专利检索_ .用钻机或截割机专利检索_ .用钻机或截割机专利检索查询

子分类：

序号	专利名	申请号	申请日	公开（公告）号	公开（公告）日	发明人
121	Enlargement shield drilling method	JP21532282	1982-12-08	JPS59106695A	1984-06-20	FURUTA TOSHIO; KAWAMOTO NOBUHIKO; HONMA AKIRA

122	JPS5412001Y2 -	JP579174	1974-01-07	JPS5412001Y2	1979-05-29

123	Method of underground cavity excavation construction by stress control that use advance slot excavation	JP10977677	1977-09-12	JPS53102202A	1978-09-06	SHIYOUSEI SERATA

124	Tonneru yokokotonoyonachikakodootokunikanoshinkohonyorikutsushinsurutamenohoho oyobi sochi	JP10569475	1975-09-02	JPS5178517A	1976-07-08	HANSU GEE FUOORERUTO; HANSU YUTSUTE; KURAUSU RINDE

125	BARRIER FORMING APPARATUS	EP14842227.2	2014-09-04	EP3042038B1	2018-07-25	Maynard, Glen Roy
A barrier forming apparatus for forming a barrier between an exposed tunnel face (107) and a tunnel boring machine (100), the barrier being formed by the application to the tunnel face of a barrier mixture comprising two highly reactive first and second components. The barrier forming apparatus (10) includes a first reservoir (11) for storing the first component, a second reservoir (12) for storing the second component, and a plurality of applicators (13, 14 and 15). The barrier forming apparatus (10) also includes a third reservoir (56) that is used to store a clearing fluid and a piston flow divider (58) having an inlet (59) and three chambers having respective outlets, (61, 62 and 63) that are in fluid communication with a respective applicator (13, 14 and 15). The applicators are maintained in a state of readiness by a regular supply of clearing fluid passing there through.
126	BARRIER FORMING APPARATUS	EP14842227	2014-09-04	EP3042038A4	2017-05-10	MAYNARD GLEN ROY
A barrier forming apparatus for forming a barrier between an exposed tunnel face (107) and a tunnel boring machine (100), the barrier being formed by the application to the tunnel face of a barrier mixture comprising two highly reactive first and second components. The barrier forming apparatus (10) includes a first reservoir (11) for storing the first component, a second reservoir (12) for storing the second component, and a plurality of applicators (13, 14 and 15). The barrier forming apparatus (10) also includes a third reservoir (56) that is used to store a clearing fluid and a piston flow divider (58) having an inlet (59) and three chambers having respective outlets, (61, 62 and 63) that are in fluid communication with a respective applicator (13, 14 and 15). The applicators are maintained in a state of readiness by a regular supply of clearing fluid passing there through.
127	PROCEDURE FOR THE CONSTRUCTION OF CROSS PASSAGES IN DOUBLE PIPE TUNNELS	EP14830649.1	2014-12-15	EP3080395A2	2016-10-19	CUCINO, Paolo
The procedure for the construction of underground transport infrastructures, comprises the steps of: excavating an underground transport tunnel (1, 2) comprising a first pipe (1) and a second pipe (2) substantially parallel to one another; making a bypass tunnel (4) connecting the first pipe (1) and the second pipe (2) which comprises the sub-steps of: - introducing a launching chamber (5) along the first pipe (1) up to a first predefined position (PI) chosen along the longitudinal direction (Dl) of the first pipe (1), the launching chamber (5) being able to launch a tunnel boring machine (6); introducing an arrival chamber (7) along the second pipe (2) up to a second predefined position chosen along the longitudinal direction (D2) of the second pipe (2), the arrival chamber (7) being able to receive the tunnel boring machine (6); excavating the bypass tunnel (4) making the tunnel boring machine (6) move forward from the launching chamber (5) to the arrival chamber (7) along a direction transversal (T) to the first pipe (1) and to the second pipe (2).
128	PROCEDE DE REMPLACEMENT D'UNE MOLETTE DE TUNNELIER, DISPOSITIF DE MANIPULATION ET MOLETTE ADAPTES A UN TEL PROCEDE	EP10796346.4	2010-12-14	EP2516791B1	2014-05-14	DERYCKE, Jean-Noël; RUBRECHT, Sébastien

129	VERFAHREN ZUM EINBRINGEN EINES VERTIKALEN SCHACHTES UND SCHACHTVORTRIEBSMASCHINE	EP08785260.4	2008-07-31	EP2318658A1	2011-05-11	BURGER, Werner
The invention relates to a method for introducing a vertical shaft (4) underground (2) and to a shaft driving machine (1) set up particularly for performing the method, wherein a cutting wheel (17) is rotated solely about a horizontal axis until a penetration trough (43) having a predetermined penetration depth is formed, and the cutting wheel is then also rotated about a central vertical axis until a shaft foot (3) is dug out to the penetration depth. A relatively high sinking rate is thereby achieved for the shaft (4).
130	TERRAIN-BEARBEITUNGSMASCHINE	EP08700013.9	2008-01-03	EP2122069A1	2009-11-25	Staubli, Herbert
The invention relates to a ground-working machine (11) equipped with a drive and with transporting means (21). Its transporting means (21) serve inter alia to carry a supporting structure (23) at a distance from the positioning plane of the machine, on which supporting structure (23) is arranged, in the region of a central axis (Z), a cutting tool (25) with at least one transverse cutting roller (13) for working the ground on which the ground-working machine is standing. The cutting roller (13) can be rotated about its roller axis (V). This roller axis (V) can be pivoted about a steering axis (W), which steering axis (W) is arranged in the direction of the central axis (Z) at a distance from the transporting means (21).
131	UNDERGROUND AUGERING MACHINE BY ELECTRICAL CRUSHING, EXCAVATOR, AND ITS EXCAVATING METHOD	EP97936846	1997-08-20	EP0921270A4	2000-11-08	INO TAKAO; HANAMOTO TADAYUKI; TAKAHASHI NORIO; KATO YUTAKA
An underground augering machine by electrical crushing provided with a mechanism which can surely hold a solution around electrodes for electrical crushing, an excavator, and its control method. The underground augering machine is provided with at least one pair of electrodes (1) for electrical crushing provided on the front face of the underground augering machine, a pulse generator (10) which applies a high-voltage pulse between the electrodes (1), a solution (9) filling up the spaces around the electrodes (1), a solution retaining cover (14) which retains the solution around the electrodes (1) between the front face of the machine and the ground and is provided on the outer peripheral surface of the machine, a solution feeding pipe (7) for feeding the solution to the peripheries of the electrodes (1), a pump (6) which supplies the solution to the front face of the machine through the pipe (7), and a storage tank (5) for storing the solution. Cases (19) may be provided around the electrodes (1) for retaining the solution around the electrodes between the front face of the excavator and the ground.
132	Verfahren zum Vortrieb eines Tunnels und für die Durchführung des Verfahrens eingerichtete Tunnelvortriebsmaschinen	EP93115406.6	1993-09-24	EP0590527A1	1994-04-06	Paurat, Friedrich Wilhelm; Paurat, Roland, Dipl.-Ing.; Lill, Ernst, Dr.
Bei einem Verfahren zum Vortrieb eines Tunnels in geologischen Formationen eines Gesteins mit Hartgesteinshindernissen wird die Ortsbrust richtungsgebend durch spanendes Abtragen des Gesteins mit Hilfe einer selbstfahrenden Tunnelvortriebsmaschine, die eine Gesteinsabfördereinrichtung (4) aufweist, vorgetrieben. Die Tunnelvortriebsmaschine trägt zumindest eine Hohlladungslafette (7), die mit Hohlladungen beschickt wird. Bei Auftauchen eines Hartgesteinshindernisses in der Ortsbrust wird die Hohlladungslafette (7) auf das Hartgesteinshindernis gerichtet, das durch Hohlladungsbeschuß zertrümmert wird. Die Hohlladungen, der Abstand der Hohlladung von dem Hartgesteinshindernis bei der Detonation der Hohlladung (Sprengung) und die Hohlladungsdetonation werden so eingerichtet, daß das zertrümmerte Hartgestein mit Hilfe der Gesteinsabfördereinrichtung (4) der Tunnelvortriebsmaschine abförderbar ist. Für das Verfahren eingerichtete Tunnelvortriebsmaschinen werden ebenfalls beschrieben.
133	MOBILE MINING MACHINE AND METHOD	EP84904311.0	1984-11-15	EP0164371A1	1985-12-18	SUGDEN, David, B.; WADDELL, Bruce, A.; KINDSVATER, James, P.; MOFFAT, Robert, B.
Une première houilleuse mobile (10) pour forer des tunnels de mine dans une roche dure comporte un montage de fraise de carottage (12) similaire à une roue, oscillant horizontalement, fixé sur un montage de châssis de base et de racleur à chenille (14). Le montage de fraise de carottage (12) se compose d'un tambour (16) similaire à une roue à axe horizontal transversal, sur lequel sont montées périphériquement de multiples unités de molettes (18). Une seconde houilleuse mobile (500) pour forer des tunnels de mine dans une roche dure comporte un montage de fraise de carottage (502) similaire à une roue, oscillant horizontalement et se disposant verticalement, fixé sur un montage de châssis de base et de racleur à chenille (504). Le montage de fraise de carottage (502) se compose d'un tambour (506) similaire à une roue à axe horizontal transversal, sur lequel sont montées périphériquement de multiples unités de molettes (508). Un procédé de forage de tunnels de mine dans une roche dure comporte les étapes suivantes: obtenir un montage de fraise de carottage similaire à une roue (12) pour forer les roches dures, faire tourner le montage de fraise de carottage (12) autour de son axe horizontal (AR), plonger la fraise de carottage pivotante (12) vers l'avant dans la roche dure, provoquer une oscillation latérale du montage de fraise de carottage pivotante (12) dans une première direction horizontale à travers la roche dure, plonger la fraise de carottage pivotante (12) vers l'avant dans la roche dure, puis provoquer une oscillation latérale de la fraise de carottage pivotante (12) dans l'autre direction horizontale, et enfin répéter les quatre dernières étapes.
134	Equipment for stone extraction, e.g. marble or granite, especially from quarries and for roughing and squaring it	EP83401345	1983-06-29	EP0099791A3	1985-12-04	Marechal, Roger

135	Machine pour l'extraction, l'ébauchage et l'équarrissage de blocs de pierres, marbres et granits, notamment en carrières	EP83401345.0	1983-06-29	EP0099791A2	1984-02-01	Marechal, Roger
Machine pour l'extraction, l'ébauchage et l'équarrissage de pierres, marbres, granits et autres, notamment en carrières comportant un véhicule automobile (1,5) muni d'une flèche pivotante (7) à laquelle est articulé un balancier (10) supportant lui-méme un palonnier articulé (13) auquel est attelé un plateau tournant pour le support d'un cadre (20) muni de montants de guidage (24) d'un ensemble de sciage (29), des vérins et moteurs hydrauliques réglant la position respective de la flèche, du balancier, du palonnier, du plateau tournant et de l'ensemble moteur du bloc de sciage.
136	CONVEYOR MOUNTED EXCAVATOR	EP80902148.0	1980-09-24	EP0038349A1	1981-10-28	FIKSE, Tyman H.
La partie extreme frontale d'une transporteuse (22) est reliee de maniere detachable au plancher d'un bouclier a auto-propulsion (20), par un assemblage allonge (38) pour remorquer la transporteuse (22) avec le bouclier (20). Des socles (100) sont attaches de maniere fixe au bouclier (20) et s'engagent dans la partie avant extreme de la transporteuse (22) pour supporter verticalement et retenir lateralement la transporteuse (22) tout en lui permettant de coulisser longitudinalement, basculer autour d'un axe horizontal et pivoter sur une etendue limitee autour d'un axe vertical par rapport au bouclier (20). L'extremite arriere de la transporteuse (22) est supportee, inclinee vers le haut par une unite motrice mobile arriere (24). Un chariot (28), roulant sur des rails de support (26) montes suivant la longueur de la transporteuse (22), supporte une fleche allongee d'excavation (30) en mouvement avec le chariot (28) vers et en retrait de la face du tunnel.
137	Procedure for the construction of cross passages in double pipe tunnels	US15104226	2014-12-15	US09890637B2	2018-02-13	Paolo Cucino
The procedure for the construction of underground transport infrastructures, comprises the steps of: excavating an underground transport tunnel comprising a first pipe and a second pipe substantially parallel to one another; making a bypass tunnel connecting the first pipe and the second pipe which comprises the sub-steps of: introducing a launching chamber along the first pipe up to a first predefined position chosen along the longitudinal direction of the first pipe, the launching chamber being able to launch a tunnel boring machine; introducing an arrival chamber along the second pipe up to a second predefined position chosen along the longitudinal direction of the second pipe, the arrival chamber being able to receive the tunnel boring machine; excavating the bypass tunnel making the tunnel boring machine move forward from the launching chamber to the arrival chamber along a direction transversal to the first pipe and to the second pipe.
138	SURROUNDING ROCK PRETREATMENT METHOD FOR TBM PASSING THROUGH ROUND TUNNEL SECTION WITH HIGH ROCK-BURST RISK	US15632291	2017-06-23	US20180010452A1	2018-01-11	Weijiang CHU; Chunsheng ZHANG; Jing HOU; Yong ZHOU; Pingzhi CHEN
The present invention relates to a surrounding rock pretreatment method for a TBM (tunnel boring machine) passing through a round tunnel section with high rock-burst risk. A technical solution of the present invention is as follows: the surrounding rock pretreatment method includes the following steps: 1. determining a pretreatment area, wherein an area in which a clear spacing between a to-be-constructed tunnel and an adjacent existing tunnel in a TBM tunneling direction is less than 2 times that of a tunnel diameter of the TBM to-be-constructed tunnel is the pretreatment area: 2. performing controlled blasting; 3. injecting high pressure water, and selecting part of blast holes I to perform cyclic water injection pressurizing; and 4, performing normal tunneling by the TBM.
139	Barrier forming apparatus	US14915691	2014-09-04	US09732612B2	2017-08-15	Glen Roy Maynard
A barrier forming apparatus for forming a barrier between an exposed tunnel face (107) and a tunnel boring machine (100), the barrier being formed by the application to the tunnel face of a barrier mixture comprising two highly reactive first and second components. The barrier forming apparatus (10) includes a first reservoir (11) for storing the first component, a second reservoir (12) for storing the second component, and a plurality of applicators (13, 14 and 15). The barrier forming apparatus (10) also includes a third reservoir (56) that is used to store a clearing fluid and a piston flow divider (58) having an inlet (59) and three chambers having respective outlets, (61, 62 and 63) that are in fluid communication with a respective applicator (13, 14 and 15). The applicators are maintained in a state of readiness by a regular supply of clearing fluid passing there through.
140	Method for replacing a tunnel boring machine roller cutter, handling device and roller cutter suited to such a method	US13517968	2010-12-14	US09429016B2	2016-08-30	Jean-Noël Derycke; Sébastien Rubrecht
The invention relates to a method for replacing a disk cutter (1) mounted with preload in a casing (2) attached to the cutting head of a tunnel boring machine, operated using a disk cutter (1) bearing, firmly attached thereto, an element (4) for locking into the housing (2) and preloading means (5), the method involving the steps of: a) removing a worn disk cutter (1) from said housing (2): • clamping a disk cutter (1) handling device (3) onto the housing (2); • taking hold of the disk cutter, • releasing the preload, • unlocking, • extracting the disk cutter (1), • unclamping the device (3), b) fitting a replacement disk cutter (1) in reverse order.

2 3 4 5 6 7 8 9 10 11

该功能需要专业版企业版VIP权限，您可以：