A self-balancing detection device for horizontal bearing capacity of pile foundation

By designing the detection and sealing components of the load cell and using bidirectional telescopic rods to adjust the opening size and seal, the problems of poor sealing effect and low grouting efficiency of the load cell in pile foundation detection were solved, thus improving construction efficiency and sealing effect.

CN119145475BActive Publication Date: 2025-10-21YUNNAN CHUTIAN ENG TESTING CO LTD
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Patent Information

Application Number
CN202411540453.3
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-10-31
Publication Date
2025-10-21
Estimated Expiration
2044-10-31

AI Technical Summary

Technical Problem

In the existing load cell test for self-balancing of pile foundation horizontal bearing capacity, the opening size is difficult to adjust, resulting in poor sealing effect or low grouting efficiency.

Method used

A device comprising a load cell, a detection component, a drive component, and a sealing component was designed. The movement of the lifting plate and the deformable arc plate is controlled by a bidirectional telescopic rod to adjust the size of the load cell opening and achieve sealing after grouting.

Benefits of technology

It achieves efficient grouting and sealing during concrete pouring, avoiding problems caused by openings that are too small or too large, and improving construction efficiency and sealing effect.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application discloses a kind of pile foundation horizontal bearing capacity self-balancing detection device, including load box, still including detection component, drive component and sealing component, the load box top is fixedly connected with top sealing plate, wherein, the detection component includes jack.The application, when needing to carry out pouring concrete, control two-way telescopic rod shrink, make two-way telescopic rod drive lifting disc move downward outside connecting cylinder, while lifting disc moves, make rotating frame on lifting disc pull connection frame one, connection frame one pull connection frame two and connection frame three at this time, make the connection push rod on connection frame three drive deformation arc plate rotate, since the rotating frame four on deformation arc plate is rotatably connected with the middle part of rotating block, make deformation arc plate drive sealing top plate close to fixed barrel outer wall, simultaneously enlarge the opening in the middle of load box, so that when pouring concrete, it will not reduce pouring efficiency because of too small opening.
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Description

Technical Field

[0001] The present invention relates to the technical field of pile foundation detection equipment, in particular to a self-balancing detection device for the horizontal bearing capacity of a pile foundation. Background Art

[0002] Self-balancing detection of pile foundation horizontal bearing capacity usually refers to the use of the self-balancing method to detect the horizontal bearing capacity of pile foundations in pile foundation projects. This method is based on a static load test method that seeks loading reaction forces inside the pile foundation. It is particularly suitable for scenarios where some traditional detection methods are difficult to achieve, such as water test piles, slope test piles, foundation pit bottom test piles, narrow site test piles, etc.

[0003] The principle of self-balancing pile foundation testing is that during the construction process, a special loading device, the load box, is finalized and manufactured according to the pile bearing capacity parameter requirements, and is placed at the bottom of the pile body or a designated position (usually the balance point of the pile body) to make the reaction forces of the upper and lower sections of the pile equal to maintain the loading. When the load box is in use, the opening in the middle of the load box needs to be sealed after the pouring is completed to ensure its performance during use. The opening size of the load box is related to the difficulty and effect of the sealing treatment. An opening that is too large may increase the difficulty of sealing and reduce the sealing effect, while an opening that is too small may cause inconvenience to the sealing operation, resulting in reduced engineering efficiency during use. Improvements need to be made to this problem. Summary of the Invention

[0004] The purpose of the present invention is to provide a self-balancing detection device for the horizontal bearing capacity of a pile foundation to solve the problems raised in the above background technology.

[0005] In order to solve the above technical problems, the present invention provides the following technical solutions: a self-balancing detection device for the horizontal bearing capacity of a pile foundation, comprising a load box, a detection assembly, a drive assembly and a sealing assembly, wherein a top sealing plate is fixedly connected to the top of the load box.

[0006] Wherein, the detection component includes:

[0007] The jack is fixedly connected to the bottom of the load box. A displacement meter is also provided at the bottom of the load box. The inner ring of the load box is fixedly connected to a fixed shaft. The outer side of the fixed shaft is rotatably connected to a rotating sleeve. The end of the rotating sleeve away from the inner ring of the load box is fixedly connected to a fixed barrel. The top and bottom ends of the fixed barrel are fixedly connected to connecting tubes. The side of the connecting tube away from the fixed barrel is fixedly connected to a circular plate.

[0008] According to the above technical solution, the driving assembly includes a bidirectional telescopic rod, a lifting plate, a rotating frame 1, a connecting frame 1 and a connecting frame 2. The bidirectional telescopic rod is fixedly connected to the inside of the fixed barrel, the bidirectional telescopic rod has a telescopic end, the lifting plate is fixedly connected to the telescopic end of the bidirectional telescopic rod, the rotating frame 1 is rotatably connected to the outside of the lifting plate, the connecting frame 1 is fixedly connected to the side of the rotating frame 1 away from the lifting plate, and the connecting frame 2 is hinged to the outside of the connecting frame 1.

[0009] According to the above technical solution, the sealing assembly includes a connecting frame three, a connecting push rod, a deformable arc plate, a connecting frame four, a rotating block and a sealing top plate. The connecting frame three is hinged to the inner side of the connecting frame one, the connecting push rod is fixedly connected to the top of the connecting frame three, the deformable arc plate is rotatably connected to the side of the connecting push rod away from the connecting frame three, the connecting frame four is fixedly connected to the side of the deformable arc plate close to the lifting plate, the rotating block is fixedly connected to the outside of the connecting push rod, and the sealing top plate is fixedly connected to the top of the deformable arc plate.

[0010] According to the above technical solution, the telescopic end of the bidirectional telescopic rod passes through the top of the fixed barrel and the bottom of the connecting tube and extends into the connecting tube and is fixedly connected to the bottom of the lifting plate, so that the bidirectional telescopic rod can drive the lifting plate during operation.

[0011] According to the above technical solution, a sliding groove is provided in the lifting plate, and the lifting plate is slidably connected to the outer wall of the connecting tube through the sliding groove, so that the bidirectional telescopic rod can control the lifting plate to rise and fall on the outer wall of the connecting tube during operation.

[0012] According to the above technical solution, the outer side of the bottom of the deformable arc plate is fixedly connected to a rotating frame 2, the side of the connecting frame 2 away from the connecting frame 1 is rotatably connected to the middle part of the rotating frame 2, the bottom of the deformable arc plate close to the connecting tube is fixedly connected to a rotating frame 3, the side of the connecting push rod away from the connecting frame 3 is rotatably connected to the middle part of the rotating frame 3, so that the connecting push rod can be connected to the deformable arc plate through the rotating frame 3, and at the same time, the connecting frame 2 is connected to the deformable arc plate through the rotating frame 2.

[0013] According to the above technical solution, the connecting frame four is rotatably connected to the middle part of the rotating block away from the side of the deformed arc plate, so that the connecting frame four on the deformed arc plate can rotate around the rotating block.

[0014] Compared with the prior art, the beneficial effects achieved by the present invention are as follows: when it is necessary to pour concrete, the bidirectional telescopic rod is controlled to contract, so that the bidirectional telescopic rod drives the lifting plate to move downward on the outside of the connecting tube. At the same time, when the lifting plate moves, the rotating frame 1 on the lifting plate pulls the connecting frame 1, and at this time, the connecting frame 1 pulls the connecting frame 2 and the connecting frame 3, so that the connecting push rod on the connecting frame 3 drives the deformed arc plate to rotate. Since the connecting frame 4 on the deformed arc plate is rotatably connected to the middle part of the rotating block, the deformed arc plate drives the sealing top plate to approach the outer wall of the fixed barrel, and at the same time, the opening in the middle part of the load box is enlarged, so that when pouring concrete, the pouring efficiency will not be reduced due to the opening being too small.

[0015] During pouring, the position of the lifting plate is controlled by the two-way telescopic rod, which can control the fitting angle between the deformed arc plate and the outer side of the fixed barrel. At the same time, the size of the opening in the middle of the top sealing plate can be adjusted to avoid the opening being too large, which will cause the concrete to flow downward along the sealing top plate on the deformed arc plate during pouring, and avoid the opening being too large, which will cause uneven internal pressure distribution and affect the pouring effect.

[0016] When the concrete in the lower pile body is poured and needs to be sealed, the two-way telescopic rod is controlled to work, so that the two-way telescopic rod drives the lifting plate to move upward on the outer side of the connecting tube. When the lifting plate moves upward, the rotating frame pushes the connecting frame 1, the connecting frame 2 and the connecting frame 3, so that the connecting frame 4 on the deformed arc plate rotates upward in the rotating block, so that the deformed arc plate and the rotating block are in the same horizontal plane. At this time, the sealing top plate and the circular plate are in the same plane, and the multiple sealing top plates cooperate with the circular plate to seal the surfaces thereof, so that the device can adjust the opening size as needed when in use, and has the function of adjusting the seal. Moreover, since the sealing top plate and the circular plate are both provided on the upper and lower sides, when the sealing top plate on the lower side rotates, the top of the concrete in the lower pile body can be squeezed to compact it, and the sealing top plate and the circular plate on the top form a new bottom surface, so that the pouring will not be uneven due to depression during pouring, so that the work efficiency is increased after the device is put into construction.

[0017] When performing the self-balancing test of the horizontal bearing capacity, the jack is controlled to work, and then the value fed back by the displacement meter is checked and recorded, so that the device can perform the self-balancing test of the horizontal bearing capacity of the pile foundation while working. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:

[0019] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0020] Figure 2It is a schematic diagram of the rotating sleeve of the present invention;

[0021] Figure 3 is a schematic diagram of the interior of the load box of the present invention;

[0022] Figure 4 It is a schematic diagram of the circular plate of the present invention;

[0023] Figure 5 This is a schematic diagram of an explosion at the bidirectional telescopic rod of the present invention;

[0024] Figure 6 This is a schematic diagram of the rotating block of the present invention;

[0025] Figure 7 yes Figure 6 Enlarged schematic diagram of point A in the middle.

[0026] In the figure: 1. Load box; 2. Top sealing plate; 4. Detection assembly; 401. Jack; 402. Displacement meter; 403. Fixed shaft; 404. Rotating sleeve; 405. Fixed barrel; 406. Connecting cylinder; 407. Circular plate; 5. Driving assembly; 501. Bidirectional telescopic rod; 502. Lifting plate; 503. Rotating frame 1; 504. Connecting frame 1; 505. Connecting frame 2; 6. Sealing assembly; 601. Connecting frame 3; 602. Connecting push rod; 603. Deformation arc plate; 604. Connecting frame 4; 605. Rotating block; 606. Sealing top plate. DETAILED DESCRIPTION

[0027] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0028] See also Figure 1-4 The present invention provides a technical solution: a self-balancing detection device for the horizontal bearing capacity of a pile foundation, comprising a load box 1, a detection component 4, a drive component 5 and a sealing component 6, and a top sealing plate 2 is fixedly connected to the top of the load box 1.

[0029] Among them, the detection component 4 includes:

[0030] Jack 401 is fixedly connected to the bottom of the load box 1. A displacement meter 402 is also provided at the bottom of the load box 1. A fixed shaft 403 is fixedly connected to the inner ring of the load box 1. A rotating sleeve 404 is rotatably connected to the outer side of the fixed shaft 403. A fixed barrel 405 is fixedly connected to the end of the rotating sleeve 404 away from the inner ring of the load box 1. A connecting cylinder 406 is fixedly connected to the top and bottom ends of the fixed barrel 405. A circular plate 407 is fixedly connected to the side of the connecting cylinder 406 away from the fixed barrel 405.

[0031] When performing the horizontal bearing capacity self-balancing test, the jack 401 is controlled to work, and then the value fed back by the displacement meter 402 is checked and recorded, so that the device can perform the self-balancing test of the horizontal bearing capacity of the pile foundation while working.

[0032] See also Figure 4-7 The present invention provides a technical solution: the driving assembly 5 includes a bidirectional telescopic rod 501, a lifting plate 502, a rotating frame 1 503, a connecting frame 1 504 and a connecting frame 2 505. The bidirectional telescopic rod 501 is fixedly connected to the inside of the fixed barrel 405, the bidirectional telescopic rod 501 has a telescopic end, the lifting plate 502 is fixedly connected to the telescopic end of the bidirectional telescopic rod 501, the rotating frame 1 503 is rotatably connected to the outside of the lifting plate 502, the connecting frame 1 504 is fixedly connected to the side of the rotating frame 1 503 away from the lifting plate 502, and the connecting frame 2 505 is hinged to the outside of the connecting frame 1 504.

[0033] The sealing assembly 6 includes a connecting frame three 601, a connecting push rod 602, a deformable arc plate 603, a connecting frame four 604, a rotating block 605 and a sealing top plate 606. The connecting frame three 601 is hinged to the inner side of the connecting frame one 504, the connecting push rod 602 is fixedly connected to the top of the connecting frame three 601, the deformable arc plate 603 is rotatably connected to the side of the connecting push rod 602 away from the connecting frame three 601, the connecting frame four 604 is fixedly connected to the side of the deformable arc plate 603 close to the lifting plate 502, the rotating block 605 is fixedly connected to the outer side of the connecting push rod 602, and the sealing top plate 606 is fixedly connected to the top of the deformable arc plate 603.

[0034] The telescopic end of the bidirectional telescopic rod 501 passes through the top of the fixed barrel 405 and the bottom of the connecting tube 406 and extends into the connecting tube 406 to be fixedly connected to the bottom of the lifting plate 502, so that the bidirectional telescopic rod 501 can drive the lifting plate 502 during operation.

[0035] A sliding groove is provided in the lifting plate 502, and the lifting plate 502 is slidably connected to the outer wall of the connecting tube 406 through the sliding groove, so that the bidirectional telescopic rod 501 can control the lifting plate 502 to rise and fall on the outer wall of the connecting tube 406 during operation.

[0036] The outer side of the bottom of the deformed arc plate 603 is fixedly connected to the rotating frame 2, and the connecting frame 2 505 is rotatably connected to the middle part of the rotating frame 2 on the side away from the connecting frame 1 504. The bottom of the deformed arc plate 603 is fixedly connected to the rotating frame 3 on the side close to the connecting tube 406, and the connecting push rod 602 is rotatably connected to the middle part of the rotating frame 3 on the side away from the connecting frame 3 601, so that the connecting push rod 602 can be connected to the deformed arc plate 603 through the rotating frame 3, and at the same time, the connecting frame 2 505 is connected to the deformed arc plate 603 through the rotating frame 2.

[0037] The connecting frame 4 604 is rotatably connected to the middle part of the rotating block 605 on the side away from the deformed arc plate 603, so that the connecting frame 4 604 on the deformed arc plate 603 can rotate around the rotating block 605.

[0038] When it is necessary to pour concrete, the two-way telescopic rod 501 is controlled to retract, so that the two-way telescopic rod 501 drives the lifting plate 502 to move downward on the outside of the connecting tube 406. At the same time, when the lifting plate 502 moves, the rotating frame 1 503 on the lifting plate 502 pulls the connecting frame 1 504. At this time, the connecting frame 1 504 pulls the connecting frame 2 505 and the connecting frame 3 601, so that the connecting push rod 602 on the connecting frame 3 601 drives the deformed arc plate 603 to rotate. Since the connecting frame 4 604 on the deformed arc plate 603 is rotatably connected to the middle part of the rotating block 605, the deformed arc plate 603 drives the sealing top plate 606 to approach the outer wall of the fixed barrel 405, and at the same time expands the opening in the middle part of the load box 1, so that when pouring concrete, the pouring efficiency will not be reduced due to the opening being too small.

[0039] During pouring, the position of the lifting plate 502 is controlled by the bidirectional telescopic rod 501, so as to control the fitting angle between the deformed arc plate 603 and the outer side of the fixed barrel 405. At the same time, the size of the opening in the middle of the top sealing plate 2 can be adjusted to avoid the opening being too large, which causes the concrete to flow downward along the sealing top plate 606 on the deformed arc plate 603 during pouring, and to avoid the opening being too large, which causes the internal pressure distribution to be uneven, thereby affecting the pouring effect.

[0040] When the concrete in the lower pile body is poured and needs to be sealed, the two-way telescopic rod 501 is controlled to work, so that the two-way telescopic rod 501 works to drive the lifting plate 502 to move upward outside the connecting tube 406. When the lifting plate 502 moves upward, the rotating frame 1 503 pushes the connecting frame 1 504, the connecting frame 2 505 and the connecting frame 3 601, so that the connecting frame 4 604 on the deformed arc plate 603 rotates upward inside the rotating block 605, so that the deformed arc plate 603 and the rotating block 605 are in the same horizontal plane. At this time, the sealing top plate 606 and the circular plate 407 are in the same horizontal plane. The top of the pile is flat, and multiple sealing top plates 606 cooperate with the circular plate 407 to seal the surface where they are located, so that the size of the opening can be adjusted as needed when the device is in use, and it has the function of adjusting the seal. Since the upper and lower sides are provided with sealing top plates 606 and circular plates 407, when the sealing top plate 606 on the lower side rotates, the top of the concrete in the lower pile body can be squeezed to compact it, and the top sealing top plate 606 and the circular plate 407 form a new bottom surface, so that the pouring will not be uneven due to depression during pouring, so that the work efficiency is increased after the device is put into construction.

[0041] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus.

[0042] Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art will be able to modify the technical solutions described in the aforementioned embodiments or substitute equivalents for some of the technical features. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention shall be included within the scope of protection of the present invention.

Claims

1. A self-balancing detection device for horizontal bearing capacity of a pile foundation, comprising a load box (1), characterized in that: It also includes a detection component (4), a drive component (5) and a sealing component (6), and a top sealing plate (2) is fixedly connected to the top of the load box (1); Wherein, the detection component (4) comprises: The jack (401) is fixedly connected to the bottom of the load box (1). The bottom of the load box (1) is also provided with a displacement meter (402). The inner ring of the load box (1) is fixedly connected to a fixed shaft (403). The outer side of the fixed shaft (403) is rotatably connected to a rotating sleeve (404). The rotating sleeve (404) is fixedly connected to a fixed barrel (405) at one end away from the inner ring of the load box (1). The top and bottom ends of the fixed barrel (405) are both fixedly connected to a connecting barrel (406). The connecting barrel (406) is fixedly connected to a circular plate (407) at one side away from the fixed barrel (405). The driving assembly (5) includes a bidirectional telescopic rod (501). ), a lifting plate (502), a rotating frame 1 (503), a connecting frame 1 (504) and a connecting frame 2 (505), the bidirectional telescopic rod (501) is fixedly connected to the inside of the fixed barrel (405), the bidirectional telescopic rod (501) has a telescopic end, the lifting plate (502) is fixedly connected to the telescopic end of the bidirectional telescopic rod (501), the rotating frame 1 (503) is rotatably connected to the outside of the lifting plate (502), the connecting frame 1 (504) is fixedly connected to the side of the rotating frame 1 (503) away from the lifting plate (502), and the connecting frame 2 (505) is hinged to the outside of the connecting frame 1 (504); the sealing assembly ( 6) includes a connecting frame three (601), a connecting push rod (602), a deformable arc plate (603), a connecting frame four (604), a rotating block (605) and a sealing top plate (606), wherein the connecting frame three (601) is hinged to the inner side of the connecting frame one (504), the connecting push rod (602) is fixedly connected to the top of the connecting frame three (601), the deformable arc plate (603) is rotatably connected to the side of the connecting push rod (602) away from the connecting frame three (601), the connecting frame four (604) is fixedly connected to the side of the deformable arc plate (603) close to the lifting plate (502), and the rotating block (605) is fixedly connected to the connecting push rod (602) outside, the sealing top plate (606) is fixedly connected to the top of the deformed arc plate (603); when it is necessary to pour concrete, the two-way telescopic rod (501) is controlled to shrink, so that the two-way telescopic rod (501) drives the lifting plate (502) to move downward on the outside of the connecting tube (406), and at the same time, when the lifting plate (502) moves, the rotating frame 1 (503) on the lifting plate (502) pulls the connecting frame 1 (504), and at this time, the connecting frame 1 (504) pulls the connecting frame 2 (505) and the connecting frame 3 (601), so that the connecting push rod (602) on the connecting frame 3 (601) drives the deformed arc plate (603) to rotate.

2. A pile foundation horizontal bearing capacity self-balancing detection device according to claim 1, characterized in that: The telescopic end of the bidirectional telescopic rod (501) passes through the top of the fixed barrel (405) and the bottom of the connecting tube (406) and extends into the connecting tube (406) to be fixedly connected to the bottom of the lifting plate (502).

3. The self-balancing detection device for pile foundation horizontal bearing capacity according to claim 2, characterized in that: A sliding groove is provided in the lifting plate (502), and the lifting plate (502) is slidably connected to the outer wall of the connecting tube (406) through the sliding groove.

4. A pile foundation horizontal bearing capacity self-balancing detection device according to claim 3, characterized in that: The outer side of the bottom of the deformed arc plate (603) is fixedly connected to the rotating frame 2, the side of the connecting frame 2 (505) away from the connecting frame 1 (504) is rotatably connected to the middle part of the rotating frame 2, the side of the bottom of the deformed arc plate (603) close to the connecting tube (406) is fixedly connected to the rotating frame 3, and the side of the connecting push rod (602) away from the connecting frame 3 (601) is rotatably connected to the middle part of the rotating frame 3.

5. The self-balancing detection device for pile foundation horizontal bearing capacity according to claim 4, characterized in that: The fourth connecting frame (604) is rotatably connected to the middle portion of the rotating block (605) at a side away from the deformed arc plate (603).

Citation Information

Patent Citations

  • Hydraulic detection device for load of prefabricated tubular pile

    CN101787713A

  • Force measurement pipe pile

    CN101851915A