CN103670420A - Full-fracture-surface vertical shaft drilling machine - Google Patents
Full-fracture-surface vertical shaft drilling machine Download PDFInfo
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- CN103670420A CN103670420A CN201310677132.3A CN201310677132A CN103670420A CN 103670420 A CN103670420 A CN 103670420A CN 201310677132 A CN201310677132 A CN 201310677132A CN 103670420 A CN103670420 A CN 103670420A
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- 238000005553 drilling Methods 0.000 title claims abstract description 28
- 239000004567 concrete Substances 0.000 claims abstract description 60
- 238000000926 separation method Methods 0.000 claims abstract description 17
- 239000002893 slag Substances 0.000 claims abstract description 16
- 230000007246 mechanism Effects 0.000 claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 14
- 238000009423 ventilation Methods 0.000 claims abstract description 8
- 238000001125 extrusion Methods 0.000 claims description 24
- 238000005086 pumping Methods 0.000 claims description 7
- 239000007921 spray Substances 0.000 claims description 7
- 239000011440 grout Substances 0.000 claims description 6
- 241000406668 Loxodonta cyclotis Species 0.000 claims description 5
- 239000004519 grease Substances 0.000 claims description 4
- 230000003750 conditioning effect Effects 0.000 claims description 3
- 210000003746 feather Anatomy 0.000 claims description 3
- 230000008676 import Effects 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 25
- 239000000463 material Substances 0.000 abstract description 9
- 230000005641 tunneling Effects 0.000 abstract description 9
- 229910052500 inorganic mineral Inorganic materials 0.000 abstract description 2
- 239000011707 mineral Substances 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 abstract 2
- 239000003245 coal Substances 0.000 abstract 1
- 238000007599 discharging Methods 0.000 abstract 1
- 230000010354 integration Effects 0.000 abstract 1
- 238000010079 rubber tapping Methods 0.000 abstract 1
- 239000008187 granular material Substances 0.000 description 9
- 238000005520 cutting process Methods 0.000 description 8
- 239000000654 additive Substances 0.000 description 5
- 230000000996 additive effect Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 230000001141 propulsive effect Effects 0.000 description 5
- 238000009415 formwork Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000000523 sample Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000004035 construction material Substances 0.000 description 2
- 239000011378 shotcrete Substances 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- -1 dregs Substances 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The invention belongs to the technical field of mineral product machinery and discloses a full-fracture-surface vertical shaft drilling machine which comprises a device main girder, device platforms, a head frame, a tunneling system, a personnel and material conveying system, a shaft wall supporting and protecting system, a guaranteeing system and a manipulating chamber. The tunneling system is installed at the front end of the device main girder, the device platforms are installed at the rear end of the device main girder, the head frame is arranged on a shaft mouth, the manipulating chamber is arranged on the head frame, the personnel and material conveying system and the guaranteeing system are installed on the rear portion of the tunneling system, the shaft wall supporting and protecting system is arranged on the rear portion of the tunneling system and the periphery of the tunneling system, the personnel and material conveying system comprises a hoister, a first-level separation station, a slag storage cabin, a second-level separation station, a feeding mechanism and a conveying pump, the shaft wall supporting and protecting system comprises an auxiliary crane, a hoister, an underground concrete mixing tank, a concrete pump and an anchoring system, and the auxiliary crane, the hoister, the underground concrete mixing tank, the concrete pump and the anchoring system are installed on the device platforms respectively. The full-fracture-surface vertical shaft drilling machine solves the construction problems of large-scale vertical shafts such as coal mines, complete equipment of automation, mechanization and integration of the functions of shaft tunneling, slag tapping, supporting, protection, water discharging, ventilation and the like, the construction efficiency is improved, the construction cost is reduced, the construction safety is improved, and the application range is wide.
Description
Technical field
The invention belongs to mineral products field of mechanical technique, particularly relate to a kind of full section shaft drilling machine.
Background technology
Existing vertical shaft cutting mode is gone through long-term development, and main sinking shaft mode has drilling and blasting method, boring method, and construction technology is ripe.Vertical shaft is dug equipment and is also experienced same development course, and equipment and technology is ripe, but traditional form of construction work is still continued to use in all unrealized large breakthroughs, and well rig is difficult to realize automation, parallel construction difficulty, and sinking shaft efficiency is low, and personnel labor intensity is large.It is full-fledged through repeatedly improving that the existing vertical shaft of China is dug equipment and technology, but only by improving the efficiency of construction of single equipment, be also difficult to improve vertical shaft cutting speed.
Summary of the invention
The technical problem to be solved in the present invention overcomes above-mentioned the deficiencies in the prior art exactly, and provide a kind of automation, mechanization degree high, make To Construction of Silo more fast, safety, can complete the To Construction of Silo of major diameter, the large degree of depth and the lower full section shaft drilling machine of construction cost.
For solving the problems of the technologies described above, technical scheme of the present invention is:
A kind of full section shaft drilling machine, comprise equipment girder, equipment platform, derrick, driving system, personnel and material-transporting system, borehole wall support system and safeguards system, and OPS, at equipment girder front end, driving system is installed, at equipment main beam rear end, a plurality of equipment platforms are installed, derrick is installed on well head, derrick is provided with OPS, personnel and material-transporting system and safeguards system are arranged on driving system rear portion, borehole wall support system is arranged on driving system rear portion and surrounding, described personnel and material-transporting system comprise elevator, one-level separating station, sludge-store cabin, the second-order separation station, feeding mechanism and delivery pump, the contained whipline of described borehole wall support system, elevator, down-hole concrete drums and concrete pump and anchor system, be installed on equipment platform.
Described driving system comprises the cutterhead of back loading type cutter structure, main driving, propelling cylinder, support boots, support boots fixed ring and support boots oil cylinder, described propelling cylinder has a plurality of, and symmetry is arranged on main driving surrounding, one end of propelling cylinder is hinged on equipment girder, and the other end is hinged in main driving.
Described personnel and material-transporting system comprise slush pump, discharge pipe, one-level separating station, sludge-store cabin, rapid material-feeding device, well-bucket, elevator, stable car, slagging tray, the second-order separation station, return pipe, feeding mechanism, delivery pump, outlet pipe and inlet pipe, slush pump is arranged on cutter rear side in cutterhead, discharge pipe stock inlet is connected with slush pump, its grout outlet correspondence is provided with one-level separating station, one-level separating station slag notch correspondence is provided with sludge-store cabin, its grout outlet correspondence is provided with the second-order separation station, the second-order separation station grout outlet is communicated with return pipe, the port of export of return pipe is arranged in support boots fixed ring, the second-order separation station slag notch correspondence is provided with feeding mechanism, feeding mechanism outlet is connected with delivery pump, on delivery pump, be connected with outlet pipe, the outlet of outlet pipe is arranged on well head place, be connected with mud conditioning equipment, the import of inlet pipe is at well head place, be connected with slurrying pond, its port of export is arranged in support boots fixed ring, elevator and stable car are arranged on well head, the pulley that elevator rope is walked around on derrick is connected on well-bucket, slagging tray tilts to be arranged on derrick.
Described borehole wall support system comprise mould build system and spray anchor system, wherein the mould system of building comprises whipline, elevator, template, elephant trunk, snubber, down-hole concrete drums, concrete pump, Grouting Pipe and concrete extrusion ring and extrusion oil cylinder, template, concrete extrusion ring and the borehole wall form enclosure space, extrusion oil cylinder one end is hinged on support boots fixed ring rear portion, the other end is fixed on concrete extrusion ring, spray anchor system comprises concrete pump, rig dolly, drill oil cylinder and multifunctional drill, rig dolly is lifted on the equipment platform at driving system rear portion by drill oil cylinder, the hinged multifunctional drill that is provided with on rig dolly.
Described safeguards system comprises electric power and control module, ventilation and water flowing module and pipeline extension of module, wherein electric power and control module comprise master-control room, grease pump, Electric Appliance Cabinet, transformer, air compressor machine, pumping plant, cable and cable drum, described ventilation and water flowing module comprise blower fan, blast pipe, discharge pipe and pure water pipe, and described pipeline extension of module comprises outlet pipe telescoping tube, inlet pipe telescoping tube, concrete telescoping tube, extensional pipeline and pipeline valve.
Described driving system also comprises cross axle and tuning joint, cross axle is arranged in main driving, be connected as a single entity with main driving, cutterhead, tuning joint one end is rotatably installed on cross axle, the other end is connected with propelling cylinder, tuning joint intermediate structure is two-way cylinder simultaneously, and these cylinder rod two ends are slidably connected with support boots fixed ring.To limit the movement locus of tuning joint, propelling cylinder acts on tuning joint by propulsive force, support boots fixed ring is the movement locus of tuning joint fixedly, make it to move downward, tuning joint is delivered to cross axle by propulsive force again, and then be delivered to main driving, cutterhead, by controlling 360 ° of flexible working control cutterhead of the flexible of propelling cylinder and tuning joint two-way cylinder, turn to
.
Described support boots are a plurality of for having, and form loop configuration, and each support boots is connected in main driving by feather key.
Described template is that the independent template of many groups forms.
Described concrete extrusion ring is Split type structure, comprises main ring, plug ring and nut, on plug ring, is welded with screw rod, and screw rod passes the screw hole on main ring, and is connected and fixed by nut at the end of screw rod.
Described borehole wall support system also comprises pre-grouting system and concrete additive filling apparatus, and this pre-grouting system comprises multifunctional drill and grouting pump.
The beneficial effect of technical solution of the present invention is:
1, structurally, the full section shaft drilling machine of the present invention comprises equipment girder, equipment platform, derrick, driving system, personnel and material-transporting system, borehole wall support system and safeguards system and OPS, the new mode that adopts brand-new vertical shaft to dig, be mainly used in the cutting of various vertical shafts, realize the full section of vertical shaft and efficiently construct; The present invention be integrate driving, slag tap, the integrated a complete set of equipment of the function such as supporting, draining, ventilation, forward probe, the parallel operations such as realize vertical shaft cutting, supporting, slag tap, mechanical automation degree is high, improve To Construction of Silo efficiency simultaneously, shorten vertical shaft well construction period, greatly save shaft building cost, reduced mining site early investment.
2, structurally, driving system of the present invention mainly contains cutterhead, main driving, propelling cylinder, support boots, support boots oil cylinder composition, realizes vertical shaft full advance, when driving system also comprises cross axle and tuning joint, tuning joint intermediate structure is two-way cylinder, these cylinder rod two ends are slidably connected with support boots fixed ring, to limit the movement locus of tuning joint, propelling cylinder acts on tuning joint by propulsive force, support boots fixed ring is the movement locus of tuning joint fixedly, make it to move downward, tuning joint is delivered to cross axle by propulsive force again, and then be delivered to main driving, cutterhead, by controlling 360 ° of flexible working control cutterhead of the flexible of propelling cylinder and tuning joint two-way cylinder, turn to, can realize the full section of vertical shaft digs, easy for operation.
3, structurally, the conveying of the present invention staff and material mainly contains the compositions such as winch, well-bucket, mud tube, slag stock pump, mud conditioning station, realizes the transportation of the materials such as aboveground, personnel in the pit, dregs, steel; Personnel and construction material complete by a set of man hoist and personnel's cage, the conveying of its dregs completes in two steps, first slush pump is delivered to one-level separating station by the mud that carries dregs through discharge pipe, through separated bulky grain dregs, enter sludge-store cabin, by sludge-store cabin bottom rapid material-feeding device, pack dregs into well-bucket, by elevator, be delivered to well head, by slagging tray, pack the slag car into and be transported to assigned address; Granule dregs and mud enter the second-order separation station, after treatment that granule dregs is separated with mud, mud is back to work plane by return pipe, recycles, granule dregs enters feeding mechanism, by delivery pump by outlet pipe by mud pumping to ground; Ground premium mud is transported to down-hole by inlet pipe; Above each system be used in conjunction with on completed well, the conveying of personnel in the pit, material, dregs, mud; Whole induction system overall construction design is reasonable, and personnel, material, dregs, slurry transportation parallel operations, improved operating efficiency.
4, structurally, borehole wall support system of the present invention is mainly comprised of template, elephant trunk, snubber, concrete pump etc., realizes the borehole wall to build in time; Can also utilize rig dolly, drill oil cylinder to control multifunctional drill and play anchor pole, forward probe and pre-grouting operation; Thereby borehole wall support system can spray that anchor, mould are built, extruded concrete, the multiple construction of pre-grouting, it is simple, reliable that Construction Mode switches, and can meet the needs of Different Strata construction.
5, in structure, safeguards system of the present invention mainly contains the compositions such as electric power facility, control device, ventilation equipment and water flowing facility, guarantees the needs of underground equipment work and personnel's life support, assurance equipment, personnel's normal work; Wherein cable, pure water pipe are arranged on steady rope, with equipment to downward-extension, blast pipe, backwind tube are arranged on the borehole wall, with the extension of the borehole wall, lay downwards, and pipeline extension device adopts down-hole to extend, utilize outlet pipe telescoping tube, inlet pipe telescoping tube, concrete telescoping tube, after a flexible stroke completes, pipeline is disconnected, pipeline is retracted, have whipline to fill a new pipeline and carry out pipeline extension, it is simple, convenient that operation is used.
6, in addition, shaft drilling machine of the present invention also can be used for the vertical shafts such as tunnel, water power, nuclear power, underground construction to be dug, and opens the passage of underground construction, realizes quick, safe underground construction, and applied range, is suitable for promotion and implementation.
7, to sum up, the full section shaft drilling machine of the present invention has solved the construction problem of the large-scale vertical shafts such as colliery, realize shaft sinking, slag tap, the automation of a series of functions such as supporting, draining, ventilation, mechanization, integrated a complete set of equipment, improve efficiency of construction, reduce construction expensive, increase working security, and applied range, therefore, be very suitable for promotion and implementation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in further detail, wherein:
Fig. 1 is the structural representation of the full section shaft drilling machine of the present invention;
Fig. 2 is the structural representation of the driving system of full section shaft drilling machine shown in Fig. 1;
Fig. 3 is the full personnel of section shaft drilling machine and the structural representation of material-transporting system shown in Fig. 1;
Fig. 4 is the structural representation of the borehole wall support system of full section shaft drilling machine shown in Fig. 1;
Fig. 5 is the structural representation of the duty of the borehole wall support system of full section shaft drilling machine shown in Fig. 1;
Fig. 6 is the structural representation of the safeguards system of full section shaft drilling machine shown in Fig. 1;
Fig. 7 is the borehole wall support system concrete extrusion ring structural representation of full section shaft drilling machine shown in Fig. 4;
Fig. 8 is the borehole wall support system concrete extrusion ring blast structural representation of full section shaft drilling machine shown in Fig. 7;
Sequence number in figure: 1, driving system, 101, cutterhead, 102, support boots oil cylinder, 103, support boots, 104, main driving, 105, propelling cylinder, 106, tuning joint, 107, cross axle, 108, support boots fixed ring, 2, personnel and material-transporting system, 201, slush pump, 202, discharge pipe, 203, return pipe, 204, delivery pump, 205, feeding mechanism, 206, the second-order separation station, 207, outlet pipe, 208, well-bucket, 209, one-level separating station, 210, sludge-store cabin, 211, inlet pipe, 212, man hoist, 213, personnel's cage, 214, slagging tray, 215, stable car, 216, elevator, 3, borehole wall support system, 301, elephant trunk, 302, snubber, 303, concrete pump, 304, Grouting Pipe, 305, concrete extrusion ring, 305-1, plug ring, 305-2, nut, 305-3, main ring, 306, extrusion oil cylinder, 307, multifunctional drill, 308, rig dolly, 309, drill oil cylinder, 310, concrete drums, 311, template, 312, elevator, 313, whipline, 314, grouting pump, 315, concrete additive filling apparatus, 4, safeguards system, 401, master-control room, 402, grease pump, 403, Electric Appliance Cabinet, 404, transformer, 405, air compressor machine, 406, pumping plant, 407, blast pipe, 408, backwind tube, 409, outlet pipe telescoping tube, 410, inlet pipe telescoping tube, 411, concrete telescoping tube, 412, , cable, 413, pure water pipe, 5, equipment girder, 6, equipment platform, 7, blower fan, 8, derrick, 9, cable drum, 10, OPS.
the specific embodiment
Embodiment mono-:
Referring to Fig. 1 to Fig. 8, in figure, the full section shaft drilling machine of the present invention, this equipment is divided into driving system 1, personnel and material-transporting system 2, borehole wall support system 3, the large system of safeguards system 4 four and equipment girder 5, equipment platform 6, blower fan 7, derrick 8, cable drum 9, OPS 10 etc., and each system consists of equipment independently.
Shaft sinking system is mainly by cutterhead 101, support boots oil cylinder 102, support boots 103, main driving 104, propelling cylinder 105, tuning joint 106, cross axle 107, support boots fixed ring 108.Described support boots are a plurality of for having, and form loop configuration, and each support boots is connected in main driving by feather key.Support boots oil cylinder 102 stretching support boots 103 act on the borehole wall, produce the origin of force of propelling cylinder 105, propelling cylinder pushes away the main driving 104 of 105 propelling and then promotes cutterhead 101 and produces driving action, by controlling the tunneling direction of the extension and contraction control cutterhead 101 of propulsion cylinder 105, main driving 104 drives cutterhead 101 to carry out shaft sinking.This system can not be subject to the impact of the factors such as the degree of depth, stratum, guarantees driving speed and the tunneling direction of equipment with powerful broken rock power and propulsive force.
Personnel and material transport system are mainly comprised of slush pump 201, discharge pipe 202, return pipe 203, delivery pump 204, feeding mechanism 205, the second-order separation station 206, outlet pipe 207, well-bucket 208, one-level separating station 209, sludge-store cabin 210, inlet pipe 211, man hoist 212, personnel's cage 213, slagging tray 214, stable car 215, elevator 216 etc.Personnel and construction material complete by a set of man hoist 212 and personnel's cage 213; The conveying of dregs completes in two steps, first slush pump 201 is delivered to one-level separating station 209 by the mud that carries dregs through discharge pipe 202, through separated bulky grain dregs, enter sludge-store cabin 210, by bottom rapid material-feeding device, pack dregs into well-bucket 208, by elevator 216, be delivered to well head, by slagging tray 214, pack the slag car into and be transported to assigned address.Granule dregs and mud enter the second-order separation station 206, after treatment that granule dregs is separated with mud, mud is back to work plane by return pipe 203, recycle, granule dregs enters feeding mechanism 205, by delivery pump 204 by outlet pipe 207 by mud pumping to ground; Ground premium mud is transported to down-hole by inlet pipe 211; Above each system be used in conjunction with on completed well, the conveying of personnel in the pit, material, dregs, mud.This system adopts that mud is taken slag, separating dry space from moist space is slagged tap, and slag, thing, people is separated carries, and realizes low energy consumption, high efficiency is slagged tap.
Borehole wall support system is mainly comprised of elephant trunk 301, snubber 302, concrete pump 303, Grouting Pipe 304, concrete extrusion ring 305, extrusion oil cylinder 306, multifunctional drill 307, rig dolly 308, drill oil cylinder 309, concrete drums 310, template 311, elevator 312, whipline 313, grouting pump 314, concrete additive filling apparatus 315 etc.Adopt down-hole mould to build the borehole wall and carry out supporting, utilize whipline 313 by mass transport such as reinforcing bars to operating position, carry out reinforcing bar binding, utilize elevator 312 that template is delivered to formwork erection position and carry out formwork erection, concrete is delivered to down-hole concrete drums 310 through carrier pipe 301, snubber 302 by ground, then through concrete pump 303, Grouting Pipe 304, injects template 311 and carry out concreting.Adopt the construction of spray anchor, utilize concrete pump 303, concrete additive filling apparatus 315, air compressor machine 404 etc. to carry out shotcrete operation.Utilize template 311, concrete extrusion ring 305 and the borehole wall to form enclosure space, utilize concrete pump 303 to carry out slip casting, utilize extrusion oil cylinder 306 promotion concrete extrusion ring 305 compacted concretes to complete the borehole wall and build.Utilize rig dolly 308, drill oil cylinder 309 to control multifunctional drill 307 and play anchor pole, forward probe and pre-grouting operation.Described concrete extrusion ring is Split type structure, comprises main ring 305-3, plug ring 305-1 and nut 305-2, on plug ring, is welded with screw rod, and screw rod passes the screw hole on main ring, and is connected and fixed by nut at the end of screw rod.Described template is that the independent template of many groups forms.
Safeguards system is mainly comprised of master-control room 401, grease pump 402, Electric Appliance Cabinet 403, transformer 404, air compressor machine 405, pumping plant 406, blast pipe 407, backwind tube 408, outlet pipe telescoping tube 409, inlet pipe telescoping tube 410, concrete telescoping tube 411, cable 412, pure water pipe 413 etc., to guarantee underground equipment and personnel's need of work.Cable 412, pure water pipe 413 are arranged on steady rope, with equipment to downward-extension, blast pipe 407, backwind tube 408 are arranged on the borehole wall, extension with the borehole wall is laid downwards, and pipeline extension device adopts down-hole to extend, and utilizes outlet pipe telescoping tube 409, inlet pipe telescoping tube 410, concrete telescoping tube 411, after a flexible stroke completes, pipeline is disconnected, and pipeline is retracted, and has whipline 313 to fill a new pipeline and carries out pipeline extension.
The course of work of the present invention is as follows:
The dregs of cutterhead 101 cuttings incorporates mud, slush pump 201 is delivered to one-level separating station 209 by the mud that carries dregs through discharge pipe 202, through separated bulky grain dregs, enter sludge-store cabin 210, by bottom rapid material-feeding device, pack dregs into well-bucket 208, by elevator 216, be delivered to well head, by slagging tray 214, pack the slag car into and be transported to assigned address.Granule dregs and mud enter the second-order separation station 206, after treatment that granule dregs is separated with mud, mud is back to work plane by return pipe 203, recycle, granule dregs enters feeding mechanism 205, by delivery pump 204 by outlet pipe 207 by mud pumping to ground; Ground premium mud is transported to down-hole by inlet pipe 211.
In equipment driving, adopt down-hole mould to build the borehole wall and carry out supporting, utilize whipline 313 by mass transport such as reinforcing bars to operating position, carry out reinforcing bar binding, utilize elevator 312 that template is delivered to formwork erection position and carry out formwork erection, concrete is delivered to down-hole concrete drums 310 through carrier pipe 301, snubber 302 by ground, then through concrete pump 303, Grouting Pipe 304, injects template 311 and carry out concreting.Adopt the construction of spray anchor, utilize concrete pump 303, concrete additive filling apparatus 315, air compressor machine 404 etc. to carry out shotcrete operation.Utilize template 311, concrete extrusion ring 305 and the borehole wall to form enclosure space, utilize concrete pump 303 to carry out slip casting, utilize extrusion oil cylinder 306 promotion concrete extrusion ring 305 compacted concretes to complete the borehole wall and build.
In work progress, utilize rig dolly 308, drill oil cylinder 309 to control multifunctional drill 307 and play anchor pole, forward probe and pre-grouting operation.
Along with constantly tunneling downwards of equipment, after blast pipe 407, backwind tube 408, outlet pipe telescoping tube 409, inlet pipe telescoping tube 410, concrete telescoping tube 411, cable 412, the flexible stroke of pure water pipe 413 use, by conduit upper valve closing, disconnect pipeline, telescoping tube is retracted, utilize whipline 313 backup line of slinging, carry out pipeline installation, extensional pipeline, proceeds driving.Thereby the parallel operations that realized vertical shaft cutting, lining cutting, slag tap etc. constructed.
The foregoing is only the schematic specific embodiment of the present invention; not in order to limit scope of the present invention; any those skilled in the art, not departing from equivalent variations and the modification of making under the prerequisite of design of the present invention and principle, all should belong to the scope of protection of the invention.
Claims (8)
1. a full section shaft drilling machine, comprise equipment girder, equipment platform, derrick, driving system, personnel and material-transporting system, borehole wall support system and safeguards system, and OPS, it is characterized in that: at equipment girder front end, driving system is installed, at equipment main beam rear end, a plurality of equipment platforms are installed, derrick is installed on well head, derrick is provided with OPS, personnel and material-transporting system and safeguards system are arranged on driving system rear portion, borehole wall support system is arranged on driving system rear portion and surrounding, the contained elevator of described personnel and material-transporting system, one-level separating station, sludge-store cabin, the second-order separation station, feeding mechanism and delivery pump, the contained whipline of described borehole wall support system, elevator, down-hole concrete drums and concrete pump and anchor system, be installed on equipment platform.
2. full section shaft drilling machine according to claim 1, it is characterized in that: described driving system comprises the cutterhead of cutter back loading type structure, main driving, propelling cylinder, support boots, support boots fixed ring and support boots oil cylinder, described propelling cylinder has a plurality of, and be distributed on main driving rear portion surrounding, one end of propelling cylinder is hinged on equipment girder, and the other end is hinged on main driving rear portion.
3. full section shaft drilling machine according to claim 1, is characterized in that: described personnel and material-transporting system comprise slush pump, discharge pipe, one-level separating station, sludge-store cabin, rapid material-feeding device, well-bucket, elevator, stable car, slagging tray, the second-order separation station, return pipe, feeding mechanism, delivery pump, outlet pipe and inlet pipe, slush pump is arranged on main driving center, and pulp absorbing hole is through cutterhead, discharge pipe stock inlet is connected with slush pump, its grout outlet correspondence is provided with one-level separating station, one-level separating station slag notch correspondence is provided with sludge-store cabin, its grout outlet correspondence is provided with the second-order separation station, the second-order separation station grout outlet is communicated with return pipe, the port of export of return pipe is arranged in support boots fixed ring, the second-order separation station slag notch correspondence is provided with feeding mechanism, feeding mechanism outlet is connected on delivery pump, on delivery pump, be connected with outlet pipe, the outlet of outlet pipe is arranged on well head place, connect mud conditioning equipment, the import of inlet pipe is at well head place, connect slurrying pond, its port of export is arranged in support boots fixed ring, elevator and stable car are arranged on well head, the pulley that elevator rope is walked around on derrick is connected on well-bucket, slagging tray is arranged on derrick.
4. full section shaft drilling machine according to claim 1, it is characterized in that: described borehole wall support system comprise mould build system and spray anchor system, wherein the mould system of building comprises whipline, elevator, template, elephant trunk, snubber, down-hole concrete drums, concrete pump, Grouting Pipe and concrete extrusion ring and extrusion oil cylinder, template, concrete extrusion ring and the borehole wall form enclosure space, extrusion oil cylinder one end is hinged on support boots fixed ring rear portion, the other end is fixed on concrete extrusion ring, spray anchor system comprises concrete pump, rig dolly, drill oil cylinder and multifunctional drill, rig dolly is lifted on the equipment platform at driving system rear portion by drill oil cylinder, the hinged multifunctional drill that is provided with on rig dolly.
5. full section shaft drilling machine according to claim 1, it is characterized in that: described safeguards system comprises electric power and control module, ventilation and water flowing module and pipeline extension of module, wherein electric power and control module comprise master-control room, grease pump, Electric Appliance Cabinet, transformer, air compressor machine, pumping plant, cable and cable drum, described ventilation and water flowing module comprise blower fan, blast pipe, discharge pipe and pure water pipe, and described pipeline extension of module comprises outlet pipe telescoping tube, inlet pipe telescoping tube, concrete telescoping tube, extensional pipeline and pipeline valve.
6. full section shaft drilling machine according to claim 2, it is characterized in that: described driving system also comprises cross axle and tuning joint, cross axle is arranged in main driving, be connected as a single entity with main driving, cutterhead, tuning joint one end is rotatably installed on cross axle, the other end is connected with propelling cylinder, and tuning joint intermediate structure is two-way cylinder simultaneously, and these cylinder rod two ends are slidably connected with support boots fixed ring.
7. full section shaft drilling machine according to claim 2, is characterized in that: described support boots are a plurality of for having, and forms loop configuration, and each support boots is connected in main driving by feather key.
8. full section shaft drilling machine according to claim 4, is characterized in that: described template is the independent template formation of many groups.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310677132.3A CN103670420B (en) | 2013-12-13 | 2013-12-13 | Tunneling boring shaft drilling machine |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310677132.3A CN103670420B (en) | 2013-12-13 | 2013-12-13 | Tunneling boring shaft drilling machine |
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| CN103670420A true CN103670420A (en) | 2014-03-26 |
| CN103670420B CN103670420B (en) | 2016-03-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310677132.3A Active CN103670420B (en) | 2013-12-13 | 2013-12-13 | Tunneling boring shaft drilling machine |
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Cited By (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389607A (en) * | 2014-10-22 | 2015-03-04 | 中铁工程装备集团有限公司 | Novel drilling and blasting method vertical shaft drilling machine |
| CN104612695A (en) * | 2015-01-29 | 2015-05-13 | 湖南科技大学 | Repairing and reinforcing method for vertical shaft wall collapsed fiercely |
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| CN109236314A (en) * | 2018-10-26 | 2019-01-18 | 中铁工程装备集团有限公司 | Serial manipulator support, the soft arm development machine that arbitrary cross-section tunnel can be excavated |
| CN109488205A (en) * | 2018-12-06 | 2019-03-19 | 中建地下空间有限公司 | A kind of sinking method shaft excavation machine drilling stroke and control pressurer system |
| CN109553024A (en) * | 2018-12-06 | 2019-04-02 | 中信重工机械股份有限公司 | A kind of single roller multiple spot lift for the method swing type shaft excavation machine that sinks |
| CN109630123A (en) * | 2018-07-23 | 2019-04-16 | 中国铁建重工集团有限公司 | Deep shaft rock ripper |
| CN109958440A (en) * | 2017-12-25 | 2019-07-02 | 中铁工程装备集团有限公司 | A kind of New type detachable shaft excavation machine |
| CN110541708A (en) * | 2019-09-27 | 2019-12-06 | 中铁工程装备集团有限公司 | Drilling machine for excavating rectangular vertical shaft |
| CN110761794A (en) * | 2019-12-26 | 2020-02-07 | 中国铁建重工集团股份有限公司 | Shaft heading machine and propulsion system thereof |
| WO2020082746A1 (en) * | 2018-10-26 | 2020-04-30 | 中铁工程装备集团有限公司 | Robot-supported flexible-arm boring machine capable of excavating tunnel with arbitrary cross section |
| CN111287753A (en) * | 2020-04-20 | 2020-06-16 | 陆秋云 | An annular section drilling rig for a vertical shaft |
| CN111852481A (en) * | 2020-07-29 | 2020-10-30 | 中铁工程装备集团有限公司 | Shaft construction method and heading machine |
| CN112253128A (en) * | 2020-09-07 | 2021-01-22 | 辽宁三三工业有限公司 | Full-automatic full-section vertical shield tunneling machine |
| CN112761645A (en) * | 2021-02-04 | 2021-05-07 | 中铁工程装备集团有限公司 | Continuous slag discharging device of vertical shaft heading machine and follow-up slag discharging method |
| CN113404497A (en) * | 2021-07-13 | 2021-09-17 | 中国铁建重工集团股份有限公司 | Shaft heading machine suitable for tunneling under water |
| CN113482623A (en) * | 2021-06-28 | 2021-10-08 | 山西工程技术学院 | Shaft shield constructs machine and blade disc system thereof |
| CN113914777A (en) * | 2021-10-14 | 2022-01-11 | 中铁工程装备集团有限公司 | Raise boring machine with synchronous digging and supporting and construction method thereof |
| CN114278305A (en) * | 2022-01-14 | 2022-04-05 | 中铁工程装备集团有限公司 | Hole expanding type vertical shaft tunneling machine and construction method thereof |
| CN115288697A (en) * | 2022-08-25 | 2022-11-04 | 煤炭工业合肥设计研究院有限责任公司 | A shaft full-section roadheader system |
| US11891865B1 (en) | 2022-08-25 | 2024-02-06 | Hefei Design & Research Institute Of Coal Industry Co., Ltd | Full-face shaft tunnel boring machine system |
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| CN104389607B (en) * | 2014-10-22 | 2016-06-08 | 中铁工程装备集团有限公司 | Novel drilling and blasting method shaft drilling machine |
| CN104389607A (en) * | 2014-10-22 | 2015-03-04 | 中铁工程装备集团有限公司 | Novel drilling and blasting method vertical shaft drilling machine |
| CN105888720A (en) * | 2014-12-19 | 2016-08-24 | 四川省华蓥山煤业股份有限公司李子垭煤矿 | Lower vertical bore-hole gangue drop prevention device |
| CN104612695A (en) * | 2015-01-29 | 2015-05-13 | 湖南科技大学 | Repairing and reinforcing method for vertical shaft wall collapsed fiercely |
| CN106121657A (en) * | 2016-08-29 | 2016-11-16 | 杭州牛斯顿立体车库有限公司 | A kind of multifunctional numerical control shaft sinking device and construction method |
| CN106121657B (en) * | 2016-08-29 | 2018-08-07 | 杭州牛斯顿立体车库有限公司 | A kind of multifunctional numerical control shaft sinking device and construction method |
| CN106761763A (en) * | 2016-12-07 | 2017-05-31 | 中铁工程装备集团有限公司 | A kind of novel silo development machine and its construction method |
| CN106761763B (en) * | 2016-12-07 | 2018-12-28 | 中铁工程装备集团有限公司 | A kind of shaft excavation machine and its construction method |
| CN107461197A (en) * | 2017-09-30 | 2017-12-12 | 中铁工程装备集团有限公司 | A kind of drop shaft sinking shaft excavation machine and its construction method |
| CN109958440B (en) * | 2017-12-25 | 2021-07-30 | 中铁工程装备集团有限公司 | Novel split type shaft heading machine |
| CN109958440A (en) * | 2017-12-25 | 2019-07-02 | 中铁工程装备集团有限公司 | A kind of New type detachable shaft excavation machine |
| CN108533268A (en) * | 2018-05-18 | 2018-09-14 | 中煤第五建设有限公司 | A kind of shaft construction device and its application method |
| CN108533268B (en) * | 2018-05-18 | 2024-04-26 | 中煤第五建设有限公司 | Vertical shaft construction device and use method thereof |
| CN109630123B (en) * | 2018-07-23 | 2024-02-02 | 中国铁建重工集团股份有限公司 | Rock tunneller for deep shaft |
| CN109630123A (en) * | 2018-07-23 | 2019-04-16 | 中国铁建重工集团有限公司 | Deep shaft rock ripper |
| CN108756888B (en) * | 2018-07-25 | 2024-02-20 | 中铁工程装备集团有限公司 | Small-diameter hard rock shaft heading machine |
| CN108756888A (en) * | 2018-07-25 | 2018-11-06 | 中铁工程装备集团有限公司 | A kind of minor diameter hard rock shaft excavation machine |
| CN109236314A (en) * | 2018-10-26 | 2019-01-18 | 中铁工程装备集团有限公司 | Serial manipulator support, the soft arm development machine that arbitrary cross-section tunnel can be excavated |
| WO2020082746A1 (en) * | 2018-10-26 | 2020-04-30 | 中铁工程装备集团有限公司 | Robot-supported flexible-arm boring machine capable of excavating tunnel with arbitrary cross section |
| CN109236315B (en) * | 2018-10-26 | 2024-04-12 | 中铁工程装备集团有限公司 | Flexible arm heading machine for excavating tunnel with arbitrary section by single cutter disc supported by robot |
| CN109236314B (en) * | 2018-10-26 | 2024-04-09 | 中铁工程装备集团有限公司 | Flexible arm heading machine supported by serial robots and capable of excavating tunnels with arbitrary sections |
| CN109236315A (en) * | 2018-10-26 | 2019-01-18 | 中铁工程装备集团有限公司 | The hilted broadsword disk of robot support excavates the soft arm development machine in arbitrary cross-section tunnel |
| CN109553024A (en) * | 2018-12-06 | 2019-04-02 | 中信重工机械股份有限公司 | A kind of single roller multiple spot lift for the method swing type shaft excavation machine that sinks |
| CN109488205A (en) * | 2018-12-06 | 2019-03-19 | 中建地下空间有限公司 | A kind of sinking method shaft excavation machine drilling stroke and control pressurer system |
| CN110541708A (en) * | 2019-09-27 | 2019-12-06 | 中铁工程装备集团有限公司 | Drilling machine for excavating rectangular vertical shaft |
| CN110541708B (en) * | 2019-09-27 | 2021-09-03 | 中铁工程装备集团有限公司 | Drilling machine for excavating rectangular vertical shaft |
| CN110761794A (en) * | 2019-12-26 | 2020-02-07 | 中国铁建重工集团股份有限公司 | Shaft heading machine and propulsion system thereof |
| CN111287753A (en) * | 2020-04-20 | 2020-06-16 | 陆秋云 | An annular section drilling rig for a vertical shaft |
| CN111852481A (en) * | 2020-07-29 | 2020-10-30 | 中铁工程装备集团有限公司 | Shaft construction method and heading machine |
| CN112253128A (en) * | 2020-09-07 | 2021-01-22 | 辽宁三三工业有限公司 | Full-automatic full-section vertical shield tunneling machine |
| CN112761645A (en) * | 2021-02-04 | 2021-05-07 | 中铁工程装备集团有限公司 | Continuous slag discharging device of vertical shaft heading machine and follow-up slag discharging method |
| CN113482623A (en) * | 2021-06-28 | 2021-10-08 | 山西工程技术学院 | Shaft shield constructs machine and blade disc system thereof |
| CN113482623B (en) * | 2021-06-28 | 2024-02-02 | 山西工程技术学院 | A shaft shield machine and its cutter head system |
| CN113404497A (en) * | 2021-07-13 | 2021-09-17 | 中国铁建重工集团股份有限公司 | Shaft heading machine suitable for tunneling under water |
| CN113914777B (en) * | 2021-10-14 | 2024-02-06 | 中铁工程装备集团有限公司 | Drilling and supporting synchronous well reversing drilling machine and construction method thereof |
| CN113914777A (en) * | 2021-10-14 | 2022-01-11 | 中铁工程装备集团有限公司 | Raise boring machine with synchronous digging and supporting and construction method thereof |
| CN114278305A (en) * | 2022-01-14 | 2022-04-05 | 中铁工程装备集团有限公司 | Hole expanding type vertical shaft tunneling machine and construction method thereof |
| US11891865B1 (en) | 2022-08-25 | 2024-02-06 | Hefei Design & Research Institute Of Coal Industry Co., Ltd | Full-face shaft tunnel boring machine system |
| CN115288697A (en) * | 2022-08-25 | 2022-11-04 | 煤炭工业合肥设计研究院有限责任公司 | A shaft full-section roadheader system |
| CN117588260A (en) * | 2024-01-19 | 2024-02-23 | 张家口市宣化金科钻孔机械有限公司 | Multifunctional pump station for drilling equipment |
| CN117588260B (en) * | 2024-01-19 | 2024-03-19 | 张家口市宣化金科钻孔机械有限公司 | Multifunctional pump station for drilling equipment |
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