| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 1 | 小断面长陡坡斜井运输系统及施工方法 | CN201710617312.0 | 2017-07-26 | CN107237649A | 2017-10-10 | 孙士国; 王黎; 佘夏; 刘典忠; 陈龙; 符晓军; 赵志健; 李宝松; 张利锋; 雷博; 李明善; 马江飞; 杨金华; 康贺 |
| 本发明公开了一种小断面长陡坡斜井运输系统及施工方法，涉及地下斜井工程施工技术领域。本发明所要解决的技术问题是提供一种可保证工程安全、节约施工成本，且施工速度快的小断面长陡坡斜井运输系统，采用的技术方案是：小断面长陡坡斜井运输系统，斜井的入口段内的工作面处放置扒渣机，斜井的入口处设置卸渣平台，卸渣平台相对斜井的一侧安装定滑轮以及提升机，提升机的钢丝绳穿过定滑轮，再与斜井入口段内的矿车相连；斜井的出口段内工作面处放置扒渣机，扒渣机的尾部设置卷扬机，卷扬机的钢丝绳连接运渣车。小断面长陡坡斜井施工方法，斜井采用全断面爆破施工，从斜井的入口和出口同步开挖施工，保证工程安全、节约施工成本，同时节约工期。 | ||||||
| 2 | 一种狭小区域超深通道斜井反挖施工方法 | CN201710257661.6 | 2017-04-19 | CN107060779A | 2017-08-18 | 全有维; 丁涯; 程建军; 向明; 沈兴东; 赵腾飞; 邓军; 张晓鹏 |
| 本发明公开一种狭小区域超深通道斜井反挖施工方法，包括如下步骤：(1)施工放样；(2)超前支护(3)临空面开挖(4)测量放样；(5)静力爆破；(6)破岩、渣土外运；(7)初期支护。本发明的反挖施工方法，由下往上开挖，占用地面道路面积小，能够保证道路正常通行，不给交通运输带来附加的压力；斜井施工过程中的渣土可随主通道渣土直接运出，省去二次搬运过程，使用设备简易，人员投入少，可交叉作业，缩短工期，大幅度降低成本；破岩采用静力爆破后人工配合机械清理开挖，爆破完成后由挖机将渣土直接装车，经主隧道直接运至渣场，减少斜井开挖对两侧隧道基岩及上部岩层的扰动，确保施工安全。 | ||||||
| 3 | 一种天溜井扩刷施工方法 | CN201510028473.7 | 2015-01-21 | CN104747195A | 2015-07-01 | 姜家宝; 彭威; 黄泽石; 潮文凯; 李泽阳; 屠涛; 李孝成; 周正保; 潘光俊 |
| 本发明公开了一种天溜井扩刷施工方法，其步骤为：第一步，与传统施工方案相同，开一个直径较小的井；第二步，选取井底部一定高度H的部分，从上而下经行扩刷，要求H＜h(h=围岩不需支护或简单支护可保持稳定的时间×作业效率）；第三步，选取距离井底距离为H至2H的部分，从上而下经行扩刷；第四步，选取距离井底距离为2H至3H的部分，从上而下经行扩刷；以此类推，扩刷至井口。本发明具有步骤简单、实用性强等优点。 | ||||||
| 4 | 一种中短斜井导井开挖方法 | CN201710469439.2 | 2017-06-20 | CN107091094A | 2017-08-25 | 王建民; 韩建洲; 尹成福; 李建昌; 管建龙 |
| 本发明公开了一种中短斜井导井开挖方法，包括以下步骤：进行斜井进口段垂直方向长度为a的全断面开挖，形成斜井进口井身；将斜井进口井身的水平掌子面作为井口平台，在井口平台上设置导向墙，在导向墙内根据设计的孔位和孔向预埋导向管；沿导向管进行钻孔，形成爆破孔，自下而上进行分层爆破；爆破完成后形成导井，导井贯通后，自上而下扩挖，完成斜井的开挖；本发明施工人员安全风险性较低，施工速度快、成本低。 | ||||||
| 5 | 大坡度掘进机用辅助爬坡设备 | CN201611222519.X | 2016-12-27 | CN106522964A | 2017-03-22 | 高志明; 郭强; 陶震; 高奔; 胡付凯; 梁杰 |
| 本发明涉及一种大坡度掘进机用辅助爬坡设备，包括铰接架组件，顶板支撑机构，泵站，行走机构，倍增推拉机构；铰接架组件自前向后依次具有球铰架、左右自由导向结构；球铰架与掘进机主机尾部万向铰接，左右自由导向结构能使球铰架左右自由滑动；倍增推拉机构具有一对平行的、分别与铰接架组件两端连接的传动轨道，为铰接架组件前后移动进行导向；顶板支撑机构前端与倍增推拉机构连接，向下固定在行走机构上；顶板支撑机构具有至少一个与挖掘隧道顶部仿形的支撑梁；泵站为行走机构和顶板支撑机构中的油缸提供动力，并固定在顶板支撑机构的机架上；行走机构具有横向的辅助支撑及纠偏装置，辅助支撑纠偏装置上的油缸能够伸出顶住隧道侧帮。 | ||||||
| 6 | 一种双铰接双模式防爆型斜井全断面岩石掘进机 | CN201310435586.X | 2013-09-23 | CN104453927A | 2015-03-25 | 李建斌; 贺飞 |
| 本发明公开了一种双铰接双模式防爆型斜井全断面岩石掘进机，包括刀盘掘进机构，用于破碎岩石；护盾装置，包括依次连接的前盾、中盾和后盾；驱动装置，安装于所述前盾，与所述刀盘掘进机构连接，用于驱动刀盘旋转；所述前盾和所述中盾主动铰接，所述中盾和所述后盾被动铰接。由于该掘进机护盾装置的前盾和中盾主动铰接，中盾和后盾被动铰接，即护盾装置采用双铰接结构，从而能够适应斜井隧道中缓和坡段与斜坡连接处曲率半径小的工况，转弯能力较强，且便于整机姿态调整。 | ||||||
| 7 | 用压缩空气替换支撑液体的方法和实施方法的水力掘进盾构 | CN95102884.7 | 1995-03-15 | CN1113289A | 1995-12-13 | 卡尔·H·梅尔泽; 罗尔夫·海尔宾; 德特尔夫·卡瑟夫 |
| 为了用压缩空气替换支撑掘进工作面(2)的支撑液体，在通入压缩空气的同时，先把处于上横截面区(15)内的支撑液体排掉，然后在上、下横截面区(15和19)之间装入一个基本上水平的隔断层，更确切地说，隔断层是由支承片(17)和密封材料(16)组成。接着把隔断层上面的横截面区(15)用含有固体成分的支撑材料填满，使它能起到支撑作用，并用空气阻止它的涌出和倒流。接着把位于下横截面区内的支撑液体用压缩空气替换掉。 | ||||||
| 8 | JPS5542233B2 - | JP8904472 | 1972-09-05 | JPS5542233B2 | 1980-10-29 | |
| 9 | Underground rock chutes | US157923 | 1980-06-06 | US4371289A | 1983-02-01 | David F. Odendaal |
| A rock pass bored in rock is lined with cylinders 10 which are stacked one on top of the other. The liners are lined in those parts which are subject to wear with detachable liners 15. The remainder carries rails 14 as a protection against rebound. | ||||||
| 10 | Lift for raise driving apparatus | US28281272 | 1972-08-22 | US3830338A | 1974-08-20 | SVENSSON T |
| The invention relates to a lift assembly carrying a drift mining equipment for driving raises and the like in rock. The equipment comprises a fluid motor unit for moving said equipment along a guide track composed of a plurality of separate sections which are adapted to be spliced on successively as the raise driving work proceeds, and to be secured, each in its turn, to the wall of the raise from a platform or the like forming part of the drift mining equipment. A drive unit comprising an internal combustion engine assembly and fluid pumping means operated by said engine is suspended so as to be pivotable about a substantially horizontal axis extending transversely of said track, and is associated with the drift mining equipment to be moved together with the latter along the track in a position such that the internal combustion engine assembly will function independently of the inclination of the raise relative to the horizontal plane, said fluid pumping means being interconnected with the fluid motor unit by flexible fluid conduits. The invention eliminates the need of power supply lines extending along the raise for propulsion of the drift mining equipment along the track.
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| 11 | Raise boring machine | US3695718D | 1970-11-09 | US3695718A | 1972-10-03 | LAUBER ERNST ABRAHAM; BARENDSEN PIETER |
| A raise boring machine for producing a raise of circular cross section has a main frame with a rotating drum which has two rotating tangentially cutting heads. Three wall engaging shoes are suspended in rods in toggle arrangements and they are biased outwardly against the wall of the raise by means of spring devices braced between the shoes. By this arrangement these shoes guide the machine by sliding on the wall during a cutting advance of the main frame effected by means of six advance jacks connected between the main frame and a rear anchoring frame. During the time that the anchoring frame is released from the raise and pulled forward by the advance jacks, however, the same shoes hold the main frame firmly in the raise as a result of the action of the toggle joints. Steering is effected by moving the rear portion of the main frame sidewise in the anchoring frame in any desired direction.
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| 12 | Stepper advancing apparatus for drilling inclined tunnels | US3642326D | 1969-12-23 | US3642326A | 1972-02-15 | STEUFMEHL WILLI |
| The invention relates to a machine for cutting tunnels, shafts or the like, comprising a machine frame carrying a drill head at its leading extremity and a bracing or anchoring mechanism displaceable relative to the machine frame, which comprises clamping plates arranged to be thrust against the wall of the excavation.
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| 13 | Overhead rail system having chariots moving longitudinally along the rail system | US14890710 | 2014-04-04 | US10017190B2 | 2018-07-10 | Marc R. Beauvais; Joanic Cossette |
| The present disclosure relates to an overhead rail system having a pair of parallel rails, mountable to an overhead structure, and a rack line fixedly mounted underneath each rail. A pair of chariots is mounted on the pair of parallel rails. Each chariot has upper and lower bearings rollably connecting the chariot to a respective one of the pair of parallel rails. The bearings allow longitudinal movement of the chariot along a length of the parallel rails while limiting movement of the chariot in other directions. Each chariot has a pinion configured to engage respective rack lines. A drive system is operatively connected to the pinion of at least one of the chariots. | ||||||
| 14 | OVERHEAD RAIL SYSTEM HAVING CHARIOTS MOVING LONGITUDINALLY ALONG THE RAIL SYSTEM | US14890710 | 2014-04-04 | US20160101788A1 | 2016-04-14 | Marc R. BEAUVAIS; Joanic COSSETTE |
| The present disclosure relates to an overhead rail system having a pair of parallel rails, mountable to an overhead structure, and a rack line fixedly mounted underneath each rail. A pair of chariots is mounted on the pair of parallel rails. Each chariot has upper and lower bearings rollably connecting the chariot to a respective one of the pair of parallel rails. The bearings allow longitudinal movement of the chariot along a length of the parallel rails while limiting movement of the chariot in other directions. Each chariot has a pinion configured to engage respective rack lines. A drive system is operatively connected to the pinion of at least one of the chariots. | ||||||
| 15 | 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. | ||||||
| 16 | Device for constructing mines | US3675433D | 1970-07-14 | US3675433A | 1972-07-11 | SILVESTROV SERGEI NIKOLAEVICH; SINICHKIN MOISEI MIKHAILOVICH; SHIROKOV GRIGORY IVANOVICH; SOLOVIEV JURY FILIPPOVICH; SILVESTROV NIKOLAL DEMYANOVICH; AMUSIN BORIS ZINOVIEVICH |
| The present invention relates to device for constructing mines, in which the mining member is mounted on a jib. This device is provided with a means which is also mounted on the jib and makes it possible to supply the facing elements to a required place of the face and to mount them thereat.
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| 17 | System and Method for Preventing an Explosion of a Caldera | US16269196 | 2019-02-06 | US20190242255A1 | 2019-08-08 | Igor Boris Mashinsky; Andrey Chernomyrdin; Makhmut Khamkhoev |
| A system and method of preventing an explosion of a natural caldera. The system includes an artificial caldera, formed by a spiral tunnel that extends from a surface of the earth to a position close to a surface of a magma plume of the natural caldera. A plurality of charges, such as tactical nuclear charges, are placed at positions along a length of the spiral tunnel, and detonated to form the artificial caldera. The method includes determining a center of the natural caldera, constructing the spiral tunnel, placing the plurality of charges within the spiral tunnel at fixed intervals, and detonating the plurality of charges simultaneously. Detonation of the plurality of charges opens the artificial caldera and allows magma thereunder to be controllably released through the artificial caldera. In this manner, a pressure of the magma is reduced, and a cataclysmic explosion of the natural caldera is mitigated. | ||||||
| 18 | Tunneling apparatus | US14123347 | 2012-05-31 | US09506344B2 | 2016-11-29 | Stuart Harrison; Edwin Spoelstra; Nathan James Meyer |
| 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. | ||||||
| 19 | MINING SITE HAVING A SHALLOW ANGLE EXTRACTION SHAFT, SHALLOW ANGLE MINING METHOD AND METHOD FOR CONSTRUCTING A PENSTOCK | US14890697 | 2014-04-04 | US20160097279A1 | 2016-04-07 | Marc R. BEAUVAIS |
| 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. | ||||||
| 20 | TUNNELING APPARATUS | US14123347 | 2012-05-31 | US20140219725A1 | 2014-08-07 | Stuart Harrison; Edwin Spoelsra; Nathan James Meyer |
| 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. | ||||||
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