CN2767634Y - Collapse preventing hole enlarger for drilling through soft stratum by horizontal directional drill - Google Patents

Collapse preventing hole enlarger for drilling through soft stratum by horizontal directional drill Download PDF

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Publication number
CN2767634Y
CN2767634Y CN 200420022451 CN200420022451U CN2767634Y CN 2767634 Y CN2767634 Y CN 2767634Y CN 200420022451 CN200420022451 CN 200420022451 CN 200420022451 U CN200420022451 U CN 200420022451U CN 2767634 Y CN2767634 Y CN 2767634Y
Authority
CN
China
Prior art keywords
section
cutting
horizontal directional
segment
directional drill
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 200420022451
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Chinese (zh)
Inventor
吕明纪
赵建平
郓哲庆
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.)
Shanghai Win Market Trenchless Technology And Engineering Co ltd
Original Assignee
Shanghai Win Market Trenchless Technology And Engineering Co 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 Shanghai Win Market Trenchless Technology And Engineering Co ltd filed Critical Shanghai Win Market Trenchless Technology And Engineering Co ltd
Priority to CN 200420022451 priority Critical patent/CN2767634Y/en
Application granted granted Critical
Publication of CN2767634Y publication Critical patent/CN2767634Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a collapse preventing hole enlarger for drilling through soft stratum by a horizontal directional drill, which comprises a drill stem and a body case, wherein the front part of the body case is a cutting section which is a conical surface. The cutting section is distributed with cutting teeth and mud spouts. The utility model is characterized in that the middle part of the body case is a squeezing and enlarging section which is a cylindrical section connected with the bottom of the conical surface of the cutting section and the rear part of the body case is a smearing section which is a cylindrical section connected with the squeezing and enlarging section. The outside diameter of the squeezing and enlarging section is larger than the outside diameter of the smearing section, the mud spouts on the cutting section is parallel to the drill stem and the rear end of the body case is provided with mud spouts. The utility model is mainly suitable for crossing the soft stratum by the horizontal directional drill, and has the advantages that a hole wall can be strengthened and kept in good condition and crossing pipelines can smoothly penetrates through the hole.

Description

Horizontal directional drill passes through broken ground with preventing the landslide reamer
Technical field
The utility model relates to a kind of reamer, and particularly a kind of horizontal directional drill passes through broken ground with preventing the landslide reamer.
Background technology
At present in the horizontal directional drill crossing construction, selecting suitable reamer according to geologic structure is the engineering key of success, and the structure of reamer and size are key factors, normally used reamer mostly relatively is fit to harder geological conditions, and when passing through on some softer stratum, use these traditional reamers,, be unfavorable for the success of passing through because the quality of pore-forming is not good.
Summary of the invention
The purpose of this utility model provides a kind of horizontal directional drill and passes through broken ground with preventing the landslide reamer, solved the mostly relatively more suitable harder geological conditions of reamer in the prior art, and when passing through on some softer stratum, the quality of pore-forming is not good, is unfavorable for the problem of passing through.The utility model design level orientation drills the anti-landslide reamer of broken ground more, the front portion that comprises drilling rod, housing is a segment of cutting, segment of cutting is a conical surface, be distributed with cutting teeth and mud nozzle on the segment of cutting, it is characterized in that: the middle part of housing is squeezed section, squeezed section is a cylindrical section that is connected with segment of cutting conical surface bottom, the rear portion of housing is a smearing compacted section, smearing compacted section be one with squeezed section cylindrical section that is connected, squeezed section external diameter is greater than smearing compacted section, mud nozzle on the segment of cutting is parallel with drilling rod, and the rear end of housing is provided with mud nozzle.The utility model has the advantages that and to play the reinforcement reinforcement effect to hole wall, guarantee the intact of hole wall, the pipeline that passes through can be passed from the hole smoothly.
Description of drawings
Below in conjunction with drawings and Examples the utility model is elaborated,
Accompanying drawing is a structural representation of the present utility model,
The specific embodiment
Comprise drilling rod 1 among the figure, the front portion of housing 2 is a segment of cutting 3, segment of cutting 3 is a conical surface, be distributed with cutting teeth 4 and mud nozzle 5 on the segment of cutting 3, it is characterized in that: the middle part of housing 2 is squeezed section 6, squeezed section 6 is a cylindrical section that is connected with segment of cutting 3 conical surfaces bottom, the rear portion of housing 2 is a smearing compacted section 7, smearing compacted section 7 be one with squeezed section 6 cylindrical section that is connected, squeezed section 6 external diameter is greater than smearing compacted section 7, and squeezed section 6 external diameter is bigger, plays the effect in squeezed duct, the external diameter of smearing compacted section 7 is less, play steady hole and smear real hole wall, the mud nozzle 5 on the segment of cutting 3 is parallel with drilling rod 1, and having reduced forming is the destruction of hole wall, the rear end of housing 2 is provided with mud nozzle 8, increased the speed of mud flow, be beneficial to the earth in the hole carry portal outside, reduced the pulling force in time hauling pipe road simultaneously.Adopted said structure, made reamer play the reinforcement reinforcement effect, guaranteed the intact of hole wall, the pipeline that passes through can be passed from the hole smoothly hole wall.

Claims (3)

1, horizontal directional drill passes through broken ground with preventing the landslide reamer, the front portion that comprises drilling rod, housing is a segment of cutting, segment of cutting is a conical surface, be distributed with cutting teeth and mud nozzle on the segment of cutting, it is characterized in that: the middle part of housing is squeezed section, and squeezed section is a cylindrical section that is connected with segment of cutting conical surface bottom, and the rear portion of housing is a smearing compacted section, smearing compacted section be one with squeezed section cylindrical section that is connected, squeezed section external diameter is greater than smearing compacted section.
2, horizontal directional drill according to claim 1 passes through broken ground with preventing the landslide reamer, and it is characterized in that: the mud nozzle on the segment of cutting is parallel with drilling rod.
3, horizontal directional drill according to claim 1 passes through broken ground with preventing the landslide reamer, and it is characterized in that: the rear end of housing is provided with mud nozzle.
CN 200420022451 2004-04-30 2004-04-30 Collapse preventing hole enlarger for drilling through soft stratum by horizontal directional drill Expired - Fee Related CN2767634Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200420022451 CN2767634Y (en) 2004-04-30 2004-04-30 Collapse preventing hole enlarger for drilling through soft stratum by horizontal directional drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200420022451 CN2767634Y (en) 2004-04-30 2004-04-30 Collapse preventing hole enlarger for drilling through soft stratum by horizontal directional drill

Publications (1)

Publication Number Publication Date
CN2767634Y true CN2767634Y (en) 2006-03-29

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200420022451 Expired - Fee Related CN2767634Y (en) 2004-04-30 2004-04-30 Collapse preventing hole enlarger for drilling through soft stratum by horizontal directional drill

Country Status (1)

Country Link
CN (1) CN2767634Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102080502A (en) * 2011-02-25 2011-06-01 马喜 Sediment pulling device of non-excavated guide driller
CN102505918A (en) * 2011-11-09 2012-06-20 西南石油大学 Rotary dragging reaming device
CN101158270B (en) * 2007-11-19 2012-06-27 上海煤气第二管线工程有限公司 Prime hole reverse pushing construction method in horizontal orienting drilling and prime hole reverse pushing device
CN103527093A (en) * 2013-10-25 2014-01-22 武汉地网非开挖科技有限公司 Jet-suction type reverse-circulation reamer for crossing of horizontal directional drilling
CN104234628A (en) * 2014-09-09 2014-12-24 无锡中地地质装备有限公司 Geological exploration reamer

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101158270B (en) * 2007-11-19 2012-06-27 上海煤气第二管线工程有限公司 Prime hole reverse pushing construction method in horizontal orienting drilling and prime hole reverse pushing device
CN102080502A (en) * 2011-02-25 2011-06-01 马喜 Sediment pulling device of non-excavated guide driller
CN102505918A (en) * 2011-11-09 2012-06-20 西南石油大学 Rotary dragging reaming device
CN103527093A (en) * 2013-10-25 2014-01-22 武汉地网非开挖科技有限公司 Jet-suction type reverse-circulation reamer for crossing of horizontal directional drilling
CN103527093B (en) * 2013-10-25 2015-07-22 武汉中地管通非开挖科技有限公司 Jet-suction type reverse-circulation reamer for crossing of horizontal directional drilling
CN104234628A (en) * 2014-09-09 2014-12-24 无锡中地地质装备有限公司 Geological exploration reamer

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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: 20060329

Termination date: 20130430