• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    1534663 Rock-breaking jetting apparatus ATLAS COPCO AB 24 June 1977 [28 June 1976] 26541/77 Heading E1F A method of breaking hard compact material, e.g. rock, comprises admitting incompressible fluid, e.g. water, into a storage chamber against a thrust load until a predetermined amount is contained within the chamber whereupon the fluid is released from the chamber in such a manner as to form a longish mass moving at a velocity sufficient to create, a momentum of the mass that will break up the material when it strikes the material. Used in such a method is a device having a storage chamber 18 for receiving the fluid, a free piston 15 for separating the chamber 18 from a gas-filled chamber 16 for creating the thrust load, valve means 22, 28, 43, 45, and a barrel 19 having limited axial movement in the chamber 18 for controlling the release of the fluid, for creation of the longish mass and for direction of the mass against the material. Two variant constructions of the device shown are also described. Swedish Specification 395503 is referred to.
    公开号:SU722499A3
    申请号:SU772498147
    申请日:1977-06-27
    公开日:1980-03-15
    发明作者:Волмар Лэвон Эрик
    申请人:Атлас Копко Актиеболаг (Фирма)；
    IPC主号:
    专利说明:

    This goal is achieved as a result of the fact that the device is equipped with valve means that regulate the flow of a certain amount of fluid into and out of the hydraulic chamber into the nozzle.
    In this case, the tubular head can be installed in the front cylinder head with the possibility of axial movement in the direction of fluid flow from it.
    In this case, the valve means are formed by a stepped cylindrical valve on the tail end of the nozzle and counter cavities in the ends of the piston and front cylinder head, also by a central protrusion on the end of the piston entering the nozzle when it is pushed into the hydraulic chamber.
    In another embodiment of the device, the tubular nozzle is rigidly fastened to the front head of the cylinder, and an axially movable rod is mounted coaxially with the nozzle in the piston.
    In this case, the valve means are formed by a stepped cylindrical valve in the front part of the stem and counter cavities in the ends of the piston and the front cylinder head, as well as a central protrusion on the front end of the stem entering the nozzle as the stem moves.
    At the output end of the tubular nozzle fixed locking element, limiting the movement of its reverse.
    In this case, the locking element can be fixed with the possibility of adjusting axial movement relative to the nozzle.
    FIG. 1-5 - device, side view in different phases of work;
    FIG. 6-9 are a side view of the device in another embodiment in different phases of operation;
    FIG. 10 — time variation of pressure in a simulated drilled hole;
    FIG. 11 is a modification of the embodiment of the device shown in phi g, 1-5.
    FIG. 1-5 show a device for discharging a fluid in the form of a hydraulic piston or post into a cylindrical blind hole that is pre-drilled in a material to be destroyed. As examples of materials that can be destroyed are rock, metal ores, concrete and coal. Water is used as a fluid, although another fluid can also be used.
    The device contains a cylinder 1, which in the tail section is closed by a rear head 2. Drive piston
    2 reciprocates in cylinder 1, while the piston 3 and the rear head 2 limit the rear chamber 4 of the cylinder 1
    The front head 5 is mounted in front of the cylinder 1. It is held out of the cylinder 1 by a retaining ring 6 which contains several segments. The drive piston 3 and the front head 5 unhook the front chamber 7 cylinder 1. The nozzle 8 is reversibly movable in the sleeve 9. which is inserted into the front head 5. The movement of the nozzle 8 is limited to its rear thickened part 10 and the retaining ring 11 screwed on the front end of the nozzle 8.
    The drive piston 3 on the side that faces the front chamber 7 of cylinder 1 has an annular stepped recess in the shape of a thickened part 10 of the nozzle 8. The annular stepped notch contains an inner annular chamber 12 and an outer annular chamber 13 having a larger outer diameter (figure 4) The annular chambers 12, 13 surround the central protrusion 14. At its front end, the protrusion 14 has a conical side surface 15. The part 16 of the nozzle 8, which protrudes backward from the enlarged part 10, has at its rear end a conical inner 17 outer 18 side surface 10. The enlarged portion 10 of the nozzle 8 can be pushed into the chamber 13 to stop against the annular surface 19, while the rear portion 16 of the nozzle enters the chamber 12
    The front chamber 7 of the cylinder 1 serves as a storage chamber for the liquid before it enters the nozzle 8. The liquid is supplied to the chamber 7 through the passageway 20, which is connected to the high-pressure pump 23 via the fitting 21 and the flexible hose 22.
    The front chamber 7 of cylinder 1 is provided with an annular chamber 24, which is formed in the front head S of cylinder 1. Camera 24 operates as a torus to increase part 10, so that nozzle 8 is hydraulically braked at the end of its forward movement.
    one
    The rear chamber 4 of cylinder 1 is charged with compressed gas such as air or nitrogen. The compressed gas acts on the drive piston 3, which transfers this axial load to the liquid in the accumulation chamber 7. The chamber 4 of the cylinder 1 can be connected to a high pressure source, such as a compressor, by means of a connecting nipple 25 in the rear head 2.
    The device shown in figure 1-5 works as follows.
    FIG. 1, the drive piston 3 and the nozzle 8 are shown in a position where the nozzle 8 is directed towards the hole 26 drilled in the material to be destroyed. After the adjustment is completed, the pump 23 is started and the liquid is supplied to the channel 20. The liquid pressure acts on the annular surface (Fig. 2) on the enlarged part 10, The nozzle 8 and the driving piston 3 are pressed back against the effect of compressed gas in the rear chamber 4 of cylinder 1 the fluid is successively supplied to the collection chamber 7 against the action of an axial load acting on the liquid in this chamber. After a small movement, the increased part 10 leaves the brake chamber 24, which means that the fluid pressure also acts directly on the drive piston 3. The nozzle 8 and the drive piston 3 are pressed back for s with gas in the rear chamber 4 of the cylinder 1 and energy accumulation in the gas . When the retaining ring 11 is retained on the front head 5, the nozzle 8 stops its movement backwards (Fig. 2). The drive piston 3 is now pressed out one. When the enlarged portion 10 leaves the chamber 13, fluid can flow there. Shortly thereafter, the rear part 16 of the nozzle 8 leaves the chamber 12, and the liquid also begins to flow into this chamber. However, the flow of liquid into the nozzle 8 does not occur because of the protrusion 14, which increasingly closes the nozzle 8. When the liquid is passed into the chamber 12, the nozzle 8 moves forward. After a small movement of the nozzle 8, the protrusion 14 leaves its channel.
    FIG. 3 shows the position at which the passage of fluid into the nozzle 8 begins. The nozzle 8 now moves forward rapidly and brakes when part 10 reaches the annular chamber 24. Thus, the fluid is forced through the nozzle 8 due to the axial load acting on the fluid in the accumulation chamber 7. Hydraulic the piston in nozzle 8 is accelerated, as an elongated, concatenated solid body, is guided and discharged into bore 26 to hit its bottom.
    Figure 5 shows the position at which the protrusion 14 reaches the nozzle channel 8 and this means that the deceleration of the drive piston 3 starts. The remaining liquid in the chamber 7 of the cylinder 1 is used to hydraulically brake the drive piston 3. To prevent the drive piston 3 from rebounding, the rest The liquid must be pushed through the annular gap between the protrusion 14 and the nozzle channel 8 through the annular chambers 12, 13. Appropriate fitting of the annular gap relative to the energy stored in the drive piston 3 and the number of axes The thawing fluid in the chamber 7 of the cylinder 1 and the annular chambers 12, 13 of the drive piston 3 is braked by float. Figure 1 shows the final position after the shot.
    The gap between the nozzle 8 and the driven piston 3 is very important for the operation of the device. To get the above action, clearance
    5 between the conical surfaces 15, 17 on the protrusion 14 and the nozzle 8, respectively, should be smaller than the gap between the conical surface 18 on the nozzle 8 and the outer surface of the annular chamber 12. The gap, in turn, should be less than the gap between by the enlarged portion 10 and the outer surface of the annular chamber 13. This is most achieved by continuously increasing restriction of the movement of the fluid in the direction of its flow.
     By creating a gap between the protrusion 14 and the nozzle channel 8 more than
    Q large, for example, by creating a shorter protrusion 14, the device can be constructed for two shots, where the second follows immediately after the first shot. This is due to the fact that
    5 Drive Piston 3 reaches nozzle 18 before it stops in annular chamber 24.
    When the nozzle 8 is reached, the drive piston 3 produces a stroke, so that
    0, the drive piston 3 and the nozzle 8 are again separated.
    The device can be designed with increased rate of fire. Then the flexible hose 22 is connected to a continuously operating pump. When the nozzle 8 and the drive piston 3 reach the position shown in Fig. 2, the next stroke
    0 pump produces a shot. The pump will continue to work until the next shot occurs and so on. Consequently, a series of shots, following shortly after the previous shot, is made into hole 26. The first shot can create cracks when it hits the bottom of hole 26, after which subsequent shots increase the cracks until
     ... until they reach the free surface of the material.
    It should be emphasized that a series of shots are made automatically while the pump is running, without
    5 1 any operator inference.
    The amount of liquid discharged can be easily changed by means of a retaining ring 11, which determines the amount of retraction of the nozzle 8.
    FIG. 11 shows a modified front portion of the device shown in FIGS. 1-5. The front head 28 of cylinder 1 is extended forward to the farthest position of nozzle B. The elongated shaft 29 is screwed onto the front head 28. The inner diameter of the elongated barrel 29 is essentially the same. as the diameter of the nozzle 8. The elongated shaft 29 facilitates alignment of the device with the hole 26 and serves to protect the movable nozzle 8 from mechanical damage by preventing it from contact with the rock,
    In cases where the hole 26 tends to be filled with water, it may be desirable to pump it out and the holes before firing. For this purpose, it can be screwed onto the front head 28 of the cap 30. Air under pressure is supplied to the cap 30 through the inlet 31 and blown into the opening 26. Through the channels 32 in the anterior holoak 28 and the elongated barrel 29
    In the exemplary embodiment of the device shown in FIG. 6-9, the nozzle 8 is rigidly connected to the alternating head 33. The rod 34 is movably disposed in the driving piston 35. The relative movement of the rod 34 and the driving piston 35 is limited by a retaining ring 36 screwed on the rod 34 and an enlarged portion 37 on the rod 34. In its front end, the primary porehole 15 has an annular chamber 38, which is made with dimensions for receiving the enlarged portion 37. The protrusion 39 is formed at the end of the rod 34. The front head 33 is provided with an annular recess 40, which corresponds to the expanded part 37 and the protrusion 39. at emke 40 adjoins the conical chamber 41.
    The device shown in fig.b-9 operates as follows.
    FIG. 6, the drive piston 35 and the rod 34 are shown in t) when adjusting the nozzle 8 to align with the hole 26. When the setting is complete, the pump 42 is started, after which the fluid is supplied to the canes 43. The fluid pressure is distributed evenly over the surface of the drive piston 35 through ring winding 44 at its end. After a slight movement of the drive piston 35, the fluid pressure begins to act on the full area of the eix. During the sequential liquid feed, the drive piston 35 is pressed back against the action of the axial load caused by the compressed gas in the chamber 45. In order for the rod 34 to remain in the position shown in FIG. 6, fluid pressure is transmitted through channel 46 to act on the rear annular surface of the enlarged portion 37 of the rod 34.
    When the drive piston 35 reaches the retaining ring 36 {Fig. 7), the continued supply of fluid will cause the portions 37, 39 of the stem 34 to exit the recess 40, and the chamber 41 in the front head 33 (Fig. 8). Then, the axial load acting on the fluid in the accumulation chamber 47 pushes the fluid through the nozzle 8, the recess 40 and the chamber 41. The rod 34 remains in its position due to the pressure difference on part 37 (Fig. 8).
    FIG. 9 shows a position in which the drive pore 35 reaches the enlarged portion 37 of the rod 34. The drive piston 35 is hydraulically braked by the fluid in the brake chamber 38 and the remaining fluid in the accumulator chamber 47. To obtain a smooth deceleration of the drive piston 35 and prevent its rebound, the gap between the annular chamber 38 and the enlarged portion 37 must be larger than the gap between part 37 and the annular recess 40. This last gap, in turn, must be larger than the gap between the cylindrical front end of the stand 39 and the nozzle channel 8. This is achieved by continuously increasing restriction of fluid flow in the direction of its flow. To obtain the conditions for proper fracture, the pressure in the simulated drilled hole was studied.
    权利要求:
    Claims (2)
    [1]
    Figure 10 shows the resulting pressure in the diagram. Water in the form of an elongated massive body was injected into a solid iron pipe 500 mm deep with a diameter of 23 mm. The bottom of the pipe was closed. A device, the type of which is shown in FIG. 1-5. When the liquid column hit the bottom of the pipe, the full length of the liquid column was about 800 mm. The impact velocity (impact velocity) relative to the bottom was about 170 m / s. The ratio between the diameter of the liquid column and the internal diameter of the pipe was 0.956. The so-called dynamic fluid pressure, there is p cV (where p is the density of the liquid, C is the speed of sound in the liquid and V is the speed of the liquid when it hits the bottom of the hole), which is generated at the bottom of the hole, becomes about 2.4 kbar (P figure 10). The actual pressure is higher than the dynamic pressure of the fluid (figure 10). This difference is probably caused by the explosive expansion of the volume of air that is compressed by the water column in the pipe. The speeding filming of the process shows that compressed air rises and is distributed in the water column when the column hits the bottom of the hole. The expansion energy of compressed air is superimposed on the energy accumulated in the water column. Thus, it is obvious that the possible compression of the enclosed air volume in the drilled hole has a favorable effect on the fracture process, especially on the occurrence of cracks that are required for fracture. In the pressure change shown in Fig. 10, the pipe was so strong that it did not collapse when water struck the bottom of the pipe. In practice, the pressure chart is more complex. In particular, the presence of natural fissures in the material decreases and sometimes essentially completely eliminates the effect of air compression. In addition, this effect decreases in the case of a smaller relative ratio of the areas of the liquid column and the orifice. Several experiments were eaten Lano with the devices described above. For example, limestone and granite blocks with a 1 m face size were destroyed by the device shown in FIG. 1-5. It was drilled into a blind hole 500 mm deep with a diameter of 23 mm. The nozzle length was 300 mm. A coupled water column having a length of about 800 mm was injected into the hole. The velocity of the impact of the military pillar was about 170 m / s, and the kinetic energy was about 6 kJ. Depending on the orientation of the holes with respect to the heterogeneity in the blocks, they were completely destroyed after a different number of shots, usually 1-3. If the cracks that occurred from the first shot did not reach the free surface, then subsequent shots caused the cracks to spread further. Claim 1. Device for breaking dense solid material with relatively incompressible liquid, directed as an elongated liquid mass towards destructible material, containing a cylinder with a cyclically moving piston placed in it, dividing the cylinder space into two chambers, one of which houses elastic means creating axial load on the piston, and the other is connected to a source of liquid under pressure and is equipped with a tubular nozzle to direct the liquid from this chamber towards the destruction aemogo maternapa, characterized in that, in order to reduce its wear and increase the safety of operation, it is provided with valve means regulating supply of a certain amount of fluid in the hydraulic chamber and out the nozzle. 2. A device according to Claim 1, characterized in that the tubular head is installed in the front cylinder head with the possibility of axial movement in the direction of movement of fluid from it. 3. A device as defined in Claims 1 and 2, in which the valve means are formed by a stepped cylindrical valve on the tail end of the nozzle and response holes in the ends of the piston and the front cylinder head, as well as a central protrusion on the end of the piston entering the nozzle at her position in the hydraulic chamber. 4. The device according to item 1, about the fact that the tubular nozzle is rigidly fastened to the front cylinder head, and the axially movable rod is mounted coaxially with the nozzle in the piston. 5. A device according to Claims 1 and 4, characterized in that the valve means are formed by a stepped cylindrical valve e of the front part of the stem and response grooves in the ends of the piston and the front head of the cylinder, as well as a central protrusion on the front end of the rod entering the nozzle at stock movement. 6. The device according to claim 2, of which there is a locking element fixed at the exit end of the tubular nozzle, limiting the movement of its return stroke. 7. The device according to claim 6, characterized by the fact that the locking element is fixed with the possibility of adjusting axial movement relative to the mounting. Sources of information taken into account in the examination 1. German Patent 241966, cl. 5c 37/12, published, 1910.
    [2]
    2. The patent CITIA 3412554, cl. 60-54.5, published. 1970 (prototype).
    ud
    guv
     I
    fe
    .
    Rig5 12 19 7 13 17 w W W / // f
    6
     itSuM 20 "39 46 4-7 IL sg 3f 37 FIG. iA 57 P1. } 33 33
    35 47
    12 / / /
    id
    7 39 Fig.Z
    类似技术:
    公开号 | 公开日 | 专利标题
    SU722499A3|1980-03-15|Device for destroying solid dense material with relatively incompressible liquid
    US5927329A|1999-07-27|Apparatus for generating a high-speed pulsed fluid jet
    JP4551960B2|2010-09-29|Excavator
    US4863101A|1989-09-05|Accelerating slugs of liquid
    CA1057901A|1979-07-10|Damping device for a fastening element setting gun
    US4573637A|1986-03-04|Accelerating slugs of liquid
    US3784103A|1974-01-08|Pulsed liquid jet device
    US3585934A|1971-06-22|Underwater ammunition
    US4264107A|1981-04-28|Demolition tool for breaking solid materials
    US3601987A|1971-08-31|Device for building-up fluid pressure pulses
    US4762277A|1988-08-09|Apparatus for accelerating slugs of liquid
    CA1151679A|1983-08-09|Device for breaking a hard material
    US3905552A|1975-09-16|Apparatus for forming pulsed jets of liquid
    US4062268A|1977-12-13|Fluid operable hammer
    US3044071A|1962-07-17|Explosive actuated tool
    US4012909A|1977-03-22|Hammer
    EP0686077A1|1995-12-13|Rescue cutting tool
    US4088368A|1978-05-09|Method for explosive breaking of hard compact material
    US4863220A|1989-09-05|Highly reliable method of rapidly generating pressure pulses for demolition of rock
    SU1689605A1|1991-11-07|Pneumatic plunger
    US4079890A|1978-03-21|Device for building up high pulse liquid pressures
    RU2070247C1|1996-12-10|Impact-action device
    SU924364A1|1982-04-30|Percussive device
    SU876984A1|1981-10-30|Percussive hydro-pneumatic device
    RU2084297C1|1997-07-20|Pneumatic device for moving deposits through pipe line and/or breaking them by creating pulse loads on obstacle
    同族专利:
    公开号 | 公开日
    FR2356806B1|1983-07-29|
    US4289275A|1981-09-15|
    IT1078903B|1985-05-08|
    AU2605277A|1978-12-21|
    FR2356806A1|1978-01-27|
    NO771986L|1977-12-29|
    GB1534663A|1978-12-06|
    FI67743C|1985-05-10|
    BR7704136A|1978-03-28|
    JPS6020556B2|1985-05-22|
    ZA773479B|1978-04-26|
    FI771980A|1977-12-29|
    US4195885A|1980-04-01|
    FI67743B|1985-01-31|
    DE2728677A1|1978-01-05|
    PL110029B1|1980-06-30|
    PL199149A1|1978-02-27|
    SE7607337L|1977-12-29|
    JPS532302A|1978-01-11|
    CA1072587A|1980-02-26|
    AU509574B2|1980-05-15|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US999000A|1910-12-23|1911-07-25|Gewerkschaft Dorstfeld|Rock loosening and impregnating device.|
    US3412554A|1965-05-05|1968-11-26|Inst Gidrodinamiki Sibirskogo|Device for building up high pulse liquid pressures|
    US3521820A|1967-01-31|1970-07-28|Exotech|Hydraulic pulsed jet device|
    US3520477A|1968-02-23|1970-07-14|Exotech|Pneumatically powered water cannon|
    US3601988A|1969-10-28|1971-08-31|German Petrovich Chermensky|Device for building-up fluid pressure pulses|
    US3605916A|1969-11-18|1971-09-20|Bogdan Vyacheslavovich Voitsek|Hydraulic hammer|
    US3601987A|1969-12-24|1971-08-31|German Petrovich Chermensky|Device for building-up fluid pressure pulses|
    US3687008A|1971-02-01|1972-08-29|W J Savage Co Inc|Pressure fluid controlled reciprocating mechanism|
    US3704966A|1971-09-13|1972-12-05|Us Navy|Method and apparatus for rock excavation|
    US3881554A|1973-05-25|1975-05-06|William C Cooley|Mechanically actuated hammer and bit assembly therefor|
    US3841559A|1973-10-18|1974-10-15|Exotech|Apparatus for forming high pressure pulsed jets of liquid|
    SE395503B|1975-09-19|1977-08-15|Atlas Copco Ab|KIT AND DEVICE FOR BREAKING A SOLID MATERIAL|
    US4177926A|1978-03-30|1979-12-11|The Toro Company|Water accumulator-distributor for agricultural sprinkler|DE3045126A1|1980-11-29|1982-09-09|Gewerkschaft Eisenhütte Westfalia, 4670 Lünen|Large mineral breaker on mine long front-gallery junction - is hydraulically operated with nozzles for high pressure cutting jets|
    CA1194985A|1982-02-12|1985-10-08|Eastman Kodak Company|Light detecting and measuring devices|
    SE443738B|1982-09-30|1986-03-10|Atlas Copco Ab|HYDRAULIC STRAPPING DRIVER OPERATED WITH SCREWS|
    US4762277A|1982-12-06|1988-08-09|Briggs Technology Inc.|Apparatus for accelerating slugs of liquid|
    US4863101A|1982-12-06|1989-09-05|Acb Technology Corporation|Accelerating slugs of liquid|
    JPH0447119B2|1983-12-15|1992-08-03|Taisei Corp|
    US4607792A|1983-12-28|1986-08-26|Young Iii Chapman|Oscillating pulsed jet generator|
    US4669783A|1985-12-27|1987-06-02|Flow Industries, Inc.|Process and apparatus for fragmenting rock and like material using explosion-free high pressure shock waves|
    US4753549A|1986-08-29|1988-06-28|Nlb Corporation|Method and apparatus for removing structural concrete|
    US4793734A|1987-10-22|1988-12-27|Nlb|Apparatus for removing structural concrete|
    DE3915933C1|1989-05-16|1990-11-29|Schneider, Geb. Loegel, Francine, Ingwiller, Fr|
    US5098163A|1990-08-09|1992-03-24|Sunburst Recovery, Inc.|Controlled fracture method and apparatus for breaking hard compact rock and concrete materials|
    DE4138420C2|1991-09-05|2001-03-08|Faure Bertrand Sitztech Gmbh|Adjustment fitting for motor vehicle seats|
    US5308149A|1992-06-05|1994-05-03|Sunburst Excavation, Inc.|Non-explosive drill hole pressurization method and apparatus for controlled fragmentation of hard compact rock and concrete|
    DE4300191A1|1993-01-07|1994-07-14|Klein Schanzlin & Becker Ag|Metal seal|
    EP0842391B1|1995-08-04|2003-06-25|RockTek Limited|Method and apparatus for controlled small-charge blasting of hard rock and concrete by explosive pressurization of the bottom of a drill hole|
    AP1053A|1995-08-07|2002-03-22|Rocktek Ltd|Method for controlled fragmentation of hard rock and concrete by the combination use of impact hammers and small charge blasting.|
    US5611605A|1995-09-15|1997-03-18|Mccarthy; Donald E.|Method apparatus and cartridge for non-explosive rock fragmentation|
    US6102484A|1996-07-30|2000-08-15|Applied Geodynamics, Inc.|Controlled foam injection method and means for fragmentation of hard compact rock and concrete|
    SE507084C2|1997-06-18|1998-03-30|Foersvarets Forskningsanstalt|Ways of spreading liquid mist|
    US6339992B1|1999-03-11|2002-01-22|Rocktek Limited|Small charge blasting apparatus including device for sealing pressurized fluids in holes|
    US6347837B1|1999-03-11|2002-02-19|Becktek Limited|Slide assembly having retractable gas-generator apparatus|
    US6375271B1|1999-04-30|2002-04-23|Young, Iii Chapman|Controlled foam injection method and means for fragmentation of hard compact rock and concrete|
    AUPQ591000A0|2000-02-29|2000-03-23|Rockmin Pty Ltd|Cartridge shell and cartridge for blast holes and method of use|
    AU2003200490B2|2002-02-20|2008-05-08|Rocktek Ltd.|Apparatus and method for fracturing a hard material|
    US20040068897A1|2002-07-26|2004-04-15|Buckner Lynn A.|Air over water demolition|
    FI117548B|2005-03-24|2006-11-30|Sandvik Tamrock Oy|The impactor,|
    US9192443B2|2012-02-06|2015-11-24|Hyprotek, Inc.|Combined cap applicators|
    CN104613299B|2015-02-04|2016-10-05|永州市鑫东森机械装备有限公司|Splitting machine automatic lubrication installation|
    CN105157493B|2015-09-30|2016-08-24|马卫国|A kind of explosion expansion tube and blasting method thereof|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    SE7607337A|SE7607337L|1976-06-28|1976-06-28|KIT AND DEVICE FOR BREAKING A SOLID MATERIAL|
    [返回顶部]