Cast-in-place pile position deviation measuring assembly

Abstract

The utility model provides a cast-in-place pile position deviation measuring assembly, which belongs to the technical field of cast-in-place pile casting and comprises a storage rod, movable grooves are arranged on two sides of the storage rod, an extension measuring rod is slidably connected in the movable grooves, a stabilizing plate is fixedly mounted at one end of the extension measuring rod, and a fixed inserting plate is arranged at the bottom of the stabilizing plate. The top of the storage rod is rotatably connected with a detection seat, a detection tape measure is embedded in the middle of the detection seat, an adsorption seat is arranged at the end of the detection tape measure, clamping grooves are formed in the two sides of an opening of the detection tape measure, clamping blocks are arranged on the two sides of the adsorption seat, and the clamping grooves are connected with the clamping blocks in a clamped mode. The extension measuring rod is pulled to the outer side of the pile position hole, the fixed insertion plate is inserted into soil around the hole, whether the storage rod is in the plane state or not is detected through the horizontal bubble meter, the equipment detection stability is improved, and it is avoided that detection data of the pile position hole is affected by the height difference of the ground.

Description

Technical Field

[0001] This utility model belongs to the field of cast-in-place pile pouring technology, specifically relating to a cast-in-place pile position deviation measurement component. Background Technology

[0002] Existing pile location detection equipment requires manual back-and-forth stringing and measurement of data for each pile location hole during use. Traditional measurement tools are time-consuming and labor-intensive, affecting construction progress. Among them, the "Measuring Tool for Cast-in-Place Pile Hole Formation" disclosed in application number "CN202022598139.4" is an increasingly mature technology. It utilizes the rotational property of a cylindrical pin shaft to measure upper and lower measuring scales. When one measuring scale is fixed, the other measuring scale can rotate 360° along the cylindrical pin shaft to easily measure the diameter and deviation of the cast-in-place pile hole and quickly measure the pit location data. However, this device still has the following defects: In actual use, due to the unevenness of the bottom surface of the pit and the height difference between soil blocks, it is difficult to place the equipment flat during the inspection process. In addition, the inner wall of the pile location may be tilted, making it impossible to detect the verticality of the inner wall of the pile location pit, resulting in pit data deviation and affecting the load-bearing capacity of the subsequent cast-in-place finished product. Utility Model Content

[0003] The purpose of this utility model is to provide a pile position deviation measurement component for cast-in-place piles, which aims to solve the problem in the prior art that the equipment is difficult to place flat during the inspection process, and the inner wall of the pile position may be tilted, making it impossible to detect the verticality of the inner wall of the pile position pit, resulting in pit data deviation and affecting the load-bearing capacity of the subsequent cast-in-place finished product.

[0004] To achieve the above objectives, this utility model provides the following technical solution: It includes a storage rod with movable grooves on both sides. An extension measuring rod is slidably connected within the movable grooves. A stabilizing plate is fixedly installed at one end of the extension measuring rod. A fixing insert is provided at the bottom of the stabilizing plate. A detection seat is rotatably connected to the top of the storage rod. A detection measuring tape is embedded in the middle of the detection seat. An adsorption seat is provided at the end of the detection measuring tape. Slots are provided on both sides of the opening of the detection measuring tape. Locking blocks are provided on both sides of the adsorption seat. The slots and locking blocks are engaged and connected.

[0005] In the embodiment of the pile position deviation measurement component of this utility model, a first closing block is provided on one side of the detection seat, and a winding shell is engaged and connected on one side of the first closing block. A micro motor is embedded in the middle of the winding shell, and a winding wheel is fixedly connected to the output end of the micro motor. A vertical measuring line is wound around the outer wall of the winding wheel, and a plumb bob is provided at one end of the vertical measuring line.

[0006] In this method, the anti-slip clamp is pried open, the micro motor rotates the winding wheel, the vertical measuring line is lowered, the plumb bob falls, and the vertical measuring line is used to check the verticality of the pile position after drilling, ensuring that the hole position is in a vertical state.

[0007] In the embodiment of the pile position deviation measurement component of this utility model, a rechargeable battery is provided on the top of the winding shell.

[0008] In this solution, a rechargeable battery provides power to the micro motor, ensuring its normal operation.

[0009] In the implementation scheme of the pile position deviation measurement component of this utility model, the bottom of the winding shell is hinged twice with anti-slip clamps, and a torsion spring is provided at the connection between the anti-slip clamps and the winding shell.

[0010] In this solution, after the micro motor has laid the wire to a certain distance, the anti-slip clamp is released. At this time, the torsion spring rebounds, and the anti-slip clamp clamps the vertical measuring wire to prevent it from sliding down.

[0011] In the embodiment of the pile position deviation measurement component of this utility model, the top and bottom of the adsorption seat are provided with second closing blocks, the top and bottom of the winding shell are provided with closing grooves, and the second closing blocks are engaged with the closing grooves.

[0012] In this scheme, by pulling the rack of the main measuring tape and rotating the measuring seat, the radius of the pit can be measured. After moving to the edge of the pit, the take-up shell in the first closing block engagement state is removed, and the closing groove on the take-up shell is engaged with the second closing block. The take-up shell is then fixed to one end of the measuring rack of the measuring tape. At this time, the drooping plumb bob straightens the vertical measuring line to measure the verticality of the pit's inner wall.

[0013] In the embodiment of the pile position deviation measurement component of this utility model, a horizontal bubble gauge is provided on the top of the detection seat.

[0014] In this solution, a level bubble gauge is used to detect whether the device is in a flat state.

[0015] Compared with the prior art, the beneficial effects of the present invention are:

[0016] 1) By pulling the extended measuring rod to the outside of the pile hole, inserting the fixing plate into the soil around the hole, and checking whether the receiving rod is in a flat state using a level bubble gauge, the stability of the equipment is improved, and the detection data of the pile hole is avoided due to the difference in ground elevation. The radius of the hole is then measured by pulling the measuring tape.

[0017] 2) The micro motor rotates the take-up reel to lower the vertical measuring line. After the micro motor has lowered the line to a certain distance, the anti-slip clamp is released. At this time, the torsion spring rebounds, and the anti-slip clamp clamps the vertical measuring line to prevent it from sliding down and the plumb bob from falling. The vertical measuring line is used to check the verticality of the pile position inside the drilled hole. The closing groove on the take-up shell is engaged with the second closing block, and the take-up shell is fixed to one end of the measuring rack of the measuring tape. At this time, the plumb bob hanging down straightens the vertical measuring line to check the verticality of the pit wall. Attached Figure Description

[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 structural diagram of the utility model;

[0020] Figure 2 This is a schematic diagram of the detection seat structure of this utility model;

[0021] Figure 3 This is a schematic diagram of the winding wheel structure of this utility model;

[0022] Figure 4 This is one of the schematic diagrams of the detection seat structure of this utility model.

[0023] In the diagram: 1. Storage rod; 2. Movable slot; 3. Extension measuring rod; 4. Stabilizing plate; 5. Fixing plate; 6. Detection seat; 7. Detection tape measure; 8. Adsorption seat; 81. Locking block; 9. Locking slot; 10. First closing block; 11. Rewinding shell; 12. Micro motor; 13. Rewinding wheel; 14. Vertical measuring line; 15. Plumb bob; 16. Rechargeable battery; 17. Anti-slip clamp; 18. Second closing block; 19. Closure slot; 20. Horizontal bubble gauge. Detailed Implementation

[0024] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings. 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.

[0025] Please see Figure 1 - Figure 3This utility model provides the following technical solution: a pile position deviation measuring component for cast-in-place piles, including a receiving rod 1, movable grooves 2 on both sides of the receiving rod 1, an extension measuring rod 3 slidably connected in the movable grooves 2, a stabilizing plate 4 fixedly installed at one end of the extension measuring rod 3, a fixing insert plate 5 at the bottom of the stabilizing plate 4, a detection seat 6 rotatably connected to the top of the receiving rod 1, a detection tape measure 7 embedded in the middle of the detection seat 6, an adsorption seat 8 at the end of the detection tape measure 7, slots 9 on both sides of the opening of the detection tape measure 7, and locking blocks 81 on both sides of the adsorption seat 8, with the slots 9 and locking blocks 81 engaging and connecting.

[0026] For a specific embodiment of the pile position deviation measurement component for cast-in-place piles, please refer to [link / reference]. Figure 2 The detection seat 6 has a first closing block 10 on one side, and a winding shell 11 is engaged and connected to the first closing block 10 on one side. A micro motor 12 is embedded in the middle of the winding shell 11. A winding wheel 13 is fixedly connected to the output end of the micro motor 12. A vertical measuring line 14 is wound around the outer wall of the winding wheel 13. A plumb bob 15 is provided at one end of the vertical measuring line 14.

[0027] Please see Figure 2 : Pry open the anti-slip clamp 17, the micro motor 12 rotates the winding wheel 13, lower the vertical measuring line 14, and the plumb bob 15 falls down. Use the vertical measuring line 14 to check the verticality of the pile position after drilling the hole to ensure that the hole position is in a vertical state.

[0028] For a specific embodiment of the pile position deviation measurement component for cast-in-place piles, please refer to [link / reference]. Figure 1 The top of the winding shell 11 is equipped with a rechargeable battery 16.

[0029] Please see Figure 1 The micro motor 12 is powered by the rechargeable battery 16 to ensure its normal operation.

[0030] For a specific embodiment of the pile position deviation measurement component for cast-in-place piles, please refer to [link / reference]. Figure 2 The bottom of the winding shell 11 is hinged twice with anti-slip plates 17, and a torsion spring is provided at the connection between the anti-slip plates 17 and the winding shell 11.

[0031] Please see Figure 2 When the micro motor 12 releases the wire to a certain distance, the anti-slip clamp 17 is released. At this time, the torsion spring rebounds, and the anti-slip clamp 17 clamps the vertical measuring line 14 to prevent the vertical measuring line 14 from sliding down.

[0032] For a specific embodiment of the pile position deviation measurement component for cast-in-place piles, please refer to [link / reference]. Figure 3-4 The adsorption seat 8 has a second closing block 18 at the top and bottom, and the winding shell 11 has a closing groove 19 at the top and bottom. The second closing block 18 and the closing groove 19 are engaged and connected.

[0033] Please see Figure 3 - Figure 4 Pull the rack of the main measuring tape 7 and rotate the measuring seat 6 to measure the radius of the pit. When it moves to the edge of the pit, remove the take-up shell 11 that is in the locked state of the first closing block 10, and lock the closing groove 19 on the take-up shell 11 with the second closing block 18. Fix the take-up shell 11 to one end of the measuring rack of the measuring tape 7. At this time, the drooping plumb bob 15 straightens the vertical measuring line 14 to measure the verticality of the inner wall of the pit.

[0034] For a specific embodiment of the pile position deviation measurement component for cast-in-place piles, please refer to [link / reference]. Figure 1 The top of the detection seat 6 is equipped with a horizontal bubble gauge 20.

[0035] Please see Figure 1 : Use the horizontal bubble gauge 20 to check whether the device is in a flat state.

[0036] The pile position deviation measuring component provided by this utility model is used as follows: Pull the extension measuring rod 3 inside the movable groove 2 to the outside of the pile position hole. Insert the fixing plate 5 into the soil around the hole. Use a level bubble gauge 20 to check if the receiving rod 1 is in a flat state. Open the anti-slip clamp 17, and the micro motor 12 rotates the winding wheel 13 to lower the vertical measuring line 14. When the micro motor 12 has lowered the line to a certain distance, release the anti-slip clamp 17. At this time, the torsion spring rebounds, and the anti-slip clamp 17 clamps the vertical measuring line 14, preventing vertical measurement... Line 14 slides down, plumb bob 15 falls, and vertical measurement line 14 is used to check the verticality of the pile position after drilling, ensuring that the hole position is vertical. Pull the rack of the measuring tape 7 and rotate the measuring seat 6 to check the radius of the pit. When it moves to the edge of the pit, remove the first closing block 10 from the locked state of the take-up shell 11, and lock the closing groove 19 on the take-up shell 11 with the second closing block 18. Fix the take-up shell 11 to one end of the measuring rack of the measuring tape 7. At this time, the plumb bob 15 hangs down and straightens the vertical measurement line 14 to check the verticality of the inner wall of the pit.

[0037] Finally, it should be noted that the above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model. Although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model should be included within the protection scope of this utility model.

Claims

1. A pile position deviation measuring component for cast-in-place piles, comprising a receiving rod (1), wherein the receiving rod (1) has movable grooves (2) on both sides, characterized in that, An extension measuring rod (3) is slidably connected in the movable groove (2). A stabilizing plate (4) is fixedly installed at one end of the extension measuring rod (3). A fixed insert plate (5) is provided at the bottom of the stabilizing plate (4). A detection seat (6) is rotatably connected to the top of the storage rod (1). A detection tape measure (7) is embedded in the middle of the detection seat (6). An adsorption seat (8) is provided at the end of the detection tape measure (7). Slots (9) are opened on both sides of the opening of the detection tape measure (7). A locking block (81) is provided on both sides of the adsorption seat (8). The slots (9) and the locking blocks (81) are engaged and connected.

2. The pile position deviation measuring component for cast-in-place piles according to claim 1, characterized in that: The detection seat (6) has a first closing block (10) on one side, and a winding shell (11) is engaged with one side of the first closing block (10). A micro motor (12) is embedded in the middle of the winding shell (11). A winding wheel (13) is fixedly connected to the output end of the micro motor (12). A vertical measuring line (14) is wound around the outer wall of the winding wheel (13). A plumb bob (15) is provided at one end of the vertical measuring line (14).

3. The pile position deviation measuring component according to claim 2, characterized in that: The top of the winding shell (11) is equipped with a rechargeable battery (16).

4. The pile position deviation measuring component for cast-in-place piles according to claim 2, characterized in that: The bottom of the winding shell (11) is hinged twice with anti-slip clamps (17), and a torsion spring is provided at the connection between the anti-slip clamps (17) and the winding shell (11).

5. The pile position deviation measuring component according to claim 2, characterized in that: The adsorption seat (8) is provided with a second closing block (18) at the top and bottom, and the winding shell (11) is provided with a closing groove (19) at the top and bottom, and the second closing block (18) and the closing groove (19) are engaged and connected.

6. The pile position deviation measuring component for cast-in-place piles according to claim 1, characterized in that: The top of the detection seat (6) is equipped with a horizontal bubble gauge (20).

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