CN103775000A - Floor heave prevention anchor pipe drilling machine - Google Patents
Floor heave prevention anchor pipe drilling machine Download PDFInfo
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- CN103775000A CN103775000A CN201310526902.4A CN201310526902A CN103775000A CN 103775000 A CN103775000 A CN 103775000A CN 201310526902 A CN201310526902 A CN 201310526902A CN 103775000 A CN103775000 A CN 103775000A
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- 238000005553 drilling Methods 0.000 title claims abstract description 67
- 230000002265 prevention Effects 0.000 title abstract 3
- 230000007246 mechanism Effects 0.000 claims description 10
- 230000009467 reduction Effects 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 230000001105 regulatory effect Effects 0.000 claims description 3
- 238000009423 ventilation Methods 0.000 claims description 3
- 239000011435 rock Substances 0.000 abstract description 27
- 230000009471 action Effects 0.000 abstract description 2
- 239000003245 coal Substances 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 239000007858 starting material Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002480 mineral oil Substances 0.000 description 1
- 235000010446 mineral oil Nutrition 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000009527 percussion Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The invention provides a floor heave prevention anchor pipe drilling machine. The floor heave prevention anchor pipe drilling machine comprises a base, a machine frame, a jacking device and a drilling rig; wherein the base is supported on the ground; the front end of the machine frame is connected with the base in a pivoted mode; one end of the jacking device is fixed on the base, and the other end of the jacking device is fixed to the machine frame; the drilling jig is arranged on the machine frame in a sliding mode and comprises a power device, a drilling pipe and a drill; the jacking device drives the machine frame to pivot relative to the base, and the drilling jig on the machine frame reaches a drilling angle; the power device of the drilling jig drives the drill to conduct drilling through a drilling rod; during drilling, the drilling jig slides downwards along the machine frame. Rock dregs produced during hole drilling is successfully discharged through a through hole in the double-wall drilling rod under the action of positive pressure, and therefore an anchor pipe hole can be successfully drilled in the bottom of a roadway.
Description
Technical field
The present invention relates to distension control anchor tube drilling rig technique field, the end, thereby be that a kind of anchor tube hole of can creeping into bottom soft-rock tunnel is by installing the drilling equipment of base angle anchor pole control floor lift in gallery.
Background technology
Under soft rocks, one of the supporting emphasis in tunnel is exactly the base plate in tunnel, and end distension is the principal mode that tunnel is destroyed.Adopting the conventional method such as traditional antiarch bottom girder and perfusion concrete is a kind of passive support pattern, is difficult to control floor lift in gallery, easily causes tunnel repeatedly to rebuild.The effective measures of controlling at present end distension are to control by bottom anchor tube rope is installed, by slip casting in anchor tube and install constant resistance and large deformation anchor cable to form high constant-resistance high pre-stress anchor tube rope, roadway floor surface rock stratum expansion load is passed to the stable rock mass in roadway floor deep by anchor cable, being not fully exerted from steady potential of rock stratum stablized in deep, really realize the active support of anchor cable to base plate weak stratum, thereby can effectively suppress roadway floor distortion.
Installing bottom anchor tube first needs to creep into anchor tube hole, but boring in the process in anchor tube hole owing to being to creep in bottom, tunnel, thereby the rock that traditional rig produces quarrel cannot effectively be discharged and caused drilling depth not reach requiring or be difficult to creep into.Therefore at the bottom of the control of bottom anchor tube rope, application and the popularization of distension technology has been subject to very large obstruction.
Existing jumbolter has a variety of, is divided into electronic, hydraulic pressure and pneumatic three major types by power; Be divided into monomer-type, drill carriage formula, machine-carried type three major types by structure; Divide by broken rock mode, have swinging, impact type, impact rotating formula and the large class of rotary-percussion four.The output characteristics of electric anchor rod drilling machine is poor, and actual penetration rate is lower, and motor reliability and water resistance exist serious problems, there is no good propulsion mode.Therefore still difficulty in a large number for down-hole bolt support.The moment of torsion of hydraulic jumbolter output is higher than pneumatic roof bolter, and under some occasion, better, particularly supporting with development machine is more superior working method in application.From the supporting leg type hydraulic jumbolter formally coming into operation at present, rig output torque is still on the low side, and hydraulic system is easily generated heat.Due to take mineral oil as working media, in using, there is potential safety hazard under coal mine.Drill carriage formula and the machine-carried type jumbolter developed all have certain features, and obtain some effects, but because of actual conditions under coal mine and reason economically, are difficult in the recent period extensive use.Therefore, for security consideration, the gas leg type pneumatic roof bolters that adopt under coal mine at present more.For example, MQT Series Pneumatic jumbolter is the equipment that carries out anchor pole operation in the various rock gangways, coal road, half coal road of hardness≤f10, is mainly used in operation at top; ZQS Series Pneumatic side jumbolter is the equipment that various rock gangways, coal road, half coal road of hardness≤f8 carries out anchor pole operation, is mainly used in the operation of portion of side; MQTB Series Pneumatic power supporting leg type accessory anchor bolt drilling machine is the equipment that various rock gangways, coal road, half coal road of hardness≤f10 carries out anchor pole operation, is mainly used in half top and the operation of portion of side.YT series airleg rock drill is impact rotating churn, is mainly used in creeping into of tunnelling big gun hole and creeping into of portion of side bolthole.Existing baseboard anchorage cable drill has MSQ-100 type baseboard anchorage cable drill, DMZ-100 type anchor cable rig etc., all adopt traditional deslagging mode, because deslagging is not smooth, cause drilling depth not dark, the requirement that base angle anchor tube is installed can not be met, thereby end distension can not be effectively prevented and treated.
There is no at present and be specifically designed to the rig that creeps into anchor tube hole in bottom, tunnel, existing rig is all the bolt support for top, tunnel and portion of side, while creeping into top and portion of side bolthole, by water and air pressure, rock quarrel is easy to be discharged under the effect of gravity and waterpower, air pressure.But in the time creeping into anchor tube hole, bottom, due to downward boring, use existing rig the rock quarrel producing cannot be discharged, creep into thereby make drilling depth can not meet the demands or be difficult to, and then cannot carry out the supporting of anchor tube rope in bottom, tunnel, can not prevent and treat floor lift in gallery.Therefore, development one can be discharged rock quarrel effectively smoothly, is of great practical significance thereby be specifically designed to the rig that creeps into control end distension in satisfactory anchor tube hole in bottom, tunnel.
Summary of the invention
For solving the problem less than the distension rig of going to the bottom for soft rocks in prior art, the object of the invention is to provide a kind of end distension control anchor tube rig that can efficiently creep under soft rocks.
To achieve these goals, the invention provides distension control of a kind of end anchor tube rig, comprise base, frame, jacking system and rig; Described base is supported in ground; Described frame is articulated on described base with front end; Described base is fixed in described jacking system one end, and the other end is fixed on described frame; Described rig is slidably mounted on described frame, and described rig comprises power set, drilling pipe and drill bit; Described jacking system drives described frame with respect to described base pivots, makes the rig in described frame reach dilling angle; The power set of described rig drive described drill bit to creep into by drilling rod; In creeping into, described rig slides into downwards along described frame.
Known by analyzing technical scheme of the present invention, the present invention is with respect to the beneficial effect of prior art: rock quarrel through hole by double-wall drill pipe under the effect of malleation that boring produces is discharged smoothly, thereby can creep into smoothly anchor tube hole in bottom, tunnel.
According to above-mentioned design, described frame rear end has the support that is supported in ground, and described stent support is fixed described frame rear end.
According to above-mentioned design, described frame has the Hui Ba mechanism of propelling, and described propelling Hui Ba mechanism one end is connected in the power set of described rig, and the other end is fixed on described frame, drives described rig creep into or return downwards with described propelling Hui Ba mechanism.
According to above-mentioned design, the power set of described rig comprise hydraulic motor and reduction box, and the drilling rod of described hydraulic motor in reduction box drives described drilling pipe rotates; In described drilling rod, connect source of the gas by air vent.
According to above-mentioned design, described drilling pipe is made up of two-layer pipe, and the cavity in the middle of two-layer pipe is for air pressure ventilation, and the cavity of outer tube and inner tube is for deslagging, and two-layer pipe adopts bearing to connect.
According to above-mentioned design, in described frame, there are two guide rails, the power set of described rig have the roller being sticked in guide rail.
According to above-mentioned design, described support comprises outer tube and inner layer pipe, and inner layer pipe can be at outer inner telescoping tube, and at two-layer interface tube, place is provided with locking device, locks after regulating length.
According to above-mentioned design, described drill bit comprises tube connector and cutter, and described cutter is at least two helical teeth sheets that are welded in described tube connector periphery, and described helical teeth sheet connects into a peak point at described tube connector front end.
According to above-mentioned design, described hydraulic pump also comprises pressure-display device, and described helical teeth sheet forms cone angle in inside, in peak point position formation peak angle β, wherein β=α+10 °.
Accompanying drawing explanation
Fig. 1 is the structural representation of the end of the present invention distension control anchor tube rig.
Fig. 2 is the structural representation of drill bit of the present invention.
The specific embodiment
The exemplary embodiments that embodies feature & benefits of the present invention will describe in detail in the following description.Be understood that the present invention can have various variations on different embodiment, it neither departs from the scope of the present invention, and explanation wherein and accompanying drawing be when the use that explain in itself, but not in order to limit the present invention.
As shown in Figure 1, the invention provides distension control of a kind of end anchor tube rig, comprise base 1, frame 2, support 3, jacking system 4, rig 5 and controller 6.
Base 1 can be steel frame or aluminum alloy frame, can utilize multiple angle firm support of bottom surface in ground, so that the equipment being installed on base 1 can move stably.Base 1 is fixed with trunnion mount 11 by welding or bolt, and a pivotal axis can be installed in trunnion mount 11 upper ends.
Drilling pipe holder 21, clamper 22 are installed in frame 2 and advance Hui Ba mechanism 23.Drilling pipe holder 21 is installed on frame 2 front ends, can be a steel plate being fixed in frame 2, has the hole of passing for drilling pipe on it.A clamper 22 of each installation in drilling pipe holder 21 front and back, dismantles drilling pipe by rotating and reverse of rig is convenient while drilling pipe being installed in the time creeping into and being extracted.Clamper adopts hydraulic pressure as power, is provided with and unclamps and claming controller on operating desk.In the middle of clamper 22, be empty, drilling pipe passes from centre, is clamped and is unclamped drilling pipe by operating desk control.Due to drilling pipe heavier (30kg left and right), arrange after clamper 22, can greatly reduce labor intensity, raise the efficiency.Install when drilling pipe, drilling pipe is enclosed within on clamper, and after clamping, starter (forward), on drilling pipe can being arranged on and being connected on rig or with other drilling pipes; When dismounting drilling pipe, after clamping, starter (reversion), i.e. detachable drilling pipe.
Advance Hui Ba mechanism 23 one end to be connected in the power set of rig 5, the other end is fixed on frame 2, to advance Hui Ba mechanism to drive rig 5 creep into or return downwards.In frame 2, have two guide rails, the power set of rig 5 have the roller being sticked in guide rail.
The power set 51 of rig 5 can adopt hydraulic motor, and the drilling rod of hydraulic motor in reduction box 52 drives drilling pipe 53 rotates; Drilling rod also can connect source of the gas or drilling fluid pump by air vent 55.
As shown in Figure 2, drill bit 54 comprises tube connector 541 and cutter 542, and cutter 542 is for being welded at least two helical teeth sheets of tube connector 541 peripheries, and helical teeth sheet connects into a peak point 543 at tube connector front end.Inside helical teeth sheet, hollow forms cone angle in inside, in peak point position formation peak angle β, wherein β=α+10 °.By this extraordinary drill bit 54, can conveniently in soft rock environment, carry out fast drilling, and can well utilize direct circulation mode that rock quarrel is discharged.
Another kind of embodiment, cutter 542 also can be three helical teeth sheets that are welded in tube connector 541 peripheries, and equispaced is 120 degree.Helical teeth sheet connects into a peak point 543 equally at tube connector front end.
The present invention also provides multiple concrete specification drill bit 54, as shown in the table:
Generally, lower less Feng Jiao, angle, the peak angle selected of soft rock hardness, certainly, formation rock circumstance complication is various, is likely soft or hard interval, while use, also can allocate flexibly so actual.
Angle, the peak β of drill bit 54 helical teeth sheets of the present invention is greater than cone angle certain angle (preferably 10 degree), can guarantee in tube connector 541 that gas and/or drilling fluid drive soft rock rock quarrel upwards to discharge from outer tube or mineshaft annulus, greatly improve deslagging ability, angle, the peak β of helical teeth sheet is greater than cone angle, can prevent rock quarrel adverse current obstruction middle part tube connector 541.Realize in direct circulation mode finely and discharge rock quarrel.
The end of the present invention distension control anchor tube rig is simple to operate, and main implementation and operation method is as follows:
1, determine boring place, firm banking is installed, jacking system reaches suitable angle, has set up self-regulation support, guarantees that guide rail is stable; Double-walled drilling pipe, hollow hammer hole and direct circulation drill bit are installed;
2, connection device, connects jack and rig upper pipeline on debugging operations platform; And connect deslagging pipeline;
3, open air pressure, after starter, advance rig by operating platform, carry out adjunction drilling pipe according to drilling depth;
4, reach after drilling depth, by the drilling pipe of eradicating out, and successively dismantle drilling pipe by operating platform action advances Hui Ba mechanism;
5, creep into end, close air pressure, the each switch of shutoff operation platform.
As known by the technical knowledge, the present invention can realize by other the embodiment that does not depart from its Spirit Essence or essential feature.Therefore, above-mentioned disclosed embodiment, with regard to each side, all just illustrates, and is not only.Within the scope of the present invention all or be all included in the invention in the change being equal in scope of the present invention.
Claims (9)
1. at the bottom of, a distension control anchor tube rig, is characterized in that, comprises base, frame, jacking system and rig;
Described base is supported in ground;
Described frame is articulated on described base with front end;
Described base is fixed in described jacking system one end, and the other end is fixed on described frame;
Described rig is slidably mounted on described frame, and described rig comprises power set, drilling pipe and drill bit;
Described jacking system drives described frame with respect to described base pivots, makes the rig in described frame reach dilling angle; The power set of described rig drive described drill bit to creep into by drilling rod; In creeping into, described rig slides into downwards along described frame.
2. the end according to claim 1 distension control anchor tube rig, is characterized in that, described frame rear end has the support that is supported in ground, and described stent support is fixed described frame rear end.
3. the end according to claim 2 distension control anchor tube rig, it is characterized in that, described frame has the Hui Ba mechanism of propelling, described propelling Hui Ba mechanism one end is connected in the power set of described rig, the other end is fixed on described frame, drives described rig creep into or return downwards with described propelling Hui Ba mechanism.
4. the end according to claim 3 distension control anchor tube rig, is characterized in that, the power set of described rig comprise hydraulic motor and reduction box, and the drilling rod of described hydraulic motor in reduction box drives described drilling pipe rotates; In described drilling rod, connect source of the gas by air vent.
5. the end according to claim 4 distension control anchor tube rig, is characterized in that, described drilling pipe is made up of two-layer pipe, and the cavity in the middle of two-layer pipe is for air pressure ventilation, and the cavity of outer tube and inner tube is for deslagging, and two-layer pipe adopts bearing to connect.
6. according to the end distension control anchor tube rig described in claim 1 to 5 any one, it is characterized in that in described frame, having two guide rails, the power set of described rig have the roller being sticked in guide rail.
7. according to the end distension control anchor tube rig described in claim 2 to 5 any one, it is characterized in that, described support comprises outer tube and inner layer pipe, and inner layer pipe can be at outer inner telescoping tube, and at two-layer interface tube, place is provided with locking device, locks after regulating length.
8. according to the end distension control anchor tube rig described in claim 1 to 5 any one, it is characterized in that, described drill bit comprises tube connector and cutter, and described cutter is at least two helical teeth sheets that are welded in described tube connector periphery, and described helical teeth sheet connects into a peak point at described tube connector front end.
9. the end according to claim 8 distension control anchor tube rig, is characterized in that, described helical teeth sheet forms cone angle in inside, in peak point position formation peak angle β, wherein β=α+10 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310526902.4A CN103775000B (en) | 2013-10-30 | 2013-10-30 | End distension preventing and treating anchor tube rig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310526902.4A CN103775000B (en) | 2013-10-30 | 2013-10-30 | End distension preventing and treating anchor tube rig |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103775000A true CN103775000A (en) | 2014-05-07 |
| CN103775000B CN103775000B (en) | 2016-11-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310526902.4A Active CN103775000B (en) | 2013-10-30 | 2013-10-30 | End distension preventing and treating anchor tube rig |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295235A (en) * | 2014-09-30 | 2015-01-21 | 湖南科技大学 | Rapid grouting drilling device for roadway base plate |
| CN104405309A (en) * | 2014-11-26 | 2015-03-11 | 中国水利水电第六工程局有限公司 | Drill rod positioning device for drilling underwater rockplug blasting presplitting hole |
| CN104790887A (en) * | 2015-04-03 | 2015-07-22 | 山东科技大学 | Hydraulic automatic rod feeding device for leakage measurement of two blocked ends of drilled hole |
| WO2018090962A1 (en) * | 2016-11-18 | 2018-05-24 | 黑龙江省地质科学研究所 | Wire rope coring drilling rig and new green construction method capable of replacing trench and shallow-shaft explorations |
| CN110067505A (en) * | 2019-04-24 | 2019-07-30 | 北京中矿新峰科技有限公司 | It is a kind of to cut anchor all-in-one machine suitable for cutting top the all-hydraulic of gob side entry retaining |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295235A (en) * | 2014-09-30 | 2015-01-21 | 湖南科技大学 | Rapid grouting drilling device for roadway base plate |
| CN104295235B (en) * | 2014-09-30 | 2016-09-07 | 湖南科技大学 | A kind of quick inlet well equipment for roadway floor |
| CN104405309A (en) * | 2014-11-26 | 2015-03-11 | 中国水利水电第六工程局有限公司 | Drill rod positioning device for drilling underwater rockplug blasting presplitting hole |
| CN104790887A (en) * | 2015-04-03 | 2015-07-22 | 山东科技大学 | Hydraulic automatic rod feeding device for leakage measurement of two blocked ends of drilled hole |
| WO2018090962A1 (en) * | 2016-11-18 | 2018-05-24 | 黑龙江省地质科学研究所 | Wire rope coring drilling rig and new green construction method capable of replacing trench and shallow-shaft explorations |
| RU2693069C1 (en) * | 2016-11-18 | 2019-07-01 | Хэйлунцзян Инститьют Оф Джиолоджикал Сайенсиз | Steel installation for core drilling and new environmentally friendly construction method, capable of replacing trench and well survey |
| US11156047B2 (en) | 2016-11-18 | 2021-10-26 | Heilongjiang Institute Of Geological Sciences | Wire rope coring drilling rig and new green construction method capable of replacing trench and shallow-shaft explorations |
| CN110067505A (en) * | 2019-04-24 | 2019-07-30 | 北京中矿新峰科技有限公司 | It is a kind of to cut anchor all-in-one machine suitable for cutting top the all-hydraulic of gob side entry retaining |
| CN110067505B (en) * | 2019-04-24 | 2024-04-19 | 北京中矿新峰科技有限公司 | All-hydraulic anchor all-in-one that cuts suitable for gob entry retaining cuts |
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| CN103775000B (en) | 2016-11-16 |
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Inventor after: He Manchao Inventor after: Wang Xiaolei Inventor after: Sun Xiaoming Inventor after: Tao Zhigang Inventor before: He Manchao Inventor before: Wang Xiaolei Inventor before: Sun Xiaoming Inventor before: Wang Jiong |
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