| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 21 | Tunnel excavator | JP6311495 | 1995-03-22 | JPH08260889A | 1996-10-08 | TERADA SHINICHI; MINAMI YOSHITO; YAMAZAKI TOSHIHIRO; NAKAMURA MASARU |
| PURPOSE: To stabilize replacement by installing a holding jack between a main frame bearing a pilot-pit excavating beam and a main gripper and bearing a gripper holder by the holding jack at the time of replace. CONSTITUTION: A main beam 4 excavating a pilot pit 2 is extended at the central section of a cutter head 7 for a tunnel excavator 1 excavating a large- diameter tunnel while the end section of the main beam 4 is fixed onto a main frame 5. The main frame 5 is connected to a main gripper 13 through a thrust jack 23 while a holding jack 24 is coupled. When excavation at a fixed distance is completed and the main gripper 13 is replaced, a main-gripper jack holder is supported by the holding jack 24 while a gripper jack is shrunk, and gripper shoes 17 are separated from a wall surface 3 and moved. The main frame 5 is fixed onto the wall surface 3 from a side support 10 at that time. Accordingly, replacement can be conducted stably. | ||||||
| 22 | Method for replacing bearing liquid by compressed air and liquid pressure shield for executing the method | JP5151295 | 1995-03-10 | JPH0842283A | 1996-02-13 | KAARUUHAINTSU MERUTSUAA; RORUFU HEERUSEN; DETOREFU KARUTOHOFU |
| PURPOSE: To improve safety against ejection of mud by forming a separation zone between the upper sectional zone and the lower sectional zone and filling a stable material in the upper zone and filling a bearing liquid after the lower bearing liquid has been replaced by compressed air. CONSTITUTION: A front face 2 of an excavating wall is drilled by advancing a rotary cutter 3. When the central part is choked up, the drilling is stopped by a liquid pressure shield having a central cutter 7. Thereafter, compressed air pressure is applied simultaneously to the bearing liquid to discharge the liquid from the upper sectional zone and draw out a bearing plate in the compressed air pressure, leakage from the gap between the front edge of the cutter arm 6 and the front part 2 of the excavating wall and leakage from side gap is cut off, and further, leakage from the rear edge of the cutter arm 6 to the wall 9 inundated with water is cut off. Then, after the front face 2 of the excavating wall is reinforced by concrete, the upper sectional zone is filled with artificial soil or the like. Subsequently, the bearing liquid in the lower sectional zone is discharged with compressed air pressure. In this way, the lower sectional zone is filled with a bearing liquid. | ||||||
| 23 | Tunnel boring machine | JP6311495 | 1995-03-22 | JP3483225B2 | 2004-01-06 | 勝 中村; 好人 南; 紳一 寺田; 敏弘 山崎; 雄二郎 渋川; 勉 溝端 |
| 24 | JPS4836001A - | JP8904472 | 1972-09-05 | JPS4836001A | 1973-05-28 | |
| 25 | TUNNELING APPARATUS | EP12793797 | 2012-05-31 | EP2715068A4 | 2015-12-02 | HARRISON STUART; SPOELSTRA EDWIN; MEYER NATHAN JAMES |
| A tunneling apparatus includes a drill head and a steering shell. The drill head includes a main body having a distal end and an oppositely disposed proximal end. The steering shell is disposed at the distal end of the drill head and is movable relative to the main body of the drill head. The drill head includes structure that assists in maintaining a precise line. | ||||||
| 26 | Method for drilling a tunnel | EP00203798.4 | 2000-11-01 | EP1098065A1 | 2001-05-09 | Ringers, Jan Antoon; Oudakker, Gerrit |
Method of making a tunnel tube with the aid of a tunnel drilling device, particularly for car or train traffic, with a diameter of preferably 3m to a minimum, particularly at least partly below the local ground water level in sandy soil or another relatively easy processable underground, such as clay, peat, gravel or mixtures of these soil types, by initially making one or more at least substantially parallel guide or pilot drillings which are subsequently followed by the tunnel drilling device. |
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| 27 | Verfahren zum Ersetzen von Stützflüssigkeit durch Druckluft und Hydroschild zur Durchführung des Verfahrens | EP95101389.5 | 1995-02-02 | EP0672820A1 | 1995-09-20 | Melzer, Karl-Heinz, Dipl.-Ing.; Heerssen, Rolf; Kalthoff, Detlef, Dipl.-Ing. |
Ein Hydroschild weist in einer Abbaukammer (8) ein Schneidrad (3) auf; die Abbaukammer (8) ist durch eine mit Abstand von der Ortsbrust (2) in einem Schildmantel (1) angeordnete Tauchwand (9) und eine Druckwand (10) gebildet. Zum Ersetzen der die Ortsbrust (2) stützenden Flüssigkeit durch Druckluft wird die Stützflüssigkeit zunächst in einem oberen Querschnittsbereich (15) bei gleichzeitigem Ersatz durch Druckluft abgelassen. Danach wird zwischen dem oberen und unteren Querschnittsbereich (15 bzw. 19) eine im wesentlichen horizontale dichte Abtrennung eingebracht, und zwar mit Stützblechen (17) und zugeordneten Dichtungsmitteln (16). Anschließend wird der oberhalb der Abtrennung liegende obere Querschnittsbereich (15) mit einem Festbestandteile enthaltenden Stützmaterial derart verfüllt, daß es die Stützfunktion übernehmen kann und ein Durchströmen oder Umströmen mit Luft ausgeschlossen wird. Anschließend wird die im unteren Querschnittsbereich befindliche Stützflüssigkeit durch Druckluft ersetzt. Nach dem Abschluß von Verrichtungen in dem mit Druckluft beaufschlagten Bereich werden die vorangegangenen Verfahrensschritte in umgekehrter Reihenfolge bis zur vollständigen Füllung der Abbaukammer mit Stützflüssigkeit vollzogen. |
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| 28 | OVERHEAD RAIL SYSTEM HAVING CHARIOTS MOVING LONGITUDINALLY ALONG THE RAIL SYSTEM | EP14797349 | 2014-04-04 | EP2996921A4 | 2017-03-01 | BEAUVAIS MARC R; COSSETTE JOANIC |
| The present disclosure relates to a mining site comprising an extraction shaft passing through an ore body. Also included in the mining site are a lower shaft intersecting a path of the extraction shaft, a starting station extending from the lower shaft and from a bottom of the path of the extraction shaft, an arrival station overhanging above a top of the extraction shaft, and a upper shaft extending from the arrival station. In a particular aspect, the extraction shaft can be dug at a shallow angle between 10 and 45 degrees from horizontal. A shallow angle mining method for constructing the mining site is also provided. The present disclosure additionally introduces a hydro-electric site having a penstock dug at a shallow angle, and a method of digging a penstock. | ||||||
| 29 | MINING SITE HAVING A SHALLOW ANGLE EXTRACTION SHAFT, SHALLOW ANGLE MINING METHOD AND METHOD FOR CONSTRUCTING A PENSTOCK | EP14797763.1 | 2014-04-04 | EP2997225A1 | 2016-03-23 | BEAUVAIS, Marc R. |
| The present disclosure relates to a mining site comprising an extraction shaft passing through an ore body. Also included in the mining site are a lower shaft intersecting a path of the extraction shaft, a starting station extending from the lower shaft and from a bottom of the path of the extraction shaft, an arrival station overhanging above a top of the extraction shaft, and a upper shaft extending from the arrival station. In a particular aspect, the extraction shaft can be dug at a shallow angle between 10 and 45 degrees from horizontal. A shallow angle mining method for constructing the mining site is also provided. The present disclosure additionally introduces a hydro-electric site having a penstock dug at a shallow angle, and a method of digging a penstock. | ||||||
| 30 | TUNNEL EXCAVATOR | EP96906913 | 1996-03-21 | EP0816633A4 | 2000-02-23 | TERADA SHINICHI; MINAMI YOSHIHITO; YAMAZAKI TOSHIHIRO; NAKAMURA MASARU |
| A tunnel excavator which, in order to carryout a stable gripper replacement during the excavation of an inclined shaft tunnel by minimizing the load imparted to a gripper jack of a main gripper, is provided with a main beam extending along a tunnel wall, a nose gripper and a main gripper provided on front and rear portions respectively of the main beam and supporting the main beam with respect to a wall of a reaming shaft, a main frame which is supported on the main beam so that the main frame can be slid longitudinally, and which has a cutter head supported on a front portion thereof, a hold gripper (roof support, side support and vertical support) supporting the main frame with respect to the wall of the reaming shaft, a thrust jack connecting the main frame and a gripper shoe of the main gripper together, and a holding jack connecting the main frame and a carrier together. | ||||||
| 31 | TUNNEL EXCAVATOR | EP96906913.7 | 1996-03-21 | EP0816633A1 | 1998-01-07 | TERADA, Shinichi; MINAMI, Yoshihito; YAMAZAKI, Toshihiro; NAKAMURA, Masaru |
A tunnel excavator which, in order to carryout a stable gripper replacement during the excavation of an inclined shaft tunnel by minimizing the load imparted to a gripper jack of a main gripper, is provided with a main beam extending along a tunnel wall, a nose gripper and a main gripper provided on front and rear portions respectively of the main beam and supporting the main beam with respect to a wall of a reaming shaft, a main frame which is supported on the main beam so that the main frame can be slid longitudinally, and which has a cutter head supported on a front portion thereof, a hold gripper (roof support, side support and vertical support) supporting the main frame with respect to the wall of the reaming shaft, a thrust jack connecting the main frame and a gripper shoe of the main gripper together, and a holding jack connecting the main frame and a carrier together. |
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| 32 | TUNNELING APPARATUS | EP12793797.7 | 2012-05-31 | EP2715068B1 | 2018-12-05 | HARRISON, Stuart; SPOELSTRA, Edwin; MEYER, Nathan, James |
| A tunneling apparatus includes a drill head and a steering shell. The drill head includes a main body having a distal end and an oppositely disposed proximal end. The steering shell is disposed at the distal end of the drill head and is movable relative to the main body of the drill head. The drill head includes structure that assists in maintaining a precise line. | ||||||
| 33 | MINING SITE HAVING A SHALLOW ANGLE EXTRACTION SHAFT, SHALLOW ANGLE MINING METHOD AND METHOD FOR CONSTRUCTING A PENSTOCK | EP14797763.1 | 2014-04-04 | EP2997225B1 | 2018-02-28 | BEAUVAIS, Marc R. |
| The present disclosure relates to a mining site comprising an extraction shaft passing through an ore body. Also included in the mining site are a lower shaft intersecting a path of the extraction shaft, a starting station extending from the lower shaft and from a bottom of the path of the extraction shaft, an arrival station overhanging above a top of the extraction shaft, and a upper shaft extending from the arrival station. In a particular aspect, the extraction shaft can be dug at a shallow angle between 10 and 45 degrees from horizontal. A shallow angle mining method for constructing the mining site is also provided. The present disclosure additionally introduces a hydro-electric site having a penstock dug at a shallow angle, and a method of digging a penstock. | ||||||
| 34 | MINING SITE HAVING A SHALLOW ANGLE EXTRACTION SHAFT, SHALLOW ANGLE MINING METHOD AND METHOD FOR CONSTRUCTING A PENSTOCK | EP14797763 | 2014-04-04 | EP2997225A4 | 2017-02-08 | BEAUVAIS MARC R |
| The present disclosure relates to a mining site comprising an extraction shaft passing through an ore body. Also included in the mining site are a lower shaft intersecting a path of the extraction shaft, a starting station extending from the lower shaft and from a bottom of the path of the extraction shaft, an arrival station overhanging above a top of the extraction shaft, and a upper shaft extending from the arrival station. In a particular aspect, the extraction shaft can be dug at a shallow angle between 10 and 45 degrees from horizontal. A shallow angle mining method for constructing the mining site is also provided. The present disclosure additionally introduces a hydro-electric site having a penstock dug at a shallow angle, and a method of digging a penstock. | ||||||
| 35 | OVERHEAD RAIL SYSTEM HAVING CHARIOTS MOVING LONGITUDINALLY ALONG THE RAIL SYSTEM | EP14797349.9 | 2014-04-04 | EP2996921A1 | 2016-03-23 | BEAUVAIS, Marc R.; COSSETTE, Joanic |
| The present disclosure relates to a mining site comprising an extraction shaft passing through an ore body. Also included in the mining site are a lower shaft intersecting a path of the extraction shaft, a starting station extending from the lower shaft and from a bottom of the path of the extraction shaft, an arrival station overhanging above a top of the extraction shaft, and a upper shaft extending from the arrival station. In a particular aspect, the extraction shaft can be dug at a shallow angle between 10 and 45 degrees from horizontal. A shallow angle mining method for constructing the mining site is also provided. The present disclosure additionally introduces a hydro-electric site having a penstock dug at a shallow angle, and a method of digging a penstock. | ||||||
| 36 | TUNNELING APPARATUS | EP12793797.7 | 2012-05-31 | EP2715068A2 | 2014-04-09 | HARRISON, Stuart; SPOELSTRA, Edwin; MEYER, Nathan, James |
| A tunneling apparatus includes a drill head and a steering shell. The drill head includes a main body having a distal end and an oppositely disposed proximal end. The steering shell is disposed at the distal end of the drill head and is moveable relative to the main body of the drill head. The drill head includes structure that assists in maintaining a precise line even in soft drilling conditions. | ||||||
| 37 | Verfahren zum Ersetzen von Stützflüssigkeit durch Druckluft und Hydroschild zur Durchführung des Verfahrens | EP95101389.5 | 1995-02-02 | EP0672820B1 | 1998-10-28 | Melzer, Karl-Heinz, Dipl.-Ing.; Heerssen, Rolf; Kalthoff, Detlef, Dipl.-Ing. |
| 38 | 강관구조체의 곡선 추진 시공 방법 | KR1020170134512 | 2017-10-17 | KR101865858B1 | 2018-06-08 | 윤인병 |
| 본발명은최선단의선도관과선도관후단에연속적으로결합되는후속관들로구성되는강관구조체를지중에곡선압입하기위한것으로, 선도관전단의지반저항에의해선도관이자연스럽게회전하도록함으로써강관구조체의곡선추진이용이한강관구조체의곡선추진시공방법에대한것이다. 본발명은 (a) 후속관중 선도관과직접결합되는제1후속관이상기선도관과양측이길이신장이가능한한 쌍의선행추진장치로각각연결되도록강관구조체를준비하는단계; (b) 상기강관구조체의후단을가압하여상기선도관과제1후속관이지중에압입되도록추진하는단계; (c) 상기한 쌍의선행추진장치를동일한길이로신장하여선도관을제1후속관으로부터일정거리이격되도록전진시키는단계; (d) 상기선행추진장치중 강관구조체의추진방향측 선행추진장치인일측선행추진장치의신장을해제하는단계; (e) 추진기지에구비된추진장비로상기강관구조체의후단을다시가압하여타측선행추진장치측은선도관과제1후속관의이격거리가유지되고, 일측선행추진장치측은전방토사의저항력에의해선도관과제1후속관이밀착되도록함으로써선도관을추진방향으로회전시키는단계; 및 (f) 강관구조체가추진될곡선진로에따라상기 (c) 단계내지 (e) 단계를반복하여강관구조체를추진시키는단계; 를포함하여구성되는것을특징으로한다. | ||||||
| 39 | 절벽 암석부의 친환경 관광도로의 시공방법 | KR1020090034570 | 2009-04-21 | KR1020100115920A | 2010-10-29 | 김정근; 김성진 |
| PURPOSE: A construction method for an environmental friendly sightseeing road of a cliff rock is provided to enable a user to look at an excellent natural environment, and reduce construction costs without the destruction of environment. CONSTITUTION: A construction method for an environmental friendly sightseeing road of a cliff rock comprises following steps. A crack diffusion barrier through-hole is drilled in cliff rock area. The expansion hole is drilled at the central part of removal stones. An expander is inserted into the expansion hole and generates cracks in the removal rocks. The removal stone with cracks is drilled to form a cut portion. An inner wall is decorated with a finishing material(50). | ||||||
| 40 | 굴착기용 선단조정장치 | KR2020030008760 | 2003-03-24 | KR200318666Y1 | 2003-07-02 | 김용욱 |
| 본 고안은 굴착기용 선단조정장치에 관한 것으로, 특히, 중공된 다각형의 외경을 가지며 전단의 양측면에 소정각도의 테이퍼부가 형성된 후단부와; 상기 후단부의 테이퍼부에 회동가능하게 결합되며 후단부와 대응되도록 중공된 다각형의 외경을 갖는 선단부와; 상기 후단부에 선단부를 결합시키기 위한 선단부의 결합수단과; 상기 후단부에 결합된 선단부를 회동시키기 위한 선단부의 회동수단을 포함한다. 따라서, 철도, 도로, 유수(流水)의 하부로 매설되는 관로의 설치 시, 다각형의 관로설치 시에도 선단의 상하회동조정에 의해 호형으로 강관을 압입할 수 있음은 물론 다각형의 관로를 매설하고자 할 경우 개토작업을 수행하지 않고도 다각형의 관로를 손쉽게 압입할 수 있으며, 장애물 출현 시에는 장애물의 상부나 하부로 방향을 전향하여 관로를 개설할 수 있도록 하는 굴착기용 선단조정장치를 제공한다. | ||||||
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