CN210712982U - Pile foundation settlement comprehensive monitoring device - Google Patents
Pile foundation settlement comprehensive monitoring device Download PDFInfo
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- CN210712982U CN210712982U CN201921316091.4U CN201921316091U CN210712982U CN 210712982 U CN210712982 U CN 210712982U CN 201921316091 U CN201921316091 U CN 201921316091U CN 210712982 U CN210712982 U CN 210712982U
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- 238000012806 monitoring device Methods 0.000 title claims abstract description 17
- 238000012544 monitoring process Methods 0.000 claims abstract description 102
- 239000002184 metal Substances 0.000 claims abstract description 36
- 230000002146 bilateral effect Effects 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a pile foundation subsides comprehensive monitoring device, including the monitoring board, the left and right sides end of monitoring board is fixed with first camera and second camera respectively, and installs first support column and second support column respectively in the bilateral symmetry position on the monitoring board, left metal gasket and right metal gasket have been welded respectively in the bilateral symmetry position on the monitoring board, and install first fastening bolt and second fastening bolt on left metal gasket and the right metal gasket respectively, the lower extreme bilateral symmetry position of monitoring board is fixed with left monitoring pole and right monitoring pole respectively, and all is provided with centimetre scale mark on left monitoring pole and the right monitoring pole. The utility model discloses a set up first camera, left metal gasket, right metal gasket, second camera, centimetre scale mark, left monitoring pole, right monitoring pole, first fastening bolt and second fastening bolt, solved pile foundation settlement integrated monitoring device structure complicacy difficult monitoring and difficult not good problem of installation practicality.
Description
Technical Field
The utility model relates to a pile foundation settlement monitoring technology field specifically is a pile foundation settlement comprehensive monitoring device.
Background
The pile foundation is composed of foundation piles and bearing platforms connected to the tops of the piles. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; when the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low cap pile foundations. The method is widely applied to projects such as high-rise buildings, bridges, high-speed railways and the like. The pile foundation usually needs a settlement comprehensive monitoring device for monitoring.
However, the prior art has the following defects:
1. the traditional pile foundation settlement comprehensive monitoring device is complex in structure, high in cost, difficult to monitor and poor in practicability;
2. traditional pile foundation settlement comprehensive monitoring device is difficult to install, and consuming time and power during the installation has increased people's burden.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a pile foundation subsides comprehensive monitoring device has solved the complicated difficult monitoring of pile foundation subsides comprehensive monitoring device structure and has been difficult for the not good problem of installation practicality.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a pile foundation subsides integrated monitoring device, includes the monitoring board, the end is fixed with first camera and second camera respectively about the monitoring board, and bilateral symmetry position installs first support column and second support column respectively on the monitoring board, bilateral symmetry position welds respectively on the monitoring board has left metal gasket and right metal gasket, and installs first fastening bolt and second fastening bolt on left metal gasket and the right metal gasket respectively, the lower extreme bilateral symmetry position of monitoring board is fixed with left monitoring pole and right monitoring pole respectively, and all is provided with centimetre scale mark on left monitoring pole and the right monitoring pole.
Left draw-in groove and right draw-in groove have been seted up respectively to the bilateral symmetry position on the monitoring board, and the monitoring board is connected with first support column joint through left draw-in groove, the monitoring board is connected with second support column joint through right draw-in groove.
A first threaded hole is formed in the left metal gasket, and the first fastening bolt penetrates through the first threaded hole to be rotatably connected with a first threaded groove formed in the first support column.
And a second threaded rotary hole is formed in the right metal gasket, and the second fastening bolt penetrates through the second threaded rotary hole to be rotatably connected with a second threaded rotary groove formed in the second supporting column.
And a left positioning rod and a right positioning rod are respectively fixed at the left-right symmetrical positions of the lower end of the monitoring plate.
The lower ends of the first supporting column and the second supporting column are both fixed with pile foundation main bodies.
(III) advantageous effects
The utility model provides a pile foundation subsides comprehensive monitoring device possesses following beneficial effect:
(1) the utility model solves the problem that the pile foundation settlement comprehensive monitoring device has a complex structure and is difficult to monitor by arranging the first camera, the second camera, the centimeter scale marks, the left monitoring rod and the right monitoring rod are respectively fixed by utilizing the bilateral symmetry position of the lower end of the monitoring plate, and the centimeter scale marks are arranged on the left monitoring rod and the right monitoring rod, when in use, the scale value A when the horizontal ground is as high as the left monitoring rod is recorded firstly, after a period of time, the pile foundation main body can settle due to load, the pile foundation main body settles to drive the left monitoring rod and the right monitoring rod to move downwards, at the moment, the scale value B when the horizontal ground is as high as the left monitoring rod is recorded, the difference between A and B is the settling depth, and the settling gradient can be calculated by the different scale values when the left monitoring rod and the right monitoring rod settle, the left end and the right end of the monitoring plate are respectively fixed with a first camera and a second camera, the first camera and the second camera are connected with a computer of a monitoring room, and information is transmitted remotely through the camera shooting function of the first camera and the second camera during use, so that people can monitor the information conveniently.
(2) The utility model solves the problem that the pile foundation settlement comprehensive monitoring device is not easy to install and has poor practicability by arranging a left metal gasket, a left clamping groove, a right metal gasket, a first fastening bolt and a second fastening bolt, utilizes the monitoring plate to be connected with a first supporting column through the left clamping groove in a clamping way, and the monitoring plate is connected with a second supporting column through the right clamping groove in a clamping way, firstly puts the monitoring plate between the first supporting column and the second supporting column, then aligns the first supporting column with the left clamping groove on the monitoring plate, aligns the second supporting column with the right clamping groove on the monitoring plate, and is connected in a clamping way, then utilizes the first fastening bolt to pass through a first thread rotary hole on the left metal gasket to be rotationally connected with a first thread rotary groove arranged on the first supporting column, then rotates all the first fastening bolts to pass through the first thread rotary hole on the left metal gasket to be connected and fixed with the first thread rotary groove on the first supporting column, and finally, the second fastening bolts penetrate through second threaded rotary holes in the right metal gasket and are rotatably connected with second threaded rotary grooves formed in the second supporting columns, and finally all the second fastening bolts are rotated to penetrate through the second threaded rotary holes in the right metal gasket and be rotatably connected with the second threaded rotary grooves in the second supporting columns.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic top view of the monitoring plate of FIG. 1 according to the present invention;
fig. 3 is a schematic view of the installation of the present invention;
FIG. 4 is an enlarged view of the structure A in FIG. 3 according to the present invention;
fig. 5 is an enlarged view of a structure B in fig. 3 according to the present invention.
The reference numbers in the figures are: 1. a first camera; 2. a monitoring plate; 3. a left metal pad; 4. a left card slot; 5. a right card slot; 6. a right metal gasket; 7. a second camera; 8. centimeter scale lines; 9. a left monitoring lever; 10. a left positioning rod; 11. a right positioning rod; 12. a right monitoring lever; 13. a first support column; 14. a second support column; 15. a pile foundation main body; 16. a first fastening bolt; 17. a first threaded screw hole; 18. a first thread groove; 19. a second thread groove; 20. a second threaded screw hole; 21. and a second fastening bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1-5, the utility model provides a technical solution: a comprehensive monitoring device for pile foundation settlement comprises a monitoring plate 2, wherein a first camera 1 and a second camera 7 are respectively fixed at the left end and the right end of the monitoring plate 2, a first supporting column 13 and a second supporting column 14 are respectively arranged at the left-right symmetrical positions on the monitoring plate 2, a left clamping groove 4 and a right clamping groove 5 are respectively arranged at the left-right symmetrical positions on the monitoring plate 2, the monitoring plate 2 is connected with the first supporting column 13 in a clamping way through the left clamping groove 4, the monitoring plate 2 is connected with the second supporting column 14 in a clamping way through the right clamping groove 5, a left metal gasket 3 and a right metal gasket 6 are respectively welded at the left-right symmetrical positions on the monitoring plate 2, a first fastening bolt 16 and a second fastening bolt 21 are respectively arranged on the left metal gasket 3, a first threaded hole 17 is arranged on the first fastening bolt 16, the first threaded hole 17 is rotatably connected with a first threaded groove 18 arranged on the first supporting column 13, a second threaded hole 20 is formed in the right metal gasket 6, a second fastening bolt 21 penetrates through the second threaded hole 20 to be rotatably connected with a second threaded groove 19 formed in a second supporting column 14, the lower ends of the first supporting column 13 and the second supporting column 14 are both fixedly provided with a pile foundation main body 15, the monitoring plate 2 is firstly placed between the first supporting column 13 and the second supporting column 14, the first supporting column 13 is aligned with a left clamping groove 4 on the monitoring plate 2, the second supporting column 14 is aligned with a right clamping groove 5 on the monitoring plate 2 and is clamped and connected, then all first fastening bolts 16 are rotated to penetrate through first threaded holes 17 on the left metal gasket 3 to be fixedly connected with first threaded grooves 18 on the first supporting column 13, and finally all second fastening bolts 21 are rotated to penetrate through second threaded holes 20 on the right metal gasket 6 to be rotatably connected with second threaded grooves 19 on the second supporting column 14, a left monitoring rod 9 and a right monitoring rod 12 are respectively fixed at the left and right symmetrical positions of the lower end of the monitoring plate 2, centimeter scale marks 8 are arranged on the left monitoring rod 9 and the right monitoring rod 12, a left positioning rod 10 and a right positioning rod 11 are respectively fixed at the left and right symmetrical positions of the lower end of the monitoring plate 2, a scale value A when the horizontal ground is as high as the left monitoring rod 9 is recorded, after a period of time, the pile foundation main body 15 is settled due to load, the pile foundation main body 15 is settled to drive the left monitoring rod 9 and the right monitoring rod 12 to move downwards, a scale value B when the horizontal ground is as high as the left monitoring rod 9 is recorded, the difference between the A and the B is the depth of settlement, the inclination of settlement can be calculated through different scale values when the left monitoring rod 9 and the right monitoring rod 12 are settled, and then the first camera 1 and the second camera 7 are connected with a computer of a monitoring room, when the camera is used, the camera shooting function of the first camera 1 and the second camera 7 can remotely transmit information, so that people can conveniently monitor the camera.
The working principle is as follows: when the power supply is switched on, the monitoring plate 2 is firstly placed between the first supporting column 13 and the second supporting column 14, the first supporting column 13 is aligned with the left clamping groove 4 on the monitoring plate 2, the second supporting column 14 is aligned with the right clamping groove 5 on the monitoring plate 2 and is connected in a clamping way, then all the first fastening bolts 16 are rotated to penetrate through the first threaded rotary holes 17 on the left metal gasket 3 to be connected and fixed with the first threaded rotary grooves 18 on the first supporting column 13, finally all the second fastening bolts 21 are rotated to penetrate through the second threaded rotary holes 20 on the right metal gasket 6 to be connected with the second threaded rotary grooves 19 on the second supporting column 14 in a rotating way, during monitoring, the scale interval A when the horizontal ground is as high as the left monitoring rod 9 is recorded, after a period of time, the pile foundation main body 15 can subside due to load, the pile foundation main body 15 subsides to drive the left monitoring rod 9 and the right monitoring rod 12 to move downwards, at this moment, the scale value B of the horizontal ground which is as high as the left monitoring rod 9 is recorded, the difference between A and B is the sedimentation depth, the sedimentation gradient can be calculated through the different scale values of the left monitoring rod 9 and the right monitoring rod 12 when the horizontal ground is sedimentated, then the first camera 1 and the second camera 7 are connected with the computer of the monitoring room, information can be transmitted remotely through the camera shooting functions of the first camera 1 and the second camera 7 when the monitoring room is used, and people can monitor the monitoring room conveniently.
To sum up can, the utility model discloses a set up first camera 1, left metal gasket 3, left draw-in groove 4, right draw-in groove 5, right metal gasket 6, second camera 7, centimetre scale mark 8, left monitoring rod 9, right monitoring rod 12, first fastening bolt 16 and second fastening bolt 21, solved the complicated difficult monitoring of comprehensive monitoring device structure of pile basis subsided and be difficult for the not good problem of installation practicality.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (1)
1. The utility model provides a pile foundation settlement integrated monitoring device, includes monitoring board (2), its characterized in that: a first camera (1) and a second camera (7) are respectively fixed at the left end and the right end of the monitoring plate (2), a first supporting column (13) and a second supporting column (14) are respectively installed at the left-right symmetrical positions on the monitoring plate (2), a left metal gasket (3) and a right metal gasket (6) are respectively welded at the left-right symmetrical positions on the monitoring plate (2), a first fastening bolt (16) and a second fastening bolt (21) are respectively installed on the left metal gasket (3) and the right metal gasket (6), a left monitoring rod (9) and a right monitoring rod (12) are respectively fixed at the left-right symmetrical positions at the lower end of the monitoring plate (2), and centimeter scale lines (8) are respectively arranged on the left monitoring rod (9) and the right monitoring rod (12);
the monitoring plate (2) is provided with a left clamping groove (4) and a right clamping groove (5) at left-right symmetrical positions respectively, the monitoring plate (2) is connected with the first supporting column (13) in a clamping mode through the left clamping groove (4), and the monitoring plate (2) is connected with the second supporting column (14) in a clamping mode through the right clamping groove (5);
a first threaded rotary hole (17) is formed in the left metal gasket (3), and the first fastening bolt (16) penetrates through the first threaded rotary hole (17) to be rotatably connected with a first threaded rotary groove (18) formed in the first support column (13);
a second threaded rotary hole (20) is formed in the right metal gasket (6), and the second fastening bolt (21) penetrates through the second threaded rotary hole (20) to be rotatably connected with a second threaded rotary groove (19) formed in the second supporting column (14);
a left positioning rod (10) and a right positioning rod (11) are respectively fixed at the left-right symmetrical positions of the lower end of the monitoring plate (2);
the lower ends of the first supporting column (13) and the second supporting column (14) are both fixed with a pile foundation main body (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921316091.4U CN210712982U (en) | 2019-08-14 | 2019-08-14 | Pile foundation settlement comprehensive monitoring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921316091.4U CN210712982U (en) | 2019-08-14 | 2019-08-14 | Pile foundation settlement comprehensive monitoring device |
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| Publication Number | Publication Date |
|---|---|
| CN210712982U true CN210712982U (en) | 2020-06-09 |
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ID=70964658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921316091.4U Active CN210712982U (en) | 2019-08-14 | 2019-08-14 | Pile foundation settlement comprehensive monitoring device |
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| Country | Link |
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| CN (1) | CN210712982U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575828A (en) * | 2020-12-15 | 2021-03-30 | 南京南房建设工程检测有限公司 | Pile foundation settlement detection device and detection method thereof |
| CN113418438A (en) * | 2021-07-17 | 2021-09-21 | 黄淮学院 | Intelligent monitoring device for uneven deformation of foundation pit |
-
2019
- 2019-08-14 CN CN201921316091.4U patent/CN210712982U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575828A (en) * | 2020-12-15 | 2021-03-30 | 南京南房建设工程检测有限公司 | Pile foundation settlement detection device and detection method thereof |
| CN113418438A (en) * | 2021-07-17 | 2021-09-21 | 黄淮学院 | Intelligent monitoring device for uneven deformation of foundation pit |
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