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2.发明公开HOCHPRÄZISE SENSORIK ZUM ERMITTELN EINER MECHANISCHEN BELASTUNG EINES ABBAUWERKZEUGS EINER TUNNELBOHRMASCHINE 审中-公开高精度感应用于确定隧道钻的移除工具的机械负担
公开(公告)号：EP3129593A1
公开(公告)日：2017-02-15
申请号：EP15713516.1
申请日：2015-04-02
申请人： Montanuniversität Leoben , Herrenknecht AG , B+ G Betontechnologie + Materialbewirtschaftung AG
发明人： BARWART, Stefan , GALLER, Robert
IPC分类号： E21D9/00
摘要： A mining tool (100) for a drill head (150) of a tunnel boring machine (180) for mining in rock (102), wherein the mining tool (100) has a roller cutter fastening device (104), mountable on the drill head (150), for accommodating and mounting a rotatable roller cutter (106), the roller cutter (106) for mining in rock (102) is accommodated or in particular can be interchangeably accommodated rotatably in the roller cutter fastening device (104), and a sensor arrangement (112) for detecting a mechanical load of the mining tool (100), in particular of the roller cutter (106), wherein the sensor arrangement (112) is formed at least partially in the roller cutter fastening device (104) and/or on the sleeve (177) mounted on the roller cutter (106) with at least one load-sensitive element (108) mounted thereon.
摘要翻译： 用于隧道掘进机（180）的在岩石（102）的worin挖掘工具（100）采矿钻头（150）一种挖掘工具（100）具有一个滚子式切刀的紧固装置（104）上钻安装 头（150）用于容纳和安装一个可旋转的基座滚子式切刀（106），所述滚子式切刀（106），用于在采岩石（102）被容纳或尤其可以互换在滚子式切刀固定装置可旋转地容纳（104） 和传感器装置（112），用于检测所述挖掘工具（100）的机械负荷，在滚子式切刀（106）worin所述传感器装置（112）的具体设置在滚子式切刀固定装置至少部分形成（104 ）和/或对安装在滚子式切刀（106）与至少一个负载敏感元件（108）（177）的套筒安装在其上。
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3.发明公开
公开(公告)号：EP2702209A2
公开(公告)日：2014-03-05
申请号：EP12715845.9
申请日：2012-04-16
申请人： Herrenknecht AG
发明人： PETERS, Marc , REICH, Thorsten
IPC分类号： E02D27/42
CPC分类号： E02D27/42 , E02D27/425
摘要： The invention relates to a foundation pile for producing a foundation for a structure in water, in particular an offshore structure, having a portion (12) situated in the ground (4) and in which the outer diameter (19) increases towards the water bed (26), and the outer diameter (19) is designed as a function of the distribution of bending moment (16) acting on the pile (10), and to a method for producing a foundation for a structure in water, preferably an offshore structure, in which a pile (10) is lowered in the ground (11) into an opening (21), wherein the opening (21) in the ground (11) is produced using boring technology, an overcut (22) is generated during boring such that the opening (21) is larger than the pile (10), and the overcut (22) is filled with a suspension, wherein the pile (10) is introduced with an increasing outer diameter (19) into the opening (21), and wherein the outer diameter (19) increases towards the water bed (26).
摘要翻译： 本发明涉及一种用于生产用于水中的结构的基础的基础桩，特别是海上结构，其具有位于地面（4）中的部分（12），并且外径（19）朝向水床 （26），并且外径（19）被设计为作用在桩（10）上的弯矩（16）的分布的函数，以及用于生产用于水中的结构的基础的方法，优选地在海上 结构，其中桩（10）在地面（11）中下降到开口（21）中，其中通过钻孔技术制造地面（11）中的开口（21），在 使得开口（21）比桩（10）大，并且过度切口（22）填充有悬架，其中，桩（10）以增加的外径（19）引入到开口（21）中 ），并且其中所述外径（19）朝向所述水床（26）增加。
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公开(公告)号：EP2500473B1
公开(公告)日：2013-08-21
申请号：EP11158535.2
申请日：2011-03-16
发明人： Peters, Marc, Dr. , Studer, Thomas , Wiemann, Jens, Dr. , Leenwerke, Fenno , Gipperich, Christof, Dr.
CPC分类号： E02D7/28 , E02B17/0004 , E02B2017/0091 , E02D27/42 , E02D27/52
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5.发明授权VERFAHREN UND VORRICHTUNG ZUM ERSTELLEN EINES UNTERWASSERFUNDAMENTS EINES BAUWERKS 有权用于创建建筑物的水下基础的方法和设备
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6.发明公开
公开(公告)号：EP2417303A1
公开(公告)日：2012-02-15
申请号：EP10713137.7
申请日：2010-04-07
申请人： Herrenknecht AG
发明人： PETERS, Mark
摘要： The invention relates to a method and a device for creating an underwater foundation of a building, wherein a base element is provided as a module carrier (11) at the erection site and a pile (6) forms the foundation to be created or is a component of the foundation, wherein the pile (6) is implemented as a hollow body. The aim of the invention is to allow the creation of a foundation in geologically difficult conditions, while simultaneously reducing noise emissions in sensitive areas. The aim is achieved by clamping the pile (6) in a pivot module (13), by erecting the pile (6) by way of pivoting the pivot module (13), until the desired driving direction into the ground (9) relative to the horizontal is achieved, by locking the pivot module after erecting the desired slope, by sinking the pile (6) to the floor (8) of the water system (7) and pressing it into the floor (8) until a limit value of a driving force is reached, by installing a sinking device (24) in the pile (6) and sinking it to the floor (8), by loosening the rock (9) below the pile (6) and sinking the pile (6) until the final depth is reached.
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公开(公告)号：EP2313613A2
公开(公告)日：2011-04-27
申请号：EP10713426.4
申请日：2010-04-07
申请人： Herrenknecht AG
发明人： IRMSCHER, Ilja , PETERS, Mark
IPC分类号： E21D1/08
摘要： The invention relates to a method for erecting a underground construction, in which a shaft (30) is sunk at the erection site, and the shaft is closed off by a cover (32) in which an opening is provided. Furthermore, a lifting/lowering device (37, 38) is provided in the area of the opening, a locking mechanism (57) is provided in the shaft (30) below the opening, a segment of the construction (46) is provided in the area of the opening and is connected to the lifting/lowering device (37, 38) and is lowered through the opening, down to the locking mechanism (57), and is locked, and is then released from the lifting/lowering device (37, 38) after being locked, a process cycle is performed in which a further segment of the construction (40) is connected to the locked segment of the construction (46), the construction segments located in the shaft are lowered, and said process cycle is repeated until the segments required for erecting the underground construction have been inserted into the shaft.
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8.发明授权
公开(公告)号：EP2205813B1
公开(公告)日：2011-03-30
申请号：EP08845208.1
申请日：2008-10-31
申请人： Herrenknecht AG
发明人： KÖGLER, Rüdiger
摘要： In a method and associated devices for testing the coating of a pipeline while the pipeline is laid in a liquid-filled borehole, the pressure of an advancing device (1) is transmitted to a drill head (4) via a pipeline (2) and an electrically non-conductive insulating coupling (3), and the control and supply wires (9) for the drill head (3) are guided and/or designed within the pipeline (2) in such a way that the control and supply wires (9) allow no electrical contact between the drill head (3) and the ground (12) with the pipeline (2), and the integrity of the coating (7) of the pipeline (2) that is surrounded by a liquid (6) in the borehole (5) is verified during the laying process of the pipeline (2) by means of a measuring apparatus (8).
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公开(公告)号：EP2292960A1
公开(公告)日：2011-03-09
申请号：EP10015273.5
申请日：2007-12-20
申请人： Herrenknecht AG
发明人： Kögler, Rüdiger
摘要： Eine Bohrvorrichtung zum Verlegen von Rohrleitungen (1) im Boden (2) wird mit einem Bohrkopf (3) am Anfang einer Rohrleitung (1) ein Bohrloch (4) von einer Startgrube (5) entlang einer Verlegelinie (6) zu einer Zielgrube (7) erstellt, wobei der Bohrkopf (3) über eine schmale vertikale Verbindungsvorrichtung (8) mit einem Verlegefahrzeug (9) an der Geländeoberfläche (10) verbunden ist. Der vom Bohrkopf (3) gelöste Boden wird aus dem Bohrloch (4) entnommen und nach über Tage gefördert. Die erforderliche Kraft für den Bohr- und Verlegevorgang wird vom Verlegefahrzeug (9) und/oder einer Vorschubeinrichtung (12) in der Startgrube (5) aufgebracht.
摘要翻译： 该方法包括将管道（1）铺设在地面中，其中钻孔通过钻头沿着铺设线（6）从起始腔（5）提供到终止腔。 钻头通过位于地平面（10）处的连接装置与铺设车辆连接。 头部的切割轮在钻孔时围绕铺设线中心旋转，其中土壤从砂轮松开，从钻孔中移除并在地面上提取。 通过铺设车辆和/或移动设备施加在起动腔中的镗孔和铺设过程所需的力。 对于在地面中铺设管道的方法，还包括独立权利要求。
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10.发明公开
公开(公告)号：EP2205813A2
公开(公告)日：2010-07-14
申请号：EP08845208.1
申请日：2008-10-31
申请人： Herrenknecht AG
发明人： KÖGLER, Rüdiger
摘要： In a method and associated devices for testing the coating of a pipeline while the pipeline is laid in a liquid-filled borehole, the pressure of an advancing device (1) is transmitted to a drill head (4) via a pipeline (2) and an electrically non-conductive insulating coupling (3), and the control and supply wires (9) for the drill head (3) are guided and/or designed within the pipeline (2) in such a way that the control and supply wires (9) allow no electrical contact between the drill head (3) and the ground (12) with the pipeline (2), and the integrity of the coating (7) of the pipeline (2) that is surrounded by a liquid (6) in the borehole (5) is verified during the laying process of the pipeline (2) by means of a measuring apparatus (8).
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