleeving the passive ring on the surface of the center rod, when the center rod is axially displaced by the insertion force or the return force, the passive ring can be limited and matched with the center rod at the locking sleeve, thereby realizing synchronous guiding and locking displacement control between the center pipe and the inner shell.

[0007] As a further scheme of the present application, the auxiliary embedding device comprises a response sleeve, the side of the connecting arm away from the matching sleeve is rotatably connected with the response sleeve, the upper end of the response sleeve is fixedly provided with a buffer cylinder, the outer surface of the buffer cylinder is detachably provided with a support frame, and the inner end of the support frame is rotatably provided with a passive gear.

[0008] As a further scheme of the present application, the passive gears are divided into two groups, a plurality of water drop blocks are rotatably provided at the ends of the two groups of passive gears close to each other, the water drop blocks are arranged in a ring shape, the outer surface of the center pipe is fixedly provided with a rack, the rack is engaged with the ring-shaped water drop blocks, and the passive gears are clamped with the support frame through a return torsion spring. By dividing the passive gears into two groups and rotatably providing the ring-shaped water drop blocks at the ends of the two groups of passive gears close to each other, the water drop blocks form an engagement transmission relationship with the rack outside the center pipe, and when the center pipe is axially displaced or an insertion torque is transmitted, the water drop blocks can be driven to synchronously engage and move in a ring direction.

[0009] As a further scheme of the present application, the inner end of the support frame is rotatably provided with a transmission gear engaged with the passive gear, the inside of the support frame is rotatably provided with an auxiliary wheel, the surface of the transmission gear is fixedly provided with a driving wheel, the driving wheel and the auxiliary wheel are sleeved through a transmission belt in tension, the outer surface of the auxiliary wheel is fixedly provided with a power hammer, and the power hammer accumulates and provides the required power potential by using rotational inertia.

[0010] As a further scheme of the present application, the horizontal auxiliary device comprises a connecting block fixedly installed at the upper end of the outer shell, a knob rotatably installed at the upper end of the connecting block and fixedly connected with the central pipe, and a rotating frame rotatably installed at the inner end of the outer shell and rotatably connected with the balance sleeve, so that the horizontal auxiliary device can synchronously adjust the posture of the central pipe when the posture of the outer shell changes relative to the foundation.

[0011] As a further scheme of the present application, a passive frame is arranged inside the connecting block, an active column is slidably installed at the upper end of the passive frame, and the active column is connected with the connecting block through a return spring, a notch is formed in the outer surface of the knob, the active column is embedded in the notch when the notch rotates to the position of the active column during rotation of the knob, and positioning is achieved, a synchronous pipe is fixedly connected to the outer surface of the passive frame, and the synchronous pipe is arranged inside the active column.

[0012] As a further scheme of the present application, a float is fixedly installed inside the balance sleeve, a sealing cover is detachably installed at the upper end of the float, the sealing cover is fixedly connected with the synchronous pipe, a passive plug is arranged inside the sealing cover, a protrusion is fixedly installed at the bottom end of the passive plug, a stabilizing ring is fixedly installed at the inner end of the float, a jacking rod is arranged inside the stabilizing ring, the upper end of the jacking rod is in contact with the protrusion at the bottom end of the passive plug, and a floating ring is fixedly connected to the end of the jacking rod away from the stabilizing ring.

[0013] Compared with the prior art, the present application has the following advantages:

[0014] 1. When the present application is used, the energy transmission structure formed between the matching sleeve and the response sleeve cooperates with the return torsion spring and the power hammer to provide additional driving force when the positioning peg is inserted, so that the depth of the reference pile can be inserted without traditional external force knocking, and the positioning and positioning of the embedded part can be completed by a single operator, the initial reference construction efficiency of the pile foundation is improved, the accuracy and reliability of the pile foundation installation are improved as a whole, and the present application is especially suitable for pile foundation positioning construction scenes in mountain photovoltaic engineering.

[0015] 2. When the present application is used, the multi-section telescopic support structure of the outer shell and the inner shell is provided, and the movable flippers are additionally arranged at the bottom, so that a larger support contact area can be formed on the mountain or soft foundation, the sinking or tilting of the device during use is effectively prevented, the stability and pressure-bearing capacity of the positioning device under complex foundation conditions are improved, and the locking mechanism of the inner shell can quickly limit at a predetermined height position, so that the support structure remains stable after extension and does not produce secondary displacement.

[0016] 3、The internal integrated automatic leveling mechanism can realize posture self-adaptive correction on inclined foundation, so that the positioning cylinder is always in a horizontal state, which helps to ensure the vertical accuracy of pile position reference in pre-embedded part construction. BRIEF DESCRIPTION OF DRAWINGS

[0017] Figure 1 Structure diagram of pile foundation pre-embedded part positioning device;

[0018] Figure 2 Structure diagram of pile foundation pre-embedded part positioning device when unfolded;

[0019] Figure 3 Structure diagram of the inside of the outer shell;

[0020] Figure 4 Structure diagram of the cooperating sleeve and the clamping plate;

[0021] Figure 5 Structure diagram of the inside of the outer shell;

[0022] Figure 6 Structure diagram of the inside of the inner shell;

[0023] Figure 7 Structure diagram of the locking sleeve and the locking block;

[0024] Figure 8 Disassembly diagram of the auxiliary embedding device;

[0025] Figure 9 Structure diagram of the horizontal auxiliary device;

[0026] Figure 10 Structure diagram of the inside of the connecting block;

[0027] Figure 11 Disassembly diagram of the balancing sleeve;

[0028] Figure 12 Structure diagram of the inside of the sealing cover.

[0029] In the figure: 1, positioning cylinder; 2, positioning sign; 3, outer shell; 4, balancing sleeve;

[0030] 101, cooperating sleeve; 102, connecting arm; 103, clamping plate;

[0031] 201, inner shell; 202, center tube; 203, adapter rod; 204, rack; 205, center rod; 206, locking sleeve; 207, locking block; 208, passive ring; 209, top block;

[0032] 301, connecting block; 302, dial ring; 303, movable column; 304, passive frame; 305, synchronization tube; 306, rotating frame; 307, return spring; 308, sealing cover; 309, stabilizing ring; 310, float; 311, passive plug; 312, ejector rod; 313, floating ring;

[0033] 401, response sleeve; 402, buffer cylinder; 403, support frame; 404, passive gear; 405, return torsional spring; 406, water drop block; 407, transmission gear; 408, transmission belt; 409, auxiliary wheel; 410, power hammer. DETAILED DESCRIPTION

[0034] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only 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 work fall within the scope of protection of the present application.

[0035] Embodiment 1: Please refer to Figures 1-5 A pile foundation pre-embedded part positioning device for mountain photovoltaic engineering, comprising a positioning cylinder 1, the bottom end of the positioning cylinder 1 is rotatably installed with three outer casings 3 distributed in a ring shape, the inside of each outer casing 3 is provided with an inner casing 201 that can be extended and retracted, the inner casing 201 can be pulled out of the outer casing 3 to adapt to different terrains and extend the overall support length of the positioning device, the distal end of the inner casing 201 and the outer casing 3 is provided with a movable ski for increasing the pressure bearing area, forming a larger support contact surface in soft foundation or uneven ground surface, thereby preventing the inner casing 201 from sinking or yawing after being fully extended, and ensuring the stability and perpendicularity of the pile foundation positioning reference;

[0036] A matching sleeve 101 is arranged on the lower side of the positioning cylinder 1, the matching sleeve 101 is located inside the enclosed position of the three outer casings 3, and a positioning pin 2 is arranged inside the positioning cylinder 1, after determining the pile position, the positioning pin 2 is arranged in the positioning cylinder 1 and the matching sleeve 101 and inserted into the foundation, so as to serve as the reference center point for subsequent pre-embedded part installation, thereby improving the accuracy of pile foundation embedding;

[0037] In order to realize labor-saving construction during pile position guiding and inserting, an auxiliary embedding device is arranged inside the outer casing 3, the embedding efficiency of the positioning pin 2 is improved by transmitting the insertion force, the establishment of the positioning reference can be completed without using external force knocking, the construction process is more stable and controllable, a rectangular hole is formed on the outer surface of the outer casing 3, a balance sleeve 4 is arranged in the rectangular hole, a horizontal auxiliary device is integrated between the balance sleeve 4 and the outer casing 3, which is used to indicate the real-time horizontal state of the positioning cylinder 1 on the foundation, so as to ensure that the installation direction of the pile foundation pre-embedded part meets the design requirements, and a center tube 202 is arranged inside the outer casing 3.

[0038] As Figures 4-7 , the outer surface of the fitting sleeve 101 is rotatably mounted with a plurality of connecting arms 102, the two folding arms of the connecting arm 102 are rotatably connected with each other, the inner end of the fitting sleeve 101 is rotatably mounted with a plurality of clamping plates 103, the clamping plate 103 is arranged in a ring shape, and after the positioning sign 2 is introduced into the fitting sleeve 101, its surface is in contact with the clamping plate 103 which can only be flipped down. The elastic piece always presses the clamping plate 103 tightly by the elastic force, and when the positioning sign 2 is lifted, the force is transmitted to the clamping plate 103, and the clamping plate 103 cannot be flipped up to form self-locking, so as to clamp the positioning sign 2 and drive the fitting sleeve 101 to move upward as a whole;

[0039] The inside of the center pipe 202 is provided with an adapter rod 203, the outer surface of the adapter rod 203 is fixedly provided with a rectangular block, the inside of the center pipe 202 is provided with a rectangular slot, and the rectangular block is provided in the rectangular slot. At this time, when the center rod 205 rotates, it will directly drive the adapter rod 203 to rotate. The upper end of the inner protective shell 201 is fixedly provided with a locking sleeve 206, the end of the locking sleeve 206 away from the center pipe 202 is rotatably provided with a passive ring 208, the bottom end of the adapter rod 203 is fixedly connected with a center rod 205, and the passive ring 208 is sleeved on the surface of the center rod 205. The surface of the center rod 205 is provided with a rectangular sliding groove, the inner surface of the passive ring 208 is fixedly provided with a rectangular block, and the rectangular block is provided in the rectangular sliding groove. When the center rod 205 rotates, it will drive the passive ring 208 to rotate, and at the same time, it will not affect the up and down movement of the passive ring 208;

[0040] The end of the locking sleeve 206 close to the passive ring 208 is slidably provided with a plurality of locking blocks 207, the inside of the passive ring 208 is fixedly provided with a plurality of top blocks 209, and the top block 209 is arc-shaped and in contact with the outer surface of the locking block 207;

[0041] Specifically, when the rubber anti-skid sleeve of the locking block 207 is pressed tightly, the contact pressure is converted into a large friction force, so as to realize reliable locking. Therefore, the three inner protective shells 201 can realize height locking on a flat foundation and also realize height locking on an inclined foundation.

[0042] Example 2: please refer to Figure 4 、 Figure 5 、 Figure 8The application discloses a pile foundation pre-embedded part positioning device for mountain photovoltaic engineering, which is based on the foundation of the embodiment 1 and comprises a response sleeve 401, a connecting arm 102 is rotationally connected with the response sleeve 401 on the side away from the matching sleeve 101, so that the matching sleeve 101 moves upwards and drives the response sleeve 401 to move upwards through the connecting arm 102 during the upward movement of the matching sleeve 101, a buffer cylinder 402 is fixedly installed at the upper end of the response sleeve 401, a supporting frame 403 is detachably installed on the outer surface of the buffer cylinder 402, and a driven gear 404 is rotationally installed at the inner end of the supporting frame 403.

[0043] The driven gears 404 are divided into two groups, a plurality of water drop blocks 406 are rotationally installed at the ends close to each other of the two groups of driven gears 404, the water drop blocks 406 are arranged in a ring shape, a plurality of limiting blocks are arranged between the two groups of driven gears 404, the limiting blocks limit the rotation of the water drop blocks 406 within a limited angle range, a rack 204 is fixedly installed on the outer surface of the central pipe 202, the rack 204 is engaged with the water drop blocks 406 arranged in a ring shape, specifically, the rotation of the central pipe 202 can drive the rack 204 to rotate and disengage from the water drop blocks 406, to avoid interference, the rack 204 is designed not to be engaged with the driven gears 404, and the width of the rack 204 is smaller than that of the water drop blocks 406, so that the rotation is smooth.

[0044] The driven gears 404 and the supporting frame 403 are clamped through a reset torsion spring 405, when the buffer cylinder 402 moves upwards, the water drop blocks 406 are limited by the limiting blocks and cannot rotate, after being in contact with the rack 204, the linear motion is transmitted to the driven gears 404, so that the driven gears 404 are forced to rotate, the reset torsion spring 405 is charged when the driven gears 404 rotate, and the water drop blocks 406 move reversely in the release stage of the reset torsion spring 405, at this time, the swinging direction of the water drop blocks 406 is out of the action range of the limiting blocks, so the water drop blocks 406 are not limited by the limiting blocks, so that the driven gears 404 can be normally reset and rotated;

[0045] A transmission gear 407 is rotationally installed at the inner end of the supporting frame 403, the transmission gear 407 is engaged with the driven gears 404, an auxiliary wheel 409 is rotationally installed at the inner portion of the supporting frame 403, a driving wheel is fixedly installed on the surface of the transmission gear 407, and the driving wheel and the auxiliary wheel 409 are tightly sleeved through a transmission belt 408, specifically, a tensioner is arranged in the supporting frame 403, the tension of the transmission belt 408 can be automatically maintained, and the driving force of the driving wheel can be efficiently transmitted to the auxiliary wheel 409;

[0046] The outer surface of the auxiliary wheel 409 is fixedly installed with a power hammer 410, which uses rotational inertia to accumulate and provide the required potential energy. The buffer cylinder 402 falls with the rotation of the power hammer 410, and the self-locking of the clamping plate 103 on the positioning sign 2 directly converts this downward potential energy into driving force on the positioning sign 2. The downward pressure of the worker on the positioning sign 2 is combined with the auxiliary power of the power hammer 410 to make the positioning sign 2 penetrate deeper into the foundation, and the support frame 403 can be flexibly detached from the buffer cylinder 402, so that different weights of power hammers 410 can be replaced according to different terrains.

[0047] Please refer to Figure 5 、 Figures 9-12 The horizontal auxiliary device includes a connecting block 301 fixedly installed at the upper end of the outer shell 3, a pull ring 302 rotatably installed at the upper end of the connecting block 301 and fixedly connected with the central pipe 202, a rotating frame 306 rotatably installed at the inner end of the outer shell 3 and rotatably connected with the balance sleeve 4 at the free end of the rotating frame 306. Specifically, the rotating frame 306 is angularly self-locked through the built-in damping shaft, and the balance sleeve 4 connected therewith is freely rotatable.

[0048] The connecting block 301 is internally provided with a passive frame 304, the upper end of the passive frame 304 is slidably installed with an active column 303, and the active column 303 is connected with the connecting block 301 through a return spring 307. The outer surface of the pull ring 302 is provided with a notch, and when the notch on the surface of the pull ring 302 rotates to the position of the active column 303 during rotation, the active column 303 is embedded therein to realize positioning. The outer surface of the passive frame 304 is fixedly connected with a synchronous pipe 305, and the synchronous pipe 305 is internally provided in the active column 303.

[0049] The balance sleeve 4 is internally fixedly installed with a float 310, the float 310 is internally filled with a liquid, the upper end of the float 310 is detachably installed with a sealing cover 308, the sealing cover 308 is fixedly connected with the synchronous pipe 305, the sealing cover 308 is internally provided with a passive plug 311, the bottom end of the passive plug 311 is fixedly installed with a protrusion, the inner end of the float 310 is fixedly installed with a stabilizing ring 309, the inner end of the stabilizing ring 309 is provided with a top rod 312, the stabilizing ring 309 only limits the active area of the top rod 312, the top rod 312 can be deflected at any angle, the upper end of the top rod 312 is in contact with the protrusion at the bottom end of the passive plug 311, and the end of the top rod 312 away from the stabilizing ring 309 is fixedly connected with a floating ring 313.

[0050] Specifically, the density of the floating ring 313 is smaller than the liquid in the buoy 310, and the liquid in the buoy 310 only submerges half of the height of the floating ring 313, the bottom end of the sealing cover 308 is bowl-shaped, and therefore the top rod 312 always maintains the upward moving force under the action of the buoyancy of the floating ring 313, and only when the buoy 310 is in the vertical state, the top rod 312 pushes the passive plug 311 upward;

[0051] It is worth noting that the sealing cover 308 is provided with a limiting block, which can prevent the protrusion at the bottom end of the passive plug 311 from being completely retracted into the sealing cover 308, and the diameter of the top rod 312 is greater than the protrusion at the bottom end of the passive plug 311;

[0052] The buoyancy of the liquid in the buoy 310 on the floating ring 313 is greater than the total mass of the movable column 303 and the passive frame 304.

[0053] The working principle of the application is as follows:

[0054] When in use, the outer shell 3 is unfolded, and the unfolding angle of the outer shell 3 is limited to ensure that the response sleeve 401 can smoothly descend, guarantee its function is not affected, and pull out the inner shell 201 from it, if the ground is flat, after the inner shell 201 is pulled out, the driving ring 302 is directly rotated, the driving ring 302 drives the adapter rod 203 to rotate through the central pipe 202, then the adapter rod 203 drives the passive ring 208 to rotate through the central rod 205, when the passive ring 208 rotates, the outer surface of the top block 209 will extrude and push the locking block 207, so that the locking block 207 moves towards the direction of the central rod 205, and finally contacts with the outer surface of the central rod 205, and realizes the locking of the central rod 205, so that the inner shell 201 no longer continues to move;

[0055] If the ground is inclined, after fixing the positions of two inner shells 201, the balance sleeve 4 on the side without the fixed inner shell 201 is pulled out, at this time, the passive frame 304 moves downward under the action of gravity, then, the outer shell 3 on the locking side of the inner shell 201 can be slowly rotated, when the outer shell 3 is tentatively rotated, the floating ring 313 in the buoy 310 always remains horizontal, the top end of the top rod 312 is gradually pushed to the protrusion at the bottom end of the passive plug 311, until the protrusion is contacted and pushed upward, then the passive plug 311 moves upward and is transmitted to the inside of the movable column 303 through the synchronous pipe 305, so that the movable column 303 moves upward, at this time, the worker observes that the movable column 303 moves, and starts to rotate the last driving ring 302 to lock the height of the last inner shell 201, in the process of rotating the central pipe 202, the rack 204 is engaged with the water drop block 406;

[0056] At this time, the device has completed automatic leveling on the inclined foundation and stabilized in a horizontal state. Then the positioning pin 2 is inserted from the positioning cylinder 1 and through the inside of the matching sleeve 101. As the positioning pin 2 penetrates into the foundation, if it continues to penetrate, the matching sleeve 101 moves under the action of the clamping plate 103 as the positioning pin 2 is pulled out. As the matching sleeve 101 moves upward, the response sleeve 401 is driven to move by the connecting arm 102. At this time, the water droplet block 406 drives the passive gear 404 to rotate under the meshing action of the rack 204. When the passive gear 404 rotates, the reset torsional spring 405 is energized;

[0057] Then the positioning pin 2 is pressed again. At this time, the reset torsional spring 405 is no longer stressed, and it begins to release the elastic force, which drives the passive gear 404 to rotate. At this time, the transmission gear 407 rotates under the meshing action of the passive gear 404, and drives the auxiliary wheel 409 to rotate through the transmission belt 408. The buffer cylinder 402 falls as the power hammer 410 rotates. The self-locking of the clamping plate 103 on the positioning pin 2 directly converts this downstroke potential energy into driving force on the positioning pin 2. The worker's pressing force on the positioning pin 2 and the auxiliary power of the power hammer 410 work together to make the positioning pin 2 penetrate deeper into the foundation. This reciprocation continues until the positioning pin 2 penetrates to a satisfactory depth.

[0058] When the work is completed, the knob 302 is rotated to end the height locking of the inner shell 201, and the balance sleeve 4 is retracted into the outer shell 3. The inner shell 201 is pushed back into the outer shell 3 to complete the storage.

[0059] The above is only the preferred specific implementation of the present application, but the protection scope of the present application is not limited to this. Any skilled person in the art can make equivalent substitutions or changes within the scope of the disclosed technology and according to the technical solution and inventive concept of the present application, which should be covered within the protection scope of the present application.

Claims

1. A positioning device for embedded piles in a mountain photovoltaic project, comprising a positioning cylinder (1), characterized in that: The bottom end of the positioning cylinder (1) is rotatably mounted with three annularly distributed outer protective shells (3). Each outer protective shell (3) has a retractable inner protective shell (201) inserted inside it. Both the inner protective shell (201) and the outer protective shell (3) have movable flippers at their distal ends to increase the pressure-bearing area. A mating sleeve (101) is provided on the lower side of the positioning cylinder (1). The mating sleeve (101) is located inside the area enclosed by the three outer protective shells (3). A positioning tag (2) is inserted inside the positioning cylinder (1). After determining the pile position, the positioning tag (2) is inserted into the positioning cylinder (1) and the mating sleeve (101). Inserted into the foundation, it serves as the reference center point for the subsequent installation of embedded parts. An auxiliary embedding device is provided inside the outer shell (3) to improve the soil insertion efficiency of the positioning tag (2) by transmitting the insertion force. A rectangular hole is opened on the outer surface of the outer shell (3), and a balance sleeve (4) is provided inside the rectangular hole. A horizontal auxiliary device is integrated between the balance sleeve (4) and the outer shell (3) to indicate the real-time horizontal status of the positioning cylinder (1) on the foundation. A central tube (202) is inserted inside the outer shell (3), and multiple connecting arms (102) are rotatably installed on the outer surface of the mating sleeve (101). The auxiliary embedding device includes a response sleeve (401), and the side of the connecting arm (102) away from the mating sleeve (101) is rotatably connected to the response sleeve (401). A buffer cylinder (402) is fixedly installed on the upper end of the response sleeve (401), and a support frame (403) is detachably installed on the outer surface of the buffer cylinder (402). A passive gear (404) is rotatably installed on the inner end of the support frame (403). The passive gear (404) is divided into two groups. Multiple water droplet blocks (406) are rotatably installed at one end of the two groups of passive gears (404) that are close to each other. The water droplet blocks (406) are arranged in a ring. A rack (204) is fixedly installed on the outer surface of the central tube (202). The rack (204) meshes with the water droplet blocks (406) arranged in a ring. The passive gear (404) is engaged with the support frame (403) by a reset torsion spring (405). A transmission gear (407) is rotatably mounted on the inner end of the support frame (403). The transmission gear (407) meshes with the driven gear (404). An auxiliary wheel (409) is rotatably mounted inside the support frame (403). A drive wheel is fixedly mounted on the surface of the transmission gear (407). The drive wheel and the auxiliary wheel (409) are tensioned and sleeved together by a transmission belt (408). An assist hammer (410) is fixedly mounted on the outer surface of the auxiliary wheel (409). The assist hammer (410) uses rotational inertia to accumulate and provide the required dynamic potential energy.

2. The positioning device for embedded piles in a mountain photovoltaic project according to claim 1, characterized in that: The inner end of the fitting sleeve (101) is rotatably mounted with a plurality of clamping plates (103), which are arranged in a ring.

3. The positioning device for embedded piles in a mountain photovoltaic project according to claim 2, characterized in that: The center tube (202) is provided with an adapter rod (203) inside. The upper end of the inner shell (201) is fixedly installed with a locking sleeve (206). A passive ring (208) is rotatably installed at the end of the locking sleeve (206) away from the center tube (202). The bottom end of the adapter rod (203) is fixedly connected to a center rod (205), and the passive ring (208) is sleeved on the surface of the center rod (205).

4. The positioning device for embedded piles in a mountain photovoltaic project according to claim 1, characterized in that: The horizontal auxiliary device includes a connecting block (301), which is fixedly installed on the upper end of the outer shell (3). A dial ring (302) is rotatably installed on the upper end of the connecting block (301), and the dial ring (302) is fixedly connected to the central tube (202). A rotating frame (306) is rotatably installed on the inner end of the outer shell (3), and the free end of the rotating frame (306) is rotatably connected to the balance sleeve (4).

5. A positioning device for embedded piles in a mountain photovoltaic project according to claim 4, characterized in that: A passive frame (304) is inserted inside the connecting block (301). A movable column (303) is slidably installed on the upper end of the passive frame (304). The movable column (303) is connected to the connecting block (301) by a return spring (307). A notch is opened on the outer surface of the dial ring (302). When the notch on the surface rotates to the movable column (303) during the rotation of the dial ring (302), the movable column (303) is embedded in it to achieve positioning. A synchronization tube (305) is fixedly connected to the outer surface of the passive frame (304). The synchronization tube (305) is inserted inside the movable column (303).

6. A positioning device for embedded piles in a mountain photovoltaic project according to claim 5, characterized in that: A float (310) is fixedly installed inside the balance sleeve (4). A sealing cover (308) is detachably installed on the upper end of the float (310), and the sealing cover (308) is fixedly connected to the synchronization tube (305). A passive plug (311) is inserted inside the sealing cover (308). A protrusion is fixedly installed at the bottom end of the passive plug (311). A stabilizing ring (309) is fixedly installed at the inner end of the float (310). A push rod (312) is inserted inside the stabilizing ring (309). The upper end of the push rod (312) contacts the protrusion at the bottom end of the passive plug (311). A float ring (313) is fixedly connected to the end of the push rod (312) away from the stabilizing ring (309).

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