CN207485417U - Underground survey device - Google Patents

Underground survey device Download PDF

Info

Publication number
CN207485417U
CN207485417U CN201721254534.2U CN201721254534U CN207485417U CN 207485417 U CN207485417 U CN 207485417U CN 201721254534 U CN201721254534 U CN 201721254534U CN 207485417 U CN207485417 U CN 207485417U
Authority
CN
China
Prior art keywords
engineering parameter
pipe nipple
pressure
underground
parameter
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
Application number
CN201721254534.2U
Other languages
Chinese (zh)
Inventor
柳贡慧
李军
张涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China University of Petroleum Beijing
Beijing Information Science and Technology University
Original Assignee
China University of Petroleum Beijing
Beijing Information Science and Technology University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China University of Petroleum Beijing, Beijing Information Science and Technology University filed Critical China University of Petroleum Beijing
Priority to CN201721254534.2U priority Critical patent/CN207485417U/en
Application granted granted Critical
Publication of CN207485417U publication Critical patent/CN207485417U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Geophysics And Detection Of Objects (AREA)
  • Arrangements For Transmission Of Measured Signals (AREA)
  • Earth Drilling (AREA)

Abstract

The utility model embodiment provides a kind of underground survey device, which includes:First measures pipe nipple, measures the first engineering parameter at the nearly drill bit in underground, and the first engineering parameter includes vibration class engineering parameter and dielectric property class engineering parameter;Second measures pipe nipple, it is set to the lower section of the first measurement pipe nipple in the vertical direction, pipe nipple is measured closer to drill bit relative to first, measure the second engineering parameter at the nearly drill bit in underground, second engineering parameter includes vibration class engineering parameter and dielectric property class engineering parameter, and the first engineering parameter and the second engineering parameter are used to identify underground working.The program enriches measurement parameter type, is conducive to meet the needs of underground working identification is to underground survey parameter type;It realizes the first measurement pipe nipple and the second measurement pipe nipple respectively measures same parameters on different positions, realize the measurement of underground two point multi-parameter so that the first engineering parameter and the second engineering parameter measured can be used for identifying underground working.

Description

Underground survey device
Technical field
The utility model is related to oil-gas exploration technical field, more particularly to a kind of underground survey device.
Background technology
With deepening continuously for international oil gas resources exploration, global Oil Gas is explored just towards new series of strata-deep layer ultra-deep The direction of layer, new region-ocean deepwater and new type-unconventional petroleum resources is developed.Meanwhile in these deep layer bad grounds Drilling well, some engineering problems are also increasingly prominent.Such as:(1) down-hole equipment safety problem:In the deep-well of high temperature and pressure, drilling tool The suffered density of load is big, and downhole weight on bit, torque are difficult to control, and drilling tool is easier to be damaged.(2) hole quality problem:Deep layer Stratum is mostly gravel layer, carbonate rock stratum, gypsum-salt bed, and thickness change is big, and prediction is difficult, complicated component.Wellbore is often associated with to collapse It collapses, situations such as borehole wall is unstable.(3) horizontal segment drags pressure problem in horizontal well, extended reach well:Due to horizontal well drill string frictional resistance compared with Greatly, according only to suspending weight table, it is impossible to understand the true bit pressure of drill bit.Blindly apply bit pressure, not only influence borehole size, well bore matter Amount, and influence drilling safety.(4) drilling tool Force Calculation problem:In the wellbore, many reasons can cause down-hole equipment load Variation.Current numerous mathematical models can not establish boundary condition because lacking underground measured data.Also because lacking underground measured data And it is difficult to verify the accuracy of model.(5) bored shaft safety problem:Deeper formation is mostly carbonate horizon, cream rock stratum, is commonly present The geological structures such as abnormal high pressure, gap, solution cavity can cause overflow, gas cut, leakage even blowout etc. pernicious in drilling process Accident.The major reason for causing problem above is can not to grasp true engineering parameter at the nearly drill bit in underground.
A kind of underground engineering parameter measuring system is described in the prior art, can realize the works such as bit pressure, torque, pressure The measurement of parameter;
The prior art also describes a kind of underground work parameter measurement while drilling device, can realize bit pressure, torque, drill string internal pressure The measurement of power and annular pressure;
The prior art also describes a kind of shaft bottom engineering parameter measuring device, can realize bit pressure, torque, annular pressure, The measurement of annular space temperature;
Above scheme can realize the measurement of the engineering parameters such as downhole weight on bit, torque, temperature, pressure, but there is also certain The defects of, it specifically includes:(1) measurement parameter type is few, can not meet need of the underground working identification to underground survey parameter type It asks;(2) only place measures above scheme on one point, and the same parameters of different location can not be measured.
Utility model content
The utility model embodiment provides a kind of underground survey device, to solve measurement parameter type in the prior art Less, the technical issues of only place measures on one point.The device includes:First measures pipe nipple, for measuring the nearly drill bit in underground First engineering parameter at place, first engineering parameter include vibration class engineering parameter and dielectric property class engineering parameter;Second Pipe nipple is measured, in the vertical direction, is set to the described first lower section for measuring pipe nipple, is more connect relative to the described first measurement pipe nipple Nearly drill bit, for measuring the second engineering parameter at the nearly drill bit in underground, wherein, second engineering parameter includes vibration class engineering Parameter and dielectric property class engineering parameter, first engineering parameter and second engineering parameter are used to identify underground working.
In one embodiment, first engineering parameter includes:Bit pressure, torque, moment of flexure, axial vibration, oscillation crosswise, Twisting vibration, annular space temperature, annular pressure and annular space dielectric property;Second engineering parameter includes:It is bit pressure, torque, curved Square, axial vibration, oscillation crosswise, twisting vibration, annular space temperature, temperature, annular pressure, overpressure, annular space dielectric are special in pipe Dielectric property in property and pipe.
In one embodiment, the first measurement pipe nipple and the second measurement pipe nipple include:First drill collar;Sensing Device is set in first drill collar, is respectively used to measure first engineering parameter or second engineering parameter.
In one embodiment, it further includes:Pressure-bearing casing, is internally provided with the communications cable;First communication adapter, setting It is measured in pipe nipple described first, for connecting described first communications cable for measuring pipe nipple and communication line in the pressure-bearing casing The first end of cable;Second communication adapter is arranged on described second and measures in pipe nipple, and pipe nipple is measured for connecting described second The second end of the communications cable and the communications cable in the pressure-bearing casing.
In one embodiment, the pressure-bearing casing includes:Battery;First communication adapter is additionally operable to connection institute State the first end of the power cable and the power cable of battery described in the pressure-bearing casing of the first measurement pipe nipple;Described second is logical Believe adapter, be additionally operable to connect the power cord of the described second power cable and power supply described in the pressure-bearing casing for measuring pipe nipple The second end of cable.
In one embodiment, it further includes:Second drill collar measures pipe nipple and second measurement for connecting described first Pipe nipple, the pressure-bearing casing are arranged in second drill collar.
In the utility model embodiment, include vibrating class engineering parameter and dielectric property by the first measurement pipe nipple measurement First engineering parameter of class engineering parameter, meanwhile, include vibrating class engineering parameter by the second measurement pipe nipple measurement and dielectric is special Second engineering parameter of property class engineering parameter, the first engineering parameter and the second engineering parameter enrich measurement parameter type, favorably In meet underground working identification to underground survey parameter type the needs of;In addition, the first engineering parameter and the second engineering parameter point It is not obtained by the first measurement pipe nipple and the second measurement pipe nipple measurement, realizes the first measurement pipe nipple and second and measure pipe nipple point Same parameters are not measured on different positions, and then realize the measurement of underground two point multi-parameter so that are measured To the first engineering parameter and the second engineering parameter can be used for identify underground working.
Description of the drawings
Attached drawing described herein is used to provide a further understanding of the present invention, and forms the part of the application, The restriction to the utility model is not formed.In the accompanying drawings:
Fig. 1 is a kind of structure diagram for underground survey device that the utility model embodiment provides.
Specific embodiment
For the purpose of this utility model, technical solution and advantage is more clearly understood, with reference to embodiment and attached Figure, is described in further details the utility model.Here, the exemplary embodiment and its explanation of the utility model are for solving The utility model is released, but is not intended to limit the scope of the present invention.
In the utility model embodiment, a kind of underground survey device is provided, as shown in Figure 1, the device includes:
First measures pipe nipple 100, for measuring the first engineering parameter at the nearly drill bit in underground, the first engineering parameter packet Include vibration class engineering parameter and dielectric property class engineering parameter;
Second measures pipe nipple 200, in the vertical direction, the described first lower section for measuring pipe nipple is set to, relative to described First measures pipe nipple closer to drill bit, for measuring the second engineering parameter at the nearly drill bit in underground, wherein, the second engineering ginseng Number includes vibrating class engineering parameter and dielectric property class engineering parameter, and first engineering parameter and second engineering parameter are used In identification underground working.
As shown in Figure 1 it is found that in the utility model embodiment, include vibrating class engineering by the first measurement pipe nipple measurement First engineering parameter of parameter and dielectric property class engineering parameter, meanwhile, include vibrating class work by the second measurement pipe nipple measurement Second engineering parameter of journey parameter and dielectric property class engineering parameter, the first engineering parameter and the second engineering parameter enrich measurement Parameter type is conducive to meet the needs of underground working identification is to underground survey parameter type;In addition, the first engineering parameter and Two engineering parameters are obtained respectively by the first measurement pipe nipple and the second measurement pipe nipple measurement, realize the first measurement pipe nipple and the Two measurement pipe nipples respectively measure same parameters on different positions, and then realize the survey of underground two point multi-parameter Amount so that the first engineering parameter and the second engineering parameter measured can be used for identifying underground working.
When it is implemented, first engineering parameter can include:Bit pressure, torque, moment of flexure, axial vibration, oscillation crosswise, The nearly drill bit engineering parameter of twisting vibration, annular space temperature, annular pressure and annular space dielectric property etc. 9;The second engineering ginseng Number includes:Bit pressure, torque, moment of flexure, axial vibration, oscillation crosswise, twisting vibration, annular space temperature, temperature in pipe, annular pressure, The nearly drill bit engineering parameter of dielectric property etc. 12 in overpressure, annular space dielectric property and pipe.
When it is implemented, in order to realize the measurement of first engineering parameter and second engineering parameter, in this implementation In example, the first measurement pipe nipple and the second measurement pipe nipple include:First drill collar;Sensor is set to described first In drill collar, it is respectively used to measure first engineering parameter or second engineering parameter.
When it is implemented, in order to realize that described first measures the communication between pipe nipple and the second measurement pipe nipple, at this In embodiment, as shown in Figure 1, further including:Pressure-bearing casing 4, is internally provided with the communications cable;First communication adapter 101, setting It is measured in pipe nipple described first, for connecting described first communications cable for measuring pipe nipple and communication line in the pressure-bearing casing The first end of cable, meanwhile, play the role of sealing;Second communication adapter 201 is arranged on described second and measures in pipe nipple, uses In the second end for connecting described second communications cable and the communications cable in the pressure-bearing casing for measuring pipe nipple, sealing is also functioned to Effect.
When it is implemented, the pressure-bearing casing includes:Battery, the battery are underground high-temperature battery, can be that the first measurement is short Section and second measures pipe nipple offer power supply;First communication adapter 101 is additionally operable to connect the described first electricity for measuring pipe nipple The first end of source cable and the power cable of battery described in the pressure-bearing casing;Second communication adapter 201, is additionally operable to Connect the second end of the described second power cable and the power cable of power supply described in the pressure-bearing casing for measuring pipe nipple.
When it is implemented, pipe nipple and the second measurement pipe nipple are measured in order to protect pressure-bearing casing and connect described first, In the present embodiment, as shown in Figure 1, further including:Second drill collar 3 measures pipe nipple 100 and described second for connecting described first Pipe nipple 200 is measured, the pressure-bearing casing 4 is arranged in second drill collar 3.
When it is implemented, for example, as shown in Figure 1, the first measurement pipe nipple 100 and the second measurement pipe nipple 200 wrap The structure of the second drill collar 3 may be used in the first drill collar included.
When it is implemented, first engineering parameter and second engineering parameter can be used to identify the class of underground working The signal time difference in type, first engineering parameter and second engineering parameter between identical parameters, available for determining underground The position of operating mode or underground working measure pipe nipple and described first with described second and measure the distance of pipe nipple, in favor of quickly identifying The down hole problems such as drilling well well kick, blowout, the down-hole accidents such as monitoring bit wear, drilling well fatigue, drilling well puncture.It for example, can After identifying the type of underground working by first engineering parameter and second engineering parameter, pass through first engineering Bit pressure, torque, moment of flexure, axial vibration, oscillation crosswise, twisting vibration, annular space temperature, ring in parameter and second engineering parameter The signal time difference between the identical nearly drill bit engineering parameter of pneumatics power, annular space dielectric property etc. 9, for example, identical parameters are with bit pressure For, the signal time difference in as described first engineering parameter in bit pressure and second engineering parameter between bit pressure, according to institute State the signal time difference between identical parameters in the first engineering parameter and second engineering parameter, it may be determined that the position of underground working It puts or underground working measures pipe nipple and described first with described second and measures the distance of pipe nipple.
When it is implemented, it is relatively fixed between the first measurement pipe nipple 100 and first communication adapter 101, work Make that relative motion (axial movement and circumferential movement) cannot occur under state.Described first can generally be communicated by positioning pin Adapter 101 is fixed on described first and measures on pipe nipple 100.
It is relatively fixed between the second measurement pipe nipple 200 and second communication adapter 201, it cannot under working condition Relative motion (axial movement and circumferential movement) occurs.Described can generally be consolidated and communication adapter 201 by positioning pin Described second is scheduled on to measure on pipe nipple 200.
First communication adapter 101 and the second communication adapter 201 are all communication adapters, and function is identical, but structure It is different.101 axial direction one end connect pressure-bearing casing, other end sealing or installation sensor.201 axial direction one end connect Pressure-bearing casing, other end sealing either connect measurement while drilling pipe nipple MWD or are directly connect with impulse generator.
In the utility model embodiment, include vibrating class engineering parameter and dielectric property by the first measurement pipe nipple measurement First engineering parameter of class engineering parameter, meanwhile, include vibrating class engineering parameter by the second measurement pipe nipple measurement and dielectric is special Second engineering parameter of property class engineering parameter, the first engineering parameter and the second engineering parameter enrich measurement parameter type, favorably In meet underground working identification to underground survey parameter type the needs of;In addition, the first engineering parameter and the second engineering parameter point It is not obtained by the first measurement pipe nipple and the second measurement pipe nipple measurement, realizes the first measurement pipe nipple and second and measure pipe nipple point Same parameters are not measured on different positions, and then realize the measurement of underground two point multi-parameter so that are measured To the first engineering parameter and the second engineering parameter can be used for identify underground working.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this For the technical staff in field, the utility model embodiment can have various modifications and variations.All spirit in the utility model Within principle, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.

Claims (6)

1. a kind of underground survey device, which is characterized in that including:
First measures pipe nipple, and for measuring the first engineering parameter at the nearly drill bit in underground, first engineering parameter includes vibration Class engineering parameter and dielectric property class engineering parameter;
Second measures pipe nipple, in the vertical direction, is set to the described first lower section for measuring pipe nipple, is measured relative to described first Pipe nipple is closer to drill bit, for measuring the second engineering parameter at the nearly drill bit in underground, wherein, second engineering parameter includes shaking Dynamic class engineering parameter and dielectric property class engineering parameter, first engineering parameter and second engineering parameter are used to identify well Lower operating mode.
2. underground survey device as described in claim 1, which is characterized in that first engineering parameter includes:Bit pressure, torsion Square, moment of flexure, axial vibration, oscillation crosswise, twisting vibration, annular space temperature, annular pressure and annular space dielectric property;
Second engineering parameter includes:Bit pressure, torque, moment of flexure, axial vibration, oscillation crosswise, twisting vibration, annular space temperature, Dielectric property in temperature, annular pressure, overpressure, annular space dielectric property and pipe in pipe.
3. underground survey device as described in claim 1, which is characterized in that described first, which measures pipe nipple and described second, measures Pipe nipple includes:
First drill collar;
Sensor is set in first drill collar, is respectively used to measure first engineering parameter or second engineering ginseng Number.
4. underground survey device as claimed any one in claims 1 to 3, which is characterized in that further include:
Pressure-bearing casing, is internally provided with the communications cable;
First communication adapter is arranged on described first and measures in pipe nipple, for connecting the described first communication line for measuring pipe nipple The first end of cable and the communications cable in the pressure-bearing casing;
Second communication adapter is arranged on described second and measures in pipe nipple, for connecting the described second communication line for measuring pipe nipple The second end of cable and the communications cable in the pressure-bearing casing.
5. underground survey device as claimed in claim 4, which is characterized in that the pressure-bearing casing includes:
Battery;
First communication adapter is additionally operable to connect the described first power cable for measuring pipe nipple and institute in the pressure-bearing casing State the first end of the power cable of battery;
Second communication adapter is additionally operable to connect the described second power cable for measuring pipe nipple and institute in the pressure-bearing casing State the second end of the power cable of power supply.
6. underground survey device as claimed in claim 4, which is characterized in that further include:
Second drill collar measures pipe nipple and the second measurement pipe nipple for connecting described first, and the pressure-bearing casing is arranged on institute It states in the second drill collar.
CN201721254534.2U 2017-09-27 2017-09-27 Underground survey device Active CN207485417U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721254534.2U CN207485417U (en) 2017-09-27 2017-09-27 Underground survey device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721254534.2U CN207485417U (en) 2017-09-27 2017-09-27 Underground survey device

Publications (1)

Publication Number Publication Date
CN207485417U true CN207485417U (en) 2018-06-12

Family

ID=62482699

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721254534.2U Active CN207485417U (en) 2017-09-27 2017-09-27 Underground survey device

Country Status (1)

Country Link
CN (1) CN207485417U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107448187A (en) * 2017-09-27 2017-12-08 中国石油大学(北京) Underground survey device
CN108979625B (en) * 2018-07-24 2021-05-14 中国石油大学(北京) Radial well track measuring device and system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107448187A (en) * 2017-09-27 2017-12-08 中国石油大学(北京) Underground survey device
CN107448187B (en) * 2017-09-27 2023-11-17 中国石油大学(北京) Underground measuring device
CN108979625B (en) * 2018-07-24 2021-05-14 中国石油大学(北京) Radial well track measuring device and system

Similar Documents

Publication Publication Date Title
US11326449B2 (en) Method for determining three-dimensional in-situ stress based on displacement measurement of borehole wall
US8164980B2 (en) Methods and apparatuses for data collection and communication in drill string components
CN103097655B (en) Measure the system and method, the particularly system and method for check borehole final diameter of bore state
US10267136B2 (en) Methods for analyzing and optimizing casing while drilling assemblies
US9091604B2 (en) Apparatus and method for measuring weight and torque at downhole locations while landing, setting, and testing subsea wellhead consumables
EP3055481B1 (en) Method and apparatus for casing thickness estimation
CN106640033A (en) State monitoring method for rotary guiding tool
CN102996120A (en) Detection system for communicated rescue well and accident well based on three electrode system
CN205135607U (en) Novel along with boring position gamma formation of image instrument
CN105298472A (en) Gas cutting early stage monitoring method
CN207485417U (en) Underground survey device
CN102268986A (en) Shaft bottom parameter measuring device
CN204827417U (en) Optical fiber sensor monitors with installation fixing device in pit
CN205605197U (en) Nearly many parameter measurement of drill bit device in pit
CN112780257A (en) Drilling fluid leakage monitoring system and monitoring method based on distributed optical fiber sensing
CN104343437A (en) Hole drilling track measuring device and method based on laser gyroscope
CN106401557B (en) A kind of method of joint test coal seam gas-bearing capacity and the determining effective extraction radius that drills of gas pressure
CN107448187A (en) Underground survey device
CN212272167U (en) While-drilling well leakage prediction and leakage point measurement nipple
CN205477594U (en) Along with boring inclinometer
AU2014370370B2 (en) Top drive movement measurement system and method
CN109386280B (en) System and method for identifying and early warning of while-drilling instrument vibration damage
CN103556981B (en) A kind of drilling construction automatic monitoring system
CN202511966U (en) Body structure of multifunctional underground tool test well
CN212743988U (en) Drilling stratum leak source measuring apparatu

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant