CN206504728U - A kind of device measured for bore inclining - Google Patents
A kind of device measured for bore inclining Download PDFInfo
- Publication number
- CN206504728U CN206504728U CN201720009817.4U CN201720009817U CN206504728U CN 206504728 U CN206504728 U CN 206504728U CN 201720009817 U CN201720009817 U CN 201720009817U CN 206504728 U CN206504728 U CN 206504728U
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- CN
- China
- Prior art keywords
- measuring probe
- sash weight
- screw rod
- drilling
- cable
- 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.)
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Abstract
The utility model discloses a kind of device measured for bore inclining, including topside readout instrument, erect truss, measuring probe, sash weight, screw rod and cable, the erection truss includes cross, pulley and hand winch, the center of cross is provided with centre bore, the two ends of cable through centre bore and cable are connected with topside readout instrument and measuring probe respectively, center above measuring probe is fixed with suspension ring, and the top of sash weight is provided with screw rod, and measuring probe is connected with screw rod.The device is reasonable in design, and horizontal range of the measuring point apart from hole wall is measured with infrared distance measurement module, and the horizontal range can reflect the inclination conditions of drilling, accurately reflect the Construction Condition of current generation drilling；Measurement result transfers data to topside readout instrument；The device, which surveys data, can effectively instruct the work progress of drilling, and inclined drilling is corrected in time, prevents that the gradient drilled in work progress is exceeded, substantially increases the success rate of drilling construction.
Description
Technical field
The utility model is related to borehole survey field, specifically a kind of device measured for bore inclining.
Background technology
Drill and refer to process the operation portalled on solid material with drill bit, drilling is that the fields such as building, machine-building are normal
A kind of process.At present, the detection of drilling pouring pile hole gradient is essential link during filling pile construction, is filled
Note stake is the directly perforate on designed stake position, and its section is circular, and steel reinforcement cage, concrete perfusion are placed in hole after pore-forming
Form, because bored concrete pile has during construction, without friction, without squeezing soil, operating noise is small, is suitable for and makes in City Building City Regions
With the advantages of, bored concrete pile obtains relatively broad application in construction.However, traditional bore inclining measurement apparatus is not only
Complex operation, inefficiency, measurement accuracy are poor, and use condition is harsh, lack a kind of accurate, economical, conveniently
Measurement apparatus.
Utility model content
The purpose of this utility model is to provide a kind of device measured for bore inclining, to solve above-mentioned background technology
The problem of middle proposition.
To achieve the above object, the utility model provides following technical scheme：
A kind of device measured for bore inclining, including topside readout instrument, erection truss, measuring probe, sash weight, screw rod
And cable, the erection truss include cross, pulley and hand winch, the center of cross is provided with centre bore, pulley
The top of cross is arranged at hand winch, the axial line of pulley and centre bore vertical direction is tangent, cable passes through center
The hole and two ends of cable are connected with topside readout instrument and measuring probe respectively, the center above measuring probe, which is fixed with, hangs
Ring, the top of sash weight is provided with screw rod, and measuring probe is connected with sash weight by screw thread, and measuring probe is connected and used with screw rod
Nut is fixed, and is connected between measuring probe and topside readout instrument by wired mode.
It is used as further program of the utility model：Measuring probe includes infrared distance measurement module, hook, center probe and electricity
Sub- compass, infrared distance measurement module is arranged on the upper end of center probe, and hook is installed in the surrounding of center probe, electronic compass installation
On hook.
It is used as further program of the utility model：Sash weight includes sash weight joint and sash weight body, and sash weight body is by hanging
Hammer joint is connected with screw rod.
It is used as further program of the utility model：Cross is made using angle steel material.
It is used as further program of the utility model：Sash weight is connected with screw rod by the way of welding.
Compared with prior art, the beneficial effects of the utility model are：The device is reasonable in design, utilizes centrifugal force direction
All the time straight down and the center of circle is to the upper any point distance of circle all equal principles, measuring point distance is measured with infrared distance measurement module
The horizontal range of hole wall, the horizontal range can reflect the inclination conditions of drilling, by comparing the bore inclining measured in real time
Degree, accurately reflects the Construction Condition of current generation drilling；Measurement result transfers data to ground by wire transmission mode and read
Number instrument；The device, which surveys data, can effectively instruct the work progress of drilling, and inclined drilling is corrected in time, work progress is prevented
The gradient of middle drilling is exceeded, substantially increases the success rate of drilling construction.
Brief description of the drawings
Fig. 1 is the structural representation of the device measured for bore inclining.
Fig. 2 is the structural representation of erection truss in the device measured for bore inclining.
Fig. 3 is the structural representation of measuring probe in the device measured for bore inclining.
Fig. 4 is the structural representation of sash weight in the device measured for bore inclining.
Fig. 5 is the measuring principle schematic diagram of the device measured for bore inclining.
Wherein：1- topside readout instrument, 2- erects truss, and 21- crosses, 22- pulleys, 23- hand winches, 3- measurements are visited
Head, 31- infrared distance measurement modules, 32- hooks, 33- center probes, 34- electronic compass, 4- sash weights, 41- sash weight joints, 42- sash weights
Body, 5- screw rods, 6- suspension ring, 7- cables.
Embodiment
The technical scheme of this patent is described in more detail with reference to embodiment.
Refer to Fig. 1-5, a kind of device measured for bore inclining, including topside readout instrument 1, erection truss 2, measurement
Probe 3, sash weight 4, screw rod 5 and cable 7, the erection truss 2 include cross 21, pulley 22 and hand winch 23, cross
21 center is provided with centre bore, and pulley 22 and hand winch 23 are arranged at the top of cross 21, pulley 22 and center
The axial line of hole vertical direction is tangent, cable 7 through the two ends of centre bore and cable 7 respectively with topside readout instrument 1 and measurement
Probe 3 is connected, and the center of the top of measuring probe 3 is fixed with suspension ring 6, and the top of sash weight 4 is provided with screw rod 5, measuring probe 3
It is connected with sash weight 4 by screw thread, measuring probe 3 is connected with screw rod 5 and fixed using nut, measuring probe 3 and topside readout
It is connected between instrument 1 by wired mode.Measuring probe 3 includes infrared distance measurement module 31, hook 32, center probe 33 and electronics
Compass 34, infrared distance measurement module 31 is arranged on the upper end of center probe 33, and hook 32 is arranged on the surrounding of center probe 33, electronics
Compass 34 is arranged on hook 32.Sash weight 4 includes sash weight joint 41 and sash weight body 42, and sash weight body 42 passes through sash weight joint 41
It is connected with screw rod 5.Cross 21 is made using angle steel material.Sash weight 4 is connected with screw rod 5 by the way of welding.
Operation principle of the present utility model is：Measuring probe 3 is lifted by cable 7.Measuring probe 3 is arrived for measuring measuring point
The horizontal range of hole wall, suspension ring 6 are used for connection cable 7 and measuring probe 3.By having between measuring probe 3 and topside readout instrument 1
The mode of line connection carries out the signal transmission of data, and topside readout instrument 1 reads the measurement data of measuring probe 3 and is shown in screen
On.Cable 7 reaches bore inner by pulley 22 and hand winch 23, adjusts the position of cross 21 to ensure cable 7 with brill
Hole is on same axial line.
The workflow of the device is as follows：Under the measuring probe 3 and sash weight 4 of bore inclining measurement apparatus are pushed up in hole
Bore inner is fallen on, the position of adjustment cross 21 makes cable 7 by drill center, to ensure that measuring probe 3 and sash weight 4 are in
Drill on axial line, the length that cable 7 stretches into bore inner is adjusted by hand winch 23, to reach the different drilling depths of measurement
The inclination conditions of the drilling at place；After sash weight 4 is stable, the reading transmitted on observation ground readout instrument 1 by infrared distance measurement module 31,
The reading is horizontal range of the measuring point apart from borehole wall, if the reading that 4 infrared distance measurement modules 31 are transmitted is equal, shows this
Drilling is without inclination at measuring point, conversely, such as OC ＞ OA, then show that drilling is tilted along C points direction at the measuring point, by that analogy.
To ensure the accuracy of measurement, a half height that can optionally to drilling, a quarter height etc. is detected,
If the construction of next process can be carried out by meeting requirement, redrilling otherwise should be backfilled.
The device is reasonable in design, using centrifugal force direction all the time straight down and the center of circle is to the upper any point distance of circle
All equal principle, horizontal range of the measuring point apart from hole wall is measured with infrared distance measurement module 31, and the horizontal range can reflect
The inclination conditions of drilling, by comparing the drill hole inclination measured in real time, accurately reflect the Construction Condition of current generation drilling；Survey
Amount result transfers data to topside readout instrument 1 by wire transmission mode；The device, which surveys data, can effectively instruct drilling
Work progress, inclined drilling is corrected in time, prevents that the gradient drilled in work progress is exceeded, substantially increases drilling and apply
The success rate of work.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It may be appreciated other embodiment.
Claims (5)
1. it is a kind of for bore inclining measure device, it is characterised in that including topside readout instrument, erect truss, measuring probe,
Sash weight, screw rod and cable, the erection truss include cross, pulley and hand winch, during the center of cross is provided with
Heart hole, pulley and hand winch are arranged at the top of cross, and the axial line of pulley and centre bore vertical direction is tangent, cable
It is connected respectively with topside readout instrument and measuring probe through the two ends of centre bore and cable, the center above measuring probe
Suspension ring are fixed with, the top of sash weight is provided with screw rod, and measuring probe is connected with sash weight by screw thread, and measuring probe is connected with screw rod
And fixed, be connected between measuring probe and topside readout instrument by wired mode using nut.
2. the device according to claim 1 measured for bore inclining, it is characterised in that the measuring probe includes red
Outer range finder module, hook, center probe and electronic compass, infrared distance measurement module are arranged on the upper end of center probe, and hook is installed
In the surrounding of center probe, electronic compass is arranged on hook.
3. the device according to claim 1 measured for bore inclining, it is characterised in that the sash weight connects including sash weight
Head and sash weight body, sash weight body are connected by sash weight joint with screw rod.
4. the device according to claim 1 measured for bore inclining, it is characterised in that the cross uses angle steel
Material makes.
5. the device according to claim 1 measured for bore inclining, it is characterised in that the sash weight and screw rod are used
The mode of welding is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720009817.4U CN206504728U (en) | 2017-01-05 | 2017-01-05 | A kind of device measured for bore inclining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720009817.4U CN206504728U (en) | 2017-01-05 | 2017-01-05 | A kind of device measured for bore inclining |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206504728U true CN206504728U (en) | 2017-09-19 |
Family
ID=59839658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720009817.4U Expired - Fee Related CN206504728U (en) | 2017-01-05 | 2017-01-05 | A kind of device measured for bore inclining |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206504728U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110242286A (en) * | 2019-07-03 | 2019-09-17 | 佛山市顺德区建设工程质量安全监督检测中心 | Gravity type drill core hole inclinometer |
| CN112304284A (en) * | 2020-10-27 | 2021-02-02 | 中国人民解放军火箭军工程大学 | A kind of distribution network safety monitoring device and method |
-
2017
- 2017-01-05 CN CN201720009817.4U patent/CN206504728U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110242286A (en) * | 2019-07-03 | 2019-09-17 | 佛山市顺德区建设工程质量安全监督检测中心 | Gravity type drill core hole inclinometer |
| CN110242286B (en) * | 2019-07-03 | 2024-06-25 | 广东顺融检测科技股份有限公司 | Gravity type core hole inclinometer |
| CN112304284A (en) * | 2020-10-27 | 2021-02-02 | 中国人民解放军火箭军工程大学 | A kind of distribution network safety monitoring device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170919 |