WO2023163416A1 - Water pressure packer for cutting rock - Google Patents

Water pressure packer for cutting rock Download PDF

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Publication number
WO2023163416A1
WO2023163416A1 PCT/KR2023/001640 KR2023001640W WO2023163416A1 WO 2023163416 A1 WO2023163416 A1 WO 2023163416A1 KR 2023001640 W KR2023001640 W KR 2023001640W WO 2023163416 A1 WO2023163416 A1 WO 2023163416A1
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Prior art keywords
rubber
shaft
water pressure
external
packing
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PCT/KR2023/001640
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French (fr)
Korean (ko)
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박종환
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박종환
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Publication of WO2023163416A1 publication Critical patent/WO2023163416A1/en

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C37/00Other methods or devices for dislodging with or without loading
    • E21C37/06Other methods or devices for dislodging with or without loading by making use of hydraulic or pneumatic pressure in a borehole
    • E21C37/10Devices with expanding elastic casings

Definitions

  • the present invention is for incising rock mass in a noiseless, vibration-free and dust-free state, and in detail, after injecting a packer into a hole drilled in the rock mass, water pressure is supplied to expand the rubber tube of the packer so that the rock mass can be cut. It relates to a hydraulic pressure packer for incision.
  • Patent Document 1 As a prior art related to a hydraulic pressure packer for rock incision, 'a packer for rock incision using water pressure' is disclosed in Patent Document 1, which includes a cylindrical expansion member divided into a plurality of pieces through a plurality of incision lines, the expansion An elastic member enclosing the member and having a variable diameter depending on whether the expansion member is expanded, preventing the separation of the expansion member, a pressing member provided inside the expansion member and pushing the expansion member outward through water pressure, and the above
  • a cylindrical support member formed by spacing a plurality of branch holes at regular intervals in the circumferential and longitudinal direction so as to accommodate a water pipe through which water supplied by the water supply member provided inside the pressure member and to be sprayed in all directions consists of including
  • the 'hydraulic rock cutting method using slots' in Patent Document 2 forms slots in a direction parallel to the drilling mirror in the interval part and slots in the rotational direction perpendicular to the drilling mirror at the lower end of the packer, and then applying water pressure in stages or simultaneously.
  • a method of cutting a rock piece from a parent rock is disclosed.
  • the 'hydraulic fracturing device and hydraulic fracturing method using the same' of Patent Document 3 includes a pump for compressing a fluid, a nozzle connected to the pump, and a packing part surrounding the outer circumferential surface of the nozzle, and the pressure of the fluid injected through the nozzle A hole is formed in the rock mass, and the rock mass is crushed by the pressure of the fluid injected from the nozzle inserted into the hole.
  • Patent Document 1 Korea Patent Registration No. 10-1710476 2017.02.21. registration
  • Patent Document 2 Korean Patent Registration No. 10-1847085 (registered on April 3, 2018)
  • Patent Document 3 Korean Patent Registration No. 10-2104260 (registered on April 20, 2020)
  • Patent Document 4 Korean Patent Publication No. 10-2020-0004008 (published on January 13, 2020)
  • the present invention has been made to solve the above problems, and an object of the present invention is to inject a packer into a hole drilled in a bedrock and then supply water pressure to expand a rubber tube to achieve a noise-free, vibration-free, and dust-free state by the rock breaking force.
  • a hydraulic pressure packer for bedrock cutting that can cut bedrock, but prevents water leakage from the internal expansion rubber so that the water pressure can effectively act, and prevents the external expansion rubber from being damaged by bedrock, so that low-cost and effective bedrock cutting work are making this possible.
  • the present invention provides a shaft having externally threaded portions formed at both ends, through-holes formed in the longitudinal direction on the inside, and pressure-receiving holes radially communicated from the through-holes formed in the middle portion; an inner expansion rubber covered on the outside of the shaft; an inner packing cap inserted into both ends of the shaft to seal both ends of the inner expandable rubber; an inner sleeve which surrounds the outside of the inner packing cap and both ends of the inner expansion rubber to prevent leakage between the inner expansion rubber and the inner packing cap when water pressure is applied; an external inflatable rubber covered on the outside of the internal inflatable rubber and the inner sleeve; an outer sleeve which surrounds both ends of the externally expanded rubber and protects the externally expanded rubber when water pressure is applied; an outer packing cap screwed to both ends of the shaft; an adapter screwed to the outer side of the outer packing cap to supply water pressure to the shaft; A fluid supply pipe fitted to the adapter and inserted into the shaft, and the outer
  • the hydraulic pressure packer since inner sleeves are covered on both outer sides of the inner expandable rubber, when water pressure is applied, water leakage can be prevented from occurring at the joint between the inner packing caps at both ends of the inner expandable rubber.
  • the external expansion rubber As the expansion operation of the internal expansion rubber is normally performed, the external expansion rubber is inflated to effectively cut the bedrock, and the external expansion rubber is inflated while protected by a cover to prevent damage due to direct contact with the bedrock. There is a useful effect of being able to improve the durability of the hydraulic packer.
  • FIG. 1 is an exploded perspective view of a hydraulic pressure packer for rock cutting according to a first embodiment of the present invention
  • FIG 2 is a combined perspective view of the hydraulic packer shown in Figure 1;
  • FIG. 3 is a longitudinal sectional view of the hydraulic packer shown in FIG. 2;
  • FIG. 5 is a longitudinal cross-sectional view of a hydraulic pressure packer for rock cutting according to a second embodiment of the present invention.
  • FIG. 6 shows a state in which water pressure is applied to the piston in FIG. 5 .
  • FIG. 1 to 4 show a hydraulic pressure packer 1 for rock cutting according to a first embodiment of the present invention, which has male screw parts 110 and 120 formed on the outside of both ends and a through hole 130 in the longitudinal direction on the inside. is formed, and a shaft 100 having a pressure receiving hole 140 radially communicated with the through hole 130 at a middle portion thereof; an inner expansion rubber 200 covered on the outside of the shaft 100; inner packing caps 300 and 300' inserted into both ends of the shaft 100 to seal both ends of the inner expandable rubber 200; Inner sleeves 400 and 400' which wrap the outside of the inner packing caps 300 and 300' and both ends of the inner expansion rubber 200 to prevent leakage between the inner expansion rubber 200 and the inner packing caps 300 and 300' when water pressure is applied.
  • a nozzle N for receiving and spraying water pressure from the fluid supply pipe 900 or a piston for drawing (P; see FIGS. 5 and 6) is screwed together.
  • the outer packing caps 700 and 700' are covered with a cover 1000 for preventing damage to the external expanded rubber 500, and the cover 1000 is radially divided into a plurality (two in the drawing) And, it is coupled with a bolt 1200 under the interposition of a spring 1100 to the outer packing caps 700 and 700' so that they can be opened when the external inflatable rubber 500 expands. It stays in close contact with the outer packing caps 700 and 700', and when subjected to water pressure, overcomes the elasticity of the spring 1100 and expands to the outside according to the expansion of the external inflatable rubber 500, so that the external inflatable rubber 500 ) is designed to prevent it from being torn by directly contacting the inner surface of the drilled hole in the rock mass.
  • the shaft 100 is made of carbon steel or stainless steel, and as described above, male screw parts 110 and 120 screwed to the outer packing caps 700 and 700' are formed on both ends outside, and the inside has through holes in the longitudinal direction. 130 is formed, and a hydraulic pressure hole 140 radially communicating with the outside is formed in the middle portion of the through hole 130 to serve to expand the internal inflatable rubber 200 by hydraulic pressure.
  • the internal expansion rubber 200 is covered on the outside of the shaft 100, and the coupling jaws 210 and 220 at both ends are press-fitted into the coupling jaws 310 formed on the inner packing caps 300 and 300' made of metal to seal the seal.
  • the inner packing cap 300 has a U-packing 320 inserted therein so that watertightness is maintained on the outer surface of the shaft 100.
  • the inner sleeves 400 and 400' are made of a single tube of a metal material, and as can be seen in the longitudinal cross-sectional view of FIG. 3, the inner expansion rubber 200, the inner packing caps 300 and 300', and the outer packing cap 700 At the same time, when water pressure is applied to the inner expandable rubber 200, the inner expandable rubber 200 expands and both ends of the inner expandable rubber 200 also try to expand, the inner expandable rubber 200 As the coupling state with the inner packing caps 300 and 300' is broken by the expansion of both ends, it plays a role in preventing leakage from occurring in this part.
  • the external expansion rubber 500 expands by the expansion of the internal expansion rubber 200 and serves to cause tensile cracks in the drilling holes of the bedrock. Both ends of the external expansion rubber 500 are in the form of a single tube made of metal.
  • the outer sleeves 600 and 600' are covered and inflated to a protected state, and then contracted again so that they can be restored to their original state.
  • the outer packing caps 700 and 700' have a female screw portion 710 through which they are coupled to the shaft 100 and the adapter 800 at the center, and an O- A ring 720 is fitted, and a bolt hole 732 for attaching the cover 1000 is formed in the flange portion 730.
  • the adapter 800 is detachably coupled to the female screw portion 710 of the outer packing cap 700 on one side, and one can supply water pressure to the fluid supply pipe 900 and the other can supply water pressure to the shaft 100.
  • Two hydraulic pressure supply lines 810 and 820 are formed so as to be.
  • Both ends of the fluid supply pipe 900 are press-fitted into the adapter 800 and the nozzle N, respectively, and are supplied with water pressure from the water pressure supply line 810 in a state where watertightness is maintained by O-rings 910 and 920, and will be sprayed
  • Reference numeral 830 in the drawing is a valve provided in the water pressure supply line 820.
  • the hydraulic pressure packer according to the present embodiment configured as described above is inserted into a drilled hole formed for incision of rock mass, and when water pressure is applied to the inside of the packer 1 through the hydraulic pressure supply line 820 of the adapter 800 from the outside, the inside As the expansion rubber 200 and the external expansion rubber 500 expand, cracks are formed and widened by the rock breaking force generated, so that the bedrock can be cut.
  • the packer 1 since the inner sleeves 400 and 400' are fitted outside both ends of the inner expandable rubber 200 as described above in a situation where water pressure is applied to the inner expandable rubber 200, the inner expandable rubber ( 200), the water pressure is not applied to the joint with the inner packing caps 300 and 300' coupled to both ends, so that the coupling state with the inner packing caps 300 and 300' is not broken or leaks do not occur.
  • the applied water pressure fully and effectively acts on the expansion action of the internal inflatable rubber 200, and the external inflatable rubber 500 is expanded by the expansion of the internal inflatable rubber 200 and pressurizes the inner surface of the drilling hole in the bedrock to prevent rock formation.
  • the divided cover 1000 since the divided cover 1000 is covered on the outside of the external inflatable rubber 500, the external inflatable rubber 1000 is prevented from being torn due to direct contact with the bedrock.
  • FIG. 5 shows a hydraulic packer 1 according to a second embodiment of the present invention, which uses a piston P for drawing instead of the hydraulic injection nozzle N disclosed in the first embodiment shown in FIGS. 1 to 4 This is screwed, and after expansion of the packer 1, from the water pressure supply line 810 of the adapter 800 to the piston P for drawing through the fluid supply pipe 900 in order to separate the packer 1 from the drilled hole.
  • the piece (P) for drawing is stretched to push the hydraulic packer 1 out of the drilling hole, so that the hydraulic packer 1 can be easily separated from the drilling hole.
  • the hydraulic packer of the present invention is not limited to the above description and replaces the existing hydraulic packer in various ways.
  • a plurality of hydraulic packers may be connected in a row and inserted into a deeply formed drilling hole to cut rock mass or to be used in combination with an existing wedge-type packer.
  • the hydraulic pressure packer inserts a protective inner sleeve on both ends of the inner expandable rubber, which was a vulnerable part of leakage in the existing hydraulic packer, and the outside of the external expandable rubber, which was a vulnerable part of breakage due to direct contact with the bedrock.
  • a protective inner sleeve By covering the split type cover, when water pressure is applied, the rock breaking force by effective rubber expansion is applied to cut the bedrock, and the cover prevents tearing due to direct contact with the bedrock. Since durability can be improved, effective bedrock incision at low cost is possible.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The present invention is for cutting rock with no noise, no vibration, and no dust. More specifically, in order to cut rock by supplying water pressure to expand a rubber tube after a packer is inserted into a hole drilled in the rock, the present invention comprises: a shaft (100); an internal expanding rubber (200) covering the outside of the shaft (100); inner packing caps (300, 300') which are inserted into both ends of the shaft (100) to seal both ends of the internal expanding rubber (200); inner sleeves (400, 400') which surround the outsides of the inner packing caps (300, 300') and both outer ends of the internal expanding rubber (200) so as to prevent water from leaking between the internal expanding rubber (200) and the inner packing caps (300, 300') when the water pressure is applied; an external expanding rubber (500) which covers the outsides of the internal expanding rubber (400) and the inner sleeves (400, 400'); outer sleeves (600, 600') which surround both ends of the external expanding rubber (500) to protect the external expanding rubber (500) when the water pressure is applied; outer packing caps (700, 700') which are screw-coupled to both ends of the shaft (100); an adaptor (800) which is screw-coupled to the outside of one outer packing cap (700) to supply the water pressure to the shaft (100); and a fluid supply tube (900) which is fitted into the adaptor (800) and is inserted into the shaft (100).

Description

암반 절개용 수압 패커Hydraulic Packer for Rock Cutting
본 발명은 무소음·무진동·무분진 상태로 암반을 절개하기 위한 것으로, 상세히는 암반에 천공한 구멍에 패커를 주입한 후 수압을 공급하여 패커의 고무 튜브를 팽창시켜 암반을 절개할 수 있도록 한 암반 절개용 수압 패커에 관한 것이다.The present invention is for incising rock mass in a noiseless, vibration-free and dust-free state, and in detail, after injecting a packer into a hole drilled in the rock mass, water pressure is supplied to expand the rubber tube of the packer so that the rock mass can be cut. It relates to a hydraulic pressure packer for incision.
암반 절개를 위한 수압 패커에 관련된 종래기술로는 특허문헌 1의 '수압을 이용하여 암반절개를 위한 패커'가 개시되어 있는데, 이는 복수의 절개선을 통해 복수개로 분할되는 원통형의 확장부재, 상기 확장부재를 감싸고 상기 확장부재의 확장여부에 따라 지름이 가변되면서 상기 확장부재의 이탈을 방지하는 탄성부재, 상기 확장부재의 내부에 구비되어 수압을 통해 상기 확장부재를 외측방향으로 밀어주는 가압부재 및 상기 가압부재의 내부에 구비되어 물을 공급하는 물공급부재에 의해 공급되는 물이 지나는 수관을 수용하고 사방으로 분사되도록 복수개의 분기홀을 둘레 및 길이방향으로 일정간격 이격하여 형성한 원통형상의 지지부재를 포함하여 이루어져 있다.As a prior art related to a hydraulic pressure packer for rock incision, 'a packer for rock incision using water pressure' is disclosed in Patent Document 1, which includes a cylindrical expansion member divided into a plurality of pieces through a plurality of incision lines, the expansion An elastic member enclosing the member and having a variable diameter depending on whether the expansion member is expanded, preventing the separation of the expansion member, a pressing member provided inside the expansion member and pushing the expansion member outward through water pressure, and the above A cylindrical support member formed by spacing a plurality of branch holes at regular intervals in the circumferential and longitudinal direction so as to accommodate a water pipe through which water supplied by the water supply member provided inside the pressure member and to be sprayed in all directions consists of including
또, 특허문헌 2의 '슬롯을 이용한 수압 암반절개공법'은 인터벌 부분에 천공경에 평행한 방향인 슬롯과 패커 하단부에 천공경에 수직인 회전방향의 슬롯을 형성한 후 단계적 또는 동시에 수압을 가하여 모암으로부터 암편을 절취하는 방법이 개시되어 있다.In addition, the 'hydraulic rock cutting method using slots' in Patent Document 2 forms slots in a direction parallel to the drilling mirror in the interval part and slots in the rotational direction perpendicular to the drilling mirror at the lower end of the packer, and then applying water pressure in stages or simultaneously. A method of cutting a rock piece from a parent rock is disclosed.
특허문헌 3의 '수압파쇄장치 및 이를 이용한 수압파쇄방법'은 유체를 압축시키는 펌프, 상기 펌프와 연결되는 노즐 및 상기 노즐의 외주면을 감싸는 패킹부를 포함하고, 상기 노즐을 통해 분사되는 유체의 압력에 의해 암반에 천공이 형성되고, 상기 천공에 삽입된 노즐로부터 분사되는 유체의 압력에 의해 암반의 파쇄가 이루어지도록 구성되어 있다.The 'hydraulic fracturing device and hydraulic fracturing method using the same' of Patent Document 3 includes a pump for compressing a fluid, a nozzle connected to the pump, and a packing part surrounding the outer circumferential surface of the nozzle, and the pressure of the fluid injected through the nozzle A hole is formed in the rock mass, and the rock mass is crushed by the pressure of the fluid injected from the nozzle inserted into the hole.
특허문헌 4의 '수압을 이용한 무진동 무소음 암반파쇄기'는 암반파쇄시 중공축으로 고압수를 공급하면 물주입공으로 주입되는 고압수의 수압에 의해 패커가 압블럭이 전진하면서 패커를 가압하여 1차적으로 패커가 확장되면서 암반에 천공된 천공홀 양측을 밀폐시켜 주고, 2차적으로 요홈부내로 유입된 고압수가 각각의 유로를 통해 패커 및 고압수분사파이프 내부로 공급되어 패커의 밀폐력을 상승시켜 줌과 동시에 고압수가 물토출공을 통해 외부로 분사되면서 수압에 의해 암반을 파쇄하는 방식으로 이루어져 있다.In the 'non-vibration and noiseless rock crusher using water pressure' in Patent Document 4, when high-pressure water is supplied to the hollow shaft during bedrock crushing, the packer pressurizes the packer while the pressure block moves forward by the water pressure of the high-pressure water injected through the water injection hole. As the packer expands, both sides of the perforated hole drilled in the bedrock are sealed, and the high-pressure water that has flowed into the groove secondarily is supplied to the inside of the packer and the high-pressure water spray pipe through each passage to increase the sealing power of the packer and at the same time It consists of a method in which high-pressure water is sprayed to the outside through a water discharge hole and crushes bedrock by water pressure.
한편, 상술한 종래기슬에 있어서는 수압 작용시 내부 팽창고무의 양단에서 누수가 발생하여 수압이 효과적으로 작용하지 못하는 문제점이 있었고, 외부 팽창고무는 암반과의 직접 접촉에 의해 눌리면서 찢기게 되는 문제점이 있었으며, 이로 인해 패커의 내구성이 저하되어 수명이 짧고, 현장에서 다수의 패커를 준비하여 교체하면서 사용하여야 함으로써 비용부담과 더불어 교체 작업의 번거로움이 수반되고 있다는 부담이 있었다.On the other hand, in the above-mentioned conventional technology, there is a problem that water leakage occurs at both ends of the inner expandable rubber during the action of water pressure, so that the water pressure does not work effectively, and the outer expandable rubber has a problem that it is torn while being pressed by direct contact with the bedrock, As a result, the durability of the packer is deteriorated, the life span is short, and a number of packers must be prepared and replaced at the site, so there is a burden that the cost burden and the hassle of replacement work are accompanied.
[선행기술문헌][Prior art literature]
[특허문헌][Patent Literature]
(특허문헌 1) 한국등록특허 제10-1710476호2017.02.21. 등록)(Patent Document 1) Korea Patent Registration No. 10-1710476 2017.02.21. registration)
(특허문헌 2) 한국등록특허 제10-1847085호(2018.04.03. 등록)(Patent Document 2) Korean Patent Registration No. 10-1847085 (registered on April 3, 2018)
(특허문헌 3) 한국등록특허 제10-2104260호(2020.04.20. 등록)(Patent Document 3) Korean Patent Registration No. 10-2104260 (registered on April 20, 2020)
(특허문헌 4) 한국공개특허 제10-2020-0004008호(2020.01.13. 공개)(Patent Document 4) Korean Patent Publication No. 10-2020-0004008 (published on January 13, 2020)
본 발명은 상기한 문제점을 해결하기 위하여 안출된 것으로, 본 발명의 목적은 암반에 천공한 구멍에 패커를 주입한 후 수압을 공급하여 고무 튜브를 팽창시킴으로써 할암력에 의해 무소음·무진동·무분진 상태에서 암반을 절개할 수 있는 암반 절개용 수압 패커를 제공하되 내부 팽창고무에서의 누수 발생을 방지하여 수압이 효과적으로 작용할 수 있도록 하고, 외부 팽창고무는 암반에 의해 파손되지 않도록 함으로써 저비용으로 효과적인 암반 절개작업이 가능하도록 하는데 있다.The present invention has been made to solve the above problems, and an object of the present invention is to inject a packer into a hole drilled in a bedrock and then supply water pressure to expand a rubber tube to achieve a noise-free, vibration-free, and dust-free state by the rock breaking force. Provides a hydraulic pressure packer for bedrock cutting that can cut bedrock, but prevents water leakage from the internal expansion rubber so that the water pressure can effectively act, and prevents the external expansion rubber from being damaged by bedrock, so that low-cost and effective bedrock cutting work are making this possible.
상기한 목적을 달성하기 위하여 본 발명은 양단 외측에 수나사부가 형성되고 내부는 길이방향으로 관통공이 형성되며, 중간부에는 상기 관통공에서 방사상으로 연통된 수압 홀이 형성된 샤프트와; 상기 샤프트의 외측에 씌워지는 내부 팽창고무와; 상기 샤프트의 양단에 삽입되어 상기 내부 팽창고무의 양단을 밀폐하는 내부 패킹 캡과; 상기 내부 패킹 캡의 외부와 내부 팽창고무의 양단 외측을 감싸서 수압인가시 내부 팽창고무와 내부 패킹 캡 사이의 누수를 방지하는 내부 슬리브와; 상기 내부 팽창고무와 내부 슬리브 외측에 씌워지는 외부 팽창고무와; 상기 외부 팽창고무의 양단을 감싸서 수압 인가시 외부 팽창고무를 보호하는 외부 슬리브와; 상기 샤프트의 양단에 나사결합되는 외부 패킹 캡과; 상기 일측 외부 패킹 캡의 외측에 나사결합되어 상기 샤프트에 수압을 공급하는 어댑터와; 상기 어댑터에 끼움 결합되고 상기 샤프트의 내측에 삽입되는 유체 공급관;을 포함하여 이루어지며, 상기 타측 외부 패킹 캡의 외측에는 상기 샤프트를 밀폐하고, 상기 유체 공급관에서 수압을 공급받아 분사하는 노즐 또는 인발용 피스톤이 나사결합되는 암반 절개용 수압 패커를 제공한다.In order to achieve the above object, the present invention provides a shaft having externally threaded portions formed at both ends, through-holes formed in the longitudinal direction on the inside, and pressure-receiving holes radially communicated from the through-holes formed in the middle portion; an inner expansion rubber covered on the outside of the shaft; an inner packing cap inserted into both ends of the shaft to seal both ends of the inner expandable rubber; an inner sleeve which surrounds the outside of the inner packing cap and both ends of the inner expansion rubber to prevent leakage between the inner expansion rubber and the inner packing cap when water pressure is applied; an external inflatable rubber covered on the outside of the internal inflatable rubber and the inner sleeve; an outer sleeve which surrounds both ends of the externally expanded rubber and protects the externally expanded rubber when water pressure is applied; an outer packing cap screwed to both ends of the shaft; an adapter screwed to the outer side of the outer packing cap to supply water pressure to the shaft; A fluid supply pipe fitted to the adapter and inserted into the shaft, and the outer side of the other outer packing cap seals the shaft, and a nozzle or drawing for spraying by receiving water pressure from the fluid supply pipe. A hydraulic pressure packer for rock cutting in which a piston is screwed is provided.
본 발명의 실시 예에 의한 수압 패커는 내부 팽창고무의 양 외측에 내부 슬리브가 씌워져 있으므로 수압 인가시 내부 팽창고무 양단의 내부 패킹 캡과의 결합부위에서 누수가 발생하는 것을 방지할 수 있으므로 수압에 의한 내부 팽창고무의 팽창동작이 정상적으로 이루어지게 되면서 외부 팽창고무를 팽창시켜 암반의 절개가 효과적으로 이루어지게 되는 것이고, 외부 팽창고무는 커버로 보호된 상태에서 팽창되므로 암반과의 직접적인 접촉으로 인한 파손을 방지할 수 있어 수압 패커의 내구성을 향상시킬 수 있게 되는 유용한 효과가 있다.In the hydraulic pressure packer according to an embodiment of the present invention, since inner sleeves are covered on both outer sides of the inner expandable rubber, when water pressure is applied, water leakage can be prevented from occurring at the joint between the inner packing caps at both ends of the inner expandable rubber. As the expansion operation of the internal expansion rubber is normally performed, the external expansion rubber is inflated to effectively cut the bedrock, and the external expansion rubber is inflated while protected by a cover to prevent damage due to direct contact with the bedrock. There is a useful effect of being able to improve the durability of the hydraulic packer.
도 1은 본 발명의 제1실시 예에 의한 암반 절개용 수압 패커의 분해사시도,1 is an exploded perspective view of a hydraulic pressure packer for rock cutting according to a first embodiment of the present invention;
도 2는 도 1에 도시된 수압 패커의 결합사시도,Figure 2 is a combined perspective view of the hydraulic packer shown in Figure 1;
도 3은 도 2에 도시된 수압 패커의 종단면도,3 is a longitudinal sectional view of the hydraulic packer shown in FIG. 2;
도 4는 수압 패커의 팽창상태도,4 is an expansion state diagram of a hydraulic packer;
도 5는 본 발명의 제2실시 예에 의한 암반 절개용 수압 패커의 종단면도,5 is a longitudinal cross-sectional view of a hydraulic pressure packer for rock cutting according to a second embodiment of the present invention;
도 6은 도 5에서 피스톤에 수압이 인가된 상태를 도시한 것이다.FIG. 6 shows a state in which water pressure is applied to the piston in FIG. 5 .
이하, 본 발명을 한정하지 않는 바람직한 실시 예를 첨부된 도면에 의하여 상세히 설명하기로 한다.Hereinafter, preferred embodiments that do not limit the present invention will be described in detail with reference to the accompanying drawings.
도 1 내지 도 4에는 본 발명의 제1실시 예에 의한 암반 절개용 수압 패커(1)가 도시되어 있는데, 이는 양단 외측에 수나사부(110,120)가 형성되고 내부는 길이방향으로 관통공(130)이 형성되며, 중간부에는 상기 관통공(130)에서 방사상으로 연통된 수압 홀(140)이 형성된 샤프트(100)와; 상기 샤프트(100)의 외측에 씌워지는 내부 팽창고무(200)와; 상기 샤프트(100)의 양단에 삽입되어 상기 내부 팽창고무(200)의 양단을 밀폐하는 내부 패킹 캡(300,300')과; 상기 내부 패킹 캡(300,300')의 외부와 내부 팽창고무(200)의 양단 외측을 감싸서 수압인가시 내부 팽창고무(200)와 내부 패킹 캡(300,300') 사이의 누수를 방지하는 내부 슬리브(400,400')와; 상기 내부 팽창고무(200)와 내부 슬리브(400,400') 외측에 씌워지는 외부 팽창고무(500)와; 상기 외부 팽창고무(500)의 양단을 감싸서 수압 인가시 외부 팽창고무(500)를 보호하는 외부 슬리브(600,600')와; 상기 샤프트(100)의 양단에 나사결합되는 외부 패킹 캡(700,700')과; 상기 일측 외부 패킹 캡(700)의 외측에 나사결합되어 상기 샤프트(100)에 수압을 공급하는 어댑터(800)와; 상기 어댑터(800)에 끼움 결합되고 상기 샤프트(100)의 내측에 삽입되는 유체 공급관(900);을 포함하여 이루어지며, 상기 타측 외부 패킹 캡(700')의 외측에는 상기 샤프트(100)를 밀폐하고, 상기 유체 공급관(900)에서 수압을 공급받아 분사하는 노즐(N) 또는 인발용 피스톤(P; 도 5 및 도 6 참조)이 나사결합되는 구조로 이루어져 있다.1 to 4 show a hydraulic pressure packer 1 for rock cutting according to a first embodiment of the present invention, which has male screw parts 110 and 120 formed on the outside of both ends and a through hole 130 in the longitudinal direction on the inside. is formed, and a shaft 100 having a pressure receiving hole 140 radially communicated with the through hole 130 at a middle portion thereof; an inner expansion rubber 200 covered on the outside of the shaft 100; inner packing caps 300 and 300' inserted into both ends of the shaft 100 to seal both ends of the inner expandable rubber 200; Inner sleeves 400 and 400' which wrap the outside of the inner packing caps 300 and 300' and both ends of the inner expansion rubber 200 to prevent leakage between the inner expansion rubber 200 and the inner packing caps 300 and 300' when water pressure is applied. )and; an external inflatable rubber 500 covered on the outside of the internal inflatable rubber 200 and the inner sleeves 400 and 400'; outer sleeves 600 and 600' which surround both ends of the external inflatable rubber 500 and protect the external inflatable rubber 500 when water pressure is applied; External packing caps 700 and 700' screwed to both ends of the shaft 100; an adapter 800 screwed to the outer side of the outer packing cap 700 to supply water pressure to the shaft 100; and a fluid supply pipe 900 fitted to the adapter 800 and inserted into the shaft 100, and sealing the shaft 100 on the outside of the other outer packing cap 700'. And, a nozzle N for receiving and spraying water pressure from the fluid supply pipe 900 or a piston for drawing (P; see FIGS. 5 and 6) is screwed together.
본 실시 예에서, 상기 외부 패킹 캡(700,700')에는 외부 팽창고무(500)의 파손 방지를 위한 커버(1000)가 씌워져 있는데, 상기 커버(1000)는 방사상으로 복수(도면상으로는 2개)로 분할되고, 외부 팽창고무(500)의 팽창시 벌어질 수 있도록 외부 패킹 캡(700,700')에 스프링(1100)의 개재하에 볼트(1200)로 결합되어 있어서 수압을 받지 않을 경우에는 스프링(1100)에 의해 외부 패킹 캡(700,700')에 밀착된 상태를 유지하게 되고, 수압을 받게 되면 스프링(1100)의 탄성을 이기면서 외부 팽창고무(500)의 팽창에 따라 외부로 확장되도록 되어 있어 외부 팽창고무(500)가 직접 암반의 천공 구멍 내면에 접촉하여 찢기게 되는 것을 방지할 수 있도록 되어 있다.In this embodiment, the outer packing caps 700 and 700' are covered with a cover 1000 for preventing damage to the external expanded rubber 500, and the cover 1000 is radially divided into a plurality (two in the drawing) And, it is coupled with a bolt 1200 under the interposition of a spring 1100 to the outer packing caps 700 and 700' so that they can be opened when the external inflatable rubber 500 expands. It stays in close contact with the outer packing caps 700 and 700', and when subjected to water pressure, overcomes the elasticity of the spring 1100 and expands to the outside according to the expansion of the external inflatable rubber 500, so that the external inflatable rubber 500 ) is designed to prevent it from being torn by directly contacting the inner surface of the drilled hole in the rock mass.
상기 샤프트(100)는 탄소강 또는 스테인리스 스틸 소재로 제작되며, 상술한 바와 같이 양단 외측에 외부 패킹 캡(700,700')에 나사결합되는 수나사부(110,120)가 형성되어 있고, 내부는 길이방향으로 관통공(130)이 형성되어 있으며, 중간부에는 상기 관통공(130)에서 방사상으로 외곽과 연통된 수압 홀(140)이 형성되어 있어 내부 팽창고무(200)를 수압으로 팽창시키는 역할을 하게 된다.The shaft 100 is made of carbon steel or stainless steel, and as described above, male screw parts 110 and 120 screwed to the outer packing caps 700 and 700' are formed on both ends outside, and the inside has through holes in the longitudinal direction. 130 is formed, and a hydraulic pressure hole 140 radially communicating with the outside is formed in the middle portion of the through hole 130 to serve to expand the internal inflatable rubber 200 by hydraulic pressure.
상기 내부 팽창고무(200)는 샤프트(100)의 외측에 씌워지고, 양단의 결합턱(210,220)이 금속재로 제작된 내부 패킹 캡(300,300')에 형성된 결합턱(310)에 압입되어 마감됨으로써 밀폐되도록 되어 있는데, 상기 내부 패킹 캡(300)은 샤프트(100)의 외면에 수밀이 유지되도록 내측에 U-패킹(320)이 끼워져 있다.The internal expansion rubber 200 is covered on the outside of the shaft 100, and the coupling jaws 210 and 220 at both ends are press-fitted into the coupling jaws 310 formed on the inner packing caps 300 and 300' made of metal to seal the seal. The inner packing cap 300 has a U-packing 320 inserted therein so that watertightness is maintained on the outer surface of the shaft 100.
상기 내부 슬리브(400,400')는 금속소재의 단관 형태로 이루어져 있으며, 도 3의 종단면도에서 알 수 있는 바와 같이 내부 팽창고무(200)와, 내부 패킹 캡(300,300') 및 외부 패킹 캡(700)을 동시에 감싸도록 끼워져 있으며, 이에 의해 내부 팽창고무(200)에 수압이 인가될 경우 내부 팽창고무(200)가 팽창되면서 내부 팽창고무(200) 양단도 팽창되려 하게 되는바, 내부 팽창고무(200) 양단의 팽창에 의해 내부 패킹 캡(300,300')과의 결합상태가 와해되면서 이 부분에서 누수가 발생하는 것을 방지하는 역할을 하게 된다. The inner sleeves 400 and 400' are made of a single tube of a metal material, and as can be seen in the longitudinal cross-sectional view of FIG. 3, the inner expansion rubber 200, the inner packing caps 300 and 300', and the outer packing cap 700 At the same time, when water pressure is applied to the inner expandable rubber 200, the inner expandable rubber 200 expands and both ends of the inner expandable rubber 200 also try to expand, the inner expandable rubber 200 As the coupling state with the inner packing caps 300 and 300' is broken by the expansion of both ends, it plays a role in preventing leakage from occurring in this part.
상기 외부 팽창고무(500)는 내부 팽창고무(200)의 팽창에 의해 팽창되면서 암반의 천공구멍에 인장균열을 일으키는 역할을 하게 되는데, 상기 외부 팽창고무(500)의 양단은 금속재로 이루어진 단관 형태의 외부 슬리브(600,600')가 씌워져 보호된 상태로 팽창되고 다시 수축되면서 원상태로 복원될 수 있도록 되어 있다.The external expansion rubber 500 expands by the expansion of the internal expansion rubber 200 and serves to cause tensile cracks in the drilling holes of the bedrock. Both ends of the external expansion rubber 500 are in the form of a single tube made of metal The outer sleeves 600 and 600' are covered and inflated to a protected state, and then contracted again so that they can be restored to their original state.
상기 외부 패킹 캡(700,700')은 중심부에 샤프트(100) 및 어댑터(800)와의 결합을 위한 암나사부(710)가 관통 형성되어 있고, 외측에는 내부 슬리브(400,400')와의 수밀유지를 위한 오-링(720)이 끼워져 있으며, 플랜지부(730)에는 커버(1000)의 부착을 위한 볼트구멍(732)이 형성되어 있다.The outer packing caps 700 and 700' have a female screw portion 710 through which they are coupled to the shaft 100 and the adapter 800 at the center, and an O- A ring 720 is fitted, and a bolt hole 732 for attaching the cover 1000 is formed in the flange portion 730.
상기 어댑터(800)는 일측 외부 패킹 캡(700)의 암나사부(710)에 분리가능하게 결합되며, 하나는 유체공급관(900)으로 수압을 공급하고 다른 하나는 샤프트(100)로 수압을 공급할 수 있도록 2개의 수압공급라인(810,820)이 형성되어 있다.The adapter 800 is detachably coupled to the female screw portion 710 of the outer packing cap 700 on one side, and one can supply water pressure to the fluid supply pipe 900 and the other can supply water pressure to the shaft 100. Two hydraulic pressure supply lines 810 and 820 are formed so as to be.
상기 유체 공급관(900)의 양단은 각각 어댑터(800)와 노즐(N)에 압입되어 오링(910,920)에 의해 수밀이 유지된 상태로 수압공급라인(810)에서 수압을 공급받아 노즐(N)에서 분사되게 된다.Both ends of the fluid supply pipe 900 are press-fitted into the adapter 800 and the nozzle N, respectively, and are supplied with water pressure from the water pressure supply line 810 in a state where watertightness is maintained by O- rings 910 and 920, and will be sprayed
도면 중 부호 830은 수압공급라인(820)에 구비된 밸브이다. Reference numeral 830 in the drawing is a valve provided in the water pressure supply line 820.
이와 같이 구성된 본 실시 예에 의한 수압 패커는 암반의 절개를 위하여 형성한 천공 구멍에 삽입하여 외부에서 어댑터(800)의 수압공급라인(820)을 통해 패커(1) 내부에 수압을 인가하게 되면 내부 팽창고무(200)와 외부 팽창고무(500)가 팽창하게 되면서 발생하는 할암력에 의해 균열을 형성하면서 벌리게 되어 암반을 절개할 수 있게 된다.The hydraulic pressure packer according to the present embodiment configured as described above is inserted into a drilled hole formed for incision of rock mass, and when water pressure is applied to the inside of the packer 1 through the hydraulic pressure supply line 820 of the adapter 800 from the outside, the inside As the expansion rubber 200 and the external expansion rubber 500 expand, cracks are formed and widened by the rock breaking force generated, so that the bedrock can be cut.
본 실시 예에 의한 패커(1)는 내부 팽창고무(200)에 수압이 인가되는 상황에서 상술한 바와 같이 내부 팽창고무(200)의 양단 외측에 내부 슬리브(400,400')가 끼워져 있으므로 내부 팽창고무(200)의 양단에 결합된 내부 패킹캡(300,300')과의 결합부위에 수압이 작용되지 않아 이 부분에서 내부 패킹캡(300,300')과의 결합상태가 와해되거나 누수가 발생하지 않게 되므로 외부에서 인가된 수압이 내부 팽창고무(200)의 팽창작용에 전적이면서도 효과적으로 작용하게 되는 것이며, 외부 팽창고무(500)는 내부 팽창고무(200)의 팽창에 의해 팽창되면서 암반의 천공 구멍 내면을 가압하여 할암력을 발휘하게 되는데 이때 외부 팽창고무(500)의 외측에는 분할된 커버(1000)가 씌워져 있으므로 외부 팽창고무(1000)가 암반과의 직접 접촉으로 인해 찢기는 것을 방지하게 된다. In the packer 1 according to the present embodiment, since the inner sleeves 400 and 400' are fitted outside both ends of the inner expandable rubber 200 as described above in a situation where water pressure is applied to the inner expandable rubber 200, the inner expandable rubber ( 200), the water pressure is not applied to the joint with the inner packing caps 300 and 300' coupled to both ends, so that the coupling state with the inner packing caps 300 and 300' is not broken or leaks do not occur. The applied water pressure fully and effectively acts on the expansion action of the internal inflatable rubber 200, and the external inflatable rubber 500 is expanded by the expansion of the internal inflatable rubber 200 and pressurizes the inner surface of the drilling hole in the bedrock to prevent rock formation. At this time, since the divided cover 1000 is covered on the outside of the external inflatable rubber 500, the external inflatable rubber 1000 is prevented from being torn due to direct contact with the bedrock.
도 5에는 본 발명의 제2실시 예에 의한 수압 패커(1)가 도시되어 있는데, 이는 도 1 내지 도 4에 도시된 제1실시 예에 개시된 수압 분사 노즐(N) 대신 인발용 피스톤(P)이 나사결합된 것으로, 패커(1)의 팽창 후 패커(1)를 천공 구멍으로부터 이탈시키기 위해 어댑터(800)의 수압공급라인(810)에서 유체공급관(900)을 통해 인발용 피스톤(P)으로 수압을 공급하게 되면 인발용 피스(P)톤이 신장되면서 수압 패커(1)을 천공 구멍 외측으로 밀어내게 됨으로써 천공 구멍에서 수압 패커(1)를 용이하게 이탈시킬 수 있도록 되어 있다.5 shows a hydraulic packer 1 according to a second embodiment of the present invention, which uses a piston P for drawing instead of the hydraulic injection nozzle N disclosed in the first embodiment shown in FIGS. 1 to 4 This is screwed, and after expansion of the packer 1, from the water pressure supply line 810 of the adapter 800 to the piston P for drawing through the fluid supply pipe 900 in order to separate the packer 1 from the drilled hole. When water pressure is supplied, the piece (P) for drawing is stretched to push the hydraulic packer 1 out of the drilling hole, so that the hydraulic packer 1 can be easily separated from the drilling hole.
첨부된 도면 및 상술한 설명에서는 본 발명에 의한 수압 패커의 구조와 기본저긴 사용방법에 대한 내용을 위주로 설명하였으나, 본 발명의 수압 패커는 상술한 설명에 한정되지 않고 기존의 수압 패커를 대체하여 다양한 방식으로 예를 들면 복수의 수압 패커를 일렬로 연결하여 깊게 형성한 천공 구멍에 삽입한 상태에서 암반을 절개하거나 기존의 쐐기형 패커와 조합하여 사용할 수도 있음은 물론이다.In the accompanying drawings and the above description, the structure of the hydraulic packer according to the present invention and the basic method of use have been mainly described, but the hydraulic packer of the present invention is not limited to the above description and replaces the existing hydraulic packer in various ways. As a method, for example, a plurality of hydraulic packers may be connected in a row and inserted into a deeply formed drilling hole to cut rock mass or to be used in combination with an existing wedge-type packer.
이상 설명한 바와 같이, 본 발명에 의한 수압 패커는 기존의 수압 패커에서 누수 취약부위였던 내부 팽창고무의 양단에 보호용 내부 슬리브를 끼우고, 암반과의 직접 접촉에 의한 파손 취약부위였던 외부 팽창고무의 외부에 분할형 커버를 씌움으로써 수압인가시 효과적인 고무 팽창에 의한 할암력이 작용되어 암반을 절개할 수 있으며, 커버에 의해 암반과의 직접적인 접촉으로 인한 찢김 등이 발생하는 것을 방지할 수 있으므로 수압 패커의 내구성을 향상시킬 수 있어 저비용으로 효과적인 암반 절개가 가능하게 되는 것이다.As described above, the hydraulic pressure packer according to the present invention inserts a protective inner sleeve on both ends of the inner expandable rubber, which was a vulnerable part of leakage in the existing hydraulic packer, and the outside of the external expandable rubber, which was a vulnerable part of breakage due to direct contact with the bedrock. By covering the split type cover, when water pressure is applied, the rock breaking force by effective rubber expansion is applied to cut the bedrock, and the cover prevents tearing due to direct contact with the bedrock. Since durability can be improved, effective bedrock incision at low cost is possible.
[부호의 설명][Description of code]
1 : 수압 패커1 : Hydraulic Packer
100 : 샤프트100: shaft
200 : 내부 팽창고무200: internal expansion rubber
300,300' : 내부 패킹 캡300,300' : inner packing cap
400,400' : 내부 슬리브 400,400' : inner sleeve
500 : 외부 팽창고무500: external expansion rubber
600,600' : 외부 슬리브600,600' : Outer sleeve
700,700' : 외부 패킹 캡700,700' : External packing cap
800 : 어댑터800: adapter
900 : 유체 공급관900: fluid supply pipe
1000 : 커버1000: cover
1100 : 스프링1100: spring
1200 : 볼트1200: bolt

Claims (4)

  1. 양단 외측에 수나사부(110,120)가 형성되고 내부는 길이방향으로 관통공(130)이 형성되며, 중간부에는 상기 관통공(130)에서 방사상으로 연통된 수압 홀(140)이 형성된 샤프트(100)와;Male screw portions 110 and 120 are formed on the outside of both ends, through holes 130 are formed on the inside in the longitudinal direction, and in the middle, a pressure receiving hole 140 radially communicating with the through hole 130 is formed. Shaft 100 and;
    상기 샤프트(100)의 외측에 씌워지는 내부 팽창고무(200)와;an inner expansion rubber 200 covered on the outside of the shaft 100;
    상기 샤프트(100)의 양단에 삽입되어 상기 내부 팽창고무(200)의 양단을 밀폐하는 내부 패킹 캡(300,300')과;inner packing caps 300 and 300' inserted into both ends of the shaft 100 to seal both ends of the inner expandable rubber 200;
    상기 내부 패킹 캡(300,300')의 외부와 내부 팽창고무(200)의 양단 외측을 감싸서 수압인가시 내부 팽창고무(200)와 내부 패킹 캡(300,300') 사이의 누수를 방지하는 내부 슬리브(400,400')와;Inner sleeves 400 and 400' which wrap the outside of the inner packing caps 300 and 300' and both ends of the inner expansion rubber 200 to prevent leakage between the inner expansion rubber 200 and the inner packing caps 300 and 300' when water pressure is applied. )and;
    상기 내부 팽창고무(400)와 내부 슬리브(400,400') 외측에 씌워지는 외부 팽창고무(500)와;an external inflatable rubber 500 covered on the outside of the internal inflatable rubber 400 and the inner sleeves 400 and 400';
    상기 외부 팽창고무(500)의 양단을 감싸서 수압 인가시 외부 팽창고무(500)를 보호하는 외부 슬리브(600,600')와;outer sleeves 600 and 600' which surround both ends of the external inflatable rubber 500 and protect the external inflatable rubber 500 when water pressure is applied;
    상기 샤프트(100)의 양단에 나사결합되는 외부 패킹 캡(700,700')과;External packing caps 700 and 700' screwed to both ends of the shaft 100;
    상기 일측 외부 패킹 캡(700)의 외측에 나사결합되어 상기 샤프트(100)에 수압을 공급하는 어댑터(800)와;an adapter 800 screwed to the outer side of the outer packing cap 700 to supply water pressure to the shaft 100;
    상기 어댑터(800)에 끼움 결합되고 상기 샤프트(100)의 내측에 삽입되는 유체 공급관(900);을 포함하여 이루어지며, A fluid supply pipe 900 fitted to the adapter 800 and inserted into the shaft 100;
    상기 타측 외부 패킹 캡(700')의 외측에는 상기 샤프트(100)를 밀폐하고, 상기 유체 공급관(900)에서 수압을 공급받아 분사하는 노즐(N) 또는 인발용 피스톤(P)이 나사결합되는 것을 특징으로 하는 암반 절개용 수압 패커.The outer side of the other outer packing cap 700' seals the shaft 100, and a nozzle N for spraying by receiving water pressure from the fluid supply pipe 900 or a drawing piston P is screwed. Characterized by a hydraulic pressure packer for rock cutting.
  2. 청구항 1에 있어서,The method of claim 1,
    상기 외부 패킹 캡(700,700')에는 외부 팽창고무(500)의 파손 방지를 위한 커버(1000)가 씌워지는 것을 특징으로 하는 암반 절개용 수압 패커.The external packing caps (700, 700') are covered with a cover (1000) for preventing damage to the external expansion rubber (500).
  3. 청구항 2에 있어서,The method of claim 2,
    상기 커버(1000)는 방사상으로 복수로 분할되고, 외부 팽창고무(500)의 팽창시 벌어질 수 있도록 외부 패킹 캡(700,700')에 스프링(1100)의 개재하에 볼트(1200)로 결합되는 것을 특징으로 하는 암반 절개용 수압 패커.The cover 1000 is radially divided into a plurality of parts, and is coupled to the outer packing caps 700 and 700' with a bolt 1200 under the interposition of a spring 1100 so as to be opened when the external inflatable rubber 500 expands. A hydraulic pressure packer for bedrock cutting.
  4. 청구항 1에 있어서,The method of claim 1,
    상기 내부 슬리브(400,400')는 금속소재의 단관 형태로 이루어지고, 내부 팽창고무(200)와, 내부 패킹 캡(300,300') 및 외부 패킹 캡(700)을 동시에 감싸도록 끼워진 것을 특징으로 하는 암반 절개용 수압 패커.The inner sleeves 400 and 400' are made of a single tube of a metal material and are inserted to cover the inner expansion rubber 200, the inner packing caps 300 and 300', and the outer packing cap 700 at the same time. for hydraulic pressure packer.
PCT/KR2023/001640 2022-02-24 2023-02-06 Water pressure packer for cutting rock WO2023163416A1 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4657306A (en) * 1985-10-18 1987-04-14 Robert Koopmans Hydraulic rock breaking tool
KR19980020574U (en) * 1996-10-15 1998-07-15 박종태 Rock crush
KR100972628B1 (en) * 2009-09-09 2010-07-28 주식회사 기술나라 An rock split device with no-vibration
KR20200004008A (en) * 2018-07-03 2020-01-13 최찬희 No-vibration silent rock crusher using water pressure
KR102122077B1 (en) * 2018-07-25 2020-06-11 서기식 Packer structure of rock cutter using hydraulic pressure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101710476B1 (en) 2016-08-24 2017-03-14 영인산업 주식회사 Packer for rock cutting using water pressure
KR101847085B1 (en) 2017-06-27 2018-04-10 영인산업 주식회사 A method for hydraulic pressure rock splitting using a slot
KR102104260B1 (en) 2018-05-02 2020-04-24 한국과학기술원 Hydraulic fracturing apparatus and the method using the same

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4657306A (en) * 1985-10-18 1987-04-14 Robert Koopmans Hydraulic rock breaking tool
KR19980020574U (en) * 1996-10-15 1998-07-15 박종태 Rock crush
KR100972628B1 (en) * 2009-09-09 2010-07-28 주식회사 기술나라 An rock split device with no-vibration
KR20200004008A (en) * 2018-07-03 2020-01-13 최찬희 No-vibration silent rock crusher using water pressure
KR102122077B1 (en) * 2018-07-25 2020-06-11 서기식 Packer structure of rock cutter using hydraulic pressure

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