CN1309226A - Relay drilling machine without drill rods for rock and clay - Google Patents
Relay drilling machine without drill rods for rock and clay Download PDFInfo
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- CN1309226A CN1309226A CN 00131923 CN00131923A CN1309226A CN 1309226 A CN1309226 A CN 1309226A CN 00131923 CN00131923 CN 00131923 CN 00131923 A CN00131923 A CN 00131923A CN 1309226 A CN1309226 A CN 1309226A
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Abstract
A relay-type hole-forming machine without drilling rod for rock or clay is suitable for pile, underground continuous wall and impervious wall, geologic prospection and drilling well is composed of hoister, relay mechanism and drill bits, and features that said relay mechanism tightly compresses the hole wall to generate friction force, which is transferred to drill bit, so having no need of drilling rod. Its advantages are simple structure, less consumption of kinetic energy, low cost and environmental pollution.
Description
The present invention relates to a kind of underground rods for rock and clay machine-building.
Underground rods for rock and clay machinery, be widely used in underground pore-creating engineerings such as non-soil compaction pile foundation, diaphragm wall, underground impervious wall, geological prospecting, oil drilling, conventional at present pore-creating plant equipment, its feature mainly drives the drill bit rotation by the drilling rod transmission, its shortcoming be kinetic energy loss greatly, bit change trouble more, particularly hundreds of tons drilling rod once need be removed, be assembled to oil drilling, and need to drive drilling rod and rotate, need to strengthen mechanical output, increase engineering cost.Clay geology stake pore-forming, routine is positive and negative circulation construction at present, progress is slow and the mud conditioning expense is higher.
The present invention seeks to the jar rod of rig is replaced with relay mechanism, with hydraulic jack (or electric screw) as power, the leaf lobe is pressed on produces frictional force on the hole wall, utilize frictional force that rotary drilling-head is played base and fix and increase the pressure effect, make rotary rig need not the drilling rod rotation.Utilize the leaf lobe to be pressed on frictional force on the hole wall, excavating bur is applied certain pressure, enough gravity when being excavated, excavating bur is arranged, and once promote after the excavator repeated multiple times is excavated, increase each soil loading amount that promotes, reduce promoting number of times, improve mechanical work efficiency, clay geology stake pore-forming adopts the method for digging construction, has accelerated construction speed, reduces the mud conditioning expense.
The present invention is directed to all kinds of geological conditionss and different engineering purposes, invented the A-1 to A-7 that is used for non-soil compaction stake engineering pore-creating machinery, be used for B-1, the B-2 of diaphragm wall, underground impervious wall engineering pore-creating machinery; The C-1 to C-3 that is used for the non-soil compaction stake in oil drilling, geological prospecting and small-bore engineering pore-creating machinery.
A-1 is that the digging type that is applicable to the pore-creating of non-soil compaction stake engineering does not have the underground rods for rock and clay machine of drilling rod relay, be made up of crane gear, hydraulic system, relay mechanism and drill bit, crane gear can replace (as crane, loop wheel machine, gin pole, frame etc.) with conventional lifting appliance.Hydraulic system is made up of hydraulic pump, motor, oil pipe, operation valve, pressure regulator valve etc., relay mechanism connects hydraulic jack (9) by hydraulic jack (8) and divides two roads or three roads and several leaf lobes (11) hinged with several connecting rods (10), drill bit is hinged by drill bit skeleton (14) and several drill bit leaf lobes (16), drill bit leaf lobe (16) is connected with hydraulic jack (9) with several connecting rods (12) with the piston hinge of several connecting rods (15) with the hydraulic jack (9) of relay mechanism, movable storage soil tin (13).This machinery is applicable to the pile foundation engineering pore-creating greater than 700mm of non-soil compaction stake engineering clay geology, aperture.
The basic operation method is: bury the steel casing greater than aperture 300-500mm underground, establish guide protective tube in the casing and be connected with the base of crane gear, when beginning to excavate: (one), the piston of hydraulic jack (9) is stretched out, drill bit leaf lobe (16) is opened.(2), put into drill bit at the bottom of the hole and loosen wire rope (2), the piston of hydraulic jack (9) shrinks automatically.(3), with the piston retraction of hydraulic jack (8), leaf lobe (11) is supported on the hole wall automatically.(4), the piston of hydraulic jack (9) stretches out, drill bit leaf lobe (16) is pressed in the soil.(5), the piston of hydraulic jack (8) stretches out, leaf lobe (11) closure is left hole wall automatically, loosens wire rope (2).(6), the piston retraction of hydraulic jack (9), drill bit leaf lobe (16) auto-closing, slight lifted wire rope (2).(7), repeat (one) to (six) for several times.(8), hoist engine promotes drill bit.(9), the piston of hydraulic jack (9) stretches out, soil just draws off automatically.
In the side of hydraulic jack (9) piston pump (31) is set, utilize that the piston of hydraulic jack (9) is flexible to be power, water inlet (35) is placed on water pump top, with hard tube (32) and flexible pipe (33) water pipe is received drill bit leaf lobe (16) middle part, is sprayed by water jet (34).
A-2 does not have the underground rods for rock and clay machine of drilling rod relay as the described digging type of non-soil compaction stake engineering pore-creating that is applicable to of A-1.Set up hydraulic jack (17) in drill bit skeleton (14), an end is connected with drill bit skeleton (14), and the other end and drill bit leaf lobe (16) are hinged with several connecting rods (15).This machine is applicable to non-soil compaction stake clay, sand gravel geology, and the aperture is greater than the pile foundation engineering pore-creating machinery of 700mm.
A-3 does not have the underground rods for rock and clay machine of drilling rod relay as the described digging type of non-soil compaction stake engineering pore-creating that is applicable to of A-1.Set up several hydraulic jacks (18) in drill bit skeleton (14), an end and drill bit skeleton (14) are hinged, and the other end and drill bit leaf lobe (16) are hinged, and storage soil tube (19) is connected with drill bit skeleton (14).This machine is applicable to non-soil compaction stake engineering clay, sand gravel, soft rock geology, and the aperture is greater than the pile foundation engineering pore-creating machinery of 700mm.
A-4 does not have the underground rods for rock and clay machine of drilling rod relay as the described digging type of non-soil compaction stake engineering pore-creating that is applicable to of A-1.Outside drill bit skeleton (14), set up several hydraulic jacks (18), one end and drill bit skeleton (14) are hinged, the other end and drill bit leaf lobe (16) are hinged, and drill bit leaf lobe (16) is hinged with connecting rod (20) and drill bit skeleton (14), and storage soil tube (19) is connected with drill bit skeleton (14).This machine is applicable to non-soil compaction stake clay, sand gravel, soft rock geology, and the aperture is greater than the pile foundation engineering pore-creating machinery of 700mm.
A-5 is as the described underground rods for rock and clay machine of rotary no drilling rod relay that is applicable to the pore-creating of non-soil compaction stake engineering of A-1.Drill bit is a power with hydraulic motor (or band reduction box submersible motor) (23), the upper end connects drill bit skeleton (21), the lower end connects drill bit (25) (drill bit of configurable other types, as rock bit etc.) drilling rod and connects water inlet pipe (24), and drill bit skeleton (14) connects several dog links (22).
The basic operation method is: (one), drill bit put into the hole at the bottom of.(2), the piston retraction of hydraulic jack (8), leaf lobe (11) is pressed on the hole wall.(3), the piston of hydraulic jack (9) stretches out, and starts hydraulic motor (23) rotation simultaneously, water inlet pipe advances mud circulation.This machine is applicable to all kinds of geology of non-soil compaction stake engineering, the aperture pile foundation engineering pore-creating machinery greater than 700mm.
A-6 is as the described underground rods for rock and clay machine of rotary no drilling rod relay that is applicable to the pore-creating of non-soil compaction stake engineering of A-1.Drill bit is a power with hydraulic motor (or band reduction box submersible motor) (23), the upper end connects drill bit skeleton (21) lower end and connects augers (26), the drilling rod center connects water inlet pipe (24), and drill bit skeleton (21) connects storage soil tube (27) and several dog links (22).
The basic operation method is: (one), drill bit put into the hole at the bottom of.(2), the piston retraction of hydraulic jack (8), leaf lobe (11) is pressed on the hole wall.(3), the piston of hydraulic jack (9) stretches out, and starts hydraulic motor (23) rotation simultaneously, adds the lubricated drill bit of a small amount of water under high pressure.(4), after storage soil tube (27) fills soil, stop revolution, the piston of hydraulic jack (8) stretches out, and leaf lobe (11) leaves hole wall automatically.(5), promote drill bit.(6), fixed drill bit, hydraulic motor (23) counter-rotating, soil draws off automatically.This machine is applicable to non-soil compaction stake engineering clay geology, the above pile foundation engineering pore-creating machinery of aperture 700mm.
A-7 is as the described underground rods for rock and clay machine of rotary no drilling rod relay that is applicable to the pore-creating of non-soil compaction stake engineering of A-1.Drill bit is a power with hydraulic motor (or band reduction box submersible motor) (23), and configuration storage soil tube (28) is provided with movable leaf lobe (30) at the storage soil tube end, opens and closes with connecting rod (29) control leaf lobe (30), and drill bit skeleton (21) connects several dog links (22).This machine is applicable to non-soil compaction stake engineering clay geology, the above pile foundation engineering pore-creating machinery of aperture 700mm.
B-1 is that the digging type that is applicable to diaphragm wall, underground impervious wall engineering does not have the underground rods for rock and clay machine of drilling rod relay.Top relay mechanism controls leaf lobe (40) opens and closes, by several hydraulic jacks (37) lateral arrangement, hydraulic jack (39) is hinged with several connecting rods (38) and leaf lobe (40), the piston of hydraulic jack (39) is hinged with several connecting rods (45) and drill bit leaf lobe (44), drill bit leaf lobe (44) is hinged with drill bit skeleton (43), movable storage soil tube (42) is hinged with several connecting rods (41) and relay mechanism leaf lobe (40), and wire rope (2) connects hoisting frame (36).
The basic operation method is: (one), stretch out the piston of hydraulic jack (39), drill bit leaf lobe (44) is opened.(2), whole drill bit put into the hole at the bottom of, the piston of hydraulic jack (39) shrinks automatically.(3), stretch out the piston of hydraulic jack (37), leaf lobe (40) is pressed on the hole wall.(4), stretch out the piston of hydraulic jack (39), whole drill bit is pressed in the soil.(5), the piston retraction of hydraulic jack (37), leaf lobe (40) breaks away from hole wall automatically, loosens wire rope (2).(6), the retraction piston of hydraulic jack (39), drill bit leaf lobe (44) closure, slight lifted wire rope (2).(7), repeat (two) to (six) and promote whole drill bit in the back for several times.(8), the piston of hydraulic jack (39) stretches out, soil draws off automatically.
B-2 does not have the underground rods for rock and clay machine of drilling rod relay as the described digging type of diaphragm wall, underground impervious wall engineering that is applicable to of B-1.Top relay mechanism is connected (can connect up and down also and can connect side by side) by hydraulic jack (48) with hydraulic jack (47), hydraulic jack connects the sliding iron of several wedge shapes (49) and is with the leaf lobe (46) of the sliding iron of wedge shapes to flexibly connect with several, wire rope (2) connects hoisting frame (50), hydraulic jack (48) retraction piston, leaf lobe (46) is pressed on the hole wall.
C-1, C-2 are the underground rods for rock and clay machines of no drilling rod relay that is applicable to the non-soil compaction stake pore-creating of oil drilling, geological prospecting and small-bore.Relay mechanism is connected with hydraulic jack (47) by hydraulic jack (48), and the leaf lobe (46) that connects sliding iron of several wedge shapes (49) and the sliding iron of several band wedge shapes flexibly connects, the piston of hydraulic jack (47) is connected with band reduction box submersible motor (or hydraulic motor) (51), connect drill bit (52) (can connect other various drill bits) again, band reduction box submersible motor (51) top connects several dog links (68), and wire rope (2) connects hoisting frame (50).Be to increase the frictional force of leaf lobe (46) and hole wall, the contact surface of leaf lobe (46) and hole wall is increased paste one deck friction material.
C3 is as the described underground rods for rock and clay machine of no drilling rod relay that is applicable to oil drilling, geological prospecting pore-creating of C1, C2.Hydraulic system (54) is arranged on relay mechanism top, sets up make-up water pump (67) and storage slag tube (66).Be applicable to deep-well pore-creating engineering.
Frame is the crane gear that is applicable to all kinds of model rigs.At hinged two gin poles of gantry base front middle part (55), top connects two back stays (56).Back stay (56) is hinged with two hydraulic jacks (58) and two connecting rods (57), and hydraulic jack (58) other end and base are hinged.Base is joined (or 2) hoist engines (59) and hydraulic system.Walk before and after the frame with 2 hydraulic jacks (60), with 2 wire rope (64) around behind the preceding walking steel pipe (62), again around to back walking steel pipe (62), utilize that the piston of hydraulic jack (60) is flexible to be power, the walking steel pipe rotated before and after pulling wire rope (64) drove.Traversing power is controlled with preceding bidirectional hydraulic oil cylinder (65) and back bidirectional hydraulic oil cylinder (61).Lay railway sleepers (63) on the ground as rack rail.
Fig. 1 is that the A-1 digging type does not have the underground rods for rock and clay machine excavation of drilling rod relay view.Fig. 2 is that the A-1 digging type does not have the underground rods for rock and clay machine driving of drilling rod relay view.Fig. 3 is that the A-1 digging type does not have the underground rods for rock and clay machine lifting of drilling rod relay view.Fig. 4 is that the A-1 digging type does not have the underground rods for rock and clay machine of drilling rod relay and unloads earthy attitude schematic diagram.Fig. 5 is that the A-1 digging type does not have the overall full figure of the underground rods for rock and clay machine of drilling rod relay.[(1) is that frame (2) is that hoist rope (3) is that relay mechanism (4) is a drill bit] Fig. 6 is that the A-1 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head close stage sectional drawing.Fig. 7 is that the A-1 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head opening stage sectional drawing.Fig. 8 is that the A-2 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head close stage sectional drawing.Fig. 9 is that the A-2 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head opening stage sectional drawing.Figure 10 is that the A-3 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head close stage sectional drawing.Figure 11 is that the A-3 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head opening stage sectional drawing.Figure 12 is that the A-4 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head close stage sectional drawing.Figure 13 is that the A-4 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head opening stage sectional drawing.Figure 14 is the A-5 sectional drawing of rotary underground rods for rock and clay machine drill head contraction phase of no drilling rod relay.Figure 15 is that the underground rods for rock and clay machine drill of the rotary no drilling rod relay of A-5 head stretches out the stage sectional drawing.Figure 16 is the A-6 sectional drawing of rotary underground rods for rock and clay machine drill head contraction phase of no drilling rod relay.Figure 17 is that the underground rods for rock and clay machine drill of the rotary no drilling rod relay of A-6 head stretches out the stage sectional drawing.Figure 18 is the A-7 sectional drawing of rotary underground rods for rock and clay machine drill head contraction phase of no drilling rod relay.Figure 19 is that the underground rods for rock and clay machine drill of the rotary no drilling rod relay of A-7 head stretches out the stage sectional drawing.Figure 20 is that the A-1 digging type does not have the underground rods for rock and clay machine of drilling rod relay water-adding system sectional drawing.Figure 21 is that the B-1 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head opening stage A-A sectional drawing.Figure 22 is that the B-1 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head close stage B-B sectional drawing.Figure 23 is that the B-2 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head opening stage A-A sectional drawing.Figure 24 is that the B-2 digging type does not have the underground rods for rock and clay machine drill of drilling rod relay head close stage B-B sectional drawing.Figure 25 is the underground rods for rock and clay machine of the rotary no drilling rod relay of a C-1 sectional drawing.Figure 26 is the underground rods for rock and clay machine of the rotary no drilling rod relay of a C-2 sectional drawing.Figure 27 is the underground rods for rock and clay machine of the rotary no drilling rod relay of a C-3 first half sectional drawing.Figure 28 is the underground rods for rock and clay machine of the rotary no drilling rod relay of a C-3 Lower Half sectional drawing.Figure 29 is the underground rods for rock and clay machine of a no drilling rod relay frame sectional drawing.
The present invention compared with prior art has the following advantages:
1, utilize relay mechanism to replace jar rod, simplified frame for movement, reduce kinetic energy loss, Improve mechanical efficiency.
2, the construction of relay method for digging is adopted in the non-Squeezing Soil Pile pore-creating of clay geology, reduces convolution rig mud Slurry disposal cost height, the shortcoming that environmental pollution is big.
3, the comparison in equipment that equates with existing cost, it is fast to have construction speed, and cost is low, the operation letter Single, equipment manufacturing cost is low, and is easy to maintenance, applied widely.
Example 1:A-1 digging type does not have the underground rods for rock and clay machine of drilling rod relay.Hinged two gin poles of gantry base front middle part (55), top connects two back stays (56), and back stay (56) is hinged with two hydraulic jacks (58) and two connecting rods (57), and hydraulic jack (58) other end and base are hinged.Base is joined (or 2) hoist engines (59) and hydraulic system.Walking is provided with 2 hydraulic jacks (60) before and after the frame, with 2 wire rope (64) around behind the preceding walking steel pipe (62), again around to back walking steel pipe (62), utilize that the piston of hydraulic jack (60) is flexible to be power, the walking steel pipe rotated before and after pulling wire rope (64) drove.Traversing power is controlled with preceding bidirectional hydraulic oil cylinder (65) and back bidirectional hydraulic oil cylinder (61).Lay railway sleepers (63) on the ground as rack rail.The wire rope (2) of hoist engine (59) connects the Hanging roller (5) on the guide collar (6), and guide collar (6) is connected with several connecting rods (7) with connecting rod (10) with hydraulic jack (8).It is hinged with several connecting rods (10) branch three roads and several leaf lobes (11) that relay mechanism connects hydraulic jack (9) by hydraulic jack (8).Drill bit is hinged by drill bit skeleton (14) and several drill bit leaf lobes (16), drill bit leaf lobe (16) is used the piston hinge of the hydraulic jack (9) of several connecting rods (15) and relay mechanism again, and movable storage soil tube (13) is connected with the cylinder body of several connecting rods (12) with hydraulic jack (9).
The basic operation method is: bury the steel casing greater than aperture 300-500mm underground, establish guide protective tube in the casing and be connected with the base of crane gear.When beginning to excavate: (one), the piston of hydraulic jack (9) is stretched out, drill bit leaf lobe (16) is opened.(2), the piston of drill bit being put at the bottom of the hole and being loosened wire rope (2) hydraulic jack (9) shrinks automatically.(3), with the piston retraction of hydraulic jack (8), leaf lobe (11) is supported on the hole wall automatically.(4), the piston of hydraulic jack (9) stretches out, drill bit leaf lobe (16) is pressed in the soil.(5), the piston of hydraulic jack (8) stretches out, leaf lobe (11) closure is left hole wall automatically, loosens wire rope (2).(6), the piston retraction of hydraulic jack (9), drill bit leaf lobe (11) auto-closing, slight lifted wire rope.(7), repeat (one) to (six) for several times.(8), hoist engine promotes drill bit.(9), the piston of hydraulic jack (9) stretches out, soil just draws off automatically.
Claims (17)
1, the underground rods for rock and clay machine of a kind of no drilling rod relay is made up of crane gear and drill bit, it is characterized in that setting up relay mechanism on described drill bit top, the leaf lobe of relay mechanism is pressed on produce frictional force on the hole wall and pass to drill bit.
2, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1 is characterized in that being connected with hydraulic jack (9) at described hydraulic jack (8), uses several connecting rods (10) and several leaf lobes (11) hinged again.
3, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1 is characterized in that being connected with several leaf lobes (40) at described several hydraulic jacks (37), and hydraulic jack (39) is hinged with several connecting rods (38) and several leaf lobes (40).
4, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that being connected with hydraulic jack (47), connect the sliding iron of several wedge shapes (49) again and be with the leaf lobe (46) of the sliding iron of wedge shapes to flexibly connect with several at described hydraulic jack (48).
5, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that being connected with hydraulic jack (47) at described hydraulic jack (48), connecting the sliding iron of several wedge shapes (49) again is with the leaf lobe (46) of the sliding iron of wedge shapes to flexibly connect with several, hydraulic jack (48) top is connected with hydraulic system (54), and hydraulic jack (48), hydraulic jack (49) are made into brings water pipe (53) into.
6, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that at the piston of described hydraulic jack (9) with hinged several drill bit leaf lobes (16) of several connecting rods (15), drill bit leaf lobe (16) is hinged with drill bit skeleton (14), and movable storage soil tube (13) is connected with hydraulic jack (9) with several connecting rods (12).
7, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that in described hydraulic jack (17), top is connected with drill bit skeleton (14) with the piston of hydraulic jack (9), the bottom is hinged with several connecting rods (15) and drill bit leaf lobe (16), drill bit leaf lobe (16) and drill bit skeleton (14) are hinged, and movable storage soil tube (13) is connected with hydraulic jack (9) with several connecting rods (12).
8, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that on described several hydraulic jacks (18) top and drill bit skeleton (14) inner edge hinged, bottom and several drill bit leaf lobes (16) are hinged, and several drill bit leaf lobes (16) are hinged with drill bit skeleton (14).
9, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that at described several hydraulic jacks (18), top and drill bit skeleton (14) outside are hinged, bottom and several drill bit leaf lobes (16) are hinged, and several drill bit leaf lobes (16) are hinged with several connecting rods (20) and drill bit skeleton (14).
10, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1 is characterized in that in described hydraulic motor (23) top is fixed on the base (21), and the bottom connects drill bit (25).
11, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1 is characterized in that in described hydraulic motor (23) top is fixed on the base (21), and the bottom connects augers (26), and base (21) is connected with storage soil tube (27).
12, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that in described hydraulic motor (23), top is fixed on the base (21), the bottom connects storage soil tube (28), storage soil tube (28) hinged bit (30), bit (30) hinge operation bar (29).
13, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1 is characterized in that connecting piston pump (31) side by side in the side of described hydraulic jack (9), and water pipe (33) is connected to drill bit leaf lobe (16) middle part, is sprayed by water jet (34).
14, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that at described hydraulic jack (39) hinged with several connecting rods (45) and drill bit leaf lobe (44), drill bit leaf lobe (44) is hinged with drill bit skeleton (43), and movable storage soil tube (42) is connected with leaf lobe (40) with several connecting rods (41).
15, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1 is characterized in that connecting drill bit (52) at described band reduction box submersible motor (51), and band reduction box submersible motor (51) is connected with the piston of hydraulic jack (47).
16, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1 is characterized in that in described submersible motor (51), and the bottom connects drill bit (52), and top connects storage slag tube (66), and storage slag tube (66) is connected with the piston of hydraulic jack (47).
17, the underground rods for rock and clay machine of a kind of no drilling rod relay as claimed in claim 1, it is characterized in that at hinged two gin poles of described base front middle part (55), gin pole (55) two back stays of upper articulation (56), two hydraulic jack (58) top and two back stays (56) are hinged, bottom and base are hinged, two connecting rod (57) top and hydraulic jack (58) and back stay (56) are hinged, and bottom and base are hinged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB00131923XA CN100337010C (en) | 2000-10-22 | 2000-10-22 | Relay drilling machine without drill rods for rock and clay |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB00131923XA CN100337010C (en) | 2000-10-22 | 2000-10-22 | Relay drilling machine without drill rods for rock and clay |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1309226A true CN1309226A (en) | 2001-08-22 |
| CN100337010C CN100337010C (en) | 2007-09-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB00131923XA Expired - Fee Related CN100337010C (en) | 2000-10-22 | 2000-10-22 | Relay drilling machine without drill rods for rock and clay |
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| Country | Link |
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| CN (1) | CN100337010C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359348A (en) * | 2011-11-08 | 2012-02-22 | 石家庄中煤装备制造股份有限公司 | Hole-pitch-adjustable drilling device |
| CN103088823A (en) * | 2011-11-08 | 2013-05-08 | 玉柴重工（常州）有限公司 | Ground anchor device of horizontal directional drilling machine |
| CN106468063A (en) * | 2015-08-23 | 2017-03-01 | 王运举 | A kind of support wall pushes grabs earth boring auger aperture apparatus |
| CN106560563A (en) * | 2015-10-06 | 2017-04-12 | 王运举 | Drilling-pulling piling apparatus |
| CN109812226A (en) * | 2019-02-01 | 2019-05-28 | 哈尔滨工程大学 | A kind of pipe side wall long-hole boring apparatus |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101250869B (en) * | 2008-04-03 | 2010-06-09 | 中铁十三局集团第四工程有限公司 | Method for pore-creating of geology with aleurite layer at upper part and middle, slightly weathered siltstone layer at lower part |
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| DE3219362C1 (en) * | 1982-05-22 | 1983-04-21 | Wirth Maschinen- und Bohrgeräte-Fabrik GmbH, 5140 Erkelenz | Method and device for drilling holes |
| DE3609111A1 (en) * | 1986-03-19 | 1987-10-01 | Turmag Turbo Masch Ag | DRILLING MACHINE |
| CN2090414U (en) * | 1991-04-28 | 1991-12-11 | 田兆海 | Boring machine |
| CN2097300U (en) * | 1991-06-06 | 1992-02-26 | 张宝民 | Stabilizer for submerged electric pump |
| US5947213A (en) * | 1996-12-02 | 1999-09-07 | Intelligent Inspection Corporation | Downhole tools using artificial intelligence based control |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359348A (en) * | 2011-11-08 | 2012-02-22 | 石家庄中煤装备制造股份有限公司 | Hole-pitch-adjustable drilling device |
| CN103088823A (en) * | 2011-11-08 | 2013-05-08 | 玉柴重工（常州）有限公司 | Ground anchor device of horizontal directional drilling machine |
| CN106468063A (en) * | 2015-08-23 | 2017-03-01 | 王运举 | A kind of support wall pushes grabs earth boring auger aperture apparatus |
| CN106468063B (en) * | 2015-08-23 | 2018-08-28 | 王运举 | Earth boring auger aperture apparatus is grabbed in a kind of pushing of support wall |
| CN106560563A (en) * | 2015-10-06 | 2017-04-12 | 王运举 | Drilling-pulling piling apparatus |
| CN106560563B (en) * | 2015-10-06 | 2018-09-25 | 王运举 | A kind of drawing brill piling equipment |
| CN109812226A (en) * | 2019-02-01 | 2019-05-28 | 哈尔滨工程大学 | A kind of pipe side wall long-hole boring apparatus |
| CN109812226B (en) * | 2019-02-01 | 2021-06-01 | 哈尔滨工程大学 | Pipeline side wall deep hole drilling device |
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| CN100337010C (en) | 2007-09-12 |
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