CN106761403A - 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom - Google Patents

90 ° of methods of drilling are carried out in a kind of space limited at beam bottom Download PDF

Info

Publication number
CN106761403A
CN106761403A CN201611211315.6A CN201611211315A CN106761403A CN 106761403 A CN106761403 A CN 106761403A CN 201611211315 A CN201611211315 A CN 201611211315A CN 106761403 A CN106761403 A CN 106761403A
Authority
CN
China
Prior art keywords
drilling
power transmission
transmission shaft
motor
flexible axle
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
Application number
CN201611211315.6A
Other languages
Chinese (zh)
Inventor
张馨
陈历珊
杨志国
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 Railway 18th Bureau Group Co Ltd
Original Assignee
China Railway 18th Bureau Group 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 China Railway 18th Bureau Group Co Ltd filed Critical China Railway 18th Bureau Group Co Ltd
Priority to CN201611211315.6A priority Critical patent/CN106761403A/en
Publication of CN106761403A publication Critical patent/CN106761403A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/04Directional drilling
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B3/00Rotary drilling
    • E21B3/02Surface drives for rotary drilling

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

90 ° of methods of drilling are carried out in a kind of space limited at beam bottom, motor is connected by flexible axle with power transmission shaft, and power transmission shaft is connected by steering box with drilling rod, and drilling rod is connected with spherical tooth drill bit, angle between drilling rod and power transmission shaft is 90 °, and motor, flexible axle, power transmission shaft are in same transmission direction;Motor is arranged between two bases in the limited space in beam bottom;Spherical tooth drill bit is spilled water hole to be drilled just to place.Welding production electric machine support, by motor support;Motor, flexible axle, power transmission shaft, steering box, drilling rod, spherical tooth drill bit are attached simultaneously, are fixed.Drilling rod is stepped up according to drilling depth in boring procedure, until drilling is finished.Drilled in limited space using 90 ° of steering features of the flexible and steering box of flexible axle, solved the problems, such as that spilled water hole is not reserved.Scaffold or lifting beam body are set up using the method substitution ground, time and cost has been saved, good techno-economic effect is achieved.

Description

90 ° of methods of drilling are carried out in a kind of space limited at beam bottom
Technical field
It is using soft specifically the present invention relates to carry out 90 ° of new methods of drilling in a kind of space limited at beam bottom Axle and tooth sector carry out 90 ° of methods of angles turn drilling.
Background technology
Extra-long Railway Bridge is set a roof beam in place after erection is finished, and is needed during examination by construction drawing and relevant design code requirement to omitting Benefit brill is carried out in the spilled water hole of pier coping portion, is not reserved during due to construction, pier top space is limited after setting a roof beam in place, causing cannot be using normal The problem of the drilling machine of rule, sets up scaffold and lifting beam body is relatively costly on ground, and the time is more long.
The content of the invention
The purpose of the present invention is that and overcomes the existing conventional rig cannot be in asking that the beam bottom confined space is drilled Topic, proposes a kind of method drilled using tooth sector, flexible axle, and the method is practical, economical, efficient.
The technical scheme is that:90 ° of methods of drilling are carried out in a kind of space limited at beam bottom.Its feature exists In:Carried out according to the following steps:
S1 selects motor, flexible axle, power transmission shaft, steering box, drilling rod, the spherical tooth drill bit of suitable types, and motor is by soft Axle is connected with power transmission shaft, and power transmission shaft is connected by steering box with drilling rod, and drilling rod is connected with spherical tooth drill bit, drilling rod and power transmission shaft Between angle be 90 °, motor, flexible axle, power transmission shaft are in same transmission direction;Motor is arranged in the limited space in beam bottom Between two bases;Spherical tooth drill bit is spilled water hole to be drilled just to place.
S2 welding production electric machine supports, by motor support;Simultaneously by motor, flexible axle, power transmission shaft, tooth sector Case, drilling rod, spherical tooth drill bit are attached, fix;
The continuous drilling of S3 test drillings successful subsequent, notes adding water in boring procedure.
Drilling rod is stepped up according to drilling depth in S4 boring procedures, until drilling is finished.
Above-mentioned spherical tooth drill bit, flexible axle, power transmission shaft, motor, gear-box are selected according to bore diameter, it is ensured that connected between rod member Connect firm, reliable.
Said gear case, power transmission shaft are fixed, and prevent the off normal or crooked that drills.
Drill bit position must persistently be added water in above-mentioned boring procedure, prevent temperature of diamond bit too high impaired.
Drilling rod is stepped up according to drilling depth in above-mentioned boring procedure, until drilling is finished.
Beam falling prevention stopping block is provided with above the flexible axle.
The present invention has the advantage that and good effect:
1st, drilled in limited space using the flexibility of flexible axle and 90 ° of steering features of steering box, solved The problem that spilled water hole is not reserved, for other similar drillings provide reference method.
2nd, scaffold or lifting beam body are set up using the method substitution ground, has saved time and cost, achieved good Good techno-economic effect.
Brief description of the drawings
Fig. 1 is 90 ° of beam bottom drilling schematic diagram.
Specific embodiment
As shown in figure 1, carrying out 90 ° of new methods of drilling in a kind of space limited at beam bottom, specific implementation process is as follows: 1. motor, flexible axle, power transmission shaft, special gear-box, drilling rod, the spherical tooth drill bit of suitable types are selected;2. welding production electric machine support, Motor, flexible axle, power transmission shaft, steering box, drilling rod, spherical tooth drill bit are attached, are fixed;3. test drilling successful subsequent is continuous bores Hole, notes adding water in boring procedure;4. drilling rod is stepped up according to drilling depth in boring procedure, until drilling is finished.

Claims (6)

1. 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom, it is characterised in that:Carried out according to the following steps:
S1 select suitable types motor, flexible axle, power transmission shaft, steering box, drilling rod, spherical tooth drill bit, motor by flexible axle with Power transmission shaft is connected, and power transmission shaft is connected by steering box with drilling rod, and drilling rod is connected with spherical tooth drill bit, between drilling rod and power transmission shaft Angle be 90 °, motor, flexible axle, power transmission shaft are in same transmission direction;Motor is arranged on two in the limited space in beam bottom Between base;Spherical tooth drill bit is spilled water hole to be drilled just to place;
S2 welding production electric machine supports, by motor support;Simultaneously by motor, flexible axle, power transmission shaft, steering box, brill Bar, spherical tooth drill bit are attached, fix;
The continuous drilling of S3 test drillings successful subsequent, notes adding water in boring procedure.
Drilling rod is stepped up according to drilling depth in S4 boring procedures, until drilling is finished.
2. 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom according to claim 1, it is characterised in that: Above-mentioned spherical tooth drill bit, flexible axle, power transmission shaft, motor, gear-box are selected according to bore diameter, it is ensured that be connected firmly between rod member, It is reliable.
3. 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom according to claim 1, it is characterised in that: Gear-box, power transmission shaft are fixed, and prevent the off normal or crooked that drills.
4. 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom according to claim 1, it is characterised in that: Drill bit position must persistently be added water in boring procedure, prevent temperature of diamond bit too high impaired.
5. 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom according to claim 1, it is characterised in that: Drilling rod is stepped up according to drilling depth in boring procedure, until drilling is finished.
6. 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom according to claim 1, it is characterised in that: Beam falling prevention stopping block is provided with above flexible axle.
CN201611211315.6A 2016-12-24 2016-12-24 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom Pending CN106761403A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611211315.6A CN106761403A (en) 2016-12-24 2016-12-24 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611211315.6A CN106761403A (en) 2016-12-24 2016-12-24 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom

Publications (1)

Publication Number Publication Date
CN106761403A true CN106761403A (en) 2017-05-31

Family

ID=58919356

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611211315.6A Pending CN106761403A (en) 2016-12-24 2016-12-24 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom

Country Status (1)

Country Link
CN (1) CN106761403A (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87204495U (en) * 1987-08-07 1988-05-25 常德县农业机械化研究所 Simple well drilling rig
CN2039741U (en) * 1988-10-24 1989-06-21 杜丹彤 Portable hollow drill
CN2099185U (en) * 1991-11-06 1992-03-18 山东省新泰市龙廷农具制造厂 Efflorescent rock drilling machine for agricuture
US5485889A (en) * 1994-07-25 1996-01-23 Sidekick Tools Inc. Steering drill bit while drilling a bore hole
CN2294332Y (en) * 1997-01-15 1998-10-14 刘守斌 Flexible shaft type weathered rock drilling machine
CN2893119Y (en) * 2006-05-16 2007-04-25 朱晶瑜 Backpack earth boring machine
CN201024884Y (en) * 2007-04-19 2008-02-20 魏林 Micro portable driller for petroleum exploration
CN104213479A (en) * 2014-08-29 2014-12-17 徐州徐工铁路装备有限公司 High-speed railway ballastless track mortar layer horizontal drilling machine tool
CN104481441A (en) * 2014-12-15 2015-04-01 山东拓普液压气动有限公司 Small-size rock core sampling drilling machine based on manned deep submersible vehicle mechanical hand operation

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87204495U (en) * 1987-08-07 1988-05-25 常德县农业机械化研究所 Simple well drilling rig
CN2039741U (en) * 1988-10-24 1989-06-21 杜丹彤 Portable hollow drill
CN2099185U (en) * 1991-11-06 1992-03-18 山东省新泰市龙廷农具制造厂 Efflorescent rock drilling machine for agricuture
US5485889A (en) * 1994-07-25 1996-01-23 Sidekick Tools Inc. Steering drill bit while drilling a bore hole
CN2294332Y (en) * 1997-01-15 1998-10-14 刘守斌 Flexible shaft type weathered rock drilling machine
CN2893119Y (en) * 2006-05-16 2007-04-25 朱晶瑜 Backpack earth boring machine
CN201024884Y (en) * 2007-04-19 2008-02-20 魏林 Micro portable driller for petroleum exploration
CN104213479A (en) * 2014-08-29 2014-12-17 徐州徐工铁路装备有限公司 High-speed railway ballastless track mortar layer horizontal drilling machine tool
CN104481441A (en) * 2014-12-15 2015-04-01 山东拓普液压气动有限公司 Small-size rock core sampling drilling machine based on manned deep submersible vehicle mechanical hand operation

Similar Documents

Publication Publication Date Title
US20090166093A1 (en) Reamer With Stabilizers For Use In A Wellbore
CN109854174B (en) Short radius drilling tool and drilling method
KR20150125536A (en) Offshore drilling installation and method for offshore drilling
CN101294480B (en) Device for drilling miniature borehole on ultra-short radius of coiled tubing
NO820038L (en) PROCEDURE AND APPARATUS FOR AA REDUCE THE TENDENCE OF A DRILL STRENGTH TO ADOPT BECAUSE OF PRESSURE DIFFERENCES
CN110067509B (en) Reverse well drilling machine capable of drilling directional pilot hole and construction process of directional pilot hole
CN104929517A (en) Full-hydraulic drill type pressure relieving equipment with double drill bits and pressure relieving method
CN105275396A (en) Whipstock for casing pipes below mud line and applicable to abandoned wellhead slot recycle
CN107290194A (en) Drilling producing device for oil shale true triaxial hydraulic fracturing simulated experiment test block
CN104847263A (en) Coal bed methane far-end butt joint horizontal well drilling method
US2746719A (en) Drilling device for large bores
CN105370218B (en) A kind of spiral churn and application method
CN106761403A (en) 90 ° of methods of drilling are carried out in a kind of space limited at beam bottom
CN104400914B (en) A kind of device realizing lateral drilling blind hole in Small-deep Hole
CN205663419U (en) Gyro -inclinometer unfreezing fishing device in drilling
WO2008029000A8 (en) Method for drilling rock
CN204754762U (en) Drilling equipment for building
CN213382345U (en) Wall body slope auxiliary device that punches
CN204200136U (en) Efficient well dressing tool
DE502007000585D1 (en) Method and device for making a hole in the ground by positive displacement drilling
CN2844221Y (en) Stabilizer
CN107989544A (en) Drill wagon for jack hammer
CN102330540B (en) Rotary supporting seat structure
CN209637696U (en) A kind of cut-pff wall slot deviation controlling auxiliary device
CN204002602U (en) Increase the weight of kelly bar

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20170531

RJ01 Rejection of invention patent application after publication