CN203515554U - Damping device special for underground measuring instrument - Google Patents

Damping device special for underground measuring instrument Download PDF

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Publication number
CN203515554U
CN203515554U CN201320661381.9U CN201320661381U CN203515554U CN 203515554 U CN203515554 U CN 203515554U CN 201320661381 U CN201320661381 U CN 201320661381U CN 203515554 U CN203515554 U CN 203515554U
Authority
CN
China
Prior art keywords
damping
shell
measuring instrument
joint
damping device
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
Application number
CN201320661381.9U
Other languages
Chinese (zh)
Inventor
闫新庆
闫雷
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.)
SHANDONG DIRUIKESEN ENERGY TECHNOLOGY CO., LTD.
Original Assignee
Dongying City Ground Rui Kesen Petrotechnik Ltd
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 Dongying City Ground Rui Kesen Petrotechnik Ltd filed Critical Dongying City Ground Rui Kesen Petrotechnik Ltd
Priority to CN201320661381.9U priority Critical patent/CN203515554U/en
Application granted granted Critical
Publication of CN203515554U publication Critical patent/CN203515554U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a measuring instrument damping device, in particular to a damping device special for an underground measuring instrument. The technical scheme includes that the damping device comprises a transition joint, a damping rod, a colloid fixing cavity, a shell, a ring, a joint, a damping cavity and colloidal silica, the damping rod is movably connected with the transition joint, the ring in threaded connection with the shell is arranged on the outer surface of the damping rod, an outer end portion of the shell is movably connected with the joint, the damping cavity is formed between the shell and the damping rod, and the colloidal silica is arranged in the damping cavity. The damping device has the advantages that the damping device is simple in structure, reasonable in design and capable of increasing working time of the measuring instrument, and lowering of cost is realized; the damping device is more convenient in underground use and good in damping effect.

Description

Underground measuring instrument shock absorbing device special
Technical field
The utility model relates to a kind of measuring instrument damping device, particularly a kind of underground measuring instrument shock absorbing device special.
Background technology
At present, underground measuring instrument easily produces vibrations in the course of the work, the vibrations that produce due to the variety of issue of the initiations such as complicated geology, mud, tubing string like this shake instrument battery, sensor or pulser etc. in the course of the work, these vibrations easily affect the application life of underground measuring instrument, also affect accuracy of measurement, thereby the normal work of impact, increases cost of production.
Summary of the invention
The purpose of this utility model is exactly in view of the foregoing defects the prior art has, and a kind of underground measuring instrument shock absorbing device special is provided.
Its technical scheme is: comprise transit joint, decoupling rod, colloid lock chamber, shell, circle, joint, damping cavity, colloidal silica, described decoupling rod is flexibly connected with transit joint, the external surface of decoupling rod is provided with the circle being connected with outer casing screw, the outer end of shell is flexibly connected with joint, between shell and decoupling rod, form damping cavity, in damping cavity, be provided with colloidal silica.
Above-mentioned decoupling rod is threaded with transit joint, and forms colloid lock chamber between transit joint and the end of decoupling rod.
The beneficial effects of the utility model are: of the present utility model simple in structure, reasonable in design, and can make the working time of measuring instrument extend, thereby realize, reduce costs; In addition, the utility model is used convenient in down-hole, good damping effect.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present utility model;
In upper figure: transit joint 1, decoupling rod 2, colloid lock chamber 3, shell 4, circle 5, joint 6, damping cavity 7, colloidal silica 8.
The specific embodiment
By reference to the accompanying drawings 1, the utility model will be further described:
The utility model comprises transit joint 1, decoupling rod 2, colloid lock chamber 3, shell 4, circle 5, joint 6, damping cavity 7, colloidal silica 8, described decoupling rod 2 is threaded with transit joint 1, and form colloid lock chamber 3, the external surface of decoupling rod 2 is provided with the circle 5 being threaded with shell 4, the outer end of shell 4 is threaded with joint 6, between shell 4 and decoupling rod 2, form damping cavity 7, in damping cavity 7, be provided with colloidal silica 8.
Of the present utility model simple in structure, reasonable in design, can make the working time of measuring instrument extend, thereby realize, reduce costs; In addition, the utility model is used convenient in down-hole, good damping effect.

Claims (2)

1. a underground measuring instrument shock absorbing device special, it is characterized in that: comprise transit joint (1), decoupling rod (2), colloid lock chamber (3), shell (4), circle (5), joint (6), damping cavity (7), colloidal silica (8), described decoupling rod (2) is flexibly connected with transit joint (1), the external surface of decoupling rod (2) is provided with the circle (5) being threaded with shell (4), the outer end of shell (4) is flexibly connected with joint (6), between shell (4) and decoupling rod (2), form damping cavity (7), in damping cavity (7), be provided with colloidal silica (8).
2. underground measuring instrument shock absorbing device special according to claim 1, is characterized in that: described decoupling rod (2) is threaded with transit joint (1), and forms colloid lock chamber (3) between transit joint (1) and the end of decoupling rod (2).
CN201320661381.9U 2013-10-25 2013-10-25 Damping device special for underground measuring instrument Expired - Fee Related CN203515554U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320661381.9U CN203515554U (en) 2013-10-25 2013-10-25 Damping device special for underground measuring instrument

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320661381.9U CN203515554U (en) 2013-10-25 2013-10-25 Damping device special for underground measuring instrument

Publications (1)

Publication Number Publication Date
CN203515554U true CN203515554U (en) 2014-04-02

Family

ID=50374501

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320661381.9U Expired - Fee Related CN203515554U (en) 2013-10-25 2013-10-25 Damping device special for underground measuring instrument

Country Status (1)

Country Link
CN (1) CN203515554U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105973196A (en) * 2016-07-15 2016-09-28 吴义坡 Elevation measurement device of coal mine shaft

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105973196A (en) * 2016-07-15 2016-09-28 吴义坡 Elevation measurement device of coal mine shaft

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: SHANDONG DIRUI KESEN ENERGY TECHNOLOGY CO., LTD.

Free format text: FORMER NAME: DONGYING DIRUIKS PETROLEUM TECHNOLOGY CO., LTD.

CP03 Change of name, title or address

Address after: 257000, Dongying Dongying Development Zone, Shandong, East eight road and the Yellow River Road intersection, six district E type 3 East households

Patentee after: SHANDONG DIRUIKESEN ENERGY TECHNOLOGY CO., LTD.

Address before: 257000 No. 5, Liuzhou Road, Dongying District, Shandong, Dongying

Patentee before: Dongying City ground Rui Kesen Petrotechnik Ltd.

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: 20140402

Termination date: 20161025