Intensive pile point positioning device and construction method
Through the use of dense pile point positioning devices, the problems of cumbersome operation and inefficiency of traditional pile point positioning methods are solved, and the rapid and accurate positioning of large-area dense pile points are achieved, and construction efficiency and positioning accuracy are improved.
Patent Information
- Application Number
- CN202411850813.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-16
- Publication Date
- 2025-03-04
AI Technical Summary
The traditional pile point positioning method is cumbersome to operate, inefficient, difficult to control the accuracy, and the positioning marks are easily offset or damaged by construction disturbances, affecting construction efficiency.
An intensive pile point positioning device is adopted, which includes a positioning assembly, a punching assembly and a filling assembly, and the pile point positioning is quickly and accurately accomplished by the positioning ring, punching and filling method.
It realizes rapid and accurate positioning of large-area intensive pile points, reduces operation difficulty, improves construction efficiency, and ensures the accuracy and stability of pile body positioning.
Smart Images

Figure CN119553676A_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of foundation treatment, and in particular relates to a dense pile point positioning device and a construction method. Background Art
[0002] When constructing a building on a soft foundation or collapsible land, foundation treatment is required to improve its poor soil conditions to ensure the stability and safety of the building. Among them, the bare soil compaction pile is one of the effective methods for treating soft foundations or collapsible land. The key to its construction lies in the efficient and accurate layout of pile points. Generally, the bare soil compaction piles are densely spaced, the pile diameter is small, and the pile positions are arranged in a plum blossom shape. The traditional pile point positioning method usually uses total stations, RTK and other measuring instruments to measure the pile points one by one, and then mark and locate them on the ground corresponding to the pile points. This method is cumbersome to operate, has low operating efficiency, and is difficult to control the accuracy of laying out lines. At the same time, the positioning marks are easily offset and damaged by construction disturbances, resulting in the need for re-measurement and positioning, which seriously affects the construction efficiency. Summary of the invention
[0003] In order to solve the above technical problems, the present invention provides a dense pile point positioning device and a construction method, which can quickly and accurately locate large-area dense pile points, reduce the operation difficulty, and improve the construction efficiency.
[0004] The technical solution adopted by the present invention is: a dense pile point positioning device, comprising:
[0005] A positioning assembly is used to locate the intended construction position of the pile body; the positioning assembly includes a plurality of positioning rings, and the relative positions between the positioning rings are the same as the relative positions between the pile bodies;
[0006] A punching assembly, used for punching a hole in the middle of the positioning ring to form a positioning hole;
[0007] The ash filling component is used to fill white ash into the positioning hole.
[0008] Furthermore, the positioning assembly includes at least two rows of positioning rings, and the positioning rings are connected by connecting rods.
[0009] Furthermore, an extension line of the connecting rod passes through the center of the positioning ring.
[0010] Furthermore, the connecting rods form a plurality of triangular structures.
[0011] Furthermore, the drilling assembly comprises a drill body and a drill cap and a drill bit arranged at two ends of the drill body, the area of the drill cap is larger than that of the drill body, and the drill bit is pointed.
[0012] Furthermore, the radius of the drill body is smaller than the radius of the positioning ring by 1 mm to 2 mm.
[0013] Furthermore, the ash filling assembly comprises an ash cylinder with openings at both ends and an ash filling port provided at one end of the ash cylinder, and the ash filling port is funnel-shaped.
[0014] Furthermore, the radius of the ash tube is smaller than the radius of the drill body, and the length of the ash tube is not smaller than the length of the drill body.
[0015] Furthermore, a handle is provided on the outer side of the ash tube, and the distance between the handle and one end of the ash tube is not less than the length of the drill body.
[0016] A plum blossom arrangement dense pile point positioning construction method, using the dense pile point positioning device as described above, comprises the following steps:
[0017] According to the pile point positioning diagram, the central positioning points of the pile bodies at both ends of a row of pile bodies to be constructed are measured and set, and a central reference line is formed, and the central reference line is arranged in every other row;
[0018] Align the center of a positioning ring of the positioning assembly with one of the central positioning points, and rotate the positioning assembly so that the centers of other positioning rings arranged in the same row as the positioning ring are aligned with the central reference line;
[0019] Placing a punching assembly at the center of the positioning ring, and hammering the punching assembly to form a positioning hole;
[0020] Remove the punching assembly and place the ash filling assembly in the positioning hole;
[0021] Pour the lime into the lime cylinder of the lime filling assembly and slowly move it out of the lime cylinder;
[0022] Until all the positioning rings of the positioning assembly are drilled and filled with ash;
[0023] Move the positioning assembly along the center reference line so that the center of one positioning ring of the positioning assembly is aligned with the center of the positioning hole for completing the ash filling;
[0024] The drilling and the ash filling are repeated.
[0025] The advantages and positive effects of the present invention are:
[0026] (1) By adopting the dense pile point positioning device in the present application, the layout of pile points over a large area can be completed quickly and efficiently without complicated and large-scale measurement operations, thereby reducing the difficulty of operation and improving construction efficiency.
[0027] (2) By setting the central positioning point and the central reference line, a reliable basis is provided for the positioning of the dense pile point positioning device, ensuring the accuracy of the pile body positioning; the positioned pile point is not easily disturbed, which is convenient for subsequent pile body construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0028] Figure 1 is a schematic diagram of the structure of a positioning component of a specific embodiment of the present invention;
[0029] Figure 2 is a schematic diagram of a punching assembly mechanism of a specific embodiment of the present invention;
[0030] Figure 3 It is a schematic diagram of the mechanism of the ash filling assembly of a specific embodiment of the present invention;
[0031] Figure 4 It is a schematic diagram of a positioning construction method of a specific embodiment of the present invention.
[0032] In the figure:
[0033] 1. Positioning assembly 11, positioning ring 12, connecting rod
[0034] 2. Punching assembly 21, drill body 22, drill cap
[0035] 23. Drill bit 3. Ash filling assembly 31. Ash cylinder
[0036] 32. Ash filling port 33. Handle 4. Pile body position
[0037] 5. Center positioning point 6. Center reference line DETAILED DESCRIPTION
[0038] The embodiments of the present invention are described below with reference to the accompanying drawings.
[0039] The present invention provides a dense pile point positioning device, which is used to locate densely arranged pile body points in foundation treatment construction, and can quickly and efficiently complete the layout of the pile points, reduce the operation difficulty, and improve the construction efficiency.
[0040] like Figure 1-Figure 3 As shown, a dense pile point positioning device includes a positioning component 1, a drilling component 2 and a lime filling component 3, wherein the positioning component 1 is used to locate the proposed construction position of the pile body; it includes a plurality of positioning rings 11, and the relative positions between the positioning rings 11 are the same as the relative positions between the pile bodies; the drilling component 2 is used to drill holes in the middle of the positioning rings 11 to form positioning holes; the lime filling component 3 is used to fill white lime into the positioning holes, and the pile body point 4 to be constructed can be easily identified through the white lime, so as to facilitate the subsequent construction of the pile body with the position of the white lime as the center.
[0041] It can be understood that the distance between the densely arranged pile bodies is small, and the pile bodies are arranged according to certain rules. The positioning ring 11 in the positioning assembly 1 in the present application matches the relative position of the pile body; by reasonably arranging the positioning rings 11, each positioning ring 11 is accurately aligned with the corresponding pile body, thereby ensuring that each positioning ring 11 can accurately locate the position of a pile body; and then by determining the position and angle of a positioning ring 11, the positioning of the pile body positions corresponding to all the positioning rings 11 in the positioning assembly 1 can be completed at one time, which greatly improves the efficiency and accuracy of pile point positioning.
[0042] Furthermore, the positioning assembly 1 includes at least two rows of positioning rings 11, and the positioning rings 11 are connected by connecting rods 12. Usually, the pile bodies are arranged in rows. In the present application, two rows of positioning rings 11 are arranged, and the spacing between the positioning rings 11 is set according to the design, so that the positioning rings 11 can accurately position the two rows of pile bodies during positioning, simplifying the operation process and improving the positioning efficiency. It not only ensures that the relative position between the two rows of pile body points 4 after positioning meets the design requirements, but also further improves the positioning accuracy.
[0043] The extension line of the connecting rod 12 passes through the center of the positioning ring 11. The angle of the positioning component 1 can be accurately determined through the extension line, which is convenient for adjusting the angle of the positioning component 1. By positioning a positioning ring 11 on the positioning component 1 and then rotating the positioning component 1 according to the designed angle, the positioning of all the positioning rings 11 on the positioning component 1 can be achieved, so that each positioning ring 11 can be matched with a pile body point 4, further simplifying the operation.
[0044] Preferably, the above-mentioned connecting rods 12 form a plurality of triangular structures, so that the positioning rings 11 can be connected stably and flexibly in pairs, which not only enhances the stability of the overall structure of the positioning assembly 1, but also improves the accuracy and reliability of the connection, and is conducive to the effective combination and adjustment between multiple positioning rings 11, thereby achieving more accurate positioning and layout; at the same time, the angle of the positioning assembly 1 can be more accurately adjusted according to the extension direction of the connecting rod 12 to achieve the positioning of the pile body point 4.
[0045] The above-mentioned drilling assembly 2 includes a drill body 21 and a drill cover 22 and a drill bit 23 arranged at both ends of the drill body 21. The area of the drill cover 22 is larger than the drill body 21, and the drill bit 23 is pointed; by hammering the drill cover 22, the drill body 21 can be inserted into the soil of the intended construction site, thereby forming a positioning hole. By setting the drill cover 22, it is convenient to perform the hammering operation and subsequently pull out the drilling assembly 2, and it is also easier to control the depth of the positioning hole.
[0046] Preferably, the radius of the drill body 21 is 1mm-2mm smaller than the radius of the positioning ring 11. When in use, the positioning assembly 1 is first fixed on the ground at a set position and angle, and then the drill body 21 is passed through the middle of the positioning ring 11. This helps to ensure that the center of the formed positioning hole coincides with the center of the positioning ring 11, or is within the allowable error range, without the need to re-position the position of the drill body 21.
[0047] Furthermore, the ash filling component 3 includes an ash cylinder 31 with openings at both ends and an ash filling port 32 arranged at one end of the ash cylinder 31. The ash filling port 32 is funnel-shaped. When in use, the ash cylinder 31 is inserted into the positioning hole, and then white ash is poured into the ash cylinder 31 through the ash filling port 32. The ash cylinder 31 is then removed, and the white ash can be left in the positioning hole. Because the positioning hole has a certain depth and is arranged in the vertical direction, the white ash is filled in the vertical direction. Even if the upper white ash is disturbed by construction, buried or damaged, the white ash at the bottom can still accurately mark the pile body point 4, providing a reliable basis for subsequent pile body construction.
[0048] Furthermore, in order to facilitate the insertion of the ash tube 31 into the positioning hole, the radius of the ash tube 31 is set to be smaller than the radius of the drill body 21, and the length of the ash tube 31 is not less than the length of the drill body 21, so as to facilitate the control of the amount of white ash used each time the ash is poured, so that the white ash can fill the positioning hole after the ash tube 31 is removed.
[0049] Furthermore, a handle 33 is provided on the outside of the ash tube 31 , and the distance between the handle 33 and one end of the ash tube 31 is not less than the length of the drill body 21 , so as to ensure that the ash tube 31 can penetrate into the positioning hole and facilitate the removal of the ash tube 31 .
[0050] The present application also proposes a dense pile point positioning construction method, using the dense pile point positioning device proposed in the present application, such as Figure 4 As shown, the method comprises the following steps:
[0051] S1, according to the pile point positioning diagram, survey and set the central positioning points 5 of the pile bodies at both ends of a row of pile bodies to be constructed, and form a central reference line 6, which is arranged in every other row;
[0052] Specifically, a total station and a theodolite are used to measure the positions of the centers of two pile bodies at both ends of a row of pile bodies to be constructed, that is, the positions of two center positioning points 5, and the two center positioning points 5 are connected to form a center reference line 6 by drawing a line on the ground or pulling a rope; ensure that the center reference line 6 is straight so that the center points of the row of pile bodies are all located on the center reference line 6.
[0053] In the present application, the number of interval rows of the center reference lines 6 is set according to the number of rows of positioning rings 11 on the positioning component 1; for example, in the present embodiment, two rows of positioning rings 11 are provided on the positioning component 1, which can simultaneously position two rows of pile bodies, so the center reference lines 6 are arranged in alternate rows.
[0054] S2, aligning the center of a positioning ring 11 of the positioning assembly 1 with the central positioning point 5, and aligning the centers of other positioning rings 11 arranged in the same row with the positioning ring 11 with the central reference line 6;
[0055] Specifically, one of the two central positioning points 5 located at both ends in the previous step can be selected as the positioning starting point, and the center of a positioning ring 11 located at one end on the positioning component 1 is aligned with the central positioning point 5. Whether the center of the positioning ring 11 is aligned with the central positioning point 5 can be judged based on whether the intersection of the extension line of the connecting rod 12 coincides with the central positioning point 5; after determining that the positioning ring 11 is aligned with the central positioning point 5, the positioning component 1 is rotated so that the other positioning rings 11 located in the same row as the positioning ring 11 are arranged along the pile point arrangement direction in the design, and when the connecting rod 12 between the positioning rings 11 in the row coincides with the corresponding central reference line 6 of the row, it can be determined that the positioning rings 11 on the positioning component 1 are all aligned with the corresponding pile body positions in the pile point positioning diagram, and the positioning of the corresponding pile body is completed.
[0056] S3, placing the punching assembly 2 at the center of the positioning ring 11, and hammering the punching assembly 2 to form a positioning hole;
[0057] Specifically, when placing the punching assembly 2 , the drill body 21 should be positioned at the center of the positioning ring 11 as much as possible, and the placement point of the drill body 21 can be determined based on the intersection of the extension lines of the connecting rods 12 .
[0058] S4, remove the punching component 2, and place the ash filling component 3 in the positioning hole;
[0059] S5, pouring lime into the lime cylinder 31 of the lime filling assembly 3, and then slowly removing the lime cylinder 31;
[0060] Specifically, to ensure that the amount of white ash can meet the requirement of filling the positioning hole, the height of the white ash in the ash tube 31 should be higher than the height of the ground, which can be judged based on the position of the handle 33 of the ash filling assembly 3; through this operation, the positioning of a pile body point 4 can be completed.
[0061] S6, repeating steps S3 to S5 until all the positioning rings 11 of the positioning assembly 1 are punched and filled with ash;
[0062] S7, move the positioning assembly 1 along the center reference line 6, so that the center of a positioning ring 11 of the positioning assembly 1 is aligned with the center of a positioning hole that has been filled with ash;
[0063] Specifically, the positioning component 1 moves from the central positioning point 5 at one end of the central reference line 6 to the other end. Preferably, the moving distance corresponds to the number of a row of positioning rings 11 on the positioning component 1 aligned with the central reference line 6, so that the positioning rings 11 located at one end of the row are aligned with the positions of the positioning rings 11 in the positioning component 1 in step S7 to be connected end to end, so that the position of the positioning rings 11 on the positioning component 1 after the movement corresponds to the pile body position in the pile point positioning diagram.
[0064] S8. Repeat the drilling and filling.
[0065] By repeating the above operation, the positioning of multiple rows of pile bodies arranged in a dense manner can be achieved. During construction, multiple groups of synchronous operations can be adopted to further improve the positioning efficiency of the pile bodies. Through the above technical solution, it is only necessary to measure two pile body points 4 to achieve the positioning of multiple rows of pile bodies, which simplifies the measurement and positioning operations and significantly improves the positioning efficiency.
[0066] The technical solution in this application is described in detail below through specific embodiments.
[0067] Example 1
[0068] A dense pile point positioning device, a dense pile point positioning device, includes a positioning component 1, a drilling component 2 and a mortar filling component 3, wherein the positioning component 1 is arranged according to the pile body to be constructed and its arrangement. In this embodiment, the positioning device is used for positioning pile points densely arranged in a plum blossom shape over a large area. The plum blossom arrangement refers to arranging pile positions in a specific arrangement manner, similar to the pile position arrangement of a five-pile platform, forming a plum blossom arrangement, which is often used in foundation treatment, especially when it is necessary to increase the bearing capacity of the foundation and reduce settlement, and the pile body spacing is generally small. By arranging the pile positions in a plum blossom shape, the load can be distributed more evenly and the overall stability of the foundation can be improved.
[0069] The positioning assembly 1 in this embodiment includes five positioning rings 11 arranged in two rows, and the relative positions between each positioning ring 11 are the same as the relative positions between the pile bodies to be constructed; specifically, one row includes three positioning rings 11, and the other row includes two positioning rings 11 staggered, and every two positioning rings 11 are connected by a connecting rod 12, and the extension line of the connecting rod 12 passes through the center of the positioning rings 11 at both ends; wherein the positioning ring 11 is a circular ring with an inner diameter of 22 mm.
[0070] The drilling assembly 2 includes a drill body 21 and a drill cover 22 and a drill head 23 arranged at both ends of the drill body 21. The area of the drill cover 22 is larger than the drill body 21. The drill head 23 is pointed. The drill body 21 is made of round steel with a diameter of 20 mm and a length of 20 cm.
[0071] The ash filling assembly 3 includes an ash cylinder 31 with openings at both ends and an ash filling port 32 arranged at one end of the ash cylinder 31. The ash filling port 32 is an independently arranged finished product funnel. The ash cylinder 31 is made of a round steel pipe with a diameter of 18 mm. A handle 33 is also provided on the outside of the ash cylinder 31. The distance from the handle 33 to one end of the ash cylinder 31 is 20 cm.
[0072] Example 2
[0073] A dense pile point positioning construction method, such as Figure 4 As shown, the dense pile point positioning device in Example 1 is used to locate the pile points densely arranged in a plum blossom shape over a large area; in this embodiment, multiple dense pile point positioning devices are used for synchronous construction, the depth of white lime at the pile point is 20 cm underground, and the size of the white lime point is only 1 cm, the positioning process is efficient and convenient, and it is not easy to be disturbed after positioning, which greatly reduces the measurement workload, enhances the positioning accuracy, and improves the construction efficiency.
[0074] The embodiments of the present invention are described in detail above, but the contents described are only preferred embodiments of the present invention and cannot be considered to limit the scope of implementation of the present invention. All equivalent changes and improvements made within the scope of the present invention should still fall within the scope of the patent coverage of the present invention.
Claims
1. A dense pile point positioning device, characterized in that: include: A positioning assembly is used to locate the intended construction position of the pile body; the positioning assembly includes a plurality of positioning rings, and the relative positions between the positioning rings are the same as the relative positions between the pile bodies; A punching assembly, used for punching a hole in the middle of the positioning ring to form a positioning hole; The ash filling component is used to fill white ash into the positioning hole.
2. The dense pile point positioning device according to claim 1, characterized in that: The positioning assembly comprises at least two rows of positioning rings, and the positioning rings are connected by connecting rods.
3. The dense pile point positioning device according to claim 2, characterized in that: An extension line of the connecting rod passes through the center of the positioning ring.
4. The dense pile point positioning device according to claim 3, characterized in that: The connecting rods form a plurality of triangular structures.
5. The dense pile point positioning device according to any one of claims 2 to 4, characterized in that: The drilling assembly comprises a drill body, a drill cap and a drill bit arranged at two ends of the drill body, the area of the drill cap is larger than the drill body, and the drill bit is pointed.
6. The dense pile point positioning device according to claim 5, characterized in that: The radius of the drill body is 1 mm to 2 mm smaller than the radius of the positioning ring.
7. The dense pile point positioning device according to claim 6, characterized in that: The ash filling assembly comprises an ash cylinder with openings at both ends and an ash filling port arranged at one end of the ash cylinder, and the ash filling port is funnel-shaped.
8. The dense pile point positioning device according to claim 7, characterized in that: The radius of the ash tube is smaller than the radius of the drill body, and the length of the ash tube is not smaller than the length of the drill body.
9. The dense pile point positioning device according to claim 7 or 8, characterized in that: A handle is also provided on the outer side of the ash tube, and the distance between the handle and one end of the ash tube is not less than the length of the drill body.
10. A plum blossom arrangement intensive pile point positioning construction method, characterized in that: The dense pile point positioning device according to any one of claims 1 to 9 is used, comprising the following steps: According to the pile point positioning diagram, the central positioning points of the pile bodies at both ends of a row of pile bodies to be constructed are measured and set, and a central reference line is formed, and the central reference line is arranged in every other row; Align the center of a positioning ring of the positioning assembly with one of the central positioning points, and rotate the positioning assembly so that the centers of other positioning rings arranged in the same row as the positioning ring are aligned with the central reference line; Placing a punching assembly at the center of the positioning ring, and hammering the punching assembly to form a positioning hole; Remove the punching assembly and place the ash filling assembly in the positioning hole; Pour the lime into the lime cylinder of the lime filling assembly and slowly move it out of the lime cylinder; Until all the positioning rings of the positioning assembly are drilled and filled with ash; Move the positioning assembly along the center reference line so that the center of one positioning ring of the positioning assembly is aligned with the center of the positioning hole for completing the ash filling; The drilling and the ash filling are repeated.