Pile machine pressing levelness test board for construction engineering
The test bench, consisting of a stake, platform, adjustment mechanism, and laser level, solves the problem of lack of levelness testing during pile driver pressing, ensuring the reliability and safety of pile foundation construction.
Patent Information
- Application Number
- CN202520224329.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-13
- Publication Date
- 2025-12-26
- Estimated Expiration
- 2035-02-13
AI Technical Summary
The lack of a levelness testing platform during the current pile driver pressing process leads to construction deviations, affecting the safety and stability of the building project.
Design a test stand that includes a probe, platform, adjustment mechanism and laser level. The components of the probe, platform, adjustment mechanism and laser level provide a flexible leveling test platform to help construction personnel to identify and adjust pile verticality problems in a timely manner.
It enables timely detection and adjustment of the verticality of the pile body during the pile driver's pressing process, ensuring the reliability of pile foundation construction and compliance with design specifications.
Smart Images

Figure CN223723802U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to construction engineering technical field, concretely relates to a pile machine under pressure level test platform for construction engineering. BACKGROUND
[0002] Pile body perpendicularity is one of the key factors influencing pile foundation bearing capacity and stability, during the pile machine under pressure process, due to the influence of soil conditions, construction equipment, operation technology and various factors, construction deviation and error may appear, if these deviations and errors are not found and corrected in time, may lead to pile foundation construction quality not up to standard, and further influence the quality of the whole building engineering.
[0003] During the existing pile machine under pressure process, the platform for testing the pile machine under pressure level is lacked, and the pile body in the under pressure process may appear larger deviation due to soil conditions, construction equipment, operation technology and other factors, leading to the pile foundation unable to be constructed according to the design and construction specification requirements, influencing the safety and stability of the whole building engineering, therefore, the pile machine under pressure level test platform for construction engineering is proposed. UTILITY MODEL CONTENTS
[0004] In view of the problems in the prior art, the utility model provides a pile machine under pressure level test platform for construction engineering to provide the platform for testing the under pressure level for the pile machine of building engineering, to help the construction personnel find the problem of pile body perpendicularity in the under pressure process in time and take corresponding adjustment measures, to ensure that the pile body is in the vertical state.
[0005] The utility model solves the technical problems by adopting the technical scheme of a pile machine under pressure level test platform for construction engineering, which comprises a pile, a platform, an adjusting mechanism and a laser level meter, the adjusting mechanism is connected with the platform, the platform is arranged on the pile, and the laser level meter is arranged on the platform.
[0006] The outer circumferential surface of the pile is a threaded structure, and a lower hexagon nut and an upper hexagon nut are threadedly connected to the pile.
[0007] By adopting the above technical scheme, the assembly composed of the pile, the platform, the adjusting mechanism and the laser level meter provides the platform for testing the under pressure level for the pile machine of building engineering, to help the construction personnel find the problem of pile body perpendicularity in the under pressure process in time and take corresponding adjustment measures, to ensure that the pile body is in the vertical state.
[0008] Specifically, the platform is connected with a mounting side plate on one side, and a bubble level meter is mounted at the corner on one side of the top of the platform.
[0009] By adopting the technical scheme, the laser level instrument assembly platform with adjustable angle is provided for the laser level instrument through the platform assembled on the adjusting mechanism, the laser level instrument can adjust the irradiation angle flexibly based on the construction requirement, the levelness of the pile body in the pile press-down process is detected better, the workers can intuitively know the levelness of the pile body in the pile press-down process, the pile press is adjusted and corrected, and the reliability of the pile foundation construction is ensured.
[0010] Specifically, the adjusting mechanism comprises a first mounting plate, a second mounting plate, a first damping pivot and a second damping pivot, the second mounting plate is located on one side of the first mounting plate, and a hole corresponding to the pile is formed in the side of the first mounting plate away from the second mounting plate.
[0011] By adopting the technical scheme, the support angle of the platform can be adjusted by the adjusting mechanism.
[0012] Specifically, the first mounting plate is sleeved on the pile through the hole, and the lower hexagon nut and the upper hexagon nut are respectively tightened at the bottom and the top of the first mounting plate.
[0013] By adopting the technical scheme, the first mounting plate is fixed on the pile by the lower hexagon nut and the upper hexagon nut.
[0014] Specifically, the first mounting plate and the second mounting plate are rotationally connected through the first damping pivot, and the second mounting plate and the mounting side plate are rotationally connected through the second damping pivot.
[0015] Specifically, the bottom of the laser level instrument is provided with a stainless steel plate through bolts, the platform is made of stainless steel material, the bottom of the stainless steel plate is provided with a magnetic switch seat on both sides through magnetic attraction, and the bottom of the magnetic switch seat is magnetically attracted to the platform.
[0016] By adopting the technical scheme, the magnetic switch seat is provided, the tester can open or close the magnetic switch seat, the laser level instrument can be quickly assembled or disassembled on the platform through magnetic attraction or used alone.
[0017] The utility model discloses a beneficial effect: the component that the pile, platform, adjusting mechanism and laser level instrument constitute, realize for the platform of building engineering's pile machine provides improvement for the press-down levelness test, help construction personnel to find the problem of the pile body perpendicularity in the press-down process in time, and adopt corresponding adjustment measures, ensure that the pile body is in the vertical state, solve the platform that the pile machine press-down levelness test is lacked in the press-down process of existing pile machine, easy because of soil condition, construction equipment, operation technology and other factors make the pile body in the press-down process appear larger deviation, lead to the pile foundation to be unable to construct according to the design and construction specification's requirement, influence the safety and stability of the whole building engineering. Attached Figure Description
[0018] The present invention will be further described below with reference to the accompanying drawings and embodiments.
[0019] Figure 1 This is a schematic diagram of the overall design of this utility model;
[0020] Figure 2 For the present utility model Figure 1 Enlarged view of point A in the middle;
[0021] Figure 3 This is a schematic diagram of the platform of this utility model;
[0022] In the diagram: 1. Insert rod, 11. Lower hexagonal nut, 12. Upper hexagonal nut, 2. Platform, 21. Mounting side plate, 3. Adjustment mechanism, 31. First mounting plate, 32. Second mounting plate, 33. First damping shaft, 34. Second damping shaft, 35. Insertion hole, 4. Laser level, 41. Stainless steel plate, 5. Bubble level, 6. Magnetic switch base. Detailed Implementation
[0023] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.
[0024] like Figures 1-3 As shown, the present invention provides a pile driver pressing level test platform for construction projects, comprising a stake 1, a platform 2, an adjustment mechanism 3, and a laser level 4. The adjustment mechanism 3 is connected to the platform 2, and the platform 2 is mounted on the stake 1. The laser level 4 is mounted on the platform 2.
[0025] The outer circumferential surface of the insert 1 has a threaded structure, and the insert 1 is threaded with a lower hexagonal nut 11 and an upper hexagonal nut 12.
[0026] During use, the insertion rod 1, platform 2, adjustment mechanism 3 and laser level 4 provide a platform for testing the levelness of the pile driver in construction projects. This helps construction personnel to promptly identify problems with the verticality of the pile body during the pressing process and take corresponding adjustment measures to ensure that the pile body is in a vertical state.
[0027] The present invention also includes a mounting side plate 21 connected to one side of the platform 2, and a bubble level 5 installed at the corner of the top side of the platform 2.
[0028] In use, the platform 2 mounted on the adjustment mechanism 3 provides a flexible platform for the laser level 4, allowing the laser level 4 to adjust its angle flexibly according to construction needs. This enables the laser level 4 to better detect the levelness of the pile body during the pile driver's pressing process, thus ensuring the reliability of the pile foundation construction.
[0029] The utility model still includes, the adjusting mechanism 3 includes first mounting plate 31, second mounting plate 32, first damping pivot 33 and second damping pivot 34, second mounting plate 32 is located first mounting plate 31 one side, first mounting plate 31 is away from second mounting plate 32's one side is equipped with with the plug-in hole 35 corresponding to the plug-in 1.
[0030] When using, based on the setting of adjusting mechanism 3, personnel can help to adjust the support angle of platform 2.
[0031] The utility model still includes, first mounting plate 31 is set on the plug-in 1 through the plug-in hole 35, and the lower hexagon nut 11 and the upper hexagon nut 12 are respectively tightened in the bottom and the top of first mounting plate 31.
[0032] When using, personnel uses the lower hexagon nut 11 and the upper hexagon nut 12 and tightens and fixes first mounting plate 31 on the plug-in 1.
[0033] The utility model still includes, first mounting plate 31 is rotatably connected with second mounting plate 32 through first damping pivot 33, and second mounting plate 32 is rotatably connected with installation side plate 21 through second damping pivot 34.
[0034] The utility model still includes, the bottom of laser level 4 is provided with stainless steel plate 41 through bolt, platform 2 is made of stainless steel material, and both sides of the bottom of stainless steel plate 41 are magnetically connected with magnetic switch base 6, and the bottom of magnetic switch base 6 is magnetically connected with platform 2.
[0035] When using, based on the setting of magnetic switch base 6, test personnel can make laser level 4 quickly magnetically assembled or disassembled on platform 2 by opening or closing magnetic switch base 6.
[0036] When using, the utility model, construction personnel based on the area of piling, insert the plug-in 1 into the land near the stake area, and use magnetic switch base 6 to magnetically attract laser level 4 on platform 2, detect the levelness of platform 2 by the bubble position displayed by bubble level 5, and use first damping pivot 33, second damping pivot 34, first mounting plate 31, second mounting plate 32 and installation side plate 21 to adjust the support angle in turn, so that platform 2 can provide support for laser level 4 at the required angle, then use laser level 4 to irradiate the horizontal line of the pipe pile pressed by the pile driver, test the levelness of the pile body during the pressing process of the pile driver, so that workers can intuitively understand the levelness of the pile body during the pressing process of the pile driver, and when the irradiation angle of laser level 4 on the platform 2 with the set angle does not match during the pressing process of the pile driver, the construction personnel adjust and correct the pile driver to ensure the reliability of pile foundation construction.
[0037] The basic principle, main features and advantages of the present application are shown and described above. Those skilled in the art should understand that the present application is not limited by the above embodiments, and the above embodiments and descriptions in the specification are only to illustrate the principles of the present application. Without departing from the spirit and scope of the present application, various changes and improvements can be made to the present application, and these changes and improvements all fall within the scope of the present application. The scope of protection of the present application is defined by the appended claims and their equivalents.
Claims
1. A pile press down levelness test bench for construction works, characterized in that, Including the plug drill (1), the platform (2), the adjusting mechanism (3) and the laser level (4), the adjusting mechanism (3) is connected with the platform (2), and the platform (2) is set on the plug drill (1), the laser level (4) is set on the platform (2), The outer peripheral surface of the plug drill (1) is a threaded structure, the plug drill (1) is threadedly connected with a lower hexagon nut (11) and an upper hexagon nut (12).
2. A pile press down levelness test platform for construction works according to claim 1, characterised in that, One side of the platform (2) is connected with a mounting side plate (21), and a bubble level (5) is mounted at the corner of the top side of the platform (2).
3. A pile press down levelness test bench for construction works according to claim 2, characterized in that, The adjusting mechanism (3) includes a first mounting plate (31), a second mounting plate (32), a first damping shaft (33) and a second damping shaft (34), the second mounting plate (32) is located on one side of the first mounting plate (31), and a plug hole (35) corresponding to the plug drill (1) is formed in the side of the first mounting plate (31) away from the second mounting plate (32).
4. A pile press down levelness test bench for construction works according to claim 3, characterized in that, The first mounting plate (31) is sleeved on the plug drill (1) through the plug hole (35), and the lower hexagon nut (11) and the upper hexagon nut (12) are respectively tightened at the bottom and the top of the first mounting plate (31).
5. A pile press down levelness test bench for construction works according to claim 4, characterized in that, The first mounting plate (31) and the second mounting plate (32) are rotatably connected through the first damping shaft (33), and the second mounting plate (32) and the mounting side plate (21) are rotatably connected through the second damping shaft (34).
6. A pile press down levelness test bench for construction works according to claim 5, characterized in that, The bottom of the laser level (4) is provided with a stainless steel plate (41) through bolts, the platform (2) is made of stainless steel material, the bottom of the stainless steel plate (41) is magnetically connected with a magnetic switch seat (6) on both sides, and the bottom of the magnetic switch seat (6) is magnetically connected with the platform (2).