A sealed trench construction structure for rockfill site vacuum preloading foundation treatment

By using the automated design of the hydraulic splitter, which utilizes electromagnets and motors to drive the auger rod to punch holes and expand the stone blocks, the problem of low stone drilling efficiency in existing technologies has been solved, achieving highly efficient automated drilling and splitting.

CN224675225UActive Publication Date: 2026-08-25CHINA RAILWAY NO 3 GRP CO LTD +2
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Patent Information

Application Number
CN202520202456.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-10
Publication Date
2026-08-25
Estimated Expiration
2035-02-10

AI Technical Summary

Technical Problem

Existing hydraulic rock splitters have low efficiency in drilling holes in quarry sites, requiring manual drilling, which results in low cracking efficiency.

Method used

The design employs a hydraulic splitter, which uses electromagnets to lower and rotate the support plate and auger rod. The auger rod is driven by a motor to drill holes, and the expansion block expands the stone, thus achieving automated hole opening and splitting.

Benefits of technology

It can efficiently drill and crack stones without manual operation, thus improving the efficiency of drilling and cracking.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to sealed ditch construction technology field, and disclose a kind of sealed ditch construction structure of filling stone site vacuum preloading foundation treatment, including transport frame, the top one side of transport frame is fixedly connected with push rod, the top one side of transport frame is fixedly connected with battery in one side of push rod, the top one side of transport frame is fixedly connected with pump station in one side, the top other side of transport frame is fixedly connected with four support rods, the top of four support rods is all fixedly connected with support block, the top of support block is movably connected with first slider, the top of first slider is fixedly connected with rotary block, the hydraulic splitting machine for quarrying of this quarry, third support plate is lowered by first electromagnet and second electromagnet, then third support plate drives screw rod to descend by sleeve pipe, then screw rod is rotated by motor, stone is perforated, then operator is not needed to operate, then stone hole is more convenient.
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Description

Technical Field

[0001] This utility model relates to the field of sealing trench construction technology, specifically a sealing trench construction structure for vacuum preloading foundation treatment of rock-filled sites. Background Technology

[0002] In the construction of rock-filled sites, vacuum preloading is a common construction method to ensure the compaction of the foundation. This involves first laying a sand cushion layer on the surface of the soft soil foundation requiring reinforcement, then burying vertical drainage pipes, and finally covering it with an airtight membrane to isolate it from the atmosphere. The ends of the membrane are then buried and compressed. A vacuum pump or other vacuum method is used to create a negative pressure under the membrane through water-absorbing pipes buried within the sand cushion layer, increasing the effective stress of the foundation. The sealing trench is a crucial component of vacuum preloading. Its main function is to ensure the airtightness of the preloading site, block the connection between water and air inside and outside the preloading site, and stabilize the vacuum level. The airtightness of the sealing trench is a key measure to ensure the effectiveness of vacuum preloading. During construction, a large amount of crushed stone is needed to increase the stability of the sealing trench. The crushed stone is often broken into appropriately sized pieces by a hydraulic rock splitter. The hydraulic rock splitter takes advantage of the brittle nature of rock and concrete, utilizing the wedge principle to release a large splitting force outward from the narrowest opening, achieving stone crushing.

[0003] The existing hydraulic rock splitters used in quarries require workers to operate a drilling machine to drill holes in the stone before inserting the rock splitter into the holes. This makes rock splitting inconvenient and inefficient. Utility Model Content

[0004] To address the shortcomings of existing technologies, this utility model provides a sealing trench construction structure for vacuum preloading foundation treatment in rock-filled sites, which has the advantages of convenient drilling and high efficiency, and solves the problems mentioned in the background technology.

[0005] This utility model provides the following technical solution: a construction structure for a sealed trench in a vacuum preloading foundation treatment of a rock-filled site, comprising a transport frame, a push rod fixedly connected to one side of the top of the transport frame, a battery fixedly connected to one side of the top of the transport frame adjacent to the push rod, a pump station fixedly connected to one side of the top of the transport frame adjacent to the battery, four support rods fixedly connected to the other side of the top of the transport frame, a support block fixedly connected to the top of each of the four support rods, a first slider movably connected to the top of each support block, a rotating block fixedly connected to the top of the first slider, telescopic cylinders fixedly connected to both sides of the bottom end of the rotating block adjacent to the inner side of the support block, second electromagnets fixedly connected to the top of both sides of the bottom end of the rotating block adjacent to the inner side of the telescopic cylinders, a first support plate fixedly connected to the bottom end of the telescopic cylinder adjacent to one side of the rotating block, and one end of the first support plate... A first electromagnet is fixedly connected to the bottom inner side of the telescopic cylinder. A hydraulic rod is movably sleeved in the middle of the first support plate. A second slider is fixedly connected to the other end of the first support plate. A second support plate is movably connected to one end of the second slider. A rotating block is fixedly connected to the top of the second support plate. A collar is fixedly connected to the bottom of the hydraulic rod. An expansion block is fixedly connected to the bottom of the hydraulic rod inside the collar. Connecting blocks are fixedly connected to both sides of the expansion block at the bottom of the hydraulic rod. A connecting plate is movably sleeved on one end of the connecting block. A second expansion plate and a first expansion plate are fixedly connected to both sides of the expansion block at one end of the connecting plate. One end of a spring is fixedly connected to one side of the bottom of the connecting plate. A collar is fixedly connected to the other end of the spring. A handle is fixedly connected to the top of the rotating block. A moving block is fixedly connected to the bottom of the transport frame.

[0006] Preferably, the bottom end of the telescopic cylinder is fixedly connected to a third support plate on the other side of the rotating block, a sleeve is fixedly connected to the middle of the third support plate, one end of a spiral rod is movably sleeved on the middle of the third support plate, the output shaft of a motor is fixedly connected to one end of the spiral rod above the sleeve, a third slider is fixedly connected to one end of the third support plate, and a second support plate is movably connected to one side of the third slider.

[0007] Preferably, the expansion block is movably connected to a first expansion plate and a second expansion plate on both sides, the expansion block is conical in shape, one side of the first expansion plate and the second expansion plate is an inclined surface, the bottom end of the expansion block is located between the first expansion plate and the second expansion plate, and the bottom end of the expansion block is adapted to the inclined surface of the first expansion plate and the second expansion plate.

[0008] Preferably, the top of the support block is provided with a rotating groove, and the first slider is located inside the rotating groove of the support block, and the first slider is adapted to the rotating groove of the support block.

[0009] Preferably, both ends of the second support plate are provided with sliding grooves, and the second slider and the third slider are respectively located inside the sliding grooves of the second support plate, and the second slider and the third slider are adapted to the sliding grooves of the second support plate.

[0010] Compared with the prior art, the present invention has the following beneficial effects:

[0011] 1. The hydraulic rock splitter used in this quarry lowers the third support plate through the first and second electromagnets. The third support plate then drives the screw rod to lower through the sleeve. The screw rod rotates through the motor, which then drills holes in the stone without the need for manual operation, making it easier to drill holes in the stone.

[0012] 2. The hydraulic rock splitter used in this quarry rotates the rotating block by means of a handle, which in turn causes the hydraulic rod and the auger rod to switch positions. Then, the first electromagnet and the second electromagnet cause the first support plate to descend, which in turn causes the first support plate to drive the hydraulic rod to descend. This causes the first expansion plate and the second expansion plate to fall into the holes opened by the auger rod on the surface of the stone. Then, the pump station causes the hydraulic rod to drive the expansion block to descend, which in turn causes the first expansion plate and the second expansion plate to expand, thereby cracking the stone and making the stone cracking more efficient. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the structural assembly of this utility model;

[0014] Figure 2 This is an exploded view of the structural support block of this utility model;

[0015] Figure 3 This is an explosion diagram of the hydraulic rod structure of this utility model;

[0016] Figure 4 This is a cross-sectional view of the telescopic cylinder section of the present invention.

[0017] In the diagram: 1. Transport frame; 2. Support rod; 3. Moving block; 4. Battery; 5. Pump station; 6. Push rod; 7. Handle; 8. Rotating block; 9. Support block; 10. Helical rod; 11. Collar; 12. First slider; 13. Telescopic cylinder; 14. Hydraulic rod; 15. First support plate; 16. First electromagnet; 17. Second slider; 18. Second support plate; 19. Third slider; 20. Third support plate; 21. Motor; 22. Sleeve; 23. Spring; 24. Connecting plate; 25. Connecting block; 26. Expansion block; 27. First expansion plate; 28. Second expansion plate; 29. ​​Second electromagnet. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0019] Please see Figure 1-4 A construction structure for a sealed trench in a vacuum preloading foundation treatment of a rock-filled site includes a transport frame 1. A push rod 6 is fixedly connected to one side of the top of the transport frame 1. A battery 4 is fixedly connected to one side of the top of the transport frame 1, located next to the push rod 6. A pump station 5 is fixedly connected to one side of the top of the transport frame 1, located next to the battery 4. Four support rods 2 are fixedly connected to the other side of the top of the transport frame 1. Support blocks 9 are fixedly connected to the top of each of the four support rods 2. A first slider 12 is movably connected to the top of the support block 9. A rotating block 8 is fixedly connected to the top of the first slider 12. Telescopic cylinders 13 are fixedly connected to both sides of the bottom of the rotating block 8, located inside the support block 9. Second electromagnets 29 are fixedly connected to the top of both sides of the bottom of the rotating block 8, located inside the telescopic cylinder 13. A first support plate 15 is fixedly connected to the bottom of the telescopic cylinder 13, located inside the rotating block 8. One end of the first support plate 15 is fixedly connected to the bottom of the telescopic cylinder 13. A first electromagnet 16, a hydraulic rod 14 is movably sleeved in the middle of a first support plate 15, a second slider 17 is fixedly connected to the other end of the first support plate 15, a second support plate 18 is movably connected to one end of the second slider 17, a rotating block 8 is fixedly connected to the top of the second support plate 18, a collar 11 is fixedly connected to the bottom end of the hydraulic rod 14, an expansion block 26 is fixedly connected to the bottom end of the hydraulic rod 14 inside the collar 11, connecting blocks 25 are fixedly connected to both sides of the bottom end of the hydraulic rod 14 on the expansion block 26, a connecting plate 24 is movably sleeved to one end of the connecting block 25, a second expansion plate 28 and a first expansion plate 27 are fixedly connected to both sides of the expansion block 26 on one end of the connecting plate 24, a spring 23 is fixedly connected to one side of the bottom end of the connecting plate 24, a collar 11 is fixedly connected to the other end of the spring 23, a handle 7 is fixedly connected to the top of the rotating block 8, and a moving block 3 is fixedly connected to the bottom end of the transport frame 1.

[0020] The bottom end of the telescopic cylinder 13 is fixedly connected to the third support plate 20 on the other side of the rotating block 8. The middle part of the third support plate 20 is fixedly connected to the sleeve 22. One end of the spiral rod 10 is movably sleeved in the middle part of the third support plate 20. The output shaft of the motor 21 is fixedly connected to one end of the spiral rod 10 above the sleeve 22. One end of the third support plate 20 is fixedly connected to the third slider 19. One side of the third slider 19 is movably connected to the second support plate 18, which facilitates drilling holes in the stone and reduces the time for the stone to crack.

[0021] The expansion block 26 is movably connected to a first expansion plate 27 and a second expansion plate 28 on both sides. The expansion block 26 is conical in shape. One side of the first expansion plate 27 and the second expansion plate 28 is an inclined surface. The bottom end of the expansion block 26 is located between the first expansion plate 27 and the second expansion plate 28. The bottom end of the expansion block 26 is adapted to the inclined surface of the first expansion plate 27 and the second expansion plate 28, which facilitates storage during non-working hours.

[0022] The top of the support block 9 is provided with a rotating groove, and the first slider 12 is located inside the rotating groove of the support block 9. The first slider 12 is adapted to the rotating groove of the support block 9, which makes it easier to switch the positions of the hydraulic rod 14 and the screw rod 10, thereby making it easier for the stone to crack.

[0023] The second support plate 18 has sliding grooves at both ends. The second slider 17 and the third slider 19 are located inside the sliding grooves of the second support plate 18. The second slider 17 and the third slider 19 are adapted to the sliding grooves of the second support plate 18, so that the spiral rod 10 can descend to make holes in the stone, and then the hydraulic rod 14 can descend to crack the stone.

[0024] Working principle: In use, the third support plate 20 is lowered by the first electromagnet 16 and the second electromagnet 29, which in turn drives the screw rod 10 to descend through the sleeve 22. The screw rod 10 is then rotated by the motor 21, thus drilling holes in the stone without the need for manual operation, making it easier to drill holes in the stone. The rotating block 8 is then rotated by the handle 7, which causes the hydraulic rod 14 and the screw rod 10 to switch positions. The first support plate 15 is then lowered by the first electromagnet 16 and the second electromagnet 29, which in turn drives the hydraulic rod 14 to descend. This causes the first expansion plate 27 and the second expansion plate 28 to fall into the holes drilled by the screw rod 10 on the stone surface. The hydraulic rod 14 is then driven by the pump station 5 to descend the expansion block 26, which causes the first expansion plate 27 and the second expansion plate 28 to expand, thus cracking the stone and increasing the stone cracking efficiency.

[0025] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Additionally, in the description of this utility model, it should be understood that the terms "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," and "counterclockwise," indicating orientation or positional relationships, are based on the orientation or positional relationships shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, in the accompanying drawings of this utility model, the filling pattern is only used to distinguish the layers and is not used for any other limitation.

[0026] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A construction structure for a sealed trench for vacuum preloading foundation treatment in a rock-filled site, comprising a transport frame (1), characterized in that: A push rod (6) is fixedly connected to one side of the top of the transport frame (1). A battery (4) is fixedly connected to one side of the top of the transport frame (1) on the side of the push rod (6). A pump station (5) is fixedly connected to one side of the top of the transport frame (1) on the side of the battery (4). Four support rods (2) are fixedly connected to the other side of the top of the transport frame (1). A support block (9) is fixedly connected to the top of each of the four support rods (2). A first slider (12) is movably connected to the top of the support block (9). The top of the first slider (12) is... A rotating block (8) is fixedly connected to the bottom of the rotating block (8) on both sides inside the support block (9). A second electromagnet (29) is fixedly connected to the top of the rotating block (8) on both sides inside the telescopic cylinder (13). A first support plate (15) is fixedly connected to the bottom of the telescopic cylinder (13) on one side of the rotating block (8). A first electromagnet (16) is fixedly connected to the bottom of the first support plate (15) inside the telescopic cylinder (13). A hydraulic rod (14) is movably sleeved in the middle of the first support plate (15). A second slider (17) is fixedly connected to the other end of the first support plate (15). A second support plate (18) is movably connected to one end of the second slider (17). A rotating block (8) is fixedly connected to the top of the second support plate (18). A collar (11) is fixedly connected to the bottom end of the hydraulic rod (14). An expansion block (26) is fixedly connected to the bottom end of the hydraulic rod (14) inside the collar (11). Both sides of the bottom end of the hydraulic rod (14) are fixedly connected to the expansion block (26). A connecting block (25) is fixedly connected to the connecting block (25), and a connecting plate (24) is movably sleeved on one end of the connecting plate (24). A second expansion plate (28) and a first expansion plate (27) are fixedly connected to one side of the expansion block (26). One end of a spring (23) is fixedly connected to one side of the bottom end of the connecting plate (24), and a collar (11) is fixedly connected to the other end of the spring (23). A handle (7) is fixedly connected to the top of the rotating block (8), and a moving block (3) is fixedly connected to the bottom end of the transport frame (1).

2. The sealing trench construction structure for vacuum preloading foundation treatment in a rock-filled site according to claim 1, characterized in that: The bottom end of the telescopic cylinder (13) is fixedly connected to a third support plate (20) on the other side of the rotating block (8). A sleeve (22) is fixedly connected to the middle of the third support plate (20). One end of a spiral rod (10) is movably sleeved on the middle of the third support plate (20). The output shaft of a motor (21) is fixedly connected above the sleeve (22). A third slider (19) is fixedly connected to one end of the third support plate (20). A second support plate (18) is movably connected to one side of the third slider (19).

3. The sealing trench construction structure for vacuum preloading foundation treatment in a rock-filled site according to claim 1, characterized in that: The expansion block (26) is movably connected to a first expansion plate (27) and a second expansion plate (28) on both sides. The expansion block (26) is conical in shape. One side of the first expansion plate (27) and the second expansion plate (28) is an inclined surface. The bottom end of the expansion block (26) is located between the first expansion plate (27) and the second expansion plate (28). The bottom end of the expansion block (26) is adapted to the inclined surface of the first expansion plate (27) and the second expansion plate (28).

4. The sealing trench construction structure for vacuum preloading foundation treatment in a rock-filled site according to claim 1, characterized in that: The top of the support block (9) is provided with a rotating groove, and the first slider (12) is located inside the rotating groove of the support block (9). The first slider (12) is adapted to the rotating groove of the support block (9).

5. The sealing trench construction structure for vacuum preloading foundation treatment in a rock-filled site according to claim 2, characterized in that: The second support plate (18) has sliding grooves at both ends. The second slider (17) and the third slider (19) are located inside the sliding grooves of the second support plate (18). The second slider (17) and the third slider (19) are adapted to the sliding grooves of the second support plate (18).