CN203257373U - Automatic grouting float collar - Google Patents

Automatic grouting float collar Download PDF

Info

Publication number
CN203257373U
CN203257373U CN 201320324677 CN201320324677U CN203257373U CN 203257373 U CN203257373 U CN 203257373U CN 201320324677 CN201320324677 CN 201320324677 CN 201320324677 U CN201320324677 U CN 201320324677U CN 203257373 U CN203257373 U CN 203257373U
Authority
CN
China
Prior art keywords
float collar
bearing ring
retainer ring
automatic grouting
valve cover
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
CN 201320324677
Other languages
Chinese (zh)
Inventor
刘丙宣
孔祥燕
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 201320324677 priority Critical patent/CN203257373U/en
Application granted granted Critical
Publication of CN203257373U publication Critical patent/CN203257373U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The utility model relates to an automatic grouting float collar. The automatic grouting float collar comprises an outer barrel, a bearing ring, a valve cover and a plastic blocking pipe, wherein two arc convex blocks are arranged in the inner wall of the outer barrel and symmetrically arranged in the inner wall of the outer barrel, the bearing ring is clamped on the arc convex blocks, a through hole in the center of the bearing ring is shaped like a funnel, the upper end of the plastic blocking pipe is inserted into the bearing ring, the valve cover is arranged at the bottom of the bearing ring, one end of the valve cover is connected with the arc convex blocks in a rotary mode through a small shaft, the other end of the valve cover is an upwards protruding hemispheroid, the hemispheroid abuts against the plastic blocking pipe and is matched with a lower end port of the central through hole of the bearing ring, and an upwards inclined spring is installed between the valve cover and the outer barrel. The automatic grouting float collar is simple in structure, good in well cementation quality, can achieve the switchover between self-grouting and reverse sealing, can operate continuously, and reduces failure accidents.

Description

The automatic grouting float collar
Technical field:
The utility model relates to the instrument that uses in the cementing well operation in the petroleum works, what be specifically related to is the automatic grouting float collar.
Background technology:
Float collar is a key tool of bunch tube and well cementing process, and float collar is contained on the guide shoe, and in the setting of casing process, the back pressure valve of conventional float collar is in closed condition, has played the effect that the intraluminal fluid post is emptied.Be the balance pipe external and internal pressure, will in pipe, pour into mud.The float collar enclosure in the casing and cementing use procedure, find employed automatic grouting float collar structure and processing technology more complicated, and cost is higher, owing to will be inlayed the structures such as sleeve bushing, the float collar internal diameter is less than casing inner diameter, resistance was large when mud passed through, and flow is little, and the float collar weight ratio is heavier.After cementing, oppositely the back pressure sealing performance is unreliable, causes easily cement paste to return in the well, and cement plug is too high, and the fully packing of outside annular space has a strong impact on cementing quality.
Summary of the invention:
The purpose of this utility model provides the automatic grouting float collar, and it is used for solving existing automatic grouting float collar complex structure, the problem that cementing quality is bad.
The technical scheme that its technical problem that solves the utility model adopts is: this automatic grouting float collar is made of urceolus, retainer ring, valve gap, plastics gear pipe, outer tube inner wall is with two arc bumps, two arc bumps are symmetricly set in the outer tube inner wall, retainer ring is stuck on the arc bump, the retainer ring central through hole is funnel-form, and insert in the retainer ring plastics gear pipe upper end; The bottom of retainer ring is provided with valve gap, one end and the arc bump of valve gap are rotationally connected by little axle, the other end of valve gap is for upwards swelling hemispherical body, this hemisphere withstands on the plastics gear pipe, this hemisphere matches with retainer ring central through hole lower port, and acclivitous spring is installed between valve gap and the urceolus.
The utlity model has following beneficial effect:
The utility model is simple in structure, and cementing quality is good, can realize can working continuously from the conversion of filling and reverse sealing, reduces the generation of failure accidents.
Description of drawings
Fig. 1 is structural representation of the present utility model.
1 urceolus, 2 retainer rings, 3 valve gaps, 4 plastics gear pipe, 5 arc bumps, 6 central through holes, 7 springs.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further:
As shown in Figure 1, this automatic grouting float collar is made of urceolus 1, retainer ring 2, valve gap 3, plastics gear pipe 4, urceolus 1 inwall is with two arc bumps 5, two arc bumps 5 are symmetricly set in urceolus 1 inwall, retainer ring 2 is stuck on the arc bump 5, retainer ring central through hole 6 is funnel-form, and plastics gear pipe 4 upper end jam-packs are in retainer ring 2; The bottom of retainer ring 2 is provided with valve gap 3, one end (valve rod) of valve gap 3 is rotationally connected by little axle with arc bump 5, the other end of valve gap 3 is for upwards swelling hemispherical body, this hemisphere is against on the plastics gear pipe 4, this hemisphere matches with retainer ring central through hole 6 lower port, acclivitous spring 7 is installed between the valve rod of valve gap 3 and the urceolus 1, spring is compressed between valve rod and the urceolus 1, after plastics gear pipe 4 was sprained, valve gap 3 sealed the central through hole 6 of retainer ring under the effect of spring 7.
During the utility model work, upper end and the sleeve pipe of urceolus 1 join, and the lower end of urceolus 1 is connected on the guide shoe of bunch tube bottom.An effect of the present utility model is by automatic grouting so that drilling fluid alleviates the buoyancy of sleeve pipe, and resistance reduces, head of liquid and the mutual balance of annular space head of liquid in the sleeve pipe, thus sleeve pipe is promptly under the lower going-into-well.Another effect of the present utility model is the effect of playing ball-and-seat when valve gap 3 is closed, prevents that cement paste from flowing backward in the sleeve pipe.
In the setting of casing process, mud enters in the sleeve pipe by plastics gear pipe 4 inner ducts, and then finish automatic grouting, when sleeve pipe continues to come downwards to the well appointed part, copper ball is fed in the sleeve pipe, this moment the turn on pump circulating mud, copper ball is constantly descending by the pressure of deadweight and circulating fluid, stop up the outlet (port) of flowing when copper ball comes downwards to plastics gear pipe 4 upper port places, in sleeve pipe, form the pressure of spraining, increase gradually when the cover overpressure until plastics gear pipe 4 is sprained, spring 7 is pressurized no longer, valve gap 3 is upspringed top lifting to central through hole 6 places of retainer ring, and central through hole 6 sealings with retainer ring namely return to the ball-and-seat state.Prepare immediately to inject cement slurry cementing, cement paste is injected into valve gap 3 places by inside pipe casing, effect by pressure so that valve gap 3 open, cement paste by float collar by the annular space that flows to jacket exterior in the sleeve pipe, cement paste constantly rises to the assigned address of engine request, bruising, cement paste injects complete, the annular space pressure of jacket exterior is higher than the cover overpressure, impel float collar again to get back to closed condition, with in the sleeve pipe with the outer packing of sleeve pipe, cement paste can only rest on the outer annular space of sleeve pipe can not flow backward to inside pipe casing, this moment, well cementation finished.

Claims (1)

1. automatic grouting float collar, it is characterized in that: this automatic grouting float collar is made of urceolus (1), retainer ring (2), valve gap (3), plastics gear pipes (4), urceolus (1) inwall is with two arc bumps (5), two arc bumps (5) are symmetricly set in urceolus (1) inwall, retainer ring (2) is stuck on the arc bump (5), retainer ring central through hole (6) is funnel-form, and insert in the retainer ring plastics gear pipes (4) upper end; The bottom of retainer ring (2) is provided with valve gap (3), one end of valve gap (3) and arc bump (5) are rotationally connected by little axle, the other end of valve gap (3) is for upwards swelling hemispherical body, this hemisphere withstands on the plastics gear pipes (4), this hemisphere matches with retainer ring central through hole (6) lower port, between valve gap (3) and the urceolus (1) acclivitous spring (7) is installed.
CN 201320324677 2013-05-30 2013-05-30 Automatic grouting float collar Expired - Fee Related CN203257373U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320324677 CN203257373U (en) 2013-05-30 2013-05-30 Automatic grouting float collar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320324677 CN203257373U (en) 2013-05-30 2013-05-30 Automatic grouting float collar

Publications (1)

Publication Number Publication Date
CN203257373U true CN203257373U (en) 2013-10-30

Family

ID=49469950

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320324677 Expired - Fee Related CN203257373U (en) 2013-05-30 2013-05-30 Automatic grouting float collar

Country Status (1)

Country Link
CN (1) CN203257373U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006734A (en) * 2021-03-22 2021-06-22 中国石油天然气集团有限公司 Ball-throwing type floating ball type self-grouting float collar and continuous uninterrupted casing running method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006734A (en) * 2021-03-22 2021-06-22 中国石油天然气集团有限公司 Ball-throwing type floating ball type self-grouting float collar and continuous uninterrupted casing running method

Similar Documents

Publication Publication Date Title
CN201031662Y (en) Down-hole controllable type boring tool by-pass valve
CN108119091A (en) Well cementation and completion pipe string and method
CN204327042U (en) Cementing plug bruising positioner
CN204754865U (en) Ball seat bumps and presses seat combination tool for well cementation
CN101949274A (en) Casing shut-in valve for cementing operation
CN204040997U (en) From grouting floating hoop float shoe
CN202064887U (en) Balanced cement plug bumping device
CN202055797U (en) Whole-course self-filling extruding type floating hoop with rubber plug
CN203257373U (en) Automatic grouting float collar
CN202914024U (en) Float collar
CN103527138B (en) The special float collar float shoe device of horizontal well
CN203756117U (en) Self-grouting rotational flow float collar
CN204827363U (en) It closes closed float collar to bump to press
CN108086941A (en) Selective cementing unit
CN202946101U (en) Self-closing hole non-drilling type hydraulic pressure classification hoop
CN108119093A (en) Well cementation casing automatic grouting equipment
CN204782852U (en) Anti - well washing device is pressed in crowded water injection mud area
CN205047188U (en) Deblocking packer can be sealed by repeated seat to motion of non - tubular column
CN201024980Y (en) An oil field well fixing and self irrigation collision assembly
CN201024988Y (en) An overflow leakage flowing ball base
CN201050329Y (en) Well mouth pressure testing packer
CN103527139B (en) Drillable metal casing float collar float shoe device
CN106437546B (en) A kind of hydraulic-controlled tap for pipe cleaning sand washing process
CN102808604B (en) Pressure break high pressure packing filling body
CN202544789U (en) While-drilling jar

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131030

Termination date: 20140530