| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 161 | MINE DEWATERING SYSTEM AND METHOD | PCT/IB2011051983 | 2011-05-04 | WO2011148285A3 | 2012-01-12 | DOWLING JEREMY; BEALE GEOFF |
| A system and method for efficiently and effectively removing water from mine areas is presented. In one embodiment, one or more directionally drilled dewatering wells are drilled into the geologic formation such that at least a portion of the dewatering well is positioned underneath the mine. In one embodiment, one or more of the dewatering wells may originate outside the perimeter of the mine so as not to interfere with mine operations. In one embodiment, a hydrogeologic assessment along with mine dewatering requirements may be used to generate a mine dewatering plan. In one embodiment, a hydrogeologic assessment along with a determination of the dewatering requirements of the mine and surrounding areas may be used to create a mine dewatering plan. In one embodiment, the mine dewatering plan provides design information pertaining to each dewatering well. | ||||||
| 162 | METHOD OF COLLECTING HYDROCARBONS USING A BARRIER TUNNEL | PCT/US2007081531 | 2007-10-16 | WO2008048966A2 | 2008-04-24 | KOBLER MICHAEL H; BROCK DANA |
| The present invention relates generally to a method and means of collecting oil from a reservoir overlying a water aquifer or basement rock using a manned tunnel. A manned tunnel is used as a physical barrier to intercept oil and water flowing downward along a formation dip and to preferentially collect the oil or the water through a series of collector stations. This method can be used for oil spill clean-ups or for hydrocarbon recovery in appropriate reservoirs. | ||||||
| 163 | 압전필름의 진동을 이용한 터널 배수재 | KR1020140193348 | 2014-12-30 | KR1020160082343A | 2016-07-08 | 김영욱; 문준호; 신진화 |
| 본발명은터널시공시터널배수관으로유입되는미세입자의흐름과이에의한물리/화학적폐색현상에따른터널배수재의성능저하를압전필름의진동을이용하여배수재의배수성능을향상시키도록한 압전필름의진동을이용한터널배수재를제공하는데그 목적이있다. 상기한목적을달성하기위한본 발명에따른압전필름의진동을이용한터널배수재는다공성원통형으로이루어지고, 전원인가시진동이발생되는압전필름과; 상기압전필름의외주면에삽입되는부직포와; 상기부직포의외주면에삽입되는파이프로구성됨을특징으로한다. | ||||||
| 164 | 연약 암반층에 층서적으로 부존하는 광석의 채광방법 | KR1020140150283 | 2014-10-31 | KR101518471B1 | 2015-05-15 | 권대륙; 허준석 |
| 본발명은, 유효광물성분이농집된채광대상광체가미고결상태또는쇄설성상태이고층서적으로수평또는경사지게연약암반층에부존하는지하광물자원을개발하는채광방법에있어서, (a) 채광대상광체를포함하는광물층의하부에위치되고일정치이상의고결도를갖춰안정성을유지하는암반지층에일정형태와규격을갖는골격갱도를굴착하는단계; (b) 상기골격갱도로부터상기채광대상광체의경사방향으로완경사의주크로스갱도를굴착하는단계; (c) 상기주크로스갱도로부터상기채광대상광체를 4분할채광블록으로구분하여맥중에연층방향으로연층갱도를굴착하는단계; 및 (d) 상기연층갱도로부터 4분할된각각의구획에채광을위한다수개의생산크로스갱도를맥중경사방향으로굴착하는단계; (e) 상기생산크로스갱도의좌우측광맥을일정한규격으로단위채광구역을구획하고최종막장에서부터상기연층갱도로후퇴하면서상기주크로스갱도에서채광이마무리되도록광석을채굴하는단계; 및 (f) 상기채광작업에의해채굴된광석을상기골격갱도를통해운반수단을이용해지상으로이동하는단계를포함하는것을특징으로한다. | ||||||
| 165 | 유지관리가 용이한 공동구 배수시설 | KR1020130131823 | 2013-10-31 | KR101396564B1 | 2014-06-27 | 김인자 |
| The present invention comprises a drainage pipe disposed on a bottom panel to which a pair of side panels fitted to a top panel is rotatably connected by means of connection folding parts and having a first check valve mounted thereon to prevent discharged water from flowing backward; a discharge pipe connecting the drainage pipes extended from the units constituting a utility-pipe conduit thereto, discharging the water discharged from the drainage pipes, and having a first control valve mounted thereon; a branch pipe branched from the discharge pipe, providing a vacuum pressure, and having a second control valve mounted thereon; a water level sensor disposed on the side panels and sensing the level of the discharged water contained in the bottom panel to transmit a water level signal; and a controller determining the water level signal received from the water level sensor to transmit an opening signal to the first control valve and a closing signal to the second control valve if the level of the discharged water is over a set value, thus discharging the discharged water remaining in the utility-pipe conduit along the drainage pipes by means of the vacuum pressure supplied from the branch pipe, and to transmit the closing signal to the first control valve and the opening signal to the second control valve when the drainage starts, thus discharging the discharged water along the discharge pipe. | ||||||
| 166 | 저판 세그먼트 및 이를 이용한 쉴드공법 | KR1020130125586 | 2013-10-21 | KR1020130121801A | 2013-11-06 | 정성남 |
| The present invention relates to a bottom plate segment and a shield method using the same, more specifically, to a bottom plate segment which is used in a shield method for forming a tunnel. A segment ring that has multiple segments which are provided to install a rail so that a material and an excavation matter are delivered includes a bottom plate segment, wherein the bottom plate segment forms the bottom part of a segment ring to be assembled, has a flange which integrally extends and which replaces a part of other segment being in contact with any one end part selected from both end parts being in contact with other segments for forming one segment ring, has an arc shape on the lower surface to form a circle with other segment, has a flat walking deck in each edge of the upper surface, has an installing path which is formed therein and is open upward to function as a drainage and to install a ground wire, and a rail deck for installing a rail along each edge of the installing path. According to the shield method, the bottom plate segment causes the bottom construction for the prior rail installation to be omitted and the construction period and costs to be reduced by reducing a bottom construction process after the removal of a rail, thereby improving the work efficiency. | ||||||
| 167 | 터널 포장면 용출수 방지를 위한 집수정과 집수정 시공방법 | KR1020110132763 | 2011-12-12 | KR101205814B1 | 2012-11-28 | 박우용; 최재옥; 김기현 |
| PURPOSE: A collecting well for preventing water from leaking from the paved surface of a tunnel and a construction method thereof are provided to efficiently drain rainwater flowing into the collecting well to a drain pipe and a sewer pipe. CONSTITUTION: A collecting well for preventing water from leaking from the paved surface of a tunnel comprises a collecting well body(10), water permeable concrete(20), a nonwoven fabric, and a stainless steel perforated plate(50). The water permeable concrete is placed on the bottom of the collecting well body and has a filter function. The nonwoven fabric is formed on the outside of the water permeable concrete and prevents damage to the water permeable concrete. The stainless steel perforated plate is formed on the outside of the nonwoven fabric. [Reference numerals] (AA,BB) Precast concrete; (CC) Rapid hardening concrete | ||||||
| 168 | 터널 작용수압 제어장치 | KR1020090045970 | 2009-05-26 | KR1020100127497A | 2010-12-06 | 신종호 |
| PURPOSE: A device for controlling water pressure of a tunnel is provided to automatically control water pressure around a tunnel by draining underground water. CONSTITUTION: A device for controlling water pressure of a tunnel comprises water pressure measuring sensors(20), drainage units(30), and a control unit. The water pressure measuring sensors are formed in a tunnel(10) and measure water pressure applied to the tunnel. The drainage units discharge underground water. The control unit controls the opening and closing of a valve based on the measured water pressure and monitors the water pressure. | ||||||
| 169 | 터널 배수용 다공관 클램프 | KR1020090008145 | 2009-02-02 | KR1020100088975A | 2010-08-11 | 차응섭 |
| PURPOSE: A perforated hose clamp for tunnel drainage is provided to fix a perforated pipe and a drain sheet firmly in a shotcrete layer by inserting the perforated pipe and the drain sheet in the joint portion of the clamp. CONSTITUTION: A perforated hose clamp for tunnel drainage comprises a joint portion(51) and a fixing portion(54). The joint portion has entry guide and separation prevention projections(52) on the interior surface of both ends in order to guide a perforated pipe and a waterproof member being inserted and to prevent the separation of the perforated pipe and the waterproof member. The fixing portion is extended from one of both ends of the joint portion to contact the exterior surface of a shotcrete layer and formed with a fixing hole(55) for securing the joint portion on the shotcrete layer. | ||||||
| 170 | ＰＣＬ 판넬 라이닝을 이용한 라이닝 배면공간을 충전한 경량기포 모르타르층과 부직포 경계면 배수시스템 및 이를 시공하는 방법 | KR1020090072704 | 2009-08-07 | KR1020100069553A | 2010-06-24 | 마상준; 김동민; 최희섭; 이흥수; 김경덕; 서신석 |
| PURPOSE: A drain system for a boundary face between a mortar layer and a non-woven using PCL panel lining and a construction method thereof are provided to drain water in a lateral drainpipe by preventing the outflow through a fine gap between a non-woven fabric and a PCL panel. CONSTITUTION: A drain system for a boundary face between a mortar layer and a non-woven using PCL panel lining comprises a rear space(40), an insertion support part(64), a lateral drainpipe(80), a non-woven fabric(82) and a waterproof sheet(84), a particle impermeableness layer(70), and a light weight bubble mortar(50). The rear space is formed by shotcrete(20) and a PCL panel based on an invert(60a). The insertion support part supports a horizontal bottom(62) of the invert and the invert supporting the lower end of the PCL panel. The lateral drainpipe is installed at the lower part of the boundary face of invert and shotcrete. | ||||||
| 171 | 터널의 배수구조물 및 그 시공방법과 그것에 이용되는슬리브 소켓 | KR1020070084639 | 2007-08-22 | KR1020090020151A | 2009-02-26 | 김상용 |
| A drainage structures and a construction method of a tunnel and a sleeve socket using the same are provided to prevent danger of the frost break and water leakage by the pressure of the water flowing. A drainage structures of a tunnel comprises a waterproof sheet(110) surrounding a first drainage pipe(120) installed in the inside of the sheet; a second drainpipe installed in the outside of the waterproof sheet; a cut-out(112) formed in a first ferrule part(142) and waterproof sheet; and a joint pipe socket(140) including a second ferrule part(144) connected to the second drain pipe. | ||||||
| 172 | IMPROVED DRAIN STRUCTURE FOR TUNNEL OR UNDERGROUND ROADWAY | KR20060009952 | 2006-02-02 | KR20070079372A | 2007-08-07 | LEE JOO HYUN |
| A drainage structure for a tunnel or an underground roadway with improved constructability is provided to cut down on installation expenses by excluding the use of a ÝÀ-shaped gutter at construction and to increase constructability by installing a manhole on the appointed site in due consideration of drainage capacity. The drainage structure for a tunnel or an underground roadway with improved constructability, for draining off water flew in an underground roadway when it rains or snows, includes many manholes(210,220) constructed on a pavement(300) of the edge of an underground roadway(A) at regular intervals, connected with an external drainpipe connected to the outside of the underground roadway and provided with an end projection to insert a manhole cover, many drain pipes(230) buried under the edge of the pavement to connect a manhole with another manhole, and manhole covers(240) installed to cover the manholes. | ||||||
| 173 | 터널 공동구용 덮개 | KR2020060006253 | 2006-03-08 | KR200418812Y1 | 2006-06-14 | 오웅배 |
| 본 고안은 터널 내의 공동구에 설치되는 덮개에 관한 것으로, 더 상세하게는 금속재를 이용한 간단한 구조에 의해 밀폐성을 가지면서 최소한의 인력으로 개폐가 용이하게 이루어질 수 있도록 하기 위하여, 터널 내에 구비되는 공동구 내의 매설물을 점검하고자 그 공동구의 상단에 형성된 단턱에서 개폐되는 덮개에 있어서, 상기 덮개는 상면판에 지지력 및 미끄럼 방지를 위한 길이방향으로 포밍작업에 의해 다수의 지지부를 형성하고, 중간 지지부 사이의 전,후에는 파지공을 형성하며, 양측단에는 상기 단턱에 올려지는 측면판이 그 상면판에서 일체로 절곡 형성되는 금속재의 본체와; 상기 상면판의 파지공이 형성된 밑면에는 그 파지공을 통하여 이물질이 유입되지 않고 밀폐되게 고정되는 유입방지부재와; 상기 본체의 전,후단에는 그 상면판과 측면판과 대응되게 고정되는 각각 마감판으로 구성되는 것을 특징으로 하는 터널 공동구용 덮개에 관한 것이다. 터널, 공동구, 덮개, 금속재, 상면판, 측면판, 본체, 마감판, 유입방지부재 | ||||||
| 174 | 철도 터널용 배관 부재 | KR2020040027209 | 2004-09-22 | KR200370435Y1 | 2004-12-14 | 김석기 |
| 본 고안은 철도 터널용 배관 부재에 관한 것으로서, 철도 터널의 레일 사이에 위치하며 길이 방향을 따라 연장 형성되는 집수조를 형성하는 것에 있어서, 집수조의 양측벽을 형성하는 측벽부(120); 상기 양측 측벽부(120) 간의 바닥면을 밀폐하며, 길이 방향을 따라 소정 각도의 경사각이 부여된 바닥부(110); 상기 양측 측벽부(120)의 상단으로부터 외측으로 소정 폭으로 연장 형성된 턱부(130); 상기 측벽부(120)와 바닥부(110), 턱부(130)가 형성하는 양단면 중에서 경사각의 상측 단면에 형성되며, 해당 단면의 하부측으로 돌출 형성된 하측 걸림부(150); 상기 측벽부(120)와 바닥부(110), 턱부(130)가 형성하는 양단면 중에서 경사각의 하측 단면에 형성되며, 해당 단면의 상부측으로 돌출 형성된 상측 걸림부(160);를 구비한 배관 부재(100)를 포함하여 이뤄지며, 철도 터널 또는 지하철용 터널의 집수조에 적절한 경사구조를 제공하여, 내부로 흘러들어온 용수가 빠른 시간 내에 용이하게 배출될 수 있도록 해준다. | ||||||
| 175 | 터널 방수용 란델 구조 | KR2020040012576 | 2004-05-06 | KR200364692Y1 | 2004-10-12 | 박경훈; 변천훈 |
| 본 고안은 터널 암반에 발포된 숏크리트부에 방수막을 부착시키는 란델의 구성을 개선하여 열풍이 숏크리트부를 덮는 부직포로 퍼지지 않고 모여 신속하게 란델을 가열시키도록 하는 열풍 차단수단을 구비함으로써, 란델을 가열하는 동안 부직포가 열풍으로 손상되지 않으므로 방수성능이 개선되고 특히 란델이 신속하게 가열되므로 열접착성이 향상되는 터널 방수용 란델 구조에 관한 것이다. 본 고안의 특징은 터널 암반에 형성된 숏크리트부에 방수막을 부착시키기 위한 란델의 구조에 있어서, 란델의 외주면에 열풍이 숏크리트부를 덮는 부직포로 향하지 못하도록 차단하는 열풍차단수단이 구비되고, 란델에는 열풍이 집중되어 접착면이 신속하게 용융되어 방수막이 열융착 되도록 안내하는 수단이 구비된다. | ||||||
| 176 | 쓰리아치 굴착터널의 공법 | KR1020020073221 | 2002-11-22 | KR100438794B1 | 2004-07-07 | 권오현; 윤석렬; 서동현 |
| Disclosed are a structure of an intermediate wall of a three arch excavated tunnel, which effectively exhausts subterranean water from a peripheral ground, and a method for constructing the tunnel. The method comprising the steps of: (a) excavating an upper portion of a central tunnel 10; (b) excavating a lower portion of the central tunnel 10; (c) forming an intermediate wall 20 and grouting a gap formed in the intermediate wall 20; (d) excavating an upper portion of a left main tunnel 30; (e) excavating an upper portion of a right main tunnel 40; (f) excavating a lower portion of the left main tunnel 30; (g) excavating a lower portion of the right main tunnel 40; and (h) installing a drain board 50 and a waterproof layer 60 and casting lining concrete 70 therein so that the tunnel is easily drained through drain pipes 65 and residual water pressure is eliminated. | ||||||
| 177 | 터널내 유류 유출에 따른 화재방지 측구 | KR1020020047038 | 2002-08-09 | KR1020040013910A | 2004-02-14 | 김규창 |
| PURPOSE: A side gutter for preventing fire in a tunnel is provided to prevent the spread of fire and to put out fire at an early stage by blocking the supply of oxygen. CONSTITUTION: The side gutter(10) for preventing fire in a tunnel comprises an oil groove(14), a road surface extension unit(17) extended from a road surface in a tunnel and provided with an upper plane(11) using as a passage, and an inlet(18) formed inward of the oil groove(14) to have the overlapping length of 2¯3 centimeters and installed between the upper plane(11) and the road surface extension unit(17). | ||||||
| 178 | 동파방지용 배수관 및 이를 이용한 터널의 동파방지구조 | KR1020000011223 | 2000-03-07 | KR1020010087481A | 2001-09-21 | 김윤철; 송기덕 |
| PURPOSE: A water pipe prevented from being frozen to burst and a structure for preventing a tunnel from being frozen to burst is provided to prevent the water pipe and the tunnel from being frozen to burst due to cracks and simplify the repair and construction of the tunnel to be carried out in a short time. CONSTITUTION: A structure for preventing a tunnel from being frozen to burst includes a tunnel structure(1), a water pipe(12) attached to the tunnel structure from the ceiling to a wall surface by an adhesive(26) after surface-processing of water leakage portions of surfaces of the tunnel structure, a traverse water pipe(13) connected to the water pipe perpendicularly to the section of the tunnel, water pipes(14) attached to the wall surface of the tunnel perpendicularly to the traverse water pipe by a predetermined interval, and a polyurea layer(9) doped by a thickness of 2mm after curing a primer(8) doped around the above water pipes, wherein the above water pipes are prevented from being frozen to burst and includes a main body in the shape of rectangle formed with a hole in the center, wings protruded from ends of the section, and electric heating lines incorporated in the main body. | ||||||
| 179 | 터널 측벽의 유공관 설치용 보조부재 및 그것이 포함된 터널 측벽의 유공관 설치구조 | KR1020170114996 | 2017-09-08 | KR101846790B1 | 2018-04-09 | 이명희 |
| 본발명은터널측벽의배수구조를용이하게설치할수 있도록하는터널측벽의유공관설치용보조부재및 그것이포함된터널측벽의유공관설치구조에관한것이다. 본발명의유공관설치용보조부재는터널의측벽에맞대어져접촉하는측벽접촉면과, 수평방향으로연장되는유공관이안착되도록수평으로연장되는오목한안착공간과, 상기안착공간의상측에위치하고하측으로가면서측벽접촉면과점점더 이격되도록경사진상측경사면과, 상기측벽접촉면과상측경사면이양 측면을형성하고안착공간의내면이하면을형성하는상측블록부와, 상기상측경사면에분포하는다수의제1배수공과, 안착공간의내면의상부에분포하는다수의제2배수공을연결하는연결유로를포함한다. | ||||||
| 180 | 섬유로드 및 폴리머 몰탈을 이용한 터널 라이닝 공법 | KR1020140037772 | 2014-03-31 | KR101489227B1 | 2015-02-04 | 이상근; 이연화 |
| 본 발명은 종래 철근콘크리트 대신에 섬유로드와 폴리머몰탈을 이용하여 시공을 간소화하고, 철근부식으로 인한 내구성 저하를 방지하며, 점착형 방수재를 이용하여 구조물의 누수문제를 해결한 터널 라이닝 공법에 관한 것으로, 본 발명은 굴착된 터널의 라이닝 시공 방법에 있어서, (a) 숏크리트 시공을 통해 굴착된 터널 내벽을 평탄화 하는 단계와; (b) 평탄화된 터널 내벽에 고정부재를 설치하는 단계와; (c) 고정부재가 설치된 터널 내벽에 배수용 드레인을 시공하는 단계와; (d) 배수용 드레인 설치면에 방수재를 시공하는 단계와; (e) 상기 고정부재에 상기 터널 내벽과 평행한 면을 형성하도록 격자형태로 섬유로드를 설치하는 단계; 그리고 (f) 상기 섬유로드가 배근된 내벽에 고강도 폴리머 몰탈을 시공하는 단계를 포함하여 수행된다. 이와 같은 본 발명에 의하면, 본 발명에서는 터널 라이닝을 시공함에 있어, 철근 강재를 부식 우려성이 없는 섬유로드로 대체하여 철근 부식으로 인한 내구성 저하를 방지하고, 상기 섬유로드에 폴리머 몰탈을 뿜질 시공에 의해 타설하여, 거푸집 없이 라이닝 공법을 수행하여 공정이 단순화되고 공기를 단축시켜 경제성을 확보할 수 있는 장점이 있다.
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