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65results about How to "Improve rock breaking effect" patented technology

Composite fracturing and uniform permeability-improving method for tree-like boreholes in coal seams of underground coal mine

The invention discloses a composite fracturing and uniform permeability-improving method for tree-like boreholes in coal seams of an underground coal mine. The composite fracturing and uniform permeability-improving method is suitable for permeability improvement of soft low-permeability coal seams, and is characterized in that a gas exhausting and mining hole serve as a mother hole, uniformly distributed self-advancing boreholes serve as tree-like son boreholes, and a tree-like borehole net is subjected to hole-sealing fracturing. Compared with a conventional hydraulic fracturing method, the composite fracturing and uniform permeability-improving method can realize uniform fracturing of the low-permeability coal seams to enlarge the fracturing range of single crossing boreholes, so that uniform permeability improvement is achieved, and the shortcomings that the crossing boreholes subjected to conventional hydraulic fracturing are low in utilization ratio, and a single major fracture can damage top and bottom beds are overcome. The composite fracturing and uniform permeability-improving method is simple to operate, large in permeability improvement range and good in permeability improvement effect and provides a guarantee for safety production of the underground coal mine.
Owner:CHONGQING UNIV

Microwave-assisted rock breaking TBM cutter head for hard rocks

PendingCN109763832AExpand coverageGood rock breaking effectDust removalFire preventionRock breakingDisc cutter
The invention discloses a microwave-assisted rock breaking TBM cutter head for hard rocks. The cutter head comprises a TBM cutter head body, wherein the TBM cutter head body mainly comprises a single-edge rock breaking hobbing cutter, a double-edge rock breaking hobbing cutter, a plurality of water injection dedusting openings and a plurality of microwave-assisted rock breaking emitters; the cutter head covers rock breaking paths in different tracks through the combination of the double-edge rock breaking hobbing cutter and the single-edge rock breaking hobbing cutter; a cutter head panel is provided with the water injection dedusting openings; the cutter head panel is provided with the microwave-assisted rock breaking emitters; each microwave-assisted rock breaking emitter comprises a microwave emitting disc, a wave guiding structure and a microwave emitting module. The cutter head has the advantages that a microwave emitting device is started in case of hard strata, rocks are rapidlyheated through microwave, mechanical properties of rocks, such as the point load strength, uniaxial compressive strength and tensile strength, are reduced, rock joint fissure assisted TBM hobbing cutter rock breaking is added, the penetration speed of disc cutters is improved, the rock breaking rate is improved, the thrust and torque of TBM equipment are reduced, abrasion of the hobbing cutters in hard rocks and cutter changing frequency are reduced, the construction period can be greatly reduced, and the construction investment can be reduced.
Owner:CHINA RAILWAY TUNNEL GROUP CO LTD +2

Dry ice powder dynamic rock breaking device, dry ice powder dynamic rock breaking system and dry ice powder dynamic rock breaking method

PendingCN108518225AGood rock breaking effectImprove securityDisloding machinesTunnelsDry iceOperation safety
The invention relates to a dry ice powder dynamic rock breaking device, a dry ice powder dynamic rock breaking system and a dry ice powder dynamic rock breaking method, and relates to the technical field of expansion rock breaking. The dry ice powder dynamic rock breaking device comprises an energy-gathered body arranged in a drilling hole of the surrounding rock of a stratum, and a curing layer filled between the energy-gathered body and the inner wall of the drilling hole, the energy-gathered body includes an impermeable and heat insulation shell and a cracking agent filled in the impermeable and heat insulation shell,the cracking agent comprises a mixture of dry ice powder and CO2 energy-gathered agent, and a resistance wire exciter is embedded in the impermeable and heat insulation shell; the dry ice powder dynamic rock breaking system comprises the dry ice powder dynamic rock breaking device and apunching device, wherein the dry ice powder dynamic rock breaking device and the dryice powder dynamic rock breaking system can achieve the ideal rock breaking effect, and the dry ice powder dynamic rock breaking system is high in safety and easy to operate. The dry ice powder dynamic rock breaking method is carried out by utilizing the dry ice powder dynamic rock breaking system, so that the operation safety can be improved, and the ideal rock breaking effect is achieved.
Owner:江苏中控能源科技有限公司

High-pressure-water cavitation rock breaking TBM and construction method thereof

The invention discloses a high-pressure-water cavitation rock breaking TBM and a construction method thereof. The TBM comprises a main machine. A cutter disc is arranged at the front end of the main machine and provided with pulse cavitation nozzles. The pulse cavitation nozzles are connected with a high-pressure-water system. A vacuum sewage discharge system is connected to the rear portion of the cutter disc. The cutter disc is connected with a main driver arranged in the main machine. A slag inlet is formed in the front end face of the cutter disc. A muddy water bin is arranged on the rearportion of the cutter disc. A slag outlet is formed in the lower portion of the muddy water bin and connected with the vacuum sewage discharge system. According to the TBM, the multiple pulse cavitation nozzles are reasonably arranged on the cutter disc, the high pressure water forms cavitation water jet flow after passing through the cavitation nozzles and directly impacts, corrodes and crushes rock, full-fracture-surface pure water rock breaking is achieved, the rock breaking efficiency is improved, and the construction risk is reduced. According to the TBM, non-contact type rock breaking isadopted, torque and total thrust of the main driver can be reduced effectively, power of the main driver is reduced, meanwhile, vibration of the TBM is reduced, and abrasion and replacement of cutters are reduced.
Owner:CHINA RAILWAY ENGINEERING EQUIPMENT GROUP CO LTD

Hydraulic power-mechanical TBM cutter head combined rock breaking method, hydraulic power-mechanical combined rock breaking TBM cutter head and hydraulic power-mechanical combined rock breaking TBM device

PendingCN110219660AGood rock breaking effectFor the purpose of joint rock breakingTunnelsRock breakingPetrology
The invention discloses a hydraulic power-mechanical TBM cutter head combined rock breaking method. The hydraulic power-mechanical TBM cutter head combined rock breaking method comprises the steps that a combined rock breaking TBM cutter head is installed, and the combined rock breaking TBM cutter head is aligned to the position of a to-be-excavated grotto; a TBM outer machine frame is fixed, anda combined rock breaking TBM is started and is enabled to tunnel forwards for a stroke; and the referred steps are repeated, the next stroke operation is started until tunneling is carried out to a specified distance, and excavation of the grotto is completed. The hydraulic power-mechanical TBM cutter head combined rock breaking method has the advantages of suitable penetration degree and high rock breaking efficiency. The invention further discloses the hydraulic power-mechanical combined rock breaking TBM cutter head adopted by the hydraulic power-mechanical TBM cutter head combined rock breaking method. The invention further discloses a hydraulic power-mechanical combined rock breaking TBM device adopted by the hydraulic power-mechanical TBM cutter head combined rock breaking method.
Owner:INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI

Pulse-impact rock breaking drill bit

ActiveCN108756733AGood rock breaking effectIncrease mechanical speedEarth drilling toolsDrill bitsGeotechnical engineeringDrill bit
The invention discloses a pulse-impact rock breaking drill bit. The upper end of an upper joint is in threaded connection with an upper drill column, and the lower end of the upper joint is in threaded connection with the upper end of a drill bit base body. Fixed cutting teeth are mounted in an interference mode in blind holes which are regularly distributed in the surface of the lower portion ofthe drill bit base body. A nozzle and a water outlet in the lower portion of the outer circumference of the drill bit base body are fastened in a threaded mode, impact cutting teeth and a disc springare integrally mounted in a stepped hole of the drill bit base body, and a sealing cover and the outlet end of the stepped hole in the drill bit base body are fastened in a threaded mode. A spiral blade is arranged on the upper portion of a spiral rotor, and the spiral rotor, a rolling bearing, a bearing seat and a dynamic valve ring are integrally placed in an inner cavity of a bushing pipe. Thedrill bit can generate impact rock-breaking loads to rock strata while completing the conventional PDC drill bit rock breaking mechanism, a good rock breaking effect to hard stratum brittle rock is achieved, and the mechanical rotating speed is effectively increased.
Owner:SOUTHWEST PETROLEUM UNIV

Formation method and device of self-excited oscillation supercritical carbon dioxide jet

The invention belongs to the technical field of supercritical carbon dioxide jet, and discloses a formation method and device of self-excited oscillation supercritical carbon dioxide jet. The device includes a carbon dioxide gas supply system, a cooling liquefaction system, a pressurization system, a temperature rise system, an experimental system, a filtering system, a recovery system and a control system, and particularly includes a high-pressure carbon dioxide cylinder, a cold bath box and an air-cooled compressor, a liquid carbon dioxide storage tank, a high-pressure plunger pump, a hot bath box, a heating buffer tank, a circulating pump, an experimental kettle, at least two desambers, purifiers and control cabinets. According to the device, supercritical carbon dioxide is prepared byusing the systems, an improved self-excited oscillation nozzle is used for producing the self-excited oscillation supercritical carbon dioxide jet, impact force of the self-excited oscillation jet is1.5-2.5 times of stagnation pressure of continuous jet, the impact damage effect of the jet can be enhanced, and the self-excited oscillation supercritical carbon dioxide jet can obtain the better rock breaking and erosion effect and has broad prospects in unconventional oil and gas development.
Owner:HENAN POLYTECHNIC UNIV

Rotary impacting device

The invention relates to the technical field of down-hole operating equipment, in particular to a rotary impacting device. The rotary impacting device comprises an outer tube, an upper mandrel, a lower mandrel, a mandrel anvil, an impacting generating piece, an impacting driving assembly and an impacting executing assembly; the upper mandrel capable of rotating relative to the outer tube is hung on the inner side of the upper part of the outer tube, and the lower mandrel capable of rotating relative to the outer tube is mounted on the inner side of the lower part of the outer tube in a limitedmode; the mandrel anvil is mounted in a mounting annular groove, the mounting annular groove sleeves the lower part of the upper mandrel, and the lower part of the upper mandrel is located above themandrel anvil; and the lower part of the upper mandrel and the upper part of the lower mandrel are connected together in a transmission mode. Through arrangement of the impacting driving assembly andthe impacting executing assembly, the upper mandrel can periodically move up and down in a reciprocating mode relative to the lower mandrel, thus downward collision acting force can be periodically generated for the mandrel anvil through the impacting generating piece, a downstream drill bit is downwards impacted in a pulsed mode in the drilling process, and the rotary impacting device has a goodrock breaking effect in drilling operation.
Owner:BC P INC CHINA NAT PETROLEUM CORP +1

Drivage peripheral hole homoenergetic blasting method

The invention discloses a drivage peripheral hole homoenergetic blasting method. Peripheral holes (6) are dug on a roadway contour line of a surrounding rock (1) at the end part of a roadway; explosives (4) and cushioning materials (3) are alternatively arranged in each peripheral hole (6) from inside to outside; the explosives (4) in the adjacent peripheral holes (6) are distributed in a shape of a Chinese character pin; detonators (5) are arranged in sections along the explosives (4); nonel tubes (9) of the detonators (5) are led out of the holes along the hole walls of the peripheral holes (6); hole orifices of the peripheral holes (6) are plugged by stemming (2); then detonation is carried out according to a designed detonation network connecting line. According to the method disclosed by the invention, the explosives (4) and the cushioning materials (3) are distributed symmetrically, so that energy is more uniformly distributed, an energy utilization rate of the explosives is improved, a contour of a roadway section is well controlled, the back break phenomenon is avoided, and roadway supporting cost is reduced; meanwhile, the uniformly distributed explosive energy can enable a fragment size for blasting to be uniform, obviously improve a blasting effect and improve shovel-loading efficiency after blasting.
Owner:SINOSTEEL MAANSHAN INST OF MINING RES +1

Cutter head suitable for hard rock mining and hard rock mining method

The invention discloses a cutterhead suitable for hard rock mining and a hard rock mining method.The cutterhead comprises a rotary shaft hole used for receiving radial driving force, a cutterhead frame and a rock breaking roller, the rock breaking roller is installed on the cutterhead frame, and the arrangement direction of the rock breaking roller meets the requirement that the rock breaking roller breaks rock and is suitable for radial propelling. The hard rock mining method using the cutterhead is a method that the cutterhead is propelled in the radial direction. The cutterhead structure can form an ultra-large high-strength disc type structure, and the cutterhead is driven by the large-torque hydraulic motor to ensure that the cutterhead has enough rotation torque during rock breaking work; and through reasonable arrangement of the rock breaking rollers, it is guaranteed that the rock breaking rollers evenly cut the rock surface when the cutter head rotates, it is guaranteed that the overall stress of the cutter head is average, meanwhile, it is guaranteed that stress in the rock mass is balanced, the optimal rock breaking effect is achieved, rocks with the rock hardness f larger than or equal to 8 can be cut, continuous rock breaking operation can be achieved, and the rock breaking device can be used for intelligent equipment so as to achieve intelligent efficient excavation.
Owner:CHINA MINMETALS CHANGSHA MINING RES INST

Reducing drilling rig

PendingCN108086914AThe quantity is set appropriatelyImprove rock breaking effectDrill bitsConstructionsConical formsHigh intensity
The invention discloses a reducing drilling rig, which comprises a drilling rig pipe body, a spiral cutting wing consisting of a wing piece and a first cutting pick, and a front end drill bit consisting of a front end seat plate and a second cutting pick; the spiral cutting wing is arranged at the outer wall of the pipe body of the drilling rig in a radiating form; the wing piece is a spiral pieceof which upper part is conical and the lower part is cylindrical; the outside diameter of the conical free end at the lower part is risen along its rotation direction and gradually increased in the conical form; every first cutting pick is fixedly connected to the free end at the outside of the wing piece, two adjacent first cutting picks are arranged equally at the arc face of the free end of the wing piece and outwards expanded; several first cutting picks are risen at 360 degrees around the rotation direction of the wing piece and then arranged at intervals along the arc face of the outside free end of the wing piece; the front end drill bit is fixed on the outer end face of the drilling rig pipe body through a front end seat plate, two lines of second cutting picks are outwards inclined to fix at the lower side of the front end seat plate. The reducing drilling rig is featured by high intensity of cutting bit, wide adaptation scale, wear-resistance and reliability, and can realizemultilayered cutting and drilling, and effectively improve the drilling and rock breaking ability and construction working efficiency.
Owner:SHANGHAI GUANGDA FOUND ENG

A scraping-impact compound drill bit

ActiveCN102678055BReduce difficultyReduce rock breaking energy consumptionDrill bitsConstructionsMining engineeringFoundation engineering
Disclosed is a combination scraping and impacting drill bit, belonging to the field of rock-breaking tools for drilling equipment for petroleum and natural gas, mine engineering, fundamental architectural engineering construction, geology, hydrology, etc. The drill bit comprises a drill bit body (1) and a fixed cutting structure (2) consolidated onto the drill bit body (1); further the drill bit body (1) is provided with an impact cutting structure (3); the impact cutting structure (3) comprises a transmission mechanism (32) for transmitting the impact force, and impact cutting teeth (31); the impact cutting tooth (31) is consolidated onto a punch (321) at the end of the transmission mechanism (32); and the punch (321) can slide or slidingly impact relative to the drill bit body (1) in the direction of impact force transmission. By comparison with a traditional PDC drill bit, the present drill bit is not only favourable for the cutting tooth of the drill bit entering into earth strata such that the rock-breaking efficiency is improved, but also favourable for the wear rate of the cutting tooth to be reduced, and particularly the present drill bit has an obvious technical advantage in the conditions of hard earth strata with relatively high strength and comparatively strong grindability.
Owner:SOUTHWEST PETROLEUM UNIV

Drilling and punching combined type rock breaking device for roadway tunneling

The invention discloses a drilling and punching combined type rock breaking device for roadway tunneling. The drilling and punching combined type rock breaking device comprises a support. A drilling hydraulic cylinder is arranged on the support, and the end of a piston rod of the drilling hydraulic cylinder is fixedly connected with the workbench. A drilling assembly and an impact assembly are arranged on the workbench. The drilling assembly comprises a drilling guide rail, two drill bit assemblies are arranged on the drilling guide rail, and each drill bit assembly comprises a drill rod; the impact assembly comprises a transverse guide rail which is in sliding fit with an impact guide rail. Two groups of punch assemblies are arranged on the impact guide rail, and each punch assembly comprises an impact rod; the central axis of the drill rod, the central axis of the impact rod and the central axis of the piston rod of the drilling hydraulic cylinder are parallel; the sliding direction of the impact guide rail along the transverse guide rail is consistent with the axis direction of the impact rod; the plane where the central axes of the two drill rods are located is parallel to the plane where the central axes of the two impact rods are located. Through the arrangement of the drill bit assembly and the punch assembly, the purpose of crushing local rocks is achieved through expansion connection of local cracks of the rocks.
Owner:SHANDONG UNIV OF SCI & TECH

Hole filling device and method for tunnel high-pressure gas rock breaking

The invention discloses a hole filling device and method for tunnel high-pressure gas rock breaking, and relates to the technical field of hard rock breaking. The device comprises a filling pipe and afilling rod, wherein a through hole with two through ends is formed in the filling pipe; the outer diameter of the filling pipe is smaller than the hole diameter of a cracking hole; the length of thefilling pipe is larger than the depth of the cracking hole; a horizontal discharging groove is formed in a port of one end of the filling pipe; a filling pipe guide groove is formed in the portion, from one side close to the handheld end to the port of the handheld end of the filling pipe, of the discharging groove; a filling rod guide groove is formed in the side wall of the filling rod; the length of the filling rod is larger than that of the filling pipe; the outer diameter of the filling rod is smaller than the hole diameter of the filling pipe; and the width of the filling rod guide groove is larger than that of the filling pipe guide groove. By adopting the hole filling method for tunnel high-pressure gas rock breaking on the basis of the filling device, the technical problems thatin the implementation process of safe and efficient rock breaking through high-pressure gas in a tunnel, grouting hole blocking operation is difficult, filling is not dense, the rock breaking effect is poor due to poor filling quality, and the filling material is seriously wasted are solved.
Owner:SHANGHAI TUNNEL ENG CO LTD +1

Hydraulic-mechanical combined rock-breaking milling wheel and double-wheel slot milling machine

The invention relates to a hydraulic-mechanical combined rock-breaking milling wheel and a double-wheel slot milling machine. The milling wheel comprises a milling wheel body, multiple milling teeth,multiple cutting teeth, a milling wheel spindle and a high-pressure water jet device, wherein the multiple milling teeth are fixed to the circumference of the milling wheel body; the multiple cuttingteeth are arranged in a ring at the inner side of the milling wheel body; the milling wheel spindle drives the milling wheel body to rotate through a milling wheel driving mechanism; the high-pressurewater jet device comprises a nozzle controller, multiple edge-trimming nozzles, multiple rock-breaking nozzles, multiple blind area milling nozzles and multiple fixing components; the nozzle controller is fixed into a through hole of the milling wheel spindle to rotate synchronously with the milling wheel spindle; and the edge-trimming nozzles, the rock-breaking nozzles and the blind area millingnozzles are fixed to the milling wheel body through the fixing components respectively. Through the double-wheel slot milling machine, the rock-breaking efficiency and the rock-breaking effect are both improved to a certain extent compared with a traditional mechanical rock-breaking mode, tool wear is small, a milling blind area has a good milling effect, and improvement to construction efficiency and reduction of construction cost are benefited.
Owner:INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI

Rock breaking device

The invention relates to a rock breaking device carried to an excavator, and the problems that an existing device scarifier is poor in rock entering angle, energy consumption is high, and the rock breaking effect is poor are solved. One end of a bucket rod cylinder is hinged to the upper edge of the middle portion of a big arm, and the other end of the bucket rod cylinder is hinged to the upper end of a small arm. The upper end of the small arm and one end of a scarifier oil cylinder are hinged, the other end of the scarifier oil cylinder is hinged to the upper end of the scarifier, the lowerend of the scarifier is connected with bucket teeth, and the ratio of the distance between a fourth hinge shaft and a first hinge shaft to the distance between the first hinge shaft and a seventh hinge shaft is larger than 0.8, the length of an upper part of the scarifier is larger than the distance between a fourth hinge shaft and the first hinge shaft, and when the fourth hinge shaft has multiple installing positions, the shortest distance serves as the criterion for the distances between the fourth hinge shaft and the first hinge shaft, and the length of the upper part of the scarifier is larger than the distance between the first hinge shaft and the seventh hinge shaft, and when the first hinge shaft has multiple installing positions, the shortest distance serves as the criterion for the distances between the first hinge shaft and the seventh hinge shaft, the total length of the scarifier is larger than the distance between the fourth hinge shaft and the seventh hinge shaft, and when the fourth hinge shaft has multiple installing positions, the shortest distance serves as the criterion for the distances between the fourth hinge shaft and the seventh hinge shaft.
Owner:凌夕珈

Large-diameter offshore wind power rock-socketed single pile excavating method

The invention discloses a large-diameter offshore wind power rock-socketed single pile excavating method. The large-diameter offshore wind power rock-socketed single pile excavating method comprises the following steps that immersion of a pilot shaft pile casing is carried out; a petroleum drilling machine is adopted for excavating a pilot shaft through the pilot shaft pile casing; a geological drill is adopted for drilling two to three rings of main blast holes and one ring of outline blast holes, and a casing off hole is lowered down; a dedicated CO2 phase change expansion crack pipe is mounted, the interiors of the main blast holes are mounted in a segmented manner, and the interiors of the outline blast holes are continuously mounted; a blast network is connected; a rock-socketed single pile steel pile casing is lowered down; mud and weathering sand between the pilot shaft pile casing and the rock-socketed single pile steel pile casing are sucked away; the pilot shaft pile casing and a drilling casing pile are pulled out; underwater slag cleaning is carried out; and concrete is poured to form a rock-socketed single pile foundation. Pilot shaft mechanical excavating and CO2 expansion rock breaking and expanded excavating are combined, the technical problem that a 2-4mm-diameter petroleum drilling machine and a common geological drill are used for finishing excavating of an offshore rock-socketed single pile foundation with the diameter being 8 to 10 m and above can be solved, the expansion pressure generated by a CO2 phase change is controllable, the explosion impact waves and the vibration speed are small, and the method is economic and environment-friendly.
Owner:WUHAN UNIV

Drilling and milling type tunneling machine cutting experimental mechanism

The invention relates to a drilling and milling type tunneling machine cutting experimental mechanism. The drilling and milling type tunneling machine cutting experimental mechanism comprises a cutting head and a rocker arm part; the cutting head is composed of a tooth part cutting rotating cutter disc, a hobbing cutter disc, an end cover, a planetary gear, a sun gear and an inner gear; the rockerarm part is composed of a reduction gearbox and a driving motor; the driving motor drives the tooth part cutting rotating cutter disc and the hobbing cutter disc to rotate through the reduction gearbox, and a traction portion drives a rocker arm to swing left and right through a pin shaft, so that the cutting radius and the cutting area are increased, the cutting capacity is improved, rock breaking is easier in the tunneling process, the purpose of rapid tunneling is achieved, the rock breaking capacity of an underground space project can be improved, the construction progress time is shortened, tooth cutting and hobbing are integrated, and the cutting efficiency is greatly increased. The tunneling machine cutting mechanism is compact in structure, simple in mechanism, low in cost and good in rock breaking effect, and effectively reduces the tunneling ratio energy consumption of the tunneling.
Owner:LIAONING TECHNICAL UNIVERSITY

Carbon dioxide rock breaking device and method for open-pit mine

The invention relates to a carbon dioxide rock breaking device and method for an open pit mine. The device comprises a gas injection pipe, a booster pump, a stirring type carbon dioxide and abrasive mixing mechanism, a liquid carbon dioxide storage tank, an energy storage chamber and a fracturing chamber, a packing sheet is arranged between the energy storage chamber and the fracturing chamber, and the gas injection pipe is provided with a pressure sensor, a flow sensor and a plurality of valves; and a ceramic electric heating sleeve and a thermal insulation sleeve are sequentially arranged on the portion, between the energy storage chamber and an opening of a drilled hole, of the gas injection pipe in a sleeving manner. The method comprises the following steps of distributing holes; determining rock breaking parameters; conducting hole drilling; performing thermal reaming on the drilled hole; sending an energy storage chamber and fracturing chamber series-connection body into the drilled hole; sealing the opening of the drilled hole; introducing carbon dioxide abrasive mixed fluid into an inner cavity of the energy storage chamber, and injecting liquid carbon dioxide while blocking cracks in the wall of the drilled hole; pressurizing and heating the liquid carbon dioxide to form supercritical carbon dioxide and seal the energy storage chamber; and continuously introducing supercritical carbon dioxide to break the packing sheet, enabling the liquid carbon dioxide in the drilled hole to be rapidly gasified and expanded, and enabling the energy of the liquid carbon dioxide to directly crack a rock stratum.
Owner:NORTHEASTERN UNIV LIAONING

Cutter head structure for full-section shaft heading machine

The invention provides a cutter head structure for a full-section shaft heading machine. The cutter head structure comprises a cutter head body, a cutter holder assembly and a hob, wherein the cutter head body comprises a plurality of amplitude arms and a shaft connecting body, the shaft connecting body is connected with a main drive of the heading machine and is used for mounting the amplitude arms, the amplitude arms are circumferentially distributed along the shaft connecting body, and the shaft connecting body comprises a central connecting block which is arranged at an operating end and is provided with a transition cavity between the central connecting block and part of the amplitude arms; the cutter holder assembly is arranged on the amplitude arms and the central connecting block and is used for mounting the hob, and the hob can rotate relative to the cutter holder assembly; and the hob comprises a cutter body and blades which are circumferentially arranged along the cutter body, and cutting edges of the blades are obliquely arranged towards one end of a central axis relative to the central axis of the cutter body. According to the cutter head structure, the central connecting block is arranged to be of a cross-shaped frame structure, so that an opening of a central region of a cutter head is enlarged, the problems that muck is easily accumulated in the central region of the vertical cutter head and the fluidity of slurry is relatively poor are solved, and meanwhile, a mounting space is provided for a cutter holder in a transition region.
Owner:CHINA RAILWAY CONSTR HEAVY IND
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