CN217738227U - Highway is stake hole aperture detection device for engineering construction - Google Patents
Highway is stake hole aperture detection device for engineering construction Download PDFInfo
- Publication number
- CN217738227U CN217738227U CN202222038118.6U CN202222038118U CN217738227U CN 217738227 U CN217738227 U CN 217738227U CN 202222038118 U CN202222038118 U CN 202222038118U CN 217738227 U CN217738227 U CN 217738227U
- Authority
- CN
- China
- Prior art keywords
- measuring
- mounting panel
- engineering construction
- detection device
- fly leaf
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000001514 detection method Methods 0.000 title claims abstract description 14
- 230000005611 electricity Effects 0.000 claims description 3
- 239000000523 sample Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 8
- 238000005259 measurement Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Images
Landscapes
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model discloses a stake hole aperture detection device for highway engineering construction relates to highway engineering construction field, including the mounting panel, the mounting panel sets up to the loop configuration, the lower surface edge of mounting panel is connected with ground through a plurality of pillars that are the annular array and distribute, the upper surface of mounting panel has the fly leaf through slewing bearing swing joint, the dead slot has been seted up at the middle part of fly leaf, the inside of dead slot is provided with the measuring plate of two vertical settings. The utility model discloses a be provided with the fly leaf on the mounting panel, the fly leaf sets up to the active structure, can rotate as required fast, adjusts measuring angle, has improved the work efficiency of this device, is provided with two measuring boards on the fly leaf, and measuring board can be quick under reset spring's effect remove to the inner wall of hole on, deuterogamy range finding sensor and pressure sensor, has reached quick accurate measuring effect.
Description
Technical Field
The utility model relates to a highway engineering construction field, in particular to stake hole aperture detection device for highway engineering construction.
Background
The foundation pile hole is a hole drilled for a cast-in-place concrete pile for reinforcing an underground foundation and improving the bearing capacity and the seismic capacity of a building foundation. After the foundation pile hole is drilled, a steel reinforcement cage is put into the hole, and then concrete is poured. After the concrete is consolidated, the concrete becomes a foundation pile which is in close contact with the surrounding soil layer. Compared with the method of driving concrete piles or steel piles, the method of manufacturing the piles saves money and construction time, and is a method widely used in modern building construction. In order to enable the foundation pile to bear the tensile force, the pile hole is drilled to the bottom and then a bottom expanding measure is adopted, so that the poured foundation pile is thick at the bottom and thin at the top, the tensile force (such as earthquake resistance) of the poured foundation pile is far greater than that of a straight pile which bears the tensile force by friction alone, the hole diameter of the pile hole needs to be detected after the pile hole is drilled, and the situation that the standard cannot be met is avoided.
The present measuring tool generally uses the arc to measure the lateral wall of board and stake hole and contacts, but because the radian in stake hole is different, has influenced the commonality that the board was measured to the arc, leads to the arc to measure the measurement accuracy of board relatively poor, and present aperture measuring device need drive through the instrument and measure the board removal simultaneously when measuring the aperture, the measurement aperture that can not be quick, and current measurement board measures through the manual work moreover, and measurement accuracy is relatively poor. Therefore, it is necessary to provide a pile hole diameter detection device for highway engineering construction to solve the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a stake hole aperture detection device is used in highway engineering construction to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a stake hole aperture detection device for highway engineering construction, includes the mounting panel, the mounting panel sets up to the loop configuration, the lower surface edge of mounting panel is connected with ground through a plurality of pillars that are the annular array and distribute, the upper surface of mounting panel has the fly leaf through slewing bearing swing joint, the dead slot has been seted up at the middle part of fly leaf, the inside of dead slot is provided with the measuring board of two vertical settings, middle part one side of measuring board is fixed with reset spring, all set up flutedly on the inner wall of the both ends middle part of dead slot, reset spring keeps away from the one end of measuring board and the tank bottom fixed connection of recess, and one side upper end that two measuring boards kept away from each other all is fixed with range finding sensor, the top of measuring board is provided with the battery, the battery is connected with range finding sensor electricity, the bottom mounting of measuring board has the measuring stick.
Preferably, two pressure sensors are embedded at the lower end of one side, close to each other, of the measuring rod, probes of the pressure sensors are connected with stress plates, and the stress plates are arranged in notches formed in the lower end of the other side of the measuring rod.
Preferably, both sides of the middle part of the measuring plate are fixed with limiting sliding blocks, the inner walls of both sides of the empty groove are provided with limiting sliding grooves, and the limiting sliding blocks are located inside the limiting sliding grooves.
Preferably, ball grooves are formed in the middle of the upper side and the lower side of the limiting sliding block, balls are arranged in the ball grooves, and the balls are attached to the inner wall of the limiting sliding groove.
Preferably, a battery jar is arranged at the top of the measuring plate, the storage battery is installed inside the battery jar, a cover plate is arranged outside an opening of the battery jar, and the cover plate is located at the top of the measuring plate.
Preferably, dovetail sliding blocks are fixed to two sides of the lower surface of the cover plate, dovetail sliding grooves are formed in two sides of the top end of the measuring plate, and the dovetail sliding blocks are located inside the dovetail sliding grooves.
The utility model discloses a technological effect and advantage:
the utility model discloses a be provided with the fly leaf on the mounting panel, the fly leaf sets up to the active structure, can rotate as required fast, adjust measuring angle, the work efficiency of this device has been improved, be provided with two measurement boards on the fly leaf, the measurement board can be quick under reset spring's effect remove to the inner wall of hole on, deuterogamy distance measuring sensor and pressure sensor, quick accurate measurement's effect has been reached, both sides at the measurement board are provided with spacing slider, spacing slider and spacing spout cooperation ball make the measurement board keep the level stable when removing, measuring precision has been improved.
Drawings
Fig. 1 is a schematic sectional view of the overall structure of the present invention.
Fig. 2 is the utility model discloses a fly leaf structure is cut open schematic diagram down.
Fig. 3 is a schematic side sectional view of the cover plate structure of the present invention.
In the figure: 1. mounting a plate; 2. a support post; 3. a movable plate; 4. an empty groove; 5. measuring a plate; 6. a return spring; 7. a groove; 8. a distance measuring sensor; 9. a battery; 10. a measuring rod; 11. a pressure sensor; 12. a stress plate; 13. a limiting slide block; 14. a limiting chute; 15. a ball groove; 16. a ball bearing; 17. a battery case; 18. a cover plate; 19. a dovetail slide block; 20. a dovetail chute.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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 efforts all belong to the protection scope of the present invention.
The utility model provides a stake hole aperture detection device for highway engineering construction as shown in fig. 1-3, including mounting panel 1, mounting panel 1 sets up to the loop configuration, mounting panel 1's lower surface edge is connected with ground through a plurality of pillars 2 that are the annular array and distribute, mounting panel 1's upper surface has fly leaf 3 through slew bearing swing joint, fly leaf 3 sets up to the active structure, make this device can change the angle of measurement, and then improved this device's measurement accuracy, dead slot 4 has been seted up at fly leaf 3's middle part, the inside of dead slot 4 is provided with the measuring plate 5 of two vertical settings, middle part one side of measuring plate 5 is fixed with reset spring 6, all set up fluted 7 on the inner wall in the middle part of the both ends of dead slot 4, reset spring 6 keeps away from measuring plate 5's one end and the tank bottom fixed connection of recess 7, reset spring 6's setting makes measuring plate 5 can automatic re-sets up, one side upper end that two measuring plates 5 kept away from each other all is fixed with distance measuring sensor 8, the top of measuring plate 5 is provided with storage battery 9, battery 9 is connected with distance measuring sensor 8 electricity, measuring plate's bottom fixed with measuring rod 10, one side lower extreme that two measuring rod 10 all are close to each other has set up pressure sensor and has set up pressure sensor 12 that the pressure sensor is connected with improves this stress probe 12 in measuring device's opposite side, the opposite side that this stress sensor is connected with the stress sensor that this device.
The distance measuring sensor 8 and the pressure sensor 11 are not limited to specific models, and the distance measuring sensor 8 and the pressure sensor 11 of proper models are selected in the production process of the device.
It is specific, the middle part both sides of measuring board 5 all are fixed with limit slide 13, limit chute 14 has all been seted up on the both sides inner wall of dead slot 4, limit slide 13 is located limit chute 14's inside, ball groove 15 has all been seted up at limit slide 13's upper and lower both sides middle part, the inside in ball groove 15 is provided with ball 16, ball 16 laminates mutually with limit chute 14's inner wall, ball 16's setting has reduced limit slide 13 and limit chute 14's frictional force, make limit slide 13 be convenient for remove in limit chute 14, and then make measuring board 5 be convenient for remove.
More specifically, battery jar 17 has been seted up at the top of measuring board 5, battery 9 is installed in battery jar 17's inside, battery jar 17's the opening outside is provided with apron 18, apron 18 is located the top of measuring board 5, the lower surface both sides of apron 18 all are fixed with forked tail slider 19, dovetail groove 20 has all been seted up to the top both sides of measuring board 5, forked tail slider 19 is located dovetail groove 20's inside, forked tail slider 19 has played spacing effect with the cooperation of dovetail groove 20, prevent that apron 18 and measuring board 5 from separating.
The utility model discloses the theory of operation:
this device is at the during operation, at first fix pillar 2 on mounting panel 1 on the bottom surface outside the hole, in this process, laminate two measuring plate 5 mutually, make reset spring 6 tensile atress, after pillar 2 fixed mounting, measuring plate 5 is located the hole this moment, then loosen two measuring plate 5, measuring plate 5 resets under reset spring 6's effect, until measuring rod 10 laminates with the inner wall of hole mutually, atress board 12 atress this moment, and transmit atress data for pressure sensor 11, pressure sensor 11 controls distance measuring sensor 8 and starts, make two distance measuring sensor 8 cooperations can be fast and automatic measure out the diameter of hole, after the record data, laminate two measuring plate 5 once more, then rotate the angle of fly leaf 3, after the angle modulation is accomplished, with fly leaf 3 spacing, prevent fly leaf 3 from rotating, then loosen measuring plate 5, measuring plate 5 laminates measuring rod 10 with the lateral wall of hole once more under reset spring 6's effect, make distance measuring sensor 8 measure the diameter of hole once more, make this device can measure the diameter of the different angles of hole fast, then synthesize and obtain the biggest aperture promptly, comparatively accurate measuring device of precision.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.
Claims (6)
1. The utility model provides a highway engineering construction is with stake hole aperture detection device, includes mounting panel (1), its characterized in that: mounting panel (1) sets up to the loop configuration, the lower surface edge of mounting panel (1) is connected with ground through a plurality of pillar (2) that are the annular array and distribute, the upper surface of mounting panel (1) has fly leaf (3) through slewing bearing swing joint, dead slot (4) have been seted up at the middle part of fly leaf (3), the inside of dead slot (4) is provided with two measuring board (5) of vertical setting, middle part one side of measuring board (5) is fixed with reset spring (6), all set up on the both ends middle part inner wall of dead slot (4) fluted (7), the tank bottom fixed connection of one end and recess (7) of measuring board (5) is kept away from in reset spring (6), and one side upper end that two measuring board (5) kept away from each other all is fixed with range finding sensor (8), the top of measuring board (5) is provided with battery (9), battery (9) are connected with range finding sensor (8) electricity, the bottom fixed of measuring board (5) has measuring stick (10).
2. The pile hole aperture detection device for road engineering construction according to claim 1, characterized in that: two one side lower extreme that measuring stick (10) are close to each other all inlays and has pressure sensor (11), the probe of pressure sensor (11) is connected with atress board (12), atress board (12) set up in the notch that measuring stick (10) opposite side lower extreme was seted up.
3. The pile hole aperture detection device for road engineering construction according to claim 2, characterized in that: limiting sliding blocks (13) are fixed to two sides of the middle of the measuring plate (5), limiting sliding grooves (14) are formed in the inner walls of the two sides of the empty groove (4), and the limiting sliding blocks (13) are located inside the limiting sliding grooves (14).
4. The pile hole aperture detection device for road engineering construction according to claim 3, characterized in that: ball grooves (15) are formed in the middle of the upper side and the lower side of the limiting sliding block (13), balls (16) are arranged in the ball grooves (15), and the balls (16) are attached to the inner wall of the limiting sliding groove (14).
5. The pile hole aperture detection device for road engineering construction according to claim 4, characterized in that: the measuring device is characterized in that a battery jar (17) is formed in the top of the measuring plate (5), the storage battery (9) is installed inside the battery jar (17), a cover plate (18) is arranged on the outer side of an opening of the battery jar (17), and the cover plate (18) is located at the top of the measuring plate (5).
6. The pile hole aperture detection device for road engineering construction according to claim 5, characterized in that: dovetail sliding blocks (19) are fixed to two sides of the lower surface of the cover plate (18), dovetail sliding grooves (20) are formed in two sides of the top end of the measuring plate (5), and the dovetail sliding blocks (19) are located inside the dovetail sliding grooves (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222038118.6U CN217738227U (en) | 2022-08-03 | 2022-08-03 | Highway is stake hole aperture detection device for engineering construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222038118.6U CN217738227U (en) | 2022-08-03 | 2022-08-03 | Highway is stake hole aperture detection device for engineering construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217738227U true CN217738227U (en) | 2022-11-04 |
Family
ID=83814082
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222038118.6U Expired - Fee Related CN217738227U (en) | 2022-08-03 | 2022-08-03 | Highway is stake hole aperture detection device for engineering construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217738227U (en) |
-
2022
- 2022-08-03 CN CN202222038118.6U patent/CN217738227U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101865739B (en) | Pre-tightening force dynamic monitoring system for pre-stressed anchor bar strengthening project | |
| CN203551406U (en) | Soil-rock mass in-situ direct shear test device with automatic data acquisition system | |
| CN206540905U (en) | Multi-functional weak soil electric osmose solidifies drainage arrangement | |
| CN109989433A (en) | A kind of device and its detection method of the superfilled height of real-time detection cast-in-situ bored pile | |
| CN107503384A (en) | Assembled underground continuous wall penetrating resistance test device | |
| CN201367588Y (en) | Underwater concrete sampler | |
| CN100451543C (en) | Test method of pile skew simulation of straight pile | |
| CN217738227U (en) | Highway is stake hole aperture detection device for engineering construction | |
| CN106351267A (en) | Pile foundation bearing characteristic model testing device under down-pressing static load effect | |
| CN208219650U (en) | A kind of tubular pole inclinometer locating guide device | |
| CN101922159A (en) | Method for quickly detecting quality of gravel pile | |
| CN113605467A (en) | Pile foundation self-balancing test device with balance point compensation function and test method | |
| CN108532650A (en) | A kind of method of water buoyancy suffered by in-site detecting underground structure | |
| CN210376012U (en) | Loading system of stiffening rib stiffening type rectangular concrete-filled steel tube column | |
| CN112832223A (en) | Rotary type layered settlement magnetic ring and settlement monitoring method thereof matched with settling tube | |
| CN207248875U (en) | A kind of experimental rig of quick, easy soil body Settlement Model | |
| CN202208933U (en) | Sampler for bored pile | |
| CN205015318U (en) | Domatic hydraulic budget field observation device | |
| CN218469965U (en) | Automatic pumping test monitoring device for foundation pit | |
| CN106400857A (en) | Model device and method used for field measuring of blockage degree of opening pile interior soil plug | |
| CN207331781U (en) | A kind of assembled underground continuous wall penetrating resistance test device | |
| CN204023631U (en) | Enter rock filling pile sediment thickness testing arrangement | |
| CN211122313U (en) | Compaction grouting soil nail pulling resistance prediction device | |
| CN210315475U (en) | Measure model box of static soil pressure coefficient | |
| CN109024269B (en) | Sedimentation compensation box bridge applicable to goaf site and sedimentation compensation method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221104 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |