-
公开(公告)号：US20160122160A1
公开(公告)日：2016-05-05
申请号：US14895754
申请日：2014-06-06
摘要： A hoist system for hoisting a conveyance from a mineshaft, comprising: a head frame mounted over the mineshaft; a hoist connected to the conveyance by an elongate flexible hoisting element so as to be operable to hoist the conveyance from the mineshaft by winding the hoisting element; an upper crash barrier located on the head frame so as to be engageable by the conveyance to prevent upward movement of the conveyance beyond the crash barrier in an overwind condition; and an upper conveyance retarder to retard upward movement of the conveyance as it approaches the crash barrier.
摘要翻译： 一种用于从矿井提升输送的提升系统，包括：安装在所述矿井上的头架; 提升机，其通过细长的柔性起重元件连接到所述输送机，以便通过卷绕所述提升元件来操作以提升从所述矿井轴的输送; 位于头架上的上部碰撞障碍物，以便能够通过传送装置接合，以防止输送件在过风条件下超过碰撞障碍物的向上运动; 以及上部传送延迟器，用于在传送装置接近碰撞屏障时阻止传送装置向上运动。
-
2.发明申请ADVANCED DETECTOR SYSTEM AND METHOD USING FORWARD THREE-DIMENSIONAL INDUCED POLARIZATION METHOD FOR TBM CONSTRUCTION TUNNEL 有权先进的探测器系统和采用前向三维诱导的TBM施工隧道极化方法的方法公开(公告)号：US20140333308A1
公开(公告)日：2014-11-13
申请号：US14235307
申请日：2013-01-17
申请人： SHANDONG UNIVERSITY
发明人： Shucai Li , Bin Liu , Zhengyu Liu , Lichao Nie , Chao Song , Huaifeng Sun , Chunjin Lin , Chuanwu Wang , Xinji Xu , Lei Xu , Tingyu Hao , Hao Zhou
CPC分类号： G01V3/18 , E21B47/01 , E21D1/00 , E21D9/003 , E21D9/1093
摘要： Disclosed is an advanced detector system and method using a forward three-dimensional induced polarization method for a TBM (Tunnel Boring Machine) construction tunnel. A narrow detection space of a full-face excavated tunnel is fully used, a controller controls doors of a source and measuring electrode compartment and a shielding electrode compartment to open and controls a corresponding hydraulic delivery device to automatically and quickly arrange a source electrode system, a measuring electrode system and a shielding electrode system. Under the action of a shielding current system, tomography detection supply current is directed ahead of the working face. Three-dimensional geologic information can be obtained, and the relationship between an induced polarization half-decay time difference and a water quantity can be used to quantitatively forecast the water quantity of a water-bearing body, and meanwhile, the half-decay time difference parameter has a high capacity of distinguishing free water from bound water.
摘要翻译： 公开了一种使用TBM（隧道镗孔机）施工隧道的前向三维诱导极化方法的先进的检测器系统和方法。 充分利用全面挖掘隧道的狭窄检测空间，控制器控制源和测量电极室的门和屏蔽电极室，以打开和控制相应的液压输送装置，以自动且快速地布置源电极系统， 测量电极系统和屏蔽电极系统。 在屏蔽电流系统的作用下，断层扫描检测电源电流在工作面前方。 可以获得三维地质信息，并且可以使用诱导极化半衰期时间差与水量之间的关系来定量预测含水体的水量，同时，半衰期时间差 参数具有较高的区别自由水和结合水的能力。
-
3.发明申请Method of constructing underground gallery by using pneumatic transfer system and stratum disposal method 失效采用气动输送系统和地层处理方法构建地下画廊的方法公开(公告)号：US20050004416A1
公开(公告)日：2005-01-06
申请号：US10494648
申请日：2002-11-08
申请人： Kazuo Okutsu , Hisashi Takamura , Koji Hane , Nobuyuki Matsui , Yasuyuki Hayakawa , Mitsuaki Furuichi
发明人： Kazuo Okutsu , Hisashi Takamura , Koji Hane , Nobuyuki Matsui , Yasuyuki Hayakawa , Mitsuaki Furuichi
IPC分类号： E21D13/02 , B09B1/00 , B65G51/04 , E21D1/00 , E21D9/13 , E21F13/04 , E21F17/16 , G21F9/34 , G21F9/36 , A62D3/00
摘要： A method of constructing underground galleries using a pneumatic transfer system and a stratum disposal method are provided, wherein in constructing a disposal gallery of a stratum disposal site and tunnels such as mountain tunnels or in performing stratum disposal of waste matter, the carrying-out of excavation chips or the like, the carrying-in of materials and equipment or the like and the carrying-in and positioning of waste matter may be effected safely, quickly and reliably at low cost, and the buffer material quality for waste matter may be secured. In construction, an air carrying pipeline (10) is used while extending the air carrying pipeline (10) downward as desired during excavation of a vertical shaft (2) so as to carry out vertical shaft excavation chips (a) to the ground and carry in materials and equipment including vertical shaft spray concrete (b) to the underground site. Alternatively, the vertical shaft itself is used as the air carrying pipeline (10), and by using the air carrying pipeline (10) extending from the vertical shaft (2a) to an underground gallery (3), excavation chips (a) from the underground gallery (3) are carried out to the ground and materials and equipment for the underground gallery are carried in to the underground site. In operation, the air carrying pipeline (10) is used to carry in a carrying container (11) with the waste matter (A) and a buffer material (13) integrated together and stored therein, to the underground site, and the integrated waste matter (A) and buffer material (B) are positioned and buried in a disposal hole (7).
摘要翻译： 提供了一种使用气动输送系统和地层处理方法构建地下画廊的方法，其中在构建地层处置场地的处置库和诸如山隧道的隧道或执行废物处理的地下处置方法中， 挖掘切屑等，可以以低成本安全，快速，可靠地实现材料和设备等的引入以及废物的进入和定位，并且可以确保废物的缓冲材料质量 。 在施工中，在垂直轴（2）的挖掘期间，使用空气输送管道（10），同时沿着空气输送管道（10）向下延伸，以便将垂直轴挖掘切屑（a）运送到地面并携带 在材料和设备中包括垂直轴喷雾混凝土（b）到地下现场。 或者，垂直轴本身用作空气输送管道（10），并且通过使用从竖直轴（2a）延伸到地下廊（3）的空气输送管道（10），从 地下画廊（3）进行地下，地下画廊的材料和设备运到地下。 在运行中，空气运输管道（10）用于携带携带容器（11），废物（A）和缓冲材料（13）集成在一起并存储在地下，并将综合废物 物质（A）和缓冲材料（B）被定位并埋在处置孔（7）中。
-
公开(公告)号：US5787983A
公开(公告)日：1998-08-04
申请号：US778492
申请日：1997-01-03
摘要： The present invention provides methods of delaying the destruction of a well as a result of the movement of a subsiding subterranean rock formation penetrated by the well bore. In accordance with the methods, a slot is cut into the subterranean formation in a direction opposite the direction of movement of the formation towards the well bore whereby the well bore extends through the slot as the subterranean formation moves.
摘要翻译： 本发明提供了由于井眼穿透的下沉的地下岩层的运动而延迟井的破坏的方法。 根据这些方法，沿与地层向井眼的运动方向相反的方向将槽切入地下地层，由此当地层移动时，井眼延伸通过狭槽。
-
-
公开(公告)号：US20160369629A1
公开(公告)日：2016-12-22
申请号：US15122161
申请日：2014-12-09
发明人： Hua ZHAO , Jianbin LI , Kleuters Nikolaus , Ningchuan Zhang , Wei Xiao , Xingjian Zhuo , Dujuan Wang , Lianhui Jia , Yanping Dong , Qian Zhou
CPC分类号： E21B7/203 , E21B4/00 , E21B7/00 , E21B15/00 , E21B15/003 , E21B21/01 , E21B33/13 , E21D1/00 , E21D1/06 , E21D5/04 , E21D5/12
摘要： A center-pillared full-face shaft drilling machine comprises a center pillar (1), device platforms (2), a derrick (3), a driving system (4), a personnel and material conveying system (5), a well wall support and protection system (6), a safeguard system (7), and an operation chamber (8). The derrick (3) is mounted at a wellhead. The operation chamber (8) is disposed on the derrick (3). The center pillar directly leads from the well bottom to the wellhead and is connected to a slide rack comprised in the derrick on the ground. The driving system (4) is mounted at the front end of the center pillar (1) of a device. The multiple device platforms (2) are sequentially mounted on the center pillar (1) of the device from rear to front. The personnel and material conveying system (5) and the safeguard system (7) are separately mounted on the device platforms at the rear of the driving system (4) and on the ground. The well wall support and protection system (6) is mounted on the device platforms at the rear of the driving system (4) and around the driving system (4). The shaft drilling machine solves the construction problem of large shafts in mines and the like, implements parallel construction operations of automated mechanical integrated complete devices having a series of functions such as shaft driving, residue discharging, support and protection, drainage and ventilation, facilitates dismounting and mounting of the device, saves preparation time, improves the construction efficiency, reduces construction cost, improves construction safety, and has a wide application range.
摘要翻译： 中心柱全面轴钻机包括中柱（1），装置平台（2），井架（3），驱动系统（4），人员和物料输送系统（5），井壁 支撑和保护系统（6），保护系统（7）和操作室（8）。 井架（3）安装在井口。 操作室（8）设置在井架（3）上。 中心支柱直接从井底引导到井口，并连接到包含在地面井架中的滑架。 驱动系统（4）安装在装置的中心支柱（1）的前端。 多个装置平台（2）从后方依次安装在装置的中心支柱（1）上。 人员和物料输送系统（5）和保护系统（7）分别安装在驱动系统（4）后部和地面的设备平台上。 井壁支撑和保护系统（6）安装在驱动系统（4）后部和驱动系统（4）周围的设备平台上。 钻井机解决了矿井等大型轴的施工问题，实现了自动机械一体化整体装置的并联施工作业，具有轴驱动，排渣，排水，保护，排水，通风等一系列功能，便于拆卸 安装设备，节省准备时间，提高施工效率，降低施工成本，提高施工安全性，应用范围广泛。
-
7.发明授权Advanced detector system and method using forward three-dimensional induced polarization method for TBM construction tunnel 有权先进的探测器系统和方法，采用前向三维诱导极化方法进行TBM施工隧道公开(公告)号：US09091779B2
公开(公告)日：2015-07-28
申请号：US14235307
申请日：2013-01-17
申请人： SHANDONG UNIVERSITY
发明人： Shucai Li , Bin Liu , Zhengyu Liu , Lichao Nie , Jie Song , Huaifeng Sun , Chunjin Lin , Chuanwu Wang , Xinji Xu , Lei Xu , Tingyu Hao , Hao Zhou
CPC分类号： G01V3/18 , E21B47/01 , E21D1/00 , E21D9/003 , E21D9/1093
摘要： Disclosed is an advanced detector system and method using a forward three-dimensional induced polarization method for a TBM (Tunnel Boring Machine) construction tunnel. A narrow detection space of a full-face excavated tunnel is fully used, a controller controls doors of a source and measuring electrode compartment and a shielding electrode compartment to open and controls a corresponding hydraulic delivery device to automatically and quickly arrange a source electrode system, a measuring electrode system and a shielding electrode system. Under the action of a shielding current system, tomography detection supply current is directed ahead of the working face. Three-dimensional geologic information can be obtained, and the relationship between an induced polarization half-decay time difference and a water quantity can be used to quantitatively forecast the water quantity of a water-bearing body, and meanwhile, the half-decay time difference parameter has a high capacity of distinguishing free water from bound water.
摘要翻译： 公开了一种使用TBM（隧道镗孔机）施工隧道的前向三维诱导极化方法的先进的检测器系统和方法。 充分利用全面挖掘隧道的狭窄检测空间，控制器控制源和测量电极室的门和屏蔽电极室，以打开和控制相应的液压输送装置，以自动且快速地布置源电极系统， 测量电极系统和屏蔽电极系统。 在屏蔽电流系统的作用下，断层扫描检测电源电流在工作面前方。 可以获得三维地质信息，并且可以使用诱导极化半衰期时间差与水量之间的关系来定量预测含水体的水量，同时，半衰期时间差 参数具有较高的区别自由水和结合水的能力。
-
公开(公告)号：US20140050531A1
公开(公告)日：2014-02-20
申请号：US13969926
申请日：2013-08-19
IPC分类号： E21D5/11
摘要： A method of constructing a shaft in the earth for use as, for example, a launch shaft or a retrieval shaft, may include several steps. One step includes installing a secant pile wall into the earth. The secant pile wall encloses a portion of the earth. Another step includes excavating the portion of the earth enclosed by the secant pile wall. The excavated portion leaves an interior of the shaft and exposes an inside surface of the secant pile wall. Yet another step includes placing a metal liner within the interior of the shaft. And yet another step includes partially or more filling a space located between the inside surface of the secant pile wall and the metal liner with a grout material.
摘要翻译： 在地球中构造用作例如发射轴或取回轴的轴的方法可以包括几个步骤。 一步包括将正割桩墙安装到地球上。 正割桩墙围住了地球的一部分。 另一个步骤包括挖掘由割草桩围住的地球部分。 挖出的部分离开轴的内部并露出割草桩壁的内表面。 另一步骤包括将金属衬垫放置在轴的内部。 又一步骤包括部分地或更多地填充位于割线桩壁的内表面和金属衬套之间的空间用灌浆材料。
-
9.发明授权公开(公告)号：US08127865B2
公开(公告)日：2012-03-06
申请号：US11737578
申请日：2007-04-19
CPC分类号： E21B7/046 , E21B41/0035 , E21D1/00
摘要： The present invention discloses a selection process for installing underground workspace in or near a hydrocarbon deposit that is an appropriate workspace from which to drill, operate and service wells applicable to any of a number of methods of recovering hydrocarbons. The present invention includes a number of innovative methods for developing workspace for drilling from a shaft installed above, into or below a hydrocarbon deposit, particularly when the hydrocarbon reservoir is at significant formation pressure or has fluids (water oil or gases) that can enter the workspace. These methods can also be used for developing workspace for drilling from a tunnel installed above, into or below a hydrocarbon deposit. The present invention also discloses a procedure for evaluating the geology in and around the reservoir and using this information to select the most appropriate method of developing workspace for drilling from a shaft and/or tunnel.
摘要翻译： 本发明公开了一种选择方法，用于在烃沉积物中或附近安装地下工作空间，该沉积物是可适用于多种回收碳氢化合物的任何方法的井的钻井，操作和维修的适当工作空间。 本发明包括许多创新的方法，用于开发用于从安装在烃沉积物上方，进入或低于烃沉积物的轴进行钻孔的工作空间，特别是当烃储存器处于显着地层压力时或具有能够进入该油藏的流体（水油或气体） 工作区 这些方法也可用于开发从安装在上面，进入或低于烃沉积物的隧道进行钻井的工作空间。 本发明还公开了一种用于评估储层内和周围地质的程序，并且使用该信息来选择开发用于从轴和/或隧道进行钻孔的工作空间的最合适的方法。
-
-
-
-
-
-
-
-
-
搜索结果
32 条记录 (耗时 0.012 秒)
