A local underwater reinforcement device for concrete piles

Through the local underwater reinforcement device of concrete piles controlled by intelligent adaptive motor, the problems of difficult and inaccurate control of rubber hammers during local reinforcement of underwater concrete piles are solved, and the uniform distribution and efficient reinforcement effect of concrete in glass fiber casing are achieved.

CN120273357BActive Publication Date: 2025-08-19THE 2ND ENG CO LTD OF CHINA RAILWAY 17 BUREAU GRP
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Patent Information

Application Number
CN202510740324.7
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2025-06-05
Publication Date
2025-08-19
Estimated Expiration
2045-06-05

AI Technical Summary

Technical Problem

In the prior art, during the local reinforcement of underwater concrete piles, it is difficult for rubber hammers to hit the fiberglass sleeve and it is difficult to accurately control the knocking force, which may lead to damage to the fiberglass sleeve or insufficient concrete flow.

Method used

A local underwater reinforcement device for concrete piles is adopted, including an intelligent adaptive motor controller, pressure sensor and induction mechanism. The rubber strike column is driven to carry out left and right reciprocating motion through the reciprocating mechanism. Combined with pressure sensor and motor control, the strike force is accurately adjusted to ensure that the concrete in the glass fiber sleeve is full.

Benefits of technology

Accurate knocking of fiberglass sleeves is achieved, avoiding the problem of excessive or too small force, improving the uniform distribution and bonding strength of grouting materials, reducing construction difficulty and risk, and improving construction efficiency and quality.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present invention relates to the technical field of concrete pile reinforcement, and specifically discloses a device for local underwater reinforcement of concrete piles, comprising: a shell, a chute, a waterproof cover, and an intelligent adaptive motor controller. The inner wall of the shell is provided with a plurality of chute equidistantly along the circumference, the waterproof cover is provided at the front left end of the shell, the intelligent adaptive motor controller is provided at the front left end of the shell, and the intelligent adaptive motor controller is located in the inner cavity of the waterproof cover. The device can accurately control the force of the knocking to avoid excessive force damaging the fiberglass sleeve or too little force failing to achieve the purpose of promoting the flow and filling of concrete. It can effectively eliminate bubbles and voids in the grouting material, making the grouting material more evenly distributed between the fiberglass sleeve and the concrete pile, improving the positive tensile bonding strength between the grouting material and the concrete, ensuring the repair effect, reducing the construction difficulty and risk, improving the construction efficiency and quality, and providing a more reliable guarantee for the local reinforcement of underwater concrete piles.
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Description

Technical Field

[0001] The invention relates to the technical field of concrete pile reinforcement, in particular to a local underwater reinforcement device for concrete piles. Background Art

[0002] In various underwater construction projects, concrete piles are important structural support components. The stability and reliability of their performance are directly related to the safety and service life of the entire project. However, due to the special characteristics of the underwater environment, concrete piles are often affected by various factors such as water erosion, chemical corrosion, and biological adhesion during long-term use, resulting in damage, cracks, and strength reduction in the pile body. These damages not only affect the bearing capacity of the concrete piles, but may also cause instability and destruction of the entire structure. Therefore, local reinforcement of underwater concrete piles is particularly important.

[0003] There are many methods for local reinforcement of underwater concrete piles in the existing technology. Among them, using fiberglass sleeves for underwater local repair of concrete piles is a relatively effective technical means. The basic construction process of this technology is as follows: first, the surface of the test pile is roughened to increase the bonding strength between the fiberglass sleeve and the concrete pile; then, the fiberglass sleeve is prefabricated and a certain proportion of grouting material is poured into the sleeve; then, the fiberglass sleeve is wrapped around the concrete pile to be repaired and temporarily fixed with a fastening tape; then, epoxy glue is injected into the locking groove of the sleeve to ensure the sealing between the sleeve and the concrete pile; finally, the sleeve joints are fixed with stainless steel screws at regular intervals to complete the installation of the fiberglass sleeve;

[0004] After pouring cement soil into the fiberglass casing, it is necessary to use a rubber hammer to hammer the fiberglass casing. The main purpose of this step is to promote the flow of concrete in the fiberglass casing and make it more substantial, thereby improving the positive tensile bond strength between the grouting material and the concrete and ensuring the repair effect. By hammering, bubbles and voids in the grouting material can be eliminated, making it more evenly distributed between the fiberglass casing and the concrete pile, forming a tight bonding layer;

[0005] However, there are still some problems in the implementation of the existing technology. Since the fiberglass casing is located underwater, it is not only difficult to hammer it manually with a rubber hammer, but the resistance of the water will further increase the difficulty of hammering. At the same time, since it is impossible to accurately control the hammering force on the fiberglass casing, the hammering force may be too large or too small. Excessive hammering force may cause damage to the fiberglass casing and affect the repair effect; if the hammering force is too small, the purpose of promoting the flow and filling of concrete cannot be achieved. Summary of the Invention

[0006] The purpose of the present invention is to provide a local underwater reinforcement device for concrete piles to solve the problem of great difficulty in hammering proposed in the prior art.

[0007] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a local underwater reinforcement device for concrete piles, comprising: a shell, a slide groove, a waterproof cover, an intelligent adaptive motor controller, a reciprocating mechanism, a push block, a slider, a pressure sensor, a sensing mechanism, a rubber knocking column, an extrusion block and a first guide rod, the inner wall of the shell is provided with a plurality of slide grooves equidistantly along the circumference, the waterproof cover is provided at the front left end of the shell, the intelligent adaptive motor controller is provided at the front left end of the shell, the intelligent adaptive motor controller is located in the inner cavity of the waterproof cover, the reciprocating mechanism is provided on the left side of the inner cavity of the shell, the push block is slidably adapted and plugged into the middle part of the inner cavity of the shell, the number of the sliders is several, several The sliders are equidistantly arranged on the outer wall of the push block along the circumferential direction, and the sliders are slidably adapted to be inserted into the inner cavity of the slide groove. The pressure sensor is arranged in the inner cavity of the push block, and the pressure sensor is electrically connected to the intelligent adaptive motor controller. The left side of the outer wall of the rubber knocking column is slidably adapted to be inserted into the right side of the inner cavity of the shell, and the right end of the rubber knocking column is slidably extended out of the right side of the shell. The reciprocating mechanism can drive the rubber knocking column to perform left and right reciprocating motion. The sensing mechanism is arranged in the inner cavity of the rubber knocking column, and the extrusion block is arranged in the middle of the left end of the rubber knocking column. The extrusion block is slidably adapted to be inserted into the inner cavity of the push block, and the extrusion block is in contact with the pressure sensor.

[0008] Preferably, a plurality of first guide rods are equidistantly arranged at the left end of the rubber knocking column along the circumferential direction, and the first guide rods are slidably adapted to be inserted into the inner cavity of the push block.

[0009] Preferably, the reciprocating mechanism includes: a support tube, a gear disc, a power assembly and a stroke adjustment assembly. The outer wall of the support tube is rotatably adapted and plugged into the left end of the front side of the inner cavity of the shell through a bearing. The middle part of the front side of the gear disc is arranged at the rear end of the support tube, the power assembly is arranged on the rear side of the gear disc, and the stroke adjustment assembly is arranged on the front side of the gear disc.

[0010] Preferably, the power assembly includes: a slide rail, a skateboard, a rack, a connecting rod, a connecting rod and a first driving assembly, the slide rail is arranged at the middle of the rear side of the gear disk, the skateboard can be slidably adapted and inserted in the right side of the inner cavity of the slide rail, the rack is arranged on the front side of the skateboard, the connecting rod is arranged at the right end of the rear side of the skateboard, the rear end of the connecting rod can slidably extend out of the rear side of the slide rail, one end of the connecting rod is rotatably sleeved on the outer wall of the connecting rod through a bearing, and the other end of the connecting rod is rotatably arranged on the left side of the push block through a pin shaft, the first driving assembly is arranged on the left side of the inner cavity of the shell, the first driving assembly is electrically connected to the intelligent adaptive motor controller, and the first driving assembly can drive the gear disk to rotate.

[0011] The top end of the first gear and the second gear are engaged with the gear train of claim 1, wherein the first gear and the second gear are engaged with the gear train of the second gear and the second gear are engaged with the gear train of the second gear.

[0012] Preferably, driving grooves are provided on both left and right sides of the outer wall of the driving rod along the circumferential direction, and the two driving posts are slidably adapted to be inserted into the rear sides of the inner cavities of the two driving grooves.

[0013] Preferably, the adjustment assembly includes: a driving block, a positioning cylinder, a third guide rod and a second driving assembly, the driving block is rotatably inserted into the inner cavity of the rotating plate through a bearing, the driving block and the gear disk have the same center, the number of the positioning cylinders is two, and the two positioning cylinders are both arranged at the left end of the front side of the inner cavity of the shell, the number of the third guide rods is two, and the two third guide rods are respectively arranged at the left and right ends of the front side of the driving block, and the two third guide rods are respectively slidably adapted and inserted into the inner cavities of the two positioning cylinders, and the second driving assembly is arranged at the left end of the front side of the inner cavity of the shell, and the second driving assembly can cause the driving block to slide back and forth.

[0014] Preferably, the sensing mechanism includes: a telescopic rod, a first spring, a resistive touch sensor, a probe and a second spring, the telescopic rod can be slidably adapted and inserted into the left side of the inner cavity of the rubber knocking column, the first spring is sleeved on the outer wall of the telescopic rod, one end of the first spring is clamped to the outer wall of the telescopic rod, and the other end of the first spring is clamped to the inner wall of the rubber knocking column, the resistive touch sensor is arranged at the right end of the telescopic rod, the resistive touch sensor is electrically connected to the second driving component, the probe can be slidably adapted and inserted into the right side of the inner cavity of the rubber knocking column, the right end of the probe can slidably extend out of the right side of the rubber knocking column, there is a gap between the left end of the probe and the right side of the resistive touch sensor, the second spring is sleeved on the outer wall of the probe, one end of the second spring is clamped to the outer wall of the probe, and the other end of the second spring is clamped to the inner wall of the rubber knocking column.

[0015] Preferably, the distance between the left end of the telescopic rod and the left side of the inner cavity of the rubber knocking column is greater than the length of the probe extending out of the inner cavity of the rubber knocking column.

[0016] The present invention proposes a device for local underwater reinforcement of concrete piles, which has the following beneficial effects:

[0017] 1. The present invention dives into the water by holding the device, aligns the right end of the rubber knocking column with the position of the fiberglass casing that needs to be knocked, and keeps an appropriate distance from the fiberglass casing, starts the first driving component, and uses the first driving component to drive the gear disc to rotate. The rotation of the gear disc can drive the slide plate to rotate with the gear disc as the center through the slide rail, so that the slide plate can drive the connecting rod to move circumferentially, and the cooperation between the connecting rod and the connecting rod that move circumferentially can pull the push block to move back and forth, so that the cooperation between the push block and the first guide rod can drive the rubber knocking column to move back and forth, so that the rubber knocking column that reciprocates left and right can be used to knock and vibrate the fiberglass casing, thereby promoting the flow of concrete in the fiberglass casing and making it more substantial.

[0018] 2. According to the present invention, when the rubber knocking column moves to the right, it will be affected by the resistance of water, thereby reducing the knocking force of the rubber knocking column. When the rubber knocking column moves to the right, the water resistance will push the rubber knocking column to move to the left, so that the extrusion block can be used to squeeze the pressure sensor, so that the resistance applied by water to the rubber knocking column can be detected by the pressure sensor, and the signal is transmitted to the intelligent adaptive motor controller through the pressure sensor. The intelligent adaptive motor controller is used to increase the power of the first drive component according to the resistance applied by water to the rubber knocking column, thereby ensuring that the knocking force applied by the rubber knocking column to the fiberglass casing is constant.

[0019] 3. When the rubber knocking column moves to the right to knock the glass fiber sleeve, the probe will first come into contact with the outer wall of the glass fiber sleeve. As the rubber knocking column moves to the right, the glass fiber sleeve will be used to block the probe, thereby forcing the probe to slide toward the inner cavity of the rubber knocking column and squeeze the second spring to elastically deform until the probe contacts the resistive touch sensor. The resistive touch sensor senses the squeezing of the probe. Since the length of the probe is fixed and the distance between the probe and the resistive touch sensor is fixed, the probe extends out of the right end of the rubber knocking column and the The rubber knocking column moves the remaining stroke to the right to adjust the position of the connecting rod, and the second driving assembly is started. The second driving assembly is used to drive the driving block to move back and forth, and the driving block is used to drive the driving rod to move back and forth through the rotating plate. The cooperation between the driving groove and the driving column can prompt the sleeve to drive the first gear to rotate. The rotation of the first gear can cooperate with the rack to prompt the slide to drive the connecting rod to move left and right, and then the stroke of the rubber knocking column can be adjusted, so that the right end of the rubber knocking column can just contact the outer wall of the fiberglass sleeve, thereby knocking the fiberglass sleeve.

[0020] 4. This device can accurately control the force of the knock to avoid excessive force that damages the fiberglass casing or too little force that fails to achieve the purpose of promoting the flow and filling of concrete. It can effectively eliminate bubbles and gaps in the grouting material, make the grouting material more evenly distributed between the fiberglass casing and the concrete pile, improve the positive tensile bond strength between the grouting material and the concrete, ensure the repair effect, reduce the construction difficulty and risk, improve the construction efficiency and quality, and provide more reliable protection for the local reinforcement of underwater concrete piles. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of the structure of the present invention;

[0022] Figure 2 is a rear cross-sectional view of the present invention;

[0023] Figure 3 Schematic diagram of the structure of the inner cavity of the shell;

[0024] Figure 4 Schematic diagram of the structure of the chute;

[0025] Figure 5 An exploded view of the present invention;

[0026] Figure 6 It is a structural diagram of the reciprocating mechanism;

[0027] Figure 7 It is a structural diagram of the inner cavity of the support tube;

[0028] Figure 8 Schematic diagram of the structure of the inner cavity of the slide rail;

[0029] Figure 9 This is an exploded diagram of the reciprocating mechanism;

[0030] Figure 10 Schematic diagram of the structure of the driving column;

[0031] Figure 11 for Figure 5 A magnified view of point A;

[0032] Figure 12 for Figure 5 Enlarged view of point B.

[0033] In the figure: 1, housing; 2, slide; 3, waterproof cover; 4, intelligent adaptive motor controller; 5, reciprocating mechanism; 51, support cylinder; 52, gear plate; 53, slide rail; 54, slide plate; 55, rack; 56, sleeve; 57, drive column; 58, first gear; 59, connecting rod; 510, connecting rod; 511, drive rod; 512, drive groove; 513, rotating plate; 514, second guide rod; 515, drive block; 51 6. Screw; 517. First motor; 518. Positioning cylinder; 519. Third guide rod; 520. Second motor; 521. Rotating rod; 522. Second gear; 6. Push block; 7. Slider; 8. Pressure sensor; 9. Sensing mechanism; 91. Telescopic rod; 92. First spring; 93. Resistive touch sensor; 94. Probe; 95. Second spring; 10. Rubber knock column; 11. Extrusion block; 12. First guide rod. DETAILED DESCRIPTION

[0034] 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.

[0035] See also Figures 1-12The present invention provides a technical solution for a local underwater reinforcement device for concrete piles, comprising: a shell 1, a slide 2, a waterproof cover 3, an intelligent adaptive motor controller 4, a reciprocating mechanism 5, a push block 6, a slider 7, a pressure sensor 8, a sensing mechanism 9, a rubber knocking column 10, an extrusion block 11 and a first guide rod 12. The inner wall of the shell 1 is provided with a plurality of slides 2 at equal intervals along the circumference. The waterproof cover 3 is provided at the front left end of the shell 1. The waterproof cover 3 is used to protect the first motor 517 and the second motor 520. The intelligent adaptive motor controller 4 is provided at the front left end of the shell 1. The intelligent adaptive motor controller 4 is located in the inner cavity of the waterproof cover 3. The motor controller 4 is a prior art and will not be elaborated on here. The intelligent adaptive motor controller 4 is used here to automatically adjust the power of the second motor 520 according to the resistance of the water, so as to ensure that the knocking force applied by the rubber knocking column 10 to the fiberglass casing is constant. The reciprocating mechanism 5 is arranged on the left side of the inner cavity of the shell 1. The reciprocating mechanism 5 is used to drive the rubber knocking column 10 to reciprocate left and right. The push block 6 is slidably adapted and plugged into the middle of the inner cavity of the shell 1. The number of sliders 7 is several, and several sliders 7 are respectively arranged on the outer wall of the push block 6 at equal distances along the circumference. The slider 7 is slidably adapted and plugged into the inner cavity of the slide groove 2, and the matching between the slider 7 and the slide groove 2 is utilized. The push block 6 can be limited by the pressure sensor 8, which is arranged in the inner cavity of the push block 6. The pressure sensor 8 is electrically connected to the intelligent adaptive motor controller 4. The pressure sensor 8 is a prior art and will not be described in detail here. The pressure sensor 8 is used here to detect the resistance of water to the rubber knocking column 10 according to the extrusion force applied to it by the extrusion block 11. The left side of the outer wall of the rubber knocking column 10 can be slidably adapted and plugged into the right side of the inner cavity of the shell 1. The right end of the rubber knocking column 10 can be slidably extended out of the right side of the shell 1. The reciprocating mechanism 5 can drive the rubber knocking column 10 to reciprocate left and right. The rubber knocking column 10 is used to knock on the glass fiber casing. The sensing mechanism 9 is arranged in the inner cavity of the rubber knocking column 10, and the sensing mechanism 9 can sense the distance between the right end of the rubber knocking column 10 and the outer wall of the glass fiber casing. The extrusion block 11 is arranged in the middle of the left end of the rubber knocking column 10, and the extrusion block 11 can be slidably adapted and inserted into the inner cavity of the push block 6. The extrusion block 11 is in contact with the pressure sensor 8. There are several first guide rods 12, and several first guide rods 12 are respectively arranged at the left end of the rubber knocking column 10 at equal distances along the circumferential direction. The first guide rod 12 can be slidably adapted and inserted into the inner cavity of the push block 6. The push block 6 and the rubber knocking column 10 can be connected together and move synchronously using the first guide rod 12.

[0036] As a preferred solution, further, the reciprocating mechanism 5 includes: a support tube 51, a gear disc 52, a power assembly and a stroke adjustment assembly. The outer wall of the support tube 51 is rotatably adapted and plugged into the left end of the front side of the inner cavity of the outer shell 1 through a bearing. The middle part of the front side of the gear disc 52 is arranged at the rear end of the support tube 51, the power assembly is arranged on the rear side of the gear disc 52, and the stroke adjustment assembly is arranged on the front side of the gear disc 52.

[0037] The power assembly includes: a slide rail 53, a skateboard 54, a rack 55, a connecting rod 59, a connecting rod 510 and a first drive assembly. The slide rail 53 is arranged in the middle of the rear side of the gear disc 52, and the skateboard 54 can be slidably adapted and inserted into the right side of the inner cavity of the slide rail 53. The skateboard 54 can drive the connecting rod 59 to move along the inner cavity of the slide rail 53. The rack 55 is arranged on the front side of the skateboard 54, and the connecting rod 59 is arranged at the right end of the rear side of the skateboard 54. The rear end of the connecting rod 59 can slidably extend out of the rear side of the slide rail 53. One end of the connecting rod 510 is rotatably sleeved on the outer wall of the connecting rod 59 through a bearing, and the other end of the connecting rod 510 is rotatably arranged on the left side of the push block 6 through a pin shaft. The first drive assembly is arranged on the left side of the inner cavity of the shell 1. The first drive assembly is electrically connected to the intelligent adaptive motor controller 4, and the first drive assembly can drive the gear disc 52 to rotate.

[0038] The first drive assembly includes: a second motor 520, a rotating rod 521 and a second gear 522. The second motor 520 is screwed to the left end of the front side of the shell 1. The second motor 520 is located in the inner cavity of the waterproof cover 3. The second motor 520 is a prior art. The second motor 520 is a servo motor. No further details will be given here. The second motor 520 is used here to drive the second gear 522 to rotate. The rotating rod 521 is locked at the output end of the second motor 520 through a coupling. The rear end of the rotating rod 521 can be rotatably extended into the inner cavity of the shell 1. The second gear 522 is sleeved on the rear end of the rotating rod 521 and locked by a top screw. The second gear 522 and the toothed disc 52 are engaged. The rotation of the second gear 522 can drive the toothed disc 52 to rotate.

[0039] The stroke adjustment assembly includes: a sleeve 56, a driving column 57, a first gear 58, a driving rod 511, a driving groove 512, a rotating plate 513, a second guide rod 514 and an adjustment assembly. The front and rear sides of the outer wall of the sleeve 56 are rotatably inserted into the middle of the front and rear sides of the top of the slide rail 53 through bearings. There are two driving columns 57, and the two driving columns 57 are respectively arranged in the middle of the left and right sides of the inner wall of the sleeve 56. The first gear 58 is sleeved on the middle of the outer wall of the sleeve 56 and locked by a top screw. The first gear 58 is engaged with the rack 55. The rotation of the first gear 58 can drive the slide plate 54 to move through the rack 55. The rear side of the outer wall of the driving rod 511 is slidably adapted to be inserted into the inner cavity of the sleeve 56. The driving rod The front end of 511 can be slidably extended out of the front side of the gear disk 52. The left and right sides of the outer wall of the driving rod 511 are provided with driving grooves 512 along the circumferential direction. The two driving columns 57 can be slidably adapted and inserted into the rear side of the inner cavity of the two driving grooves 512. When the driving rod 511 moves back and forth, the sleeve 56 can be driven to rotate by utilizing the cooperation between the driving grooves 512 and the driving columns 57. The rear top end of the rotating plate 513 is arranged at the front end of the driving rod 511. There are two second guide rods 514. The two second guide rods 514 are respectively arranged at the left and right ends of the front side of the gear disk 52. The left and right sides of the rotating plate 513 can be slidably sleeved on the outer walls of the two second guide rods 514. The adjusting component is arranged at the left end of the front side of the inner cavity of the shell 1.

[0040] The adjustment component includes: a driving block 515, a positioning cylinder 518, a third guide rod 519 and a second driving component. The driving block 515 is rotatably inserted into the inner cavity of the rotating plate 513 through a bearing. The center of the driving block 515 and the gear disk 52 are the same. There are two positioning cylinders 518, and the two positioning cylinders 518 are both arranged at the left end of the front side of the inner cavity of the shell 1. There are two third guide rods 519, and the two third guide rods 519 are respectively arranged at the left and right ends of the front side of the driving block 515. The two third guide rods 519 are respectively slidably adapted and inserted into the inner cavities of the two positioning cylinders 518. The second driving component is arranged at the left end of the front side of the inner cavity of the shell 1. The second driving component can be used to cause the driving block 515 to slide back and forth.

[0041] The second drive assembly includes: a screw 516 and a first motor 517. The first motor 517 is screwed to the left end of the front side of the shell 1. The first motor 517 is located in the inner cavity of the waterproof cover 3. The first motor 517 is a prior art. The first motor 517 is a servo motor. No further details will be given here. The first motor 517 is used here to drive the screw 516 to rotate. The front end of the screw 516 is locked to the output end of the first motor 517 through a coupling. The rear end of the screw 516 can be rotatably extended into the inner cavity of the shell 1. The driving block 515 is screwed to the outer wall of the screw 516. The rotational force generated by the rotation of the screw 516 can prompt the driving block 515 to move back and forth.

[0042] As a preferred embodiment, further, the sensing mechanism 9 includes: a telescopic rod 91, a first spring 92, a resistive touch sensor 93, a probe 94 and a second spring 95. The telescopic rod 91 can be slidably adapted to be inserted into the left side of the inner cavity of the rubber knocking column 10. The first spring 92 is sleeved on the outer wall of the telescopic rod 91. One end of the first spring 92 is clamped to the outer wall of the telescopic rod 91, and the other end of the first spring 92 is clamped to the inner wall of the rubber knocking column 10. The first spring 92 is a rotary spring, which undergoes elastic deformation after being squeezed or stretched by external force, and returns to its initial state after the external force is removed. The first spring 92 is used here to push the telescopic rod 91 to return to its initial position. The resistive touch sensor 93 is arranged at the right end of the telescopic rod 91. The resistive touch sensor 93 is electrically connected to the second drive component. The resistive touch sensor 93 is a prior art and will not be elaborated on here. The resistive touch sensor 93 is used here to detect the probe 94 moves, the probe 94 can be slidably adapted and inserted into the right side of the inner cavity of the rubber knocking column 10, the right end of the probe 94 can be slidably extended to the right side of the rubber knocking column 10, and there is a gap between the left end of the probe 94 and the right side of the resistive touch sensor 93. The probe 94 is used to detect the position of the glass fiber sleeve. The distance between the left end of the telescopic rod 91 and the left side of the inner cavity of the rubber knocking column 10 is greater than the length of the probe 94 extending out of the inner cavity of the rubber knocking column 10, ensuring that the probe 94 can be completely moved into the inner cavity of the rubber knocking column 10. The second spring 95 is sleeved on the outer wall of the probe 94, one end of the second spring 95 is clamped on the outer wall of the probe 94, and the other end of the second spring 95 is clamped on the inner wall of the rubber knocking column 10. The second spring 95 is a rotary spring, which undergoes elastic deformation after being squeezed or stretched by external force, and returns to its initial state after the external force is removed. The second spring 95 is used here to push the probe 94 to return to its initial position.

[0043] The detailed connection means are well-known technologies in this field. The following mainly introduces the working principle and process. The specific operations are as follows.

[0044] When it is necessary to knock on the fiberglass casing, the staff dives underwater with the device in hand and dives into a suitable position, aligns the right end of the rubber knocking column 10 with the position where the fiberglass casing needs to be knocked, starts the second motor 520, and uses the output end of the second motor 520 to drive the second gear 522 to rotate through the rotating rod 521. The rotation of the second gear 522 can drive the toothed disc 52 to rotate. The rotation of the toothed disc 52 can drive the slide plate 54 and the sleeve 56 to rotate with the toothed disc 52 as the center through the slide rail 53. The rotation of the sleeve 56 with the toothed disc 52 as the center can drive the rotating plate 513 to rotate through the driving rod 511, thereby prompting the rotating plate 513 to rotate along the outer wall of the driving block 515, and the slide plate 54 rotates with the toothed disc 52 as the center. The connecting rod 59 is driven to move circumferentially, so that the cooperation between the circumferentially moving connecting rod 59 and the connecting rod 510 can pull the push block 6 to move back and forth, and then the first guide rod 12 can be used to drive the rubber knocking column 10 to move back and forth. When the rubber knocking column 10 moves to the right, the resistance exerted by the water on it will cause the rubber knocking column 10 to move to the left, so that the squeezing block 11 can be used to squeeze the pressure sensor 8, and the pressure sensor 8 can be used to detect the resistance exerted by the water on the rubber knocking column 10, and the pressure sensor 8 transmits the signal to the intelligent adaptive motor controller 4, and the intelligent adaptive motor controller 4 is used to adjust the power of the second motor 520 according to the resistance of the water, thereby ensuring that the rubber knocking column 1 The striking force applied to the glass fiber sleeve is constant. Since the staff is in a floating state in the water, it is difficult to hold the device steadily. As the rubber striking column 10 moves to the right, the probe 94 is first prompted to contact the outer wall of the glass fiber sleeve, and the outer wall of the glass fiber sleeve is used to block the probe 94. As the rubber striking column 10 moves to the right, the probe 94 is squeezed to move toward the inner cavity of the rubber striking column 10 until the probe 94 contacts the resistive touch sensor 93. The resistive touch sensor 93 senses the probe 94, and the resistive touch sensor 93 transmits a signal to the first motor 517. Since the length of the probe 94 is fixed and the distance between the probe 94 and the resistive touch sensor 93 is fixed, the probe 94 extends according to the current state. The length of the right end of the rubber knocking column 10 and the remaining stroke of the rubber knocking column 10 moving to the right are used to adjust the position of the connecting rod 59, and the first motor 517 is started. The output end of the first motor 517 can be used to drive the screw 516 to rotate. The rotational force generated by the rotation of the screw 516 can prompt the driving block 515 to move forward or backward, so that the driving block 515 can drive the driving rod 511 to move forward or backward through the rotating plate 513, so that the cooperation between the driving groove 512 and the driving column 57 can prompt the sleeve 56 to drive the first gear 58 to rotate. The rotation of the first gear 58 can cooperate with the rack 55 to prompt the slide plate 54 to drive the connecting rod 59 to move left or right, thereby adjusting the stroke of the rubber knocking column 10.The right end of the rubber knocking column 10 can just come into contact with the outer wall of the fiberglass sleeve, thereby knocking the fiberglass sleeve. Repeating the above action can achieve knocking vibration on the fiberglass sleeve, prompting the concrete in the fiberglass sleeve to flow and make it more substantial.

[0045] In summary, this device can accurately control the knocking force to avoid excessive force that damages the fiberglass casing or too little force that fails to achieve the purpose of promoting the flow and filling of concrete. It can effectively eliminate bubbles and gaps in the grouting material, make the grouting material more evenly distributed between the fiberglass casing and the concrete pile, improve the positive tensile bonding strength between the grouting material and the concrete, ensure the repair effect, reduce the construction difficulty and risk, improve the construction efficiency and quality, and provide more reliable protection for the local reinforcement of underwater concrete piles.

[0046] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.

Claims

1. A local underwater reinforcement device for concrete piles, characterized in that: include: A housing (1), wherein the inner wall of the housing (1) is provided with a plurality of sliding grooves (2) at equal intervals along the circumference; A waterproof cover (3), the waterproof cover (3) being arranged at the front left end of the housing (1); An intelligent adaptive motor controller (4), the intelligent adaptive motor controller (4) being arranged at the front left end of the housing (1), and the intelligent adaptive motor controller (4) being located in the inner cavity of the waterproof cover (3); A reciprocating mechanism (5), the reciprocating mechanism (5) being arranged on the left side of the inner cavity of the housing (1); A push block (6), the push block (6) being slidably adapted to be inserted into the middle portion of the inner cavity of the housing (1); Slide blocks (7), the number of the slide blocks (7) is several, and the slide blocks (7) are respectively and equidistantly arranged on the outer wall of the push block (6) along the circumferential direction, and the slide blocks (7) are slidably adapted to be inserted into the inner cavity of the slide groove (2); A pressure sensor (8), the pressure sensor (8) being arranged in the inner cavity of the push block (6), the pressure sensor (8) being electrically connected to the intelligent adaptive motor controller (4); A rubber knocking column (10), wherein the left side of the outer wall of the rubber knocking column (10) is slidably adapted to be plugged into the right side of the inner cavity of the shell (1), and the right end of the rubber knocking column (10) is slidably extended out of the right side of the shell (1), and the reciprocating mechanism (5) can drive the rubber knocking column (10) to perform left and right reciprocating motion; A sensing mechanism (9), wherein the sensing mechanism (9) is arranged in the inner cavity of the rubber knocking column (10); An extrusion block (11) is provided at the middle portion of the left end of the rubber knocking column (10), the extrusion block (11) is slidably adapted to be inserted into the inner cavity of the push block (6), and the extrusion block (11) is in contact with the pressure sensor (8).

2. A local underwater reinforcement device for concrete piles according to claim 1, characterized in that: A plurality of first guide rods (12) are equidistantly arranged at the left end of the rubber knocking column (10) along the circumferential direction, and the first guide rods (12) are slidably adapted to be inserted into the inner cavity of the push block (6).

3. The device for local underwater reinforcement of concrete piles according to claim 2, characterized in that: The reciprocating mechanism (5) comprises: A support tube (51), the outer wall of the support tube (51) is rotatably adapted and plugged into the left end of the front side of the inner cavity of the housing (1) via a bearing; a toothed disc (52), wherein the front middle portion of the toothed disc (52) is disposed at the rear end of the support tube (51); A power assembly, the power assembly being arranged on the rear side of the toothed disc (52); A stroke adjustment component is provided on the front side of the toothed disc (52).

4. The device for local underwater reinforcement of concrete piles according to claim 3, characterized in that: The power assembly includes: A slide rail (53), the slide rail (53) being arranged at the middle portion of the rear side of the toothed disc (52); A slide plate (54), the slide plate (54) being slidably adapted to be plugged into the right side of the inner cavity of the slide rail (53); A rack (55), wherein the rack (55) is arranged on the front side of the slide plate (54); A connecting rod (59), the connecting rod (59) being arranged at the rear right end of the slide plate (54), and the rear end of the connecting rod (59) being slidably extended out of the rear side of the slide rail (53); A connecting rod (510), one end of the connecting rod (510) is rotatably sleeved on the outer wall of the connecting rod (59) through a bearing, and the other end of the connecting rod (510) is rotatably arranged on the left side of the push block (6) through a pin; A first drive component is provided on the left side of the inner cavity of the housing (1), the first drive component is electrically connected to the intelligent adaptive motor controller (4), and the first drive component can be used to drive the gear wheel (52) to rotate.

5. The device for local underwater reinforcement of concrete piles according to claim 4, characterized in that: The stroke adjustment assembly includes: A sleeve (56), wherein the front and rear outer walls of the sleeve (56) are rotatably connected to the middle portions of the front and rear ends of the top of the slide rail (53) via bearings; A driving column (57), wherein the number of the driving columns (57) is two, and the two driving columns (57) are respectively arranged at the middle of the left and right sides of the inner wall of the sleeve (56); A first gear (58), the first gear (58) is sleeved on the middle portion of the outer wall of the sleeve (56) and is locked by a top screw, and the first gear (58) is meshed with the rack (55); A driving rod (511), wherein the rear side of the outer wall of the driving rod (511) is slidably adapted to be inserted into the inner cavity of the sleeve (56), and the front end of the driving rod (511) is slidably extended out of the front side of the toothed disc (52); A rotating plate (513), wherein the rear top end of the rotating plate (513) is arranged at the front end of the driving rod (511); A second guide rod (514), the number of the second guide rods (514) is two, and the two second guide rods (514) are respectively arranged at the left and right ends of the front side of the gear plate (52), and the left and right sides of the rotating plate (513) are respectively slidably connected to the outer walls of the two second guide rods (514); An adjustment component is arranged at the left end of the front side of the inner cavity of the shell (1).

6. The device for local underwater reinforcement of concrete piles according to claim 5, characterized in that: The outer wall of the driving rod (511) is provided with driving grooves (512) along the circumferential direction on both the left and right sides, and the two driving columns (57) are respectively slidably adapted to be plugged into the rear sides of the inner cavities of the two driving grooves (512).

7. The device for local underwater reinforcement of concrete piles according to claim 6, characterized in that: The adjustment component includes: A driving block (515), the driving block (515) is rotatably inserted into the inner cavity of the rotating plate (513) via a bearing, and the driving block (515) and the toothed disc (52) have the same center; A positioning cylinder (518), wherein the number of the positioning cylinders (518) is two, and the two positioning cylinders (518) are both arranged at the left end of the front side of the inner cavity of the shell (1); A third guide rod (519), wherein the number of the third guide rods (519) is two, and the two third guide rods (519) are respectively arranged at the left and right ends of the front side of the driving block (515), and the two third guide rods (519) are respectively slidably adapted to be inserted into the inner cavities of the two positioning cylinders (518); A second driving component is provided at the left end of the front side of the inner cavity of the housing (1), and the driving block (515) can be caused to slide forward and backward by utilizing the second driving component.

8. The device for local underwater reinforcement of concrete piles according to claim 7, characterized in that: The sensing mechanism (9) comprises: A telescopic rod (91), the telescopic rod (91) being slidably adapted to be inserted into the left side of the inner cavity of the rubber knocking column (10); a first spring (92), wherein the first spring (92) is sleeved on the outer wall of the telescopic rod (91), one end of the first spring (92) is clamped on the outer wall of the telescopic rod (91), and the other end of the first spring (92) is clamped on the inner wall of the rubber knocking column (10); a resistive touch sensor (93), the resistive touch sensor (93) being arranged at the right end of the telescopic rod (91), the resistive touch sensor (93) being electrically connected to the second driving component; A probe (94), the probe (94) is slidably adapted to be inserted into the right side of the inner cavity of the rubber knocking column (10), the right end of the probe (94) is slidably extended out of the right side of the rubber knocking column (10), and a gap exists between the left end of the probe (94) and the right side of the resistive touch sensor (93); The second spring (95) is sleeved on the outer wall of the probe (94), one end of the second spring (95) is clamped on the outer wall of the probe (94), and the other end of the second spring (95) is clamped on the inner wall of the rubber knocking column (10).

9. The device for local underwater reinforcement of concrete piles according to claim 8, characterized in that: The distance between the left end of the telescopic rod (91) and the left side of the inner cavity of the rubber knocking column (10) is greater than the length of the probe (94) extending out of the inner cavity of the rubber knocking column (10).

Citation Information

Patent Citations

  • Concrete collapse degree detection device

    CN115840035A

  • Underwater simulation knocking device and use method thereof

    CN116618279A