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1. 发明授权

EP2610587B1 Underground soil excavation 有权
标题翻译：地下土壤开挖
公开(公告)号：EP2610587B1
公开(公告)日：2017-11-15
申请号：EP12198998.2
申请日：2012-12-21
申请人： Entreprenørfirmaet Østergaard A/S , Max Bögl Bauunternehmung GmbH & Co. KG
发明人： Hansen, Morten , Loser, Hans
IPC分类号： G01C1/00 , E21B47/022 , E21D1/14 , E21B7/04 , E21B47/10 , E02D3/115 , E21D9/00
CPC分类号： E21B47/02232 , B28D1/14 , B28D1/146 , E02D3/115 , E21B7/046 , E21D9/001

2. 发明公开

EP3184732A1 METHOD AND ARRANGEMENT FOR THE INJECTION OF ROCK AND SOIL MATERIAL 有权
标题翻译：岩土材料注入的方法和布置
公开(公告)号：EP3184732A1
公开(公告)日：2017-06-28
申请号：EP16206348.1
申请日：2016-12-22
申请人： Veidekke Entreprenad AB
发明人： Stoor, Joakim
IPC分类号： E21D9/00 , E21D20/02
CPC分类号： E21D9/001 , E21D20/028
摘要： A method and an arrangement for the injection of rock or soil material, for example injection into boreholes in correlation with tunnelling, the excavation of rock caverns, or during the construction of dams. Grout from a common supply pump (1) is pumped at the same time through several injection pipes (3) to several injection holes (A-G), and where at least the pressure (10) and injected volume (9) are monitored and individually measured by a control unit for the supply to each one of the said injection holes (A-G), and where the control unit (11), at a final interruption of the injection of an injection hole (A-G), regulates a valve arrangement (4) such that no grout is any longer fed to the injection pipe (3) that leads to the relevant injection hole (A-G) and instead connects a water line (6) for the supply of water to the valve arrangement (4) and the injection pipe (3) for the rinsing clean of these. The arrangement comprises a pressure sensor (10) and a flow gauge (9) for each injection pipe (3) connected to a monitoring arrangement (11) in order to, for each one of the injection pipes (3) of injection holes (A-G), record the pressure and the volume of the supplied grout that has been injected.
摘要翻译：用于注入岩石或土壤材料的方法和布置，例如与隧道掘进，岩石洞穴开挖或在建造大坝期间注入钻孔中。来自公共供给泵（1）的泥浆同时通过多个注入管（3）泵送到多个注入孔（AG），并且其中至少压力（10）和注入体积（9）被监测并被单独测量（AG）的每一个喷射孔的控制单元，并且其中，在喷射孔（AG）的喷射的最终中断时，控制单元（11）调节阀装置（4）使得不再有水泥注入到通向相关注入孔（AG）的注入管（3）中，而是将用于供应水的水管线（6）连接到阀装置（4）和注入管（3）冲洗干净这些。该装置包括用于连接到监测装置（11）的每个注入管（3）的压力传感器（10）和流量计（9），以便针对每个注入孔（AG）），记录所注入的灌浆的压力和体积。

3. 发明公开

EP2511472A4 METHOD FOR MAKING TUNNELS OR PERFORATIONS IN CIVIL ENGINEERING WORKS USING SACRIFICIAL TUNNELS 有权
标题翻译：用于生产隧道或穿孔受害者隧道土建工程
公开(公告)号：EP2511472A4
公开(公告)日：2015-10-28
申请号：EP10835511
申请日：2010-12-09
申请人： GARCIA BARBA JAVIER
发明人： GARCIA BARBA JAVIER
IPC分类号： E21D13/02 , E21D9/04
CPC分类号： E21D9/04 , E21D9/001

4. 发明公开

EP2034129A3 Method of consolidation, impermeabilisation and drainage of underground works by guided perforations 审中-公开
标题翻译：的一种用于固化，防水和地下巷道的排水借助于过程通孔控制
公开(公告)号：EP2034129A3
公开(公告)日：2011-01-26
申请号：EP08169261.8
申请日：2004-01-07
申请人： Ferrari de Nobile S.r.L.
发明人： Ferrari, Franco
IPC分类号： E21B7/04 , E21D9/00 , E02D3/12 , E02D29/05
CPC分类号： E21B7/046 , E02D3/12 , E02D29/05 , E21D9/001 , E21D21/0053
摘要： Continuous method of realisation of underground works of whatsoever nature, with consolidation (6) before excavation, where said consolidation is carried out by means of guided perforations (3), obtained with swinging head perforation equipment (4, 5), arranged peripherally in the nucleus or in the position indicated by the designer of the tunnel being built (1), or in underground work, and where said consolidation (6) within the guided perforation takes place by means of filling of each perforation (3) with reinforcements or inserts later mixed with aggregating substances injected at high or low pressure, or by means of a jet-grouting system with a pressure jet of cement mixtures, gel, resins etc., so that the consolidation before excavation takes place for long stretches, or for the entire length of the tunnel or the surface of the underground works,; with attainment of a resistant work, according to precise static conditions, in that such guided perforations are traced exactly according to the design even following curved routes.

5. 发明公开

EP1447521A2 Method of consolidation, impermeabilisation and drainage of underground works by guided perforations 审中-公开
标题翻译：地下工程的导向孔加固，不渗透和排水的方法
公开(公告)号：EP1447521A2
公开(公告)日：2004-08-18
申请号：EP04000097.8
申请日：2004-01-07
申请人： FERRARI DE NOBILI S.r.l.
发明人： Ferrari, Franco, Dr.
IPC分类号： E21B7/04 , E21D9/00
CPC分类号： E21B7/046 , E02D3/12 , E02D29/05 , E21D9/001 , E21D21/0053
摘要： Continuous method of realisation of underground works of whatsoever nature, with consolidation (6) before excavation, where said consolidation is carried out by means of guided perforations (3), obtained with swinging head perforation equipment (4,5), arranged peripherally in the nucleus or in the position indicated by the designer of the tunnel being built (1), or in underground work, and where said consolidation (6) within the guided perforation takes place by means of filling of each perforation (3) with reinforcements or inserts later mixed with aggregating substances injected at high or low pressure, or by means of a jet-grouting system with a pressure jet of cement mixtures, gel, resins etc., so that the consolidation before excavation takes place for long stretches, or for the entire length of the tunnel or the surface of the underground works, with attainment of a resistant work, according to precise static conditions, in that such guided perforations are traced exactly according to the design even following curved routes.
摘要翻译：连续实现任何性质的地下工程，在挖掘之前进行固结（6），其中所述固结是通过引导穿孔（3）进行的，所述穿孔由摆动头穿孔设备（4,5）获得，布置在（1）或者在地下工作中，并且在引导穿孔内的所述固结（6）通过用增强件或插入物填充每个穿孔（3）而发生的情况下，后来与在高压或低压下注入的聚集物质混合，或通过喷射注浆系统与水泥混合物，凝胶，树脂等的压力射流混合，以便挖掘前的固结发生长时间的拉伸，或者用于根据精确的静态条件，在隧道的整个长度或地下工程的表面上实现耐受性工作，因为这样的引导穿孔被精确地描绘即使在弯曲的路线之后也能保持设计。

6. 发明公开

EP1223306A4 GROUND REINFORCING METHOD 有权
标题翻译：方法加固接地层
公开(公告)号：EP1223306A4
公开(公告)日：2003-01-02
申请号：EP99944870
申请日：1999-09-28
申请人： KFC LTD
发明人： MITARASHI YOSHIO , KAKIUCHI YUKIO , MATSUO TSUTOMU , HABA TORU
IPC分类号： E21B7/20 , E21D9/00 , E21D9/04 , E21D20/02
CPC分类号： E21D20/02 , E21B7/20 , E21D9/001 , E21D9/04
摘要： A ground reinforcing method that is applied when tunnels, underground cavities or the like are dug, characterized by comprising the steps of attaching a ring bit (20) having a drilling function to the front end of a pipe (11) of fiber-reinforced resin, receiving in the pipe a drilling rod (22) that is mounted at its base end on a rock drill (10) and that has a drilling bit (22a) at the front end directly or indirectly removably mounted on the pipe, drilling holes in the ground at predetermined positions in the outer periphery of the facing and/or face in the tunnel digging or the like while successively connecting the pipes (11) and drilling rods (22), simultaneously placing the pipe at a predetermined position in the ground as a reinforcing pipe by driving it in while pulling into the ground the pipe that engages the drilling bit as the latter is advanced, recovering the drilling rods by extracting the latter from the pipe during or after the driving-in of the pipe, and injecting a hardening agent into the surrounding ground through the pipes so as to reinforce the ground. With the above arrangement, the ground can be satisfactorily reinforced without widening the tunnel cross-section.

7. 发明授权

EP0774566B1 Verfahren zur vorauseilenden Firstsicherung von Tunnelauffahrungen 失效转让
标题翻译：工艺为主导的第一保险Tunnelauffahrungen
公开(公告)号：EP0774566B1
公开(公告)日：2001-04-04
申请号：EP96118382.9
申请日：1996-11-15
申请人： FlowTex Technologie GmbH & Co. KG
发明人： Bayer, Hans-Joachim, Dr. , Martens, Jens-Peter, Dipl.-Ing. , Gänger, Jörg
IPC分类号： E21D11/00 , E21D9/00 , E21D11/10
CPC分类号： E21D9/001 , E21D9/0671 , E21D11/10

8. 发明公开

EP0774566A1 Verfahren zur vorauseilenden Firstsicherung von Tunnelauffahrungen 失效转让
公开(公告)号：EP0774566A1
公开(公告)日：1997-05-21
申请号：EP96118382.9
申请日：1996-11-15
申请人： FLOWTEX TECHNOLOGIE-IMPORT VON KABELVERLEGEMASCHINEN GmbH
发明人： Bayer, Hans-Joachim, Dr. , Martens, Jens-Peter, Dipl.-Ing. , Gänger, Jörg
IPC分类号： E21D11/00 , E21D9/00 , E21D11/10
CPC分类号： E21D9/001 , E21D9/0671 , E21D11/10
摘要： Ein Verfahren zur vorauseilenden Firstsicherung von Tunnelauffahrungen durch Injektionsbohrungen sieht in einem ersten Schritt das vollkommen verlaufsgesteuerte Bohren von der Erdoberfläche (18) aus in Richtung des Bereichs (14) oberhalb der zukünftigen Tunnelfirste vor. Im zweiten Schritt werden eine oder mehrere vollkommen verlaufsgesteuerte Injektionsbohrungen zur Ausbildung von Injektionskörpern im Bereich (14) der zukünftigen Tunnelfirste durchgeführt. Die Injektionsbohrungen können parallel zu und unmittelbar über der zukünftigen Tunnelfirste erfolgen und zur Ausbildung von gekrümmten Injektionskörpern (24, 26) führen.
摘要翻译：该过程被用作使用注射镗孔固定隧道脊的快速应急方法。从表面（18）以可以对齐的方式，在未来隧道脊以上的区域（14）的方向上完全地控制钻孔。在该区域中也产生喷射器元件（24,26），其中对准可以被完全控制，并且优选地与未来的隧道脊平行并直接在上方。喷射器元件也可以具有弯曲的形状。

9. 发明授权

EP0393197B1 METHOD OF BUILDING UNDERGROUND CAVERN AND TUNNELLING MACHINE 失效
标题翻译： VERFAHREN ZUM BAUEN UNTERIRDISCHERRÄUMESOWIE TUNNELBOHRMASCHINE。
公开(公告)号：EP0393197B1
公开(公告)日：1995-04-26
申请号：EP89907278.9
申请日：1989-06-15
申请人： KABUSHIKI KAISHA KOMATSU SEISAKUSHO
发明人： FURUMI, K. c/o The Institute of K.K.Komatsu Seisa. , NAKAMURA, J. c/o The Inst. of K.K.Komatsu Seisaku.
IPC分类号： E21D13/02 , E21D9/06 , E21D20/00
CPC分类号： E21D9/001 , E21D9/008 , E21D9/0671 , E21D9/0873 , E21D9/0879 , E21D13/00
摘要： A method of forming an underground passage, developed so as to safely and economically form a large-scale underground passage of a large depth in the soft ground or a soft rock layer, and a tunnel excavator suitably used in this method. This method of forming underground passages consists of the steps of forming a reinforced ground zone (A) around the portion of the ground in which a large-scale passage is to be excavated, before starting the excavation, and then excarting the inner side of this reinforced ground zone. A tunnel excavator (4) is provided with a ring-shaped body having first, second and third rings (20, 21, 22); boring units (41-43) provided between the second ring (21) and a propulsive jack (25) and adapted to make a plurality of radial bores (60) in the inner surface of a tunnel; and reinforcing material fillers (48-52) provided also between the second ring and propulsive jack and adapted to fill these bores with a reinforcing material (53).
摘要翻译：形成地下通道的方法，其开发成安全经济地形成软土地层或软岩层中大深度的大型地下通道，以及适用于该方法的隧道式挖掘机。这种形成地下通道的方法包括以下步骤：在开始挖掘之前，在要开挖大型通道的地面周围形成加固地面区域（A），然后排出该内侧加固地面。隧道挖掘机（4）设置有具有第一，第二和第三环（20,21,22）的环形主体; 设置在所述第二环（21）和推进式千斤顶（25）之间并且适于在隧道的内表面中形成多个径向孔（60）的钻孔单元（41-43）以及还设置在第二环和推进千斤顶之间并且适于用增强材料（53）填充这些孔的增强材料填料（48-52）。

10. 发明授权

EP0368838B1 Vorrichtung zur Absicherung von nicht bzw. mässig standfesten kohäsionslosen bis leicht kohäsiven geologischen Formationen 失效
标题翻译：用于统一不具有或仅有微小稳定性的地质构造的装置
公开(公告)号：EP0368838B1
公开(公告)日：1993-08-04
申请号：EP89890281.2
申请日：1989-10-30
申请人： Sauer, Gerhard Dr.-Ing.
发明人： Sauer, Gerhard Dr.-Ing.
IPC分类号： E21D20/00 , E02D5/80
CPC分类号： E21D9/001 , E02D5/80 , E21D20/003 , E21D21/0033 , E21D21/0053

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