CN103573196A - Project drill pipe fastening connection method and device - Google Patents
Project drill pipe fastening connection method and device Download PDFInfo
- Publication number
- CN103573196A CN103573196A CN201210258851.7A CN201210258851A CN103573196A CN 103573196 A CN103573196 A CN 103573196A CN 201210258851 A CN201210258851 A CN 201210258851A CN 103573196 A CN103573196 A CN 103573196A
- Authority
- CN
- China
- Prior art keywords
- drilling rod
- lower contact
- rotation
- connection
- drill pipe
- 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.)
- Pending
Links
Images
Landscapes
- Earth Drilling (AREA)
Abstract
The invention relates to a fastening project drill pipe connection method and device. The method includes the following steps that a steel pipe drill pipe penetrates and is inserted into an upper connector and a lower connector; the upper connector is embedded into the lower connector, a drill pipe connecting cap is connected with the lower connector in a rotation and sealing mode through a clamping groove and locked through a top device, and connection positions between the steel pipe drill pipe and the upper connector and between the steel pipe drill pipe and the lower connector are welded and sealed. Due to the fact that hexagonal rotation is adopted, the drill pipe adopts a double-end square-tooth reversed screw thread fastening connection construction process, the defects in products produced through the three methods in the existing markets are overcome, a plurality of primary technical indexes such as sealing performance, perpendicularity and abrasion resistance meet the designing requirements, and a problem in rotation drilling rig construction is solved.
Description
Technical field
The present invention relates to a kind of engineering the drilling construction drilling rod coupling arrangement, be specially adapted to the drilling rod method of attachment of fastening type engineering and the device of the aspects such as bridge pier, harbour, road, subway well head, super highrise building pile foundation construction and urban construction.
Background technology
Engineering rotary rig drilling rod connecting mode that at present China produces is more general following three kinds of modes: 1, flange connect mode, in construction, deposit that labor intensive is large, work efficiency is low, bolt consumption is large, and cost of labor expense is high, meet bad ground drilling construction, bolt is easily cut off.2, six side's clip type movable connecting modes, exist in construction that gap is large, sealing, up rightness, the defect such as wear no resistance, and are prone to the inclined to one side hole of inclined hole, and scarfing cinder difficulty at the bottom of hole, affects pile quality, and application life is short.3, screw thread connecting mode, in construction, existing can only be clockwise, can not reverse, and meets silt and infiltrates inconvenient, antitorque, the anti-rock stratum of upper and lower drilling rod poor performance, affects construction speed.
The above three kinds of connecting mode, once repeatedly implemented solution, but eventually because labour intensity is large, energy and material consumption, the cost such as artificial is difficult to reduce, quality safety index is difficult to control, just bored pile foundation detection of construction quality standard is high at present, require, under rigorous condition, to can not meet the requirement of present construction technology quality specifications.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of Novel engineering drilling rod tight joint method and apparatus.
For solving the problems of the technologies described above, the present invention realizes as follows: a kind of fastening engineering drilling rod coupling method and device, comprise the following steps: steel pipe drilling rod is penetrated and is inserted in top connection and lower contact;
After described top connection cover is embedded in described lower contact, and drilling rod connected to cap by draw-in groove, rotate airtight connection with described lower contact, top arrangement is locked;
Welded seal is carried out in junction in described steel pipe drilling rod and described top connection, described lower contact.
Good effect of the present invention is: because the present invention has adopted six side's jar rods, adopt the design technology form of construction work of the anti-silk of double end side's teeth tight joint, in service in construction,, sealing stable through practice assessment drilling rod repeatedly, Vertical performance are good; Antitorque, anti-performances of rock is strong, and work efficiency improves; Pore-forming is by detection, and hole wall is balanced, at the bottom of hole without sediment, without inclined hole, the defect such as hole partially, successful, reach and improve hole quality technical indicator, having solved at present the product Shortcomings of three kinds of drilling rod connecting modes in sum, and a great problem that exists in construction of rotary rig.
Accompanying drawing explanation
Fig. 1 is that top connection of the present invention connects with drilling rod the structural representation that cap is connected;
Fig. 2 is lower contact of the present invention and the structural representation being connected of steel pipe drilling rod
Fig. 3 is the structural representation that drilling rod of the present invention connects cap
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
As shown in the figure, the CGH fastening type engineering lever coupling head that one embodiment of the invention provides, comprises that top connection 1, lower contact 2 and drilling rod connect cap 3.
Top connection 1 is circular ring structure, at 2/3 place of annulus, is provided with external hexagonal structure; Bulge loop 6 places, annulus upper end are provided with upper-lower seal groove 5, and annulus lower end scrobicular ring 7 is guider ring; This form of structure is that six sides rotate while making top connection 1 rotation, more flexible.
It is circular ring structure that drilling rod connects cap 3, and circle ring inner wall diameter is identical with lower contact outer diameter, is provided with the anti-silk rotation of double end side's tooth screw thread 8 in the inwall of drilling rod connection cap 3, makes drilling rod connect cap 3 and can be rotatably connected with lower contact 2.The outer wall that drilling rod connects cap 3 is provided with draw-in groove 4, and top is provided with locking device 9.Upper street corner 1 connects rotation, rotation with lower contact 2 six sides, airtight connection place is also provided with sealing ring.
Using method, penetrates steel pipe drilling rod 10 to be inserted in top connection 1 and lower contact 2, after top connection 1 cover is embedded in lower contact 2, and drilling rod connected to cap 3 by draw-in groove 4, rotate airtight connections with lower contact 2, top arrangement is locked.In steel pipe drilling rod 10 and the junction of top connection 1, lower contact 2, carry out welded seal.
Good effect of the present invention is:
Safety index: because adopting tight joint mode in construction, the stability that has improved drilling rod rotation adds locking mechanism is set, commonly in construction fall, de-drilling rod and bury drills phenomenon controlled, greatly reduce construction accident and potential safety hazard.
Quality index: because of good airproof performance, in drilling construction, mud can flow directly to subdrilling head place, hole, make that hole wall is balanced, at the bottom of hole without sediment, without defects such as inclined hole are partially empty, technical indicator is improved at all, has guaranteed pore-forming quality.
Construction index: double end screw thread and the upper and lower drilling rod of connection are easy, and six side's planes of rotation are large, improved antitorque, anti-rock ability, joint fit sealing, mud smoothness, save the boring clear hole engineering time.
Economic indicator: because efficiency of construction improves, reduce by 15% through expenses such as the measuring and calculating energy and manpowers, because the technology mode connecting changes, strengthened mar proof, improve 50% application life of this product;
Because CGH fastening type engineering drilling rod coupling head product adopts tight joint technology mode, in the face of now construction, drilling pouring pile hole construction technology quality inspection standard high, require under rigorous condition, the fastening Novel drill rod coupling head of CGH research and development of products is born, and will be the first-selected product of this construction field.
Claims (5)
1. a fastening engineering drilling rod coupling method, is characterized in that, comprises the following steps:
Steel pipe drilling rod is penetrated and is inserted in top connection and lower contact;
After described top connection cover is embedded in described lower contact, and drilling rod connected to cap by draw-in groove, rotate airtight connection with described lower contact, top arrangement is locked;
Welded seal is carried out in junction in described steel pipe drilling rod and described top connection, described lower contact.
2. a fastening engineering drilling rod coupling arrangement, is characterized in that, comprises that drilling rod connects cap, top connection and lower contact; It is circular ring structure that described drilling rod connects cap, and circle ring inner wall is provided with the anti-silk rotation of double end side's tooth screw thread, and top is provided with locking device; Described top connection is circular ring structure, at 2/3 place of annulus, is provided with external hexagonal structure; Bulge loop place, annulus upper end is provided with upper-lower seal groove, and annulus lower end scrobicular ring is guide ring; Described lower contact is circular ring structure, and circle ring inner wall place is provided with inscribed hexagon, the connection that matches with described top connection hexagon, and annulus outer wall is provided with the anti-silk rotation of double end side's tooth screw thread, connects cap inner thread to coordinating connection with described drilling rod.
3. fastening engineering drilling rod coupling arrangement as claimed in claim 1, is characterized in that, described drilling rod connects crown portion and is provided with locking device.
4. fastening engineering drilling rod coupling arrangement as claimed in claim 2, is characterized in that, described drilling rod connects cap and connects by rotation screw thread rotation with described lower contact.
5. fastening engineering drilling rod coupling arrangement as claimed in claim 3, is characterized in that, described top connection connects rotation, rotation, airtight connection place and is also provided with sealing ring with described lower contact six sides.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210258851.7A CN103573196A (en) | 2012-07-25 | 2012-07-25 | Project drill pipe fastening connection method and device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210258851.7A CN103573196A (en) | 2012-07-25 | 2012-07-25 | Project drill pipe fastening connection method and device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN103573196A true CN103573196A (en) | 2014-02-12 |
Family
ID=50045839
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201210258851.7A Pending CN103573196A (en) | 2012-07-25 | 2012-07-25 | Project drill pipe fastening connection method and device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103573196A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104197973A (en) * | 2014-08-17 | 2014-12-10 | 成都国光电子仪表有限责任公司 | Easy-to-install sealing piece for fuel gas test terminal outgoing line hole |
CN104948121A (en) * | 2015-07-02 | 2015-09-30 | 江苏和信石油机械有限公司 | Threaded connector of radial and axial double-locking ocean drill rod |
CN113123729A (en) * | 2021-05-14 | 2021-07-16 | 城地建设集团有限公司 | Slot type drill rod rapid butt joint device and using method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2179455Y (en) * | 1993-12-06 | 1994-10-12 | 山东省地质探矿机械厂 | Plug-in drill rod joint |
CN2205868Y (en) * | 1993-11-06 | 1995-08-23 | 薛铭 | Jointing device for drilling rod |
US5732775A (en) * | 1996-08-20 | 1998-03-31 | Bestline Liner Systems, Inc. | Multiple casing segment cementing system |
CN101701511A (en) * | 2009-09-29 | 2010-05-05 | 山东墨龙石油机械股份有限公司 | Sucker rod anti-tripping connecting device and manufacturing method thereof |
CN101906942A (en) * | 2010-07-29 | 2010-12-08 | 四川宏华石油设备有限公司 | Pipe connector |
CN202810683U (en) * | 2012-07-25 | 2013-03-20 | 蔡国辉 | Fastening connector for engineering drill pipe |
-
2012
- 2012-07-25 CN CN201210258851.7A patent/CN103573196A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2205868Y (en) * | 1993-11-06 | 1995-08-23 | 薛铭 | Jointing device for drilling rod |
CN2179455Y (en) * | 1993-12-06 | 1994-10-12 | 山东省地质探矿机械厂 | Plug-in drill rod joint |
US5732775A (en) * | 1996-08-20 | 1998-03-31 | Bestline Liner Systems, Inc. | Multiple casing segment cementing system |
CN101701511A (en) * | 2009-09-29 | 2010-05-05 | 山东墨龙石油机械股份有限公司 | Sucker rod anti-tripping connecting device and manufacturing method thereof |
CN101906942A (en) * | 2010-07-29 | 2010-12-08 | 四川宏华石油设备有限公司 | Pipe connector |
CN202810683U (en) * | 2012-07-25 | 2013-03-20 | 蔡国辉 | Fastening connector for engineering drill pipe |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104197973A (en) * | 2014-08-17 | 2014-12-10 | 成都国光电子仪表有限责任公司 | Easy-to-install sealing piece for fuel gas test terminal outgoing line hole |
CN104948121A (en) * | 2015-07-02 | 2015-09-30 | 江苏和信石油机械有限公司 | Threaded connector of radial and axial double-locking ocean drill rod |
CN113123729A (en) * | 2021-05-14 | 2021-07-16 | 城地建设集团有限公司 | Slot type drill rod rapid butt joint device and using method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101190743B (en) | Carbon dioxide geological sequestration method based on mixed fluid self-detaching | |
CN103924945B (en) | The high-pressure slip-casting technique of rich water weathering fissures rock stratum under the Moderate and Thick Unconsolidated Formation of colliery | |
CN204080817U (en) | A kind of novel dual spindle soil-cement agitation pile device changing whitewashing up and down | |
WO2012162908A1 (en) | Method for preventing shield casing catching due to too large frictional resistance in earth pressure balance shield | |
CN103835723B (en) | Pit shaft passes through the comprehensive pre-administering method on stratum, goaf | |
CN102877857B (en) | Deep hole pre-grouting top plate reinforcement method for large-mining height working face under special geological conditions | |
CN107729700A (en) | Parameter determination method for coal seam gas extraction drilling, slotting and sealing | |
CN202810680U (en) | Well drilling combination device using double-wall drill pipe | |
CN101787698A (en) | Anti-corrosion inclusion bored concrete pile used for saline soil foundation and construction method thereof | |
CN102561950A (en) | Process for realizing grouting consolidation for aggregates filled in cavities of strata and jetting drill bit | |
CN103573196A (en) | Project drill pipe fastening connection method and device | |
CN201627590U (en) | Water-proof and slurry-stopping device for leading top pipe to enter into mouth of cave | |
CN203808914U (en) | Concentric double-pipe gas injection wellhead device | |
CN102425388A (en) | Slag salvaging cylindrical drill for drilled pile | |
CN202450505U (en) | Base processing system in lava areas | |
CN202810683U (en) | Fastening connector for engineering drill pipe | |
CN106640159A (en) | Connecting sleeve sealing structure for self-drilling type hollow grouting anchors | |
CN201696048U (en) | Coal seam gob fracture zone water-injection observation system | |
CN102877881B (en) | Supporting device used for hydrofracture hole-sealing capsule | |
CN205876182U (en) | Drilling equipment of building square cross -section pile foundation | |
CN202170778U (en) | Even-pressure super-long grouting pipe capable of refluxing | |
CN201627585U (en) | Grout stopping device for large pipe shed | |
CN202187735U (en) | Bored pile tubular drill for fishing residue | |
CN212054483U (en) | Integrated drilling machine for deep hole grouting reinforcement of water-rich pebble layer connection channel | |
CN210343240U (en) | Waterproof sealing type long spiral drill bit for CFG pile construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140212 |
|
RJ01 | Rejection of invention patent application after publication |