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公开(公告)号：WO2014182074A1
公开(公告)日：2014-11-13
申请号：PCT/KR2014/004063
申请日：2014-05-08
Applicant: (주)현이앤씨
Inventor： 서동현
Abstract: 본 발명은 둘 이상의 터널이 근접하게 시공될 때， 터널과 터널 사이의 지반이 기등체를 대신할 수 있도록 필라부를 보강하는 방법 및 굴착 시공 방법에 관한것이다. 본 발명은 후행 터널과 터널 길이 방향으로 일정한 거리가 유지되도록 선행 터널의 선굴착부를 먼저 굴착하는 단계; 후행 터널과 선행 터널과의 사이에 필라부가 형성될 예정인 선행 터널의 측벽부에 다수의 선보강 보강재를 잔여 필라부측 미굴착부 (12)를 지나서 필라부가 관통되어 후행 터널을 굴착할 때, 노출되도록 천공하고 삽입하여 그라우팅하는 단계; 후행 터널을 굴착시 노출된 보강재 (20 ' )에 판구조 (40)인 굴착면 보강 숏크리트를 타설하고 지압판을 대고 너트를 체결하는 단계; 선행 터널의 잔여 필라부측 미굴착부 (12)를 굴착하여 노출된 보강재에 판구조 (40)인 굴착면 보강 숏크리트를 타설하고 지압판을 대고 너트를 체결하는 단계로 이루어진 것을 특징으로 한다.
Abstract translation: 本发明涉及一种用于加强支柱部分以使得相邻构造的两个或更多个隧道之间的地面用作支柱部分的方法和挖掘方法。 该方法的特征在于包括以下步骤：首先挖掘与具有给定空间的第二隧道平行形成的第一隧道的前部; 将形成在第一隧道的侧壁中的多个加强杆插入和灌浆成为第一隧道和第二隧道之间的支柱部分，加强杆穿透柱部分的未被部分（12）进入 第二隧道侧，以便在挖掘第二隧道时露出; 通过挖掘所述第二隧道而暴露在所述加强杆（20'）上的铸造表面强化喷浆混合物形成板结构（40），所述板结构（40）由螺母放置并固定到所述板结构上; 和通过在第一隧道侧挖掘柱部的挖掘部分（12）而暴露的加强杆，以形成板结构（40），板结构（40）由螺母放置并固定到其上 。
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公开(公告)号：WO2006081214A3
公开(公告)日：2008-09-25
申请号：PCT/US2006002364
申请日：2006-01-23
Applicant: UNIV MAINE SYS BOARD TRUSTEES , DAGHER HABIB J , LANDIS ERIC N , EL CHITI IMAD W
Inventor： DAGHER HABIB J , LANDIS ERIC N , EL CHITI IMAD W
CPC classification number: E02D29/05 , E04B1/168 , E04B1/3205 , E21D11/10 , E21D11/18 , E21D15/483
Abstract: A rapidly-erectable lightweight load resisting system for the construction of buried arched bridges, tunnels, underground bunkers or storage facilities, and hangars has a plurality of lightweight arched hollow tubular support members which are formed of a fiber reinforced polymer material and are substantially oriented in a vertical plane. The lightweight tubular support members are connected by at least one or more lateral force resisting members which are positioned in a direction perpendicular to the vertical plane of the tubular support members, and which are capable of transferring vertical loads to the tubular support members and of providing lateral-load capacity to the load resisting system. The tubular support members are fitted with one or more holes near the top which allows them to be filled with a suitable material to provide additional strength or stiffness.
Abstract translation: 用于建造埋弧拱桥，隧道，地下掩体或储存设施和机棚的快速可直接轻量级承载系统具有多个轻质的拱形中空管状支撑构件，其由纤维增强聚合物材料形成，并且基本上定向于 垂直平面 轻质管状支撑构件通过至少一个或多个横向阻力构件连接，所述至少一个或多个横向阻力构件沿垂直于管状支撑构件的垂直平面的方向定位，并且能够将垂直载荷传递到管状支撑构件并提供 横向承载能力承载体系。 管状支撑构件在顶部附近装有一个或多个孔，这允许它们填充合适的材料以提供附加的强度或刚度。
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公开(公告)号：WO2015179883A3
公开(公告)日：2016-04-28
申请号：PCT/ZA2015000033
申请日：2015-05-07
Applicant: ELBROC MINING PRODUCTS PTY LTD
Inventor： ROACH GRANT , CHALMERS GRAEME
IPC: E21D11/18
CPC classification number: E21D11/18 , E21D11/183 , E21D21/006 , E21D21/02
Abstract: A support arrangement for a tunnel including a plurality of spaced arches 26A,26B..., each having a curved overhead section, interconnected to each other by means of bracing structures 42, which are supported on two respective legs 50,52 which are each engaged with yielding ground-engaging supports 54.
Abstract translation: 一种用于隧道的支撑装置，其包括多个隔开的拱形部分26A，26B，每个具有弯曲的顶部部分，通过支撑结构42彼此互连，支撑结构42支撑在两个相应的支脚50,52上 接合以产生接地支撑件54。
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公开(公告)号：WO00039434A1
公开(公告)日：2000-07-06
申请号：PCT/DE1999/003902
申请日：1999-12-07
CPC classification number: E21D9/08 , E21D9/1053 , E21D11/105 , E21D11/18
Abstract: Disclosed are methods and devices for constructing tunnels. A slot cutter for cutting a slit (105) is provided with a tool at the front. Said tool is used for removing material. The slot cutter is also provided with a removal device (231-234) behind said tool. Said removal device can be used for removing material. The working method of the inventive device can be synchronised with apparatuses which excavate material. The slit is at least partially filled with concrete and the material is excavated. A supporting device (400) can then be used until the concrete has definitely hardened. A digging device can be mounted on a moveable frame.
Abstract translation: 对于隧道指定的方法和装置。 的槽铣刀在前端铣削的狭槽（105）具有用于在和后面的去除装置（231-234）可以与所述材料被移除的材料去除的工具。 所述装置的操作可与材料去除装置来同步。 所述槽被填充之后用混凝土，至少部分地，并且去除的材料，可以使用的支撑装置（400），直到混凝土永久硬化。 甲Abgrabvorrichtung可以安装在移动框架上。
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公开(公告)号：WO2013110104A2
公开(公告)日：2013-08-01
申请号：PCT/AT2013000011
申请日：2013-01-24
Applicant: SANDVIK MINING & CONSTR OY
Inventor： WELS FRANZ , PIRKER BERND
CPC classification number: E21D11/40 , E21C27/24 , E21D9/10 , E21D9/102 , E21D11/18 , E21D11/403 , E21D19/00 , E21D19/04 , E21D20/003
Abstract: 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.
Abstract translation: 在一个标题或萃取机可动全面上工作面上，布置在悬臂（2）切削工具（4）和在携带巷道支撑装置的平台（10）的机器纵向方向上的移动，所述距离扩展装置包括一个支撑操纵器（13）和支撑装置（ 40）和锚定钻孔和定位装置（14），其中，所述锚固镗孔和设置装置（14）被安装在停靠位置与操作位置之间枢转（在可移动平台10）和所述支撑操纵器（13）和所述支撑装置（ 包括40）包括伸缩和旋转（在可动平台上的高度方向装10）臂（16），其中，在一个预定的固定支撑操纵器（13）和所述支撑装置（40）和所述锚定钻孔和设定装置（14） 彼此可动平台（10）上的距离被安装和（与可动平台一起 10）在缩回位置和一个向前移位位置之间移动。
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Patent Agency Ranking
公开(公告)号：WO2011128769A3
公开(公告)日：2012-01-12
申请号：PCT/IB2011000836
申请日：2011-04-15
Applicant: GRAF FERNANDEZ RODRIGO
Inventor： GRAF FERNANDEZ RODRIGO
IPC: E04H1/00
CPC classification number: E04B1/3205 , E01D15/127 , E04B1/3441 , E04B7/08 , E04B2001/34884 , E04C3/005 , E04C3/40 , E21D11/18
Abstract: A structure for a construction, a system and method thereof, the structure configured to move between a folded position and an extended position. The structure comprises a folding structure unit with a first end and a second end, the first end being co-lineal with the second end when the structure is in an extended position, a first coupling and folding device between the first end and the second end, an actuating device connected from the first end to the second end, a first rod between the first end and the first coupling and folding device and a second rod between the second end and the first coupling and folding device. The actuating device and the coupling and folding device are configured to move the structure from a folded position to an extended position and from an extended position to a folded position.
Abstract translation: 一种用于结构的结构，其系统和方法，该结构构造成在折叠位置和延伸位置之间移动。 所述结构包括具有第一端和第二端的折叠结构单元，当所述结构处于伸出位置时，所述第一端与所述第二端共线;在所述第一端和所述第二端之间的第一联接和折叠装置 ，从所述第一端连接到所述第二端的致动装置，在所述第一端和所述第一联接和折叠装置之间的第一杆和在所述第二端和所述第一联接和折叠装置之间的第二杆。 致动装置和联接和折叠装置构造成将结构从折叠位置移动到延伸位置并且从延伸位置移动到折叠位置。
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公开(公告)号：WO2011092331A3
公开(公告)日：2011-09-29
申请号：PCT/EP2011051324
申请日：2011-01-31
Applicant: ELAS GEOTECNICA SRL , BONOMI CRISTIANO , FRULLANI ANTONIO
Inventor： BONOMI CRISTIANO , FRULLANI ANTONIO
Abstract: The present invention relates to a rib (1) for supporting and reinforcing an excavation. The invention also relates to a structure and to a method for supporting and reinforcing an excavation. The rib (1) according to the invention comprises at least a structural element (5A) provided with a tubular body (6), preferably with a circular cross section, which defines an inner cavity (9A) adapted to be completely filled with concrete after installation of the rib. The structural element is provided with a filling device (7) operatively couplable to concrete injection means.
Abstract translation: 本发明涉及一种用于支撑和加强挖掘的肋（1）。 本发明还涉及用于支撑和加强挖掘的结构和方法。 根据本发明的肋（1）至少包括具有管状体（6）的结构元件（5A），优选具有圆形横截面，其限定适于在完全填充混凝土之后完全填充混凝土的内腔（9A） 安装肋骨。 结构元件设置有可操作地联接到混凝土注射装置的填充装置（7）。
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公开(公告)号：WO2011021942A1
公开(公告)日：2011-02-24
申请号：PCT/NO2010/000308
申请日：2010-08-17
Applicant: VÖLSTAD, Ove Charles
Inventor： VÖLSTAD, Ove Charles
CPC classification number: E04B1/3205 , E04B2001/327 , E04B2001/3294 , E04G21/1841 , E04G21/1866 , E21D11/18
Abstract: Device for erecting an arch construction comprising a number of similar jigs (13) which are adapted to be attached to one another with longitudinal stiffening bars (12) in a direction denoted the longitudinal direction, said jigs being mainly symmetrical around a vertical plane extending in the longitudinal direction and comprising sections or legs (3, 4) which are joined together by joints (6, 7, 8). The device further comprises a in the longitudinal direction separable support structure (10, 11) which is arranged to be supported by the jigs, while at least one of the legs is length adjustable and at least one joint (6, 7, 8) at each side of the length adjustable leg is pivotal. A method for erecting an arch structure with the device is also envisaged.
Abstract translation: 用于架设拱形结构的装置，包括多个相似的夹具（13），所述夹具适于在沿着纵向方向的方向上彼此附接到纵向加强杆（12），所述夹具主要围绕垂直平面延伸 纵向并且包括通过接头（6,7,8）连接在一起的部分或腿部（3,4）。 该装置还包括一个纵向可分离的支撑结构（10,11），该支撑结构被布置成由夹具支撑，而至少一个腿是长度可调节的，并且至少一个接头（6,7,8）位于 长度可调节腿的每一侧都是关键的。 还设想了使用该装置架设拱形结构的方法。
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公开(公告)号：WO2019006896A1
公开(公告)日：2019-01-10
申请号：PCT/CN2017/103872
申请日：2017-09-28
Applicant: 山东大学
CPC classification number: E21D11/003 , E21D11/10 , E21D11/18 , E21D20/00 , G01B11/16
Abstract: 公开了一种刚柔耦合的隧道监测支护综合体系与方法。体系包括若干并行的支护拱架，支护拱架包括多个依次连接的刚性支护单元（1），刚性支护单元外侧设置有柔性合成材料垫层（2），柔性合成材料垫层外侧设置有初次混凝土支护层（10），刚性支护单元内侧设置有二次混凝土喷射层（14），刚性支护单元、柔性合成材料垫层和初次混凝土支护层形成整体支护体系；柔性合成材料垫层内埋设有分布式光纤（3）和测量装置（13），实现隧道整个断面围岩变形的实时监测。该体系和方法能够解决现有隧道支护体系无法有效、合理、经济控制围岩变形以及断面围岩无法简便、精确、实时监测的问题。
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公开(公告)号：WO2016128740A1
公开(公告)日：2016-08-18
申请号：PCT/GB2016/050310
申请日：2016-02-10
Applicant: LUSHER, Mark
Inventor： LUSHER, Mark
Abstract: A modular man-entry tunnel lining system for a tunnel having a manhole access and an elongate tunnel inside surface, the system at least comprising: a plurality of sets of pre-formed radial liner sections; a plurality of elongate liner section supports; and a plurality of tensioners; wherein all of the radial liner sections, liner section supports and tensioners are transportable through the manhole access, and each set of the radial liner sections can assemble to form a length of a liner around at least a portion of the inside surface of the tunnel, and the sets of radial liner sections are supported by the elongate support sections and tensioned in place by the tensioners.
Abstract translation: 一种用于隧道的模块化进入隧道衬砌系统，其具有井下通道和内表面的细长隧道，所述系统至少包括：多组预先形成的径向衬里部分; 多个细长衬里部分支撑件; 和多个张紧器; 其中所有的径向衬里部分，衬里部分支撑件和张紧器可通过人孔进入运输，并且每组径向衬里部分可以组装以在隧道的内表面的至少一部分周围形成衬垫的长度， 并且所述一组径向衬垫部分由细长的支撑部分支撑并且由张紧器张紧就位。
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