CN219794024U - Pile foundation subsides monitoring devices - Google Patents
Pile foundation subsides monitoring devices Download PDFInfo
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- CN219794024U CN219794024U CN202320605470.5U CN202320605470U CN219794024U CN 219794024 U CN219794024 U CN 219794024U CN 202320605470 U CN202320605470 U CN 202320605470U CN 219794024 U CN219794024 U CN 219794024U
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- pile foundation
- rod
- fixedly connected
- seat
- guide
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- 238000012806 monitoring device Methods 0.000 title claims abstract description 22
- 230000001105 regulatory effect Effects 0.000 claims description 5
- 238000012544 monitoring process Methods 0.000 abstract description 3
- 238000001514 detection method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000005259 measurement Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model belongs to the technical field of pile foundation settlement monitoring, and particularly relates to a pile foundation settlement monitoring device which comprises a plug-in seat, a connecting sleeve, a measuring piece, a guide piece and an adjusting piece. According to the pile foundation settlement monitoring device, the device can be spliced on the ground surface on one side of a pile foundation through the design of the splicing seat, the splicing seat can be installed in a horizontal state through the design of the chassis and the bubble level meter, the splicing seat deflection caused by geological problems can be avoided, the guide piece can be installed on the pile foundation through the matching design of the measuring piece and the guide piece, when the pile foundation is settled or inclined, the guide piece can move on the measuring piece, and when the pile foundation is inclined, the measuring piece is driven to rotate in an offset mode on the connecting sleeve, so that the settlement and inclined of the pile foundation can be detected.
Description
Technical Field
The utility model relates to the technical field of pile foundation settlement monitoring, in particular to a pile foundation settlement monitoring device.
Background
The support of pile foundation is all gone away in the bottom of high-rise building or great building, and the pile foundation can be because the soft scheduling problem of geology subsides the problem of appearing, in order to ensure the permanent safe handling of building, need regularly subside the monitoring to the pile foundation, ensures the steadiness of pile foundation, and current pile foundation subsides monitoring devices receives the influence of environment easily, leads to detecting data to have great error, influences the detection accuracy, and current pile foundation subsides monitoring devices generally only can detect the subsidence distance, can not be good detect pile foundation subsides height or the angle of side, excellent in use effect.
Disclosure of Invention
(one) solving the technical problems
Aiming at the defects of the prior art, the utility model provides a pile foundation settlement monitoring device, which solves the problems that the pile foundation settlement monitoring device provided in the background art is easily influenced by the environment, so that the detection data error is large, and the pile foundation settlement monitoring device cannot well detect the settlement height and the side inclination angle of the pile foundation.
(II) technical scheme
The utility model adopts the following technical scheme for realizing the purposes:
the utility model provides a pile foundation subsides monitoring devices, includes bayonet socket, adapter sleeve, measurement spare, guide and regulating part, threaded connection has adapter sleeve on the bayonet socket, the rotation is connected with the measurement spare in the adapter sleeve, the measurement spare is connected with the guide cooperation and is set up, the guide cooperation is connected on the pile foundation, the cooperation is rotated on the guide and is connected with the regulating part.
Further, the socket comprises a conical column, a chassis, a thread seat and a bubble level, wherein the chassis is fixedly connected to the top of the conical column, the thread seat is fixedly connected to the chassis, and the bubble level is embedded into the top end of the thread seat.
Further, the connecting sleeve comprises connecting seat and block groove, connecting seat threaded connection is on the screw seat, the block groove has been seted up in the cooperation of the top of connecting seat.
Further, the measuring piece comprises universal scale ball, scale rod and spacing dish, universal scale ball rotates to be connected in the block inslot, fixedly connected with scale rod on the universal scale ball, the top fixedly connected with spacing dish of scale rod.
Further, the guide comprises mounting panel, bolt, plug rod, slot, rotation groove, connecting rod and lantern ring, the four corners position department of mounting panel is provided with the bolt, the bolt cooperation is connected on the pile foundation, fixedly connected with plug rod on the mounting panel, the slot has been seted up in the plug rod, the rotation groove has been seted up on the plug rod, the slip grafting has the connecting rod in the plug rod, the one end fixedly connected with lantern ring of connecting rod, the lantern ring slip cap is established on the scale pole.
Further, the regulating part comprises a screw rod and a knob, the screw rod is rotationally connected in the slot, the screw rod is in threaded connection with the connecting rod, the knob is fixedly connected to the screw rod, and the knob is rotationally connected in the rotating slot.
(III) beneficial effects
Compared with the prior art, the utility model provides a pile foundation settlement monitoring device, which has the following beneficial effects:
according to the pile foundation settlement monitoring device, the device can be spliced on the ground surface on one side of a pile foundation through the design of the splicing seat, the splicing seat can be installed in a horizontal state through the design of the chassis and the bubble level meter, the splicing seat deflection caused by geological problems can be avoided, the guide piece can be installed on the pile foundation through the matching design of the measuring piece and the guide piece, when the pile foundation is settled or inclined, the guide piece can move on the measuring piece, and when the pile foundation is inclined, the measuring piece is driven to rotate in an offset mode on the connecting sleeve, so that the settlement and inclined of the pile foundation can be detected.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of a socket according to the present utility model;
FIG. 3 is a schematic view of a connecting sleeve according to the present utility model;
FIG. 4 is a schematic view of the structure of the measuring member of the present utility model;
fig. 5 is a schematic view of the guide and adjustment member structure of the present utility model.
In the figure: 1. a socket; 101. a conical column; 102. a chassis; 103. a screw seat; 104. a bubble level; 2. a connecting sleeve; 201. a connecting seat; 202. a clamping groove; 3. a measuring member; 301. universal scale ball; 302. a scale bar; 303. a limiting disc; 4. a guide member; 401. a mounting plate; 402. a bolt; 403. inserting a connecting rod; 404. a slot; 405. a rotating groove; 406. a connecting rod; 407. a collar; 5. an adjusting member; 501. a screw; 502. and (5) a knob.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Examples
As shown in fig. 1-5, a pile foundation settlement monitoring device according to an embodiment of the present utility model includes a socket 1, a connecting sleeve 2, a measuring member 3, a guide member 4, and an adjusting member 5, where the pile foundation settlement monitoring device is designed, by designing the socket 1, the device can be installed on the ground surface of one side of the pile foundation, so that the device is prevented from being affected by geological influences to affect accuracy of detection data, by designing the connecting sleeve 2, the measuring member 3, and the guide member 4 in cooperation, the device can detect settlement data and roll data of the pile foundation at the same time, improving use effect, the connecting sleeve 2 is screwed on the socket 1, and when the pile foundation settlement monitoring device is installed, by plugging the cone column 101 on the ground surface, by hammering the top of the screw seat 103, plugging the cone column 101 on the ground surface, by referencing the bubble level 104, the socket 1 is adjusted horizontally on the ground, the accuracy of later detection data is ensured, the stress area of the socket 1 can be enlarged through the design of the chassis 102, the problem that the socket 1 is inclined in a deflection way on the ground can be effectively avoided, the measuring piece 3 is rotationally connected to the connecting sleeve 2, the connecting seat 201 is connected to the threaded seat 103 in a threaded manner, the universal scale ball 301 is in a state of being clamped and rotationally connected to the clamping groove 202, the measuring piece 3 is matched and connected with the guide piece 4, the guide piece 4 is matched and rotationally connected to the pile foundation, the guide piece 4 is matched and rotationally connected with the adjusting piece 5, the guide piece 4 is installed on the pile foundation through the bolt 402, the lantern ring 407 is in a state of being slidingly sleeved on the scale rod 302, the screw 501 can be rotated through the rotating knob 502, and therefore the plugging distance of the connecting rod 406 on the plugging rod 403 can be adjusted, thereby make the interval between pile foundation and the measuring part 3, can satisfy the state that makes measuring part 3 perpendicular to socket 1, can learn whether measuring part 3 is perpendicular and socket 1 through the scale on the universal scale ball 301, because guide 4 is fixed state on the pile foundation, can follow the subsidence slope emergence motion of pile foundation, when the pile foundation subsides, can make lantern ring 407 slide downwards on scale bar 302, and when the pile foundation is sideslip, because lantern ring 407 and the design that scale bar 302 closely overlaps, can make lantern ring 407 contradict and drive the scale bar 302 and slope along with the sideslip angle of pile foundation, the universal scale ball 301 of rotation block in the block groove 202 can take place rotation skew at this moment, the skew angle and the direction of pile foundation can be known to the scale on looking over universal scale ball 301, the device's overall design simple structure, it is convenient to use, and use cost is lower.
As shown in fig. 2, in some embodiments, the socket 1 is composed of a conical column 101, a chassis 102, a screw thread seat 103 and a bubble level 104, the top of the conical column 101 is fixedly connected with the chassis 102, the screw thread seat 103 is fixedly connected with the chassis 102, the bubble level 104 is embedded in the top end of the screw thread seat 103, the socket 1 is designed for installation and use of the device, and when the device is plugged on the ground, the device is ensured not to be excessively influenced by geology to generate offset inclinometry, so that detection data errors are larger.
As shown in fig. 3, in some embodiments, the connecting sleeve 2 is composed of a connecting seat 201 and a clamping groove 202, the connecting seat 201 is screwed on the threaded seat 103, and the clamping groove 202 is cooperatively formed at the top of the connecting seat 201. The design of the connecting sleeve 2 satisfies the use of the measuring member 3, ensuring that the effect of detecting the pile foundation roll angle can be achieved.
As shown in fig. 4, in some embodiments, the measuring part 3 is composed of a universal scale ball 301, a scale rod 302 and a limiting disc 303, the universal scale ball 301 is rotatably connected in the clamping groove 202, the scale rod 302 is fixedly connected to the universal scale ball 301, the limiting disc 303 is fixedly connected to the top of the scale rod 302, and the design of the measuring part 3 is matched with the guiding part 4, so that the settlement data and the side-tipping data of the pile foundation can be detected, and the use effect is improved.
As shown in fig. 5, in some embodiments, the guide member 4 is composed of a mounting plate 401, a bolt 402, a plugging rod 403, a slot 404, a rotating groove 405, a connecting rod 406 and a collar 407, the bolts 402 are arranged at four corners of the mounting plate 401, the bolts 402 are cooperatively connected to pile foundations, the plugging rod 403 is fixedly connected to the mounting plate 401, the plugging rod 403 is internally provided with the slot 404, the plugging rod 403 is internally provided with the rotating groove 405, the connecting rod 406 is slidably inserted into the plugging rod 403, one end of the connecting rod 406 is fixedly connected to the collar 407, the collar 407 is slidably sleeved on the scale bar 302, the adjusting member 5 is composed of a screw 501 and a knob 502, the screw 501 is rotatably connected to the slot 404, the screw 501 is in threaded connection with the connecting rod 406, the knob 502 is rotatably connected to the rotating groove 405, the guide member 4 can move on the measuring member 3, thus reflecting sedimentation and rolling data of the pile foundations, and the adjusting member 5 is used for adjusting the overall length of the guide member 4, so that the measuring member 3 can keep a state of the vertical plugging seat 1 by adjusting the guide member 4 when the device is installed, and the use requirement is satisfied.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. All within the spirit and principle of the present utility modelAny modification, equivalent replacement, improvement, etc. made should be included in the scope of the present utility model 。
Claims (6)
1. Pile foundation subsides monitoring devices, including bayonet socket (1), adapter sleeve (2), measuring part (3), guide piece (4) and regulating part (5), its characterized in that: the utility model discloses a pile foundation, including socket (1) and connecting sleeve, connecting sleeve (2) are gone up in threaded connection, connecting sleeve (2) internal rotation is connected with measuring part (3), measuring part (3) are connected with guide (4) cooperation and are set up, guide (4) cooperation is connected on the pile foundation, cooperation rotation is connected with regulating part (5) on guide (4).
2. The pile foundation settlement monitoring device of claim 1, wherein: the plug socket (1) comprises a conical column (101), a chassis (102), a thread seat (103) and a bubble level (104), wherein the chassis (102) is fixedly connected to the top of the conical column (101), the thread seat (103) is fixedly connected to the chassis (102), and the bubble level (104) is embedded into the top end of the thread seat (103).
3. The pile foundation settlement monitoring device of claim 1, wherein: the connecting sleeve (2) consists of a connecting seat (201) and a clamping groove (202), wherein the connecting seat (201) is in threaded connection with the threaded seat (103), and the clamping groove (202) is formed in the top of the connecting seat (201) in a matched mode.
4. The pile foundation settlement monitoring device of claim 1, wherein: the measuring piece (3) is composed of a universal scale ball (301), a scale rod (302) and a limiting disc (303), wherein the universal scale ball (301) is rotationally connected in the clamping groove (202), the scale rod (302) is fixedly connected to the universal scale ball (301), and the limiting disc (303) is fixedly connected to the top of the scale rod (302).
5. The pile foundation settlement monitoring device of claim 1, wherein: guide (4) comprises mounting panel (401), bolt (402), peg graft pole (403), slot (404), rotation groove (405), connecting rod (406) and lantern ring (407), the four corners position department of mounting panel (401) is provided with bolt (402), bolt (402) cooperation is connected on the pile foundation, fixedly connected with peg graft pole (403) on mounting panel (401), slot (404) have been seted up in peg graft pole (403), rotation groove (405) have been seted up on peg graft pole (403), peg graft in the interior sliding connection of peg graft pole (403) has connecting rod (406), the one end fixedly connected with lantern ring (407) of connecting rod (406), lantern ring (407) slip cap is established on scale bar (302).
6. The pile foundation settlement monitoring device of claim 1, wherein: the adjusting piece (5) is composed of a screw rod (501) and a knob (502), the screw rod (501) is rotationally connected in the slot (404), the screw rod (501) is in threaded connection with the connecting rod (406), the knob (502) is fixedly connected to the screw rod (501), and the knob (502) is rotationally connected in the rotating groove (405).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320605470.5U CN219794024U (en) | 2023-03-24 | 2023-03-24 | Pile foundation subsides monitoring devices |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320605470.5U CN219794024U (en) | 2023-03-24 | 2023-03-24 | Pile foundation subsides monitoring devices |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219794024U true CN219794024U (en) | 2023-10-03 |
Family
ID=88180666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320605470.5U Active CN219794024U (en) | 2023-03-24 | 2023-03-24 | Pile foundation subsides monitoring devices |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219794024U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117803803A (en) * | 2023-12-19 | 2024-04-02 | 重庆大学 | A building settlement monitoring device |
| CN119531432A (en) * | 2025-01-23 | 2025-02-28 | 浙江中浩应用工程技术研究院有限公司 | A pile foundation settlement monitoring device |
| CN120351892A (en) * | 2025-04-21 | 2025-07-22 | 宁波市政工程建设集团股份有限公司 | Highway tunnel construction settlement measurement equipment and construction method thereof |
-
2023
- 2023-03-24 CN CN202320605470.5U patent/CN219794024U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117803803A (en) * | 2023-12-19 | 2024-04-02 | 重庆大学 | A building settlement monitoring device |
| CN119531432A (en) * | 2025-01-23 | 2025-02-28 | 浙江中浩应用工程技术研究院有限公司 | A pile foundation settlement monitoring device |
| CN120351892A (en) * | 2025-04-21 | 2025-07-22 | 宁波市政工程建设集团股份有限公司 | Highway tunnel construction settlement measurement equipment and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A pile foundation settlement monitoring device Granted publication date: 20231003 Pledgee: Industrial Commercial Bank of China Ltd. Haiyan branch Pledgor: Zhejiang Qinding Technology Construction Co.,Ltd. Registration number: Y2024980003189 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |