CN221006315U - Sliding inclinometer - Google Patents
Sliding inclinometer Download PDFInfo
- Publication number
- CN221006315U CN221006315U CN202322213354.1U CN202322213354U CN221006315U CN 221006315 U CN221006315 U CN 221006315U CN 202322213354 U CN202322213354 U CN 202322213354U CN 221006315 U CN221006315 U CN 221006315U
- Authority
- CN
- China
- Prior art keywords
- fixed
- inclinometer
- fixing
- sliding
- support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- 239000000523 sample Substances 0.000 claims abstract description 17
- 239000000919 ceramic Substances 0.000 claims abstract description 16
- 238000009434 installation Methods 0.000 abstract description 4
- 238000005259 measurement Methods 0.000 description 16
- 238000009412 basement excavation Methods 0.000 description 7
- 238000012423 maintenance Methods 0.000 description 6
- 239000002689 soil Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000012544 monitoring process Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000007774 longterm Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a sliding inclinometer which comprises a support, a wire coil, a cable, a probe and an inclinometer frame, wherein the inclinometer frame comprises a steel pipe, steel ingots are fixed at two ends of the steel pipe, grooves are formed in the steel ingots, a fixing plate is fixed in the grooves, a first fixing column is fixed on the fixing plate, a fixing ring is sleeved on the first fixing column through a ceramic bearing in a rotating mode, a swing arm is fixed on the fixing ring, a torsion spring is connected between the swing arm and the steel ingots, second fixing columns are fixed at two ends of the swing arm, and a roller is sleeved on the second fixing columns through the ceramic bearing in a rotating mode. The groove provided by the utility model can reduce the weight of the steel ingot, and the steel ingot can achieve good flatness, so that the installation accuracy is improved.
Description
Technical Field
The utility model relates to the technical field of inclinometers, in particular to a sliding inclinometer.
Background
The sliding type inclinometry system is widely applied to the scenes such as construction monitoring of building engineering, stability monitoring of a dam, preventive monitoring of geological disasters and the like, and is mainly used for monitoring deep horizontal displacement of soil layers with different depths below the ground surface. The size, rate and depth of the deep soil layer movement can be determined by analyzing the measurement data at different time points in the monitoring period.
In the excavation process of a foundation pit (taking the excavation of the foundation pit as an example), soil layers with all depths at the edge of the foundation pit have a tendency to incline towards the interior of the foundation pit, and in order to ensure the safety of the foundation pit, the size, the speed and the like of displacement of the soil layers with all depths at the edge of the foundation pit towards the interior of the foundation pit need to be monitored in the whole excavation process. In order to represent the displacement condition of soil layers with different depths at the edge of a foundation pit, a plurality of deep holes are distributed at the periphery of the foundation pit before the foundation pit is excavated, and inclinometer pipes, namely inclinometer holes and inclinometer pipes shown in the figure, are buried in the holes. And the soil layer displacement conditions of different depths at the edge of the foundation pit can be characterized by the deformation conditions of the inclinometer pipe at the different depths. The inclinometer is an instrument for measuring the deformation degree of the inclined tube. The inclinometer pipe is provided with two groups of orthogonal guide grooves, one group of guide grooves faces the center direction of the foundation pit, and the upper guide wheel and the lower guide wheel of the sliding inclinometer are ensured to slide into the group of guide grooves in the measuring process. In the measuring process, the sliding inclinometer is slid to the bottom of the inclinometer, the inclination angle of a single point at the measuring depth can be measured through a sensor built in the inclinometer, the single point offset at each measuring depth can be obtained through a trigonometric function relation, and the accumulated offset of each depth can be obtained through accumulation, namely the tube shape of the inclinometer (the shape of the inclinometer). In the process of excavating a foundation pit, at different time points, the tubular shape of the inclinometer pipe is changed and tends to the inside of the foundation pit more and more; if we use the inclinometer tube shape before excavation as the standard, a new tube shape is generated on each subsequent measurement date, and the change of the new tube shape and the tube shape before excavation is the tube shape change of the current measurement date. The purpose of the sliding inclinometer is to measure and calculate the tubular change at different time points after excavation, and if the tubular change exceeds the allowable range, alarm information is issued to warn the safety occurrence risk of foundation pit excavation engineering.
In practical use, we find that the inclinometer of the prior art is generally a whole pipe, and the upper and lower groups of guide wheels are both rotatably mounted on the inclinometer through connecting rods, so that the working surface of the inclinometer is not easy to be kept flat, and the unevenness has a great influence on the final measurement precision, therefore, we propose a sliding inclinometer to solve the problem.
Disclosure of utility model
The utility model aims to solve the defects in the prior art and provides a sliding inclinometer.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
The utility model provides a slidingtype inclinometer, includes support, drum, cable, probe, inclinometer includes the steel pipe, the both ends of steel pipe all are fixed with the steel ingot, set up flutedly on the steel ingot, the recess internal fixation has the fixed plate, be fixed with first fixed column on the fixed plate, fixed ring has been cup jointed through ceramic bearing rotation on the first fixed column, fixed ring is fixed with the swing arm, be connected with the torsional spring between swing arm and the steel ingot, the both ends of swing arm all are fixed with the second fixed column, the running roller has been cup jointed through ceramic bearing rotation on the second fixed column.
Preferably, a wire coil is arranged on the support, a cable is wound on the wire coil, the cable is connected with a probe, and the probe is connected with the steel ingot.
Preferably, the first fixing column is sleeved with a first screw used for limiting the swing arm through threads.
Preferably, the second fixing column is sleeved with a second screw used for limiting the roller through threads.
Preferably, the fixing plate is circular, and the torsion spring is sleeved outside the fixing ring and the fixing plate.
Preferably, two symmetrically arranged arc-shaped sliding grooves are formed in the fixing plate, two symmetrically arranged sliding blocks are fixed on the fixing ring, and the sliding blocks are slidably arranged in the sliding grooves.
Preferably, the support assembly for placing the inclinometer rack is arranged on the support, the support assembly comprises a fixed seat, support blocks and pin holes, the fixed seat is fixed on the support, the cross section of the fixed seat is L-shaped, the U-shaped support blocks are fixed at the two ends of the fixed seat, and the pin holes are formed in the side edges of the support blocks.
Compared with the prior art, the utility model has the beneficial effects that:
1. In the utility model, the probe and the inclinometer rack are separated, the circuit board and the like are all positioned in the probe, threading is not needed in the steel pipe, the steel pipe is of a hollow structure, the whole quality is reduced, the maintenance is convenient, meanwhile, the water inlet risk after long-term use loosening can be avoided, the weight of the steel ingot can be reduced by the arranged groove, the steel ingot can achieve good flatness, and the installation precision is improved;
2. According to the utility model, the first fixed column is rotatably sleeved with the fixed ring through the ceramic bearing, the second fixed column is rotatably sleeved with the roller through the ceramic bearing, and the ceramic bearing has higher strength and wear resistance, so that maintenance can be reduced, the uniformity of measurement use is greatly improved, the measurement precision is improved, the roller can be tightly attached to the measurement surface through the torsion spring, and the measurement accuracy is ensured;
3. In the utility model, the grooves on the steel ingots at the two ends of the steel pipe can be sleeved on the supporting blocks, so that the whole inclinometer rack can be supported, and the situation that the steel ingots are directly placed on the ground to pollute the ground is avoided.
Drawings
FIG. 1 is a schematic diagram of a sliding inclinometer according to the present utility model;
FIG. 2 is a schematic diagram of a structure of a inclinometer rack of a sliding inclinometer according to the present utility model;
FIG. 3 is a partial schematic view of the structure of FIG. 2;
FIG. 4 is a schematic structural view of a fixing plate of a sliding inclinometer according to the present utility model;
FIG. 5 is a schematic view of a fixing ring of a sliding inclinometer according to the present utility model;
Fig. 6 is a schematic structural diagram of a support assembly of a sliding inclinometer according to the present utility model.
In the figure: 1 support, 2 wire coils, 3 cables, 4 probes, 5 inclinometry frames, 501 steel pipes, 502 steel ingots, 503 grooves, 504 swing arms, 505 rollers, 506 fixing rings, 507 torsion springs, 508 first screws, 509 sliding blocks, 510 fixing plates, 511 first fixing columns, 512 arc sliding grooves, 513 second screws, 6 supporting components, 61 fixing seats, 62 supporting blocks and 63 pin holes.
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.
Referring to fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, a sliding inclinometer comprises a bracket 1, a wire coil 2, a cable 3, a probe 4 and an inclinometer 5, wherein the wire coil 2 is installed on the bracket 1, the cable 3 is wound on the wire coil 2, the cable 3 is connected with the probe 4, the probe 4 is connected with a steel ingot 502, the inclinometer 5 comprises a steel tube 501, the probe 4 and the inclinometer 5 are separated, a circuit board and the like are all positioned in the probe 4, threading is not needed in the steel tube 501, the steel tube 501 is of a hollow structure, the overall quality is reduced, the maintenance is convenient, meanwhile, the risk of water inflow after loosening after long-term use can be avoided, steel ingots 502 are all fixed at two ends of the steel tube 501, grooves 503 are formed on the steel ingots 502, the weight of the steel ingots 502 can be reduced, the steel ingots 502 can achieve good flatness, the installation accuracy is improved, a fixing plate 510 is fixed in the grooves 503, a first fixing column 511 is fixed on the fixing plate 510, the first fixing column 511 is rotatably sleeved with the fixing ring 506 through the ceramic bearing, the intensity of the ceramic bearing is higher, the wear resistance is realized, thereby reducing maintenance, the uniformity of measurement is greatly improved, the measurement precision is improved, the fixing ring 506 is fixedly provided with the swinging arm 504, a torsion spring 507 is connected between the swinging arm 504 and the steel ingot 502, the torsion spring 507 can enable the roller 505 to be tightly attached to the measurement surface, the measurement accuracy is ensured, the two ends of the swinging arm 504 are fixedly provided with the second fixing column, the roller 505 is rotatably sleeved on the second fixing column through the ceramic bearing, the first fixing column 511 is sleeved with the first screw 508 for limiting the swinging arm 504 through threads, the second fixing column is sleeved with the second screw 513 for limiting the roller 505 through threads, the fixing plate 510 is round, the torsion spring 507 is sleeved outside the fixing ring 506 and the fixing plate 510, two symmetrically arranged arc-shaped sliding grooves 512 are formed in the fixing plate 510, two symmetrically arranged sliding blocks 509 are fixed on the fixing ring 506, and the sliding blocks 509 are slidably arranged in the sliding grooves 512.
Referring to fig. 6, a support assembly 6 for placing an inclinometer rack 5 is installed on a bracket 1, the support assembly 6 comprises a fixing seat 61, a support block 62 and a pin hole 63, the fixing seat 61 is fixed on the bracket 1, the cross section of the fixing seat 61 is L-shaped, both ends of the fixing seat 61 are respectively fixed with a U-shaped support block 62, the side edge of the support block 62 is provided with the pin hole 63, and grooves 503 on steel ingots 502 at both ends of a steel pipe 501 can be sleeved on the support block 62, so that the whole inclinometer rack 5 can be supported, and the situation that the whole inclinometer rack is directly placed on the ground to be stained is avoided.
Working principle: the probe 4 and the inclinometer rack 5 are separated, a circuit board and the like are positioned in the probe 4, threading is not needed in the steel pipe 501, the steel pipe 501 is of a hollow structure, the whole quality is reduced, the maintenance is convenient, meanwhile, the risk of water inflow after long-term use loosening can be avoided, the weight of the steel ingot 502 can be reduced by the arranged groove 503, good flatness of the steel ingot 502 can be achieved, and the installation precision is improved; the first fixed column 511 is rotatably sleeved with the fixed ring 506 through the ceramic bearing, the second fixed column is rotatably sleeved with the roller 505 through the ceramic bearing, and the intensity of the ceramic bearing is higher and the ceramic bearing is wear-resistant, so that maintenance can be reduced, the uniformity of measurement use is greatly improved, the measurement precision is improved, the roller 505 can be tightly attached to a measurement surface through the torsion spring 507, and the measurement accuracy is ensured; grooves 503 on steel ingots 502 at two ends of the steel pipe 501 can be sleeved on the supporting blocks 62, so that the whole inclinometer rack 5 can be supported, and the situation that the steel ingots are directly placed on the ground to pollute the ground is avoided.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (7)
1. The utility model provides a slidingtype inclinometer, includes support (1), drum (2), cable (3), probe (4), inclinometer (5), a serial communication port, inclinometer (5) include steel pipe (501), steel pipe (501) both ends all are fixed with steel ingot (502), set up flutedly (503) on steel ingot (502), recess (503) internal fixation has fixed plate (510), be fixed with first fixed column (511) on fixed plate (510), fixed ring (506) have been cup jointed through ceramic bearing rotation on first fixed column (511), fixed ring (506) are fixed with swing arm (504), be connected with torsional spring (507) between swing arm (504) and the steel ingot (502), both ends of swing arm (504) all are fixed with the second fixed column, roller (505) have been cup jointed through ceramic bearing rotation on the second fixed column.
2. The sliding inclinometer according to claim 1, wherein a wire coil (2) is mounted on the support (1), a cable (3) is wound on the wire coil (2), the cable (3) is connected with a probe (4), and the probe (4) is connected with a steel ingot (502).
3. The sliding inclinometer according to claim 1, wherein the first fixing post (511) is sleeved with a first screw (508) for limiting the swing arm (504) through threads.
4. The sliding inclinometer according to claim 1, wherein the second fixing post is screwed with a second screw (513) for limiting the roller (505).
5. The sliding inclinometer according to claim 1, wherein the fixing plate (510) is circular, and the torsion spring (507) is sleeved outside the fixing ring (506) and the fixing plate (510).
6. The sliding inclinometer according to claim 5, wherein the fixing plate (510) is provided with two symmetrically arranged arc-shaped sliding grooves (512), two symmetrically arranged sliding blocks (509) are fixed on the fixing ring (506), and the sliding blocks (509) are slidably mounted in the sliding grooves (512).
7. The sliding inclinometer according to claim 1, wherein the support (1) is provided with a support assembly (6) for placing the inclinometer rack (5), the support assembly (6) comprises a fixing seat (61), a support block (62) and a pin hole (63), the fixing seat (61) is fixed on the support (1), the cross section of the fixing seat (61) is L-shaped, both ends of the fixing seat (61) are respectively provided with a U-shaped support block (62), and the side edge of the support block (62) is provided with the pin hole (63).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322213354.1U CN221006315U (en) | 2023-08-17 | 2023-08-17 | Sliding inclinometer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322213354.1U CN221006315U (en) | 2023-08-17 | 2023-08-17 | Sliding inclinometer |
Publications (1)
Publication Number | Publication Date |
---|---|
CN221006315U true CN221006315U (en) | 2024-05-24 |
Family
ID=91091517
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202322213354.1U Active CN221006315U (en) | 2023-08-17 | 2023-08-17 | Sliding inclinometer |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN221006315U (en) |
-
2023
- 2023-08-17 CN CN202322213354.1U patent/CN221006315U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106705939B (en) | Slope inclination rapid measurement device and method | |
CN217104633U (en) | Portable levelness detector for highway construction | |
CN221006315U (en) | Sliding inclinometer | |
CN115710893A (en) | Foundation pit measuring device | |
CN115110528A (en) | Real-time monitoring system and method for adjusting verticality of pile foundation steel stand column | |
CN214275082U (en) | Underground water monitoring liquid level meter mounting bracket | |
CN114234913A (en) | Settlement degree measuring device for bridge design | |
CN210513254U (en) | River course flow on-line monitoring device | |
CN218270716U (en) | Full-automatic inclinometer with fixable pulleys | |
CN116839554A (en) | River ditch depth measuring device for land mapping | |
CN211478364U (en) | Flow measuring device for hydraulic engineering | |
CN212058738U (en) | Level detection device for building engineering | |
CN112816024B (en) | Underground water level measuring system and method | |
CN213041297U (en) | Integrated hanging plumb line flow measuring system | |
CN208568029U (en) | A kind of underground water level measurement device | |
CN112254772A (en) | Integrated hanging vertical line flow measuring instrument and flow measuring method thereof | |
CN219284273U (en) | Gradient detector for road and bridge detection | |
CN215714480U (en) | Road surface roughness detection device for municipal road engineering | |
CN115200551B (en) | Portable verticality detection device for constructional engineering | |
CN218156001U (en) | Balanced heavy well building structure deviation measuring device | |
CN220670646U (en) | Novel integrated water gauge stake | |
CN221725211U (en) | Device for measuring inclination of building | |
CN215177703U (en) | Fixed inclinometer | |
CN217424389U (en) | Verticality monitoring device for full-rotation construction steel stand column | |
CN211503919U (en) | Portable height measuring device for tin bath of electronic-grade float glass melting furnace |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |