CN202381079U - Inclining-measuring pup joint combination damping device for wireless directional inclinometer - Google Patents
Inclining-measuring pup joint combination damping device for wireless directional inclinometer Download PDFInfo
- Publication number
- CN202381079U CN202381079U CN2011205612294U CN201120561229U CN202381079U CN 202381079 U CN202381079 U CN 202381079U CN 2011205612294 U CN2011205612294 U CN 2011205612294U CN 201120561229 U CN201120561229 U CN 201120561229U CN 202381079 U CN202381079 U CN 202381079U
- Authority
- CN
- China
- Prior art keywords
- pipe nipple
- deviational survey
- survey pipe
- damping
- type circle
- 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
Images
Abstract
The utility model discloses an inclining-measuring pup joint combination damping device for a wireless directional inclinometer. A damping part is connected to one end of an inclining-measuring pup joint table body in an axial direction, a drum type buffer is connected to the other end of the inclining-measuring pup joint table body; and a flower type ring is sleeved on the table body in a radial direction to realize radial damping. The damping part can be one of the drum type buffer, a rubber rod and a damping compressed spring. The flower type ring is an elastic ring with a hole at the edge. When the inclining-measuring pup joint combination damping device for the wireless directional inclinometer is in a natural state, the drum type buffer, the flower type ring and the inner wall of a pressure resistant cylinder at the outer side are in close contact; and certain gap is reserved between an O-shaped ring and the inner wall of the pressure resistant cylinder. According to the inclining-measuring pup joint combination damping device, by adoption of the combined damping mode of axial and radial directions, the traditional one-dimensional axial damping is converted into two-dimensional axial and radial damping, the shock resistant problem of an inclining-measuring pup joint, in particular a high-precision quartz acceleration inclining-measuring pup joint in a drilling process is well solved, the fault rate of the device in the underground is greatly reduced, and the inclining-measuring pup joint combination damping device for the wireless directional inclinometer is suitable for damping of capacitor pup joints or battery housings.
Description
Technical field
The utility model relates to the oilfield drilling technology, particularly about the device of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption.
Background technology
Wireless drilling inclinometers has because of it: 1) frequent handling instrument during high efficiency-stacks; 2) real-time-next-door neighbour's drill bit is monitored bit location in real time and is crept into situation; 3) after the production domesticization, use, maintenance cost reduce greatly; Advantages such as 4) performance is stable have day by day obtained using widely so progressively replaced deviational survey instrument such as original single-point, multiple spot, wired drilling at home and abroad in the drillng operation of a large amount of oil well, gas well.
Along with development of science and technology, the required precision of inclinometer is also being improved day by day, so the deviational survey pipe nipple that quartz accelerometer is housed that precision is high, good stability, stabilization time are lacked is used by large tracts of land in wireless drilling inclinometers.As shown in Figure 1, the structure of wireless drilling deviational survey pipe nipple generally is, comprises a deviational survey pipe nipple stage body 1, and an end of stage body is equipped with three axis accelerometer 2, and the other end connects an axial buffer device 3; Deviational survey pipe nipple stage body 1, three axis accelerometer 2 and axial buffer device 3 all are contained in the resistance to compression tube 4 and are protected by the resistance to compression tube; The two ends shutoff of one plug 5 with pipe nipple is installed respectively at the two ends of resistance to compression tube 4; On deviational survey pipe nipple stage body 1 and plug 5, add sealing ring 6.Because the flexible beam of quartz accelerometer is the quartz glass of 0.04mm, this has just proposed higher requirement to the damping of deviational survey pipe nipple.
Existing wireless drilling inclinometers both domestic and external has all been continued to use the damping modes of magnetic liquid suspension deviational survey pipe nipple: promptly deviational survey pipe nipple stage body axially on adopt single rubber bumper (axial buffer device 3) damping, simple O type circle (sealing ring 6) damping is upwards adopted in the footpath.Because inclinometer follows drill bit closely in construction; So operating mode is abominable especially; Almost be in for a long time in the environment of high temperature, strong vibration, large impact, and this damping modes is running into strong vibration; Particularly just possibly lose efficacy under the situation of large impact, cause the flexible beam fracture of quartz accelerometer in the deviational survey pipe nipple.According to incompletely statistics, in the construction of horizontal well, it is that damage owing to Z axle quartz accelerometer in the deviational survey pipe nipple causes that instrument failure about 80% is arranged.In a single day instrument breaks down, and must make a trip again, and instrument is beamed back producer's maintenance, so each such fault all can be brought several ten thousand yuan at least to unit in charge of construction, tens0000 yuan loss at most.
Summary of the invention
Therefore; Damping problem to wireless drilling inclinometers deviational survey pipe nipple; The purpose of the utility model provides a kind of combined shock absorption device about wireless drilling inclinometers deviational survey pipe nipple, thereby quartz accelerometer is used under the construction environment of high strength, large impact better.
For realizing above-mentioned purpose; Take following technical scheme: a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption device; It is characterized in that: comprise the drum type snubber that is installed in deviational survey pipe nipple stage body one end; And the damping part that is installed in quartz accelerometer one end on the deviational survey pipe nipple stage body, also comprise the colored type circle that is set on the deviational survey pipe nipple stage body external diameter.
Above-mentioned colored type circle is meant that the edge has the elastic ring of hole, hole or a plurality of semi-circular hole, or a plurality of whole circular port for being uniformly distributed with for being uniformly distributed with, or be a whole circle looping pit.
On deviational survey pipe nipple stage body external diameter, also can be arranged with O type circle, be positioned near the colored type circle.
Also can sheathed colored type circle and/or O type circle on the plug at deviational survey pipe nipple two ends, strengthen radially damping.
Above-mentioned damping part can be the drum type snubber, rubber bar, a kind of in the damping stage clip.
When instrument in the raw the time, said drum type snubber, flower type circle closely contact with the resistance to compression tube inwall in the deviational survey pipe nipple stage body outside, O type circle and resistance to compression tube internal diameter reservation certain interval.
The utility model is owing to take above technical scheme, and it has the following advantages: 1, the utility model is converted into axle, radially two-dimentional damping through adopting axle, combined shock absorption mode radially with traditional axial one dimension damping; Solved the deviational survey pipe nipple well, the antivibration problem of particularly high-precision quartzy acceleration deviational survey pipe nipple in drilling process makes high-precision quartz accelerometer deviational survey pipe nipple in drilling well; Especially be applied even more extensively in the horizontal well construction, not only can be guaranteed construction precision, improved accuracy rate; And greatly reduce the fault rate of instrument in the down-hole; Reduce the unnecessary number of times that makes a trip, improved efficiency of construction, practiced thrift maintenance cost.2, get two used the axle, radially the quartz accelerometer deviational survey pipe nipple of combined shock absorption has been done the vibratory impulse test respectively: test conditions is following: 1) vibration test parameter: 10g sine wave oscillations 4 hours; The impact test parameter: the 400g half-sine wave, impact 50 times.The test back finds that two quartz accelerometer pipe nipple each item functions are normal.3, the axle, radially shock-damping structure is simple, is conventional rubber-type material on the material selection, cost is also low.4, the utility model can be equally applicable to the damping of electric capacity pipe nipple or battery tube etc.
Description of drawings
Fig. 1 is the structural representation of prior art wireless drilling deviational survey pipe nipple damping device;
Fig. 2 is the structural representation of the utility model;
Fig. 3 is an A-A sectional view among Fig. 2.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model scheme is done further explanation.
The utility model tackles the axial of wireless drilling inclinometers deviational survey pipe nipple and radially the proposition of combined shock absorption method is following tactful:
As shown in Figure 2, axially on, adopt the bi-directional combination damping modes; An end of the original installation ordinary buffer device drum type snubber 11 that changes the outfit on deviational survey pipe nipple stage body 10 connects another damping part 12 at the end that quartz accelerometer 13 is installed, and this damping part can be common rubber bumper; Also can be the drum type snubber in the utility model; Can also be common rubber bar, can also be the damping stage clip, be the damping stage clip shown in the figure.
The footpath upwards; Whole employing flower type circles, or the damping modes of flower type circle and combination of O type circle and usefulness, promptly several places in a place or interval are provided with colored type circle 14 on deviational survey pipe nipple stage body 10; Flower type circle 14 next doors can be provided with 1~2 O type circle 15; When two O type circles, in the middle of flower type circle was positioned at, two O type circles laid respectively at the both sides of colored type circle.
Further, colored type circle 14 can be set also on the plug 16 at deviational survey pipe nipple stage body 10 two ends, or O type circle 15, or both combinations.
Above-mentioned drum type snubber 11, flower type circle 14, O type circle 15 all adopt elastic deformable materials such as rubber.
When instrument in the raw the time, drum type snubber 11, flower type circle 14 closely contact with resistance to compression tube 17 inwalls in deviational survey pipe nipple stage body 10 outsides, O type circle 15 and resistance to compression tube 17 inwalls reservation certain interval.
Following for the analysis of above damping effect of Combination:
1) when the deviational survey pipe nipple when axially receiving strong vibration or large impact, with having a bigger impact force action on pipe nipple, at this moment the drum type snubber will be compressed; It will have the trend that expands outwardly in diametric(al); But owing to receive the restriction of outside resistance to compression tube 17, just produced the pressure of resistance to compression tube, so just traditional one dimension damping has been converted into two-dimentional damping through the drum type damper snubber; Reduce greatly the drum type buffer shaft to compressive strain, more effectively absorb the strong vibration large impact.
2) because drum type damper axial compression amount is less, so screen resilience is correspondingly less, add the buffering of top damping part, elastic force can be offset the screen resilience of damper well, so avoided axial oscillation; In the pipe nipple motion process, also have in addition and radially spend the frictional force between type circle and resistance to compression tube to work; Even very strong impact force is arranged; Under the effect of this combined shock absorption, also can eliminate through of short duration vibration, avoided traditional one dimension damping because screen resilience is big; Cause snubber to tear or pipe nipple clashes into plug when resilience, make the phenomenon of the sensor damage on the pipe nipple.
3) radially adopted colored type circle, both guaranteed to contact with the firm of resistance to compression tube, be unlikely to make pipe nipple to become " inflator " again, the hole at flower type circle edge can discharge the air in the pipe nipple; When the deviational survey pipe nipple when radially being impacted or being vibrated, flower type circle at first works, the compression through flower type circle absorbs and can weaken radial vibration or impact; Very strong when radially vibration or impact, when the decrement of flower type circle is not enough to eliminate fully, at this moment O type circle will play a role.In drilling process, large impact generally all derives from axially, a little less than the impact very radially, radially has only vibration usually, and the combined shock absorption that this colored type circle adds O type circle can overcome fully.
What be worth explanation is; The foregoing description only is used to explain the utility model; Wherein the structure of each parts, connected mode etc. all can change to some extent; But every equivalents of on the basis of the utility model technical scheme, carrying out and improvement all should not got rid of outside the protection domain of the utility model.
Claims (10)
1. wireless drilling inclinometers deviational survey pipe nipple combined shock absorption device; It is characterized in that: comprise the drum type snubber that is installed in deviational survey pipe nipple stage body one end; And the damping part that is installed in quartz accelerometer one end on the deviational survey pipe nipple stage body, also comprise the colored type circle that is set on the deviational survey pipe nipple stage body external diameter.
2. a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption device as claimed in claim 1, it is characterized in that: said damping part is the drum type snubber, rubber bar, a kind of in the damping stage clip.
3. a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption device as claimed in claim 1; It is characterized in that: said colored type circle is meant that the edge has the elastic ring of hole; Hole or a plurality of semi-circular hole, or a plurality of whole circular port for being uniformly distributed with for being uniformly distributed with, or be a whole circle looping pit.
4. a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption device as claimed in claim 2; It is characterized in that: said colored type circle is meant that the edge has the elastic ring of hole; Hole or a plurality of semi-circular hole, or a plurality of whole circular port for being uniformly distributed with for being uniformly distributed with, or be a whole circle looping pit.
5. like claim 1 or 2 or 3 or 4 described a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption devices, it is characterized in that: on said deviational survey pipe nipple stage body external diameter, also be arranged with O type circle, be positioned near the said colored type circle.
6. like claim 1 or 2 or 3 or 4 described a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption devices, it is characterized in that: colored type circle and/or O type circle also are set on the plug at said deviational survey pipe nipple two ends.
7. a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption device as claimed in claim 5 is characterized in that: colored type circle and/or O type circle also are set on the plug at said deviational survey pipe nipple two ends.
8. like claim 1 or 2 or 3 or 4 described a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption devices; It is characterized in that: when instrument in the raw the time, said drum type snubber, flower type circle closely contact with resistance to compression tube inwall outside the deviational survey pipe nipple stage body.
9. a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption device as claimed in claim 5 is characterized in that: when instrument in the raw the time, said O type circle and resistance to compression tube inwall keep certain interval.
10. a kind of wireless drilling inclinometers deviational survey pipe nipple combined shock absorption device as claimed in claim 6 is characterized in that: when instrument in the raw the time, said O type circle and resistance to compression tube inwall keep certain interval.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011205612294U CN202381079U (en) | 2011-12-29 | 2011-12-29 | Inclining-measuring pup joint combination damping device for wireless directional inclinometer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011205612294U CN202381079U (en) | 2011-12-29 | 2011-12-29 | Inclining-measuring pup joint combination damping device for wireless directional inclinometer |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202381079U true CN202381079U (en) | 2012-08-15 |
Family
ID=46629592
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011205612294U Expired - Fee Related CN202381079U (en) | 2011-12-29 | 2011-12-29 | Inclining-measuring pup joint combination damping device for wireless directional inclinometer |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202381079U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102410012A (en) * | 2011-12-29 | 2012-04-11 | 北京蒙德纳科技发展有限公司 | Combined damping system and device for inclination measuring cartridge of wireless drilling inclinometer |
CN106567709A (en) * | 2016-09-28 | 2017-04-19 | 中国地质大学(北京) | Downhole while-drilling drilling fluid hydrocarbon content analysis meter |
CN108625799A (en) * | 2017-03-24 | 2018-10-09 | 中国石油化工股份有限公司 | Damper |
CN109488283A (en) * | 2018-11-12 | 2019-03-19 | 武汉轻工大学 | The mounting device of petroleum vertical drilling system accelerometer |
CN112127875A (en) * | 2019-06-25 | 2020-12-25 | 中国石油天然气股份有限公司 | Damping device of wireless inclinometer |
-
2011
- 2011-12-29 CN CN2011205612294U patent/CN202381079U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102410012A (en) * | 2011-12-29 | 2012-04-11 | 北京蒙德纳科技发展有限公司 | Combined damping system and device for inclination measuring cartridge of wireless drilling inclinometer |
CN106567709A (en) * | 2016-09-28 | 2017-04-19 | 中国地质大学(北京) | Downhole while-drilling drilling fluid hydrocarbon content analysis meter |
CN108625799A (en) * | 2017-03-24 | 2018-10-09 | 中国石油化工股份有限公司 | Damper |
CN108625799B (en) * | 2017-03-24 | 2020-07-07 | 中国石油化工股份有限公司 | Vibration damper |
CN109488283A (en) * | 2018-11-12 | 2019-03-19 | 武汉轻工大学 | The mounting device of petroleum vertical drilling system accelerometer |
CN112127875A (en) * | 2019-06-25 | 2020-12-25 | 中国石油天然气股份有限公司 | Damping device of wireless inclinometer |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202381079U (en) | Inclining-measuring pup joint combination damping device for wireless directional inclinometer | |
CN102410012B (en) | Combined damping system and device for inclination measuring cartridge of wireless drilling inclinometer | |
CN2911171Y (en) | Tubing string dampener | |
CN202100210U (en) | Drilling rig and vibration damper thereof | |
CN102146773A (en) | Drilling machine shock absorber and using method thereof | |
CN103147696A (en) | Drill stem protector for absorbing drill stem impact shock | |
CN202380977U (en) | Anti-fatigue short joint for gas drilling column | |
CN102505923B (en) | Shock absorber of drill string | |
CN201714316U (en) | Rubber shock absorber | |
CN207485351U (en) | Hydraulic gate device | |
CN203114194U (en) | Drill stem protector used for absorbing drill stem impact vibration | |
CN205036965U (en) | Well drilling high pressure manifold bumper shock absorber | |
CN207161326U (en) | A kind of screw compressor with shock-absorbing function | |
CN203394733U (en) | Emulsification liquid pump | |
CN101644144B (en) | Transverse shock absorber applicable in gas drilling | |
CN210263179U (en) | Pile foundation settlement monitoring device | |
CN204344788U (en) | Vibration damper Novel integrated dust-proof cover | |
CN208220666U (en) | A kind of flex-stem | |
CN106050161A (en) | Heavy shock absorber for drilling operation | |
CN105275452A (en) | Vibration damping apparatus with measurement-while-drilling instrument protection function | |
CN208564461U (en) | A kind of drilling well decreasing vibration pipe nipple | |
CN203701991U (en) | Drilling bucket and rotary drilling rig | |
CN210714504U (en) | Drill string shock absorber that shakes is inhaled to level four | |
CN207775882U (en) | The adjustable protection mechanism of protecting against shock at the top of vibrohammer | |
CN106286673A (en) | A kind of multi-state coupling adaptive inversion gesture safeguard construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120815 Termination date: 20161229 |
|
CF01 | Termination of patent right due to non-payment of annual fee |