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

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序号	专利名	申请号	申请日	公开（公告）号	公开（公告）日	发明人
181	JPS5716239B2 -	JP10977677	1977-09-12	JPS5716239B2	1982-04-03

182	JPS56501373A -	JP50253680	1980-09-24	JPS56501373A	1981-09-24

183	Mining excavator	JP14193779	1979-10-31	JPS5575094A	1980-06-06	FURIIDORITSUHI BUIRUHERUMU PAU; ROORANDO PAURAATO

184	Tonneru yokokooyobi kodoo kutsushinsurutameno kutsushinsochi	JP9478975	1975-08-05	JPS5139930A	1976-04-03	HERUBERUTO HAARERU; KONRAATO KUNEEZERU; HANSU GYUNTERU FUOORERUTO

185	JPS50103126A -	JP879875	1975-01-22	JPS50103126A	1975-08-14

186	JPS5096248U -	JP597174	1974-01-07	JPS5096248U	1975-08-12

187	JPS4897332A -	JP7518372	1972-07-28	JPS4897332A	1973-12-12

188	PROCEDURE FOR THE CONSTRUCTION OF CROSS PASSAGES IN DOUBLE PIPE TUNNELS	PCT/IB2014066897	2014-12-15	WO2015087311A3	2015-11-26	CUCINO PAOLO
Procedure for the construction of underground transport infrastructures, comprising 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).
189	TUNNELLING OR EXTRACTION MACHINE	PCT/AT2013000011	2013-01-24	WO2013110104A2	2013-08-01	WELS FRANZ; PIRKER BERND
In a tunnelling or extraction machine comprising cutting tools (4) which are movable over the heading face and are arranged on a boom (2), and a platform (10) which is movable in the longitudinal direction of the machine and carries roof support devices, the roof support devices comprise a support manipulator (13) or a supporting device (40) and an anchor-boring and anchor-setting device (14), wherein the anchor-boring and anchor-setting device (14) is fastened to the movable platform (10) in a pivotable manner between a parked position and an operating position and the support manipulator (13) or the supporting device (40) has a telescopic arm (16) which is fastened to the movable platform (10) in a vertically pivotable manner, wherein the support manipulator (13) or the supporting device (40) and the anchor-boring and anchor-setting device (14) are fastened to the movable platform (10) at a predefined, fixed distance apart from one another and are displaceable together with the movable platform (10) between a retracted position and a forwardly displaced position.
190	Drilling and Bursting Heading Machine	US15741192	2016-08-11	US20180195388A1	2018-07-12	Songyong Liu; Zhencai Zhu; Changlong Du; Hongxiang Jiang; Wei Li; Gang Shen; Yuxing Peng; Hongsheng Li
A drilling and bursting heading machine, comprising a drilling and bursting device (1), an angle control device, a forward-backward telescopic device and a cantilever type heading machine (2), wherein the drilling and bursting device (1) is mounted on a forward-backward moving component of the forward-backward telescopic device by means of the angle control device, and the forward-backward telescopic device is mounted on the cantilever type heading machine (2); the drilling and bursting device (1) comprises a fixing support (1-20), as well as a rock drill component and a bursting component fixedly mounted on the fixing support (1-20) respectively; the angle control device comprises a mounting base (1-15), an auxiliary rotary hydraulic motor (1-14), an adjustment hydraulic cylinder (1-13) and a main rotary hydraulic motor (1-12); and when the forward-backward moving component of the forward-backward telescopic device completely extends out, the distance from a front end of the drilling and bursting device (1) to a working plane is shorter than the distance from a front end of a cutting head of the cantilever type heading machine (2) to the working plane. The drilling and bursting heading machine has a compact structure and is able to implement quick drilling and bursting on a hard rock stratum having a rock hardness f greater than 10 without increasing the energy consumption, so that the heading efficiency is improved and potential safety risks are reduced.
191	Surrounding rock pretreatment method for TBM passing through round tunnel section with high rock-burst risk	US15632291	2017-06-23	US09995139B2	2018-06-12	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.
192	Tunnel boring machine	US15560269	2016-01-20	US09957796B2	2018-05-01	Toshiyuki Okada
The tunnel boring machine includes a data processing unit configured to obtain error data (Er) based on a current measurement value (Vp) of the strain sensor obtained at a current angle (θ) of the cutter head and a past corresponding measurement value (Vo) obtained at a corresponding angle corresponding to the current angle, to correct the current measurement data using the error data.
193	CUTTER HOLDER FOR A TUNNEL BORING MACHINE AND AN ASSOCIATED CUTTING SET	US15033857	2014-11-04	US20160273358A1	2016-09-22	Philippe LIOTARD; Patrice ROBERT
The invention relates to a cutter holder (1) for a tunnel boring machine, comprising: a housing (2) comprising two cavities (26) formed in opposite walls (20), and two clamping sets (3), configured to be removably mounted on either side of the roller cutter (10) in the housing (2), and each comprising: a base plate (32), and a centre wedge (34), movably mounted on the base plate (32), two side wedges (36), hinged between the base plate (32) and the centre wedge (34) between a retracted position and a clamping position, wherein the side wedges (36) transversely swing and enter into the cavity (26) facing the housing (2).
194	Method for preventing shield casing jamming due to too large frictional resistance in earth pressure balance shield machine	US14123063	2011-06-09	US09016983B2	2015-04-28	Jianbin Li; Shunhui Tan; Yulian He
A method for preventing shield jamming by excessive frictional resistance in earth pressure balance shield which involves real-time monitoring of earth pressure signal for earth pressure on the shield body through sensors on the shield machine. Combined with the known parameters, resistance in the shield machine is calculated. The friction F1 between the shield body and the stratum is calculated by CPU module in PLC according to the earth pressure signals on a real-time basis. Then the friction F1 is determined whether it is less than or equal to the difference between the quotient of dividing total propulsion force Ft by correction coefficient Kxz and total resistance of F2, F3, F4 and F5; if so, it is under normal propulsion; if not, the warning device alarms.
195	Method for introducing a vertical shaft and shaft driving machine	US13918309	2013-06-14	US08757731B2	2014-06-24	Werner Burger
The invention relates to a method for introducing a vertical shaft underground and to a shaft driving machine set up particularly for performing the method, wherein a cutting wheel is rotated solely about a horizontal axis until a penetration trough having a predetermined penetration depth is formed, and the cutting wheel is then also rotated about a central vertical axis until a shaft foot is dug out to the penetration depth. A relatively high sinking rate is thereby achieved for the shaft.
196	METHOD FOR INTRODUCING A VERTICAL SHAFT AND SHAFT DRIVING MACHINE	US13918309	2013-06-14	US20130277117A1	2013-10-24	Werner Burger
The invention relates to a method for introducing a vertical shaft underground and to a shaft driving machine set up particularly for performing the method, wherein a cutting wheel is rotated solely about a horizontal axis until a penetration trough having a predetermined penetration depth is formed, and the cutting wheel is then also rotated about a central vertical axis until a shaft foot is dug out to the penetration depth. A relatively high sinking rate is thereby achieved for the shaft.
197	Method for introducing a vertical shaft and shaft driving machine	US13054863	2008-07-31	US08534765B2	2013-09-17	Werner Burger
The invention relates to a method for introducing a vertical shaft underground and to a shaft driving machine set up particularly for performing the method, wherein a cutting wheel is rotated solely about a horizontal axis until a penetration trough having a predetermined penetration depth is formed, and the cutting wheel is then also rotated about a central vertical axis until a shaft foot is dug out to the penetration depth. A relatively high sinking rate is thereby achieved for the shaft.
198	GROUND-WORKING MACHINE	US12527275	2008-01-03	US20100083543A1	2010-04-08	Herbert Staubli
The invention relates to a ground-working machine (11) equipped with a drive and with advancement members (21). Its advancement members (21) serve inter alia to carry a supporting structure (23) set apart from the positioning plane of the machine, on which supporting structure (23) there is arranged, in the region of a central axis (Z), a kirving tool (25) with at least one transverse kirving roller (13) for working a substrate on which the ground-working machine is standing. The kirving roller (13) is rotatable about its roller axis (V). The roller axis (V) is pivotable about a steering axis (W), which steering axis (W) is arranged in the direction of the central axis (Z) set apart from the advancement members (21).
199	Multi-purpose anchor bolt assembly	US09741913	2000-12-22	US06457909B1	2002-10-01	Shulin Xu; Ashraf Mahtab
A multi-purpose anchor bolt, which performs two principle functions: (1) it acts as an active reinforcement for the ground when it is installed and tensioned, and (2) it is used to excavate and advance the face in steps. The invention also includes the method of the multi-purpose anchor bolt's use. This invention is a hybrid of traditional and mechanized excavation techniques.
200	Tunnel excavator	US913525	1997-09-19	US5931601A	1999-08-03	Shinichi Terada; Yoshihito Minami; Toshihiro Yamazaki; Masaru Nakamura
A tunneling machine intended to stably carry out gripper replacement by restricting the load imposed on gripper jacks for the main gripper as much as possible during excavation of an inclined shaft. Such a tunneling machine comprises (1) a main beam that extends along a tunnel wall, (2) a nose gripper disposed in front of the main beam for gripping the main beam against the wall of a pilot shaft and a main gripper disposed behind the main beam for gripping the main beam against the wall of a reamed shaft, (3) a main frame supported by the main beam so as to be slidable back and forth and supporting a cutter head at the front portion thereof, (4) a holding gripper (composed of a roof support, side support, vertical support) for gripping the main frame against the wall of the reamed shaft, (5) thrust jacks coupling the main frame to gripper shoes for the main gripper, and (6) retaining jacks coupling the main frame to a carrier.

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