公开(公告)号：WO2016000945A1

公开(公告)日：2016-01-07

申请号：PCT/EP2015/063392

申请日：2015-06-16

Applicant: SANDVIK INTELLECTUAL PROPERTY AB

Inventor： STEC, Jan ,  SOCHA, Marek

IPC: E21D11/40 ,  E21C27/24

CPC classification number: E21D11/403 ,  E21C25/10 ,  E21C27/24 ,  E21D11/18

Abstract: Apparatus to install structural supports in a mine tunnel. The apparatus is conveniently mountable on a mining machine having a cutting head (105) mounted at one end of a boom. An extendable and slewing manipulator arm (110) is mounted on a support platform that is slidable in the axial forward and rearward direction and comprises a grasping device to hold the structural supports (111) in a plurality of different positions.

Abstract translation: 在矿井隧道内安装结构支架的装置。 该设备方便地安装在具有安装在吊杆一端的切割头（105）的采矿机上。 可延伸和回转的操纵臂（110）安装在可在轴向前后方向上滑动的支撑平台上，并且包括用于将结构支撑件（111）保持在多个不同位置的把持装置。

公开(公告)号：WO2011092331A2

公开(公告)日：2011-08-04

申请号：PCT/EP2011/051324

申请日：2011-01-31

Applicant: ELAS GEOTECNICA S.R.L. ,  BONOMI, Cristiano ,  FRULLANI, Antonio

Inventor： BONOMI, Cristiano ,  FRULLANI, Antonio

IPC: E21D11/18 ,  E21D11/28 ,  E21D11/30

CPC classification number: E21D11/28 ,  E21D11/18 ,  E21D11/24 ,  E21D11/30

Abstract: The present invention relates to a rib 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 according to the invention comprises at least a structural element provided with a tubular body, preferably with a circular cross section, which defines an inner cavity adapted to be completely filled with concrete after installation of the rib. The structural element is provided with a filling device 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。 本发明还涉及用于支撑和加强挖掘的结构和方法。 根据本发明的肋包括至少一个设置有管状体的结构元件，优选具有圆形横截面，其限定了在安装肋之后适于完全填充混凝土的内腔。 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。

公开(公告)号：WO1986004952A1

公开(公告)日：1986-08-28

申请号：PCT/GB1986000094

申请日：1986-02-21

Applicant: ALLAN HILTON LIMITED ,  HILTON, Allan, Richard

Inventor： ALLAN HILTON LIMITED

IPC: E21D11/15

CPC classification number: E21D11/18 ,  E21D11/15

Abstract: An underground roadway support comprises interconnected side-by-side arch sections (20, 21, 22) each constituted by a plurality of interconnected panels (23, 24, 25). Each panel comprises a plurality of arch sections butted and coupled together, the panel being of rectangular configuration and having on two opposed sides formations adapted movably or adjustably to engage complementary formations on corresponding panels of adjacent arch sections to provide mechanically flexible connections therebetween. The formation on one side of a panel is a channel (31) open outwards of the panel, while the formation on the other side of the same channel is a box section (32) adapted to engage within a channel formation of an adjacent panel to form, in effect, a knuckle joint thus to permit joined panels, and consequently joined arch sections, to accommodate earth strata irregularities or variations.

公开(公告)号：WO2017143232A2

公开(公告)日：2017-08-24

申请号：PCT/US2017/018437

申请日：2017-02-17

Applicant: REGENTS OF THE UNIVERSITY OF CALIFORNIA

Inventor： HONG, Dennis, W. ,  HOOKS, Joshua, R.

IPC: E21D9/00 ,  E21D9/10 ,  E02F5/18

CPC classification number: E21D11/18 ,  E21B44/00 ,  E21D9/10 ,  E21D9/12 ,  E21D9/124 ,  E21D11/40

Abstract: A robotic drilling system for creating tunnels and conduits is disclosed. The robotic drilling system can include a drill module, a frame module, and/or a shuttle module. The drill module can include a drill and is used to drill into a material to create a void that is the volume of an uncompressed frame module. Frame modules can support the sides of a conduit created by the drill module. Frame modules can be inserted into a conduit in a compressed state and are moved through uncompressed frame modules into a void. A frame module can then be expanded into an uncompressed state that supports the walls of the void. In many embodiments, a shuttle module is used to move the frame modules into position. The shuttle module can also be used to remove shredded material created by drilling by the drill module.

Abstract translation: 公开了一种用于创建隧道和管道的机器人钻井系统。 机器人钻孔系统可以包括钻孔模块，框架模块和/或穿梭模块。 钻孔模块可以包括钻孔器并用于钻入材料中以创建空隙，该空隙是未压缩的框架模块的体积。 框架模块可以支撑钻孔模块创建的导管的侧面。 框架模块可以以压缩状态插入导管，并通过未压缩的框架模块移动到空隙中。 然后可以将框架模块展开成支撑空隙壁的未压缩状态。 在许多实施例中，往复模块用于将框架模块移动到位。 穿梭模块也可以用来去除由钻孔模块钻孔产生的撕碎材料。

公开(公告)号：WO2017047984A1

公开(公告)日：2017-03-23

申请号：PCT/KR2016/010102

申请日：2016-09-08

Applicant: 한국건설기술연구원 ,  주식회사 티에스테크

Inventor： 마상준

IPC: E21D11/14 ,  E21D11/18 ,  E21D11/22 ,  E21D11/10

CPC classification number: E21D11/10 ,  E21D11/14 ,  E21D11/18 ,  E21D11/22

Abstract: 본 발명은 길이조정이 가능한 강관 지보재와 이를 충진ㆍ강성이 강화된 CFT 강관 지보재에 의해 강지보공의 2원화 설치시스템에 관한 것으로 천정 크라운(Crown)(C)의 수평길이 확장부(L)에서 수평길이 조정관(P)에 의해 아치형상부 반단면 강관 지보재의 수평 길이가 확장ㆍ조정되도록 함으로써 과굴이 발생된 터널 지반과, 그리고 과굴 쪽으로 수평 이동된 아치형상부 반단면 강관 지보재와의 사이간격이 최소화되도록 함에 주된 목적이 있고, 수평 길이의 확장ㆍ조정에 의해 아치형상부 반단면 강관 지보재가 터널지반 쪽으로 수평 이동됨으로써 지반과 아치형상부 반단면 강관 지보재의 과굴 간격이 최소화될 뿐만 아니라 여기에 타설될 고가의 숏크리트 양도 최소화되어 경제적인 터널시공이 되는 유용한 발명이다.

Abstract translation: 本发明涉及一种具有可调节长度的钢管梁，以及一种用于使用刚性增强的CFT钢管梁填充在其中的钢隧道支架的双重安装系统。 本发明的主要目的是通过扩展和调整来实现将发生过度破裂的隧道基础与拱形部分的半剖面钢管梁之间的间隙最小化， 通过水平长度调节管（P）在拱形部分的半部钢管梁的水平长度延伸天花板顶盖（C）的部分（L）的水平长度。 本发明是有用的，因为拱形部分的半截面钢管梁通过延伸和其水平长度的调节水平地移动到隧道基础，使得基座和半部分之间的断裂间隙 拱形部分的钢管梁最小化，并且要将浇注在其中的昂贵的喷浆混合物的量也最小化，使得隧道结构可以是经济的。

公开(公告)号：WO2015186028A3

公开(公告)日：2016-03-10

申请号：PCT/IB2015054022

申请日：2015-05-28

Applicant: ELAS GEOTECNICA SRL

Inventor： BONOMI CRISTIANO ,  CULLACIATI ALFREDO

IPC: E21D11/28 ,  E21D11/30

CPC classification number: E21D11/28 ,  E21D11/18 ,  E21D11/20 ,  E21D11/30 ,  E21D13/00

Abstract: A rib for supporting and consolidating an excavation comprises at least a first structural element (5A) and at least one connection element (10) for connecting the said structural element (5A) of the said rib to a corresponding connection element (10') of an adjacent rib (1'), the said connection element (10) being capable of engaging through translatory motion with the said corresponding connection element (10') of the adjacent rib.

Abstract translation: 用于支撑和固结挖掘的肋条至少包括第一结构元件（5A）和用于将所述肋的所述结构元件（5A）连接到相应的连接元件（10'）的至少一个连接元件（10） 相邻的肋（1'），所述连接元件（10）能够通过平移运动与相邻肋的所述相应的连接元件（10'）接合。

公开(公告)号：WO2015186028A2

公开(公告)日：2015-12-10

申请号：PCT/IB2015/054022

申请日：2015-05-28

Applicant: ELAS GEOTECNICA S.R.L.

Inventor： BONOMI, Cristiano ,  CULLACIATI, Alfredo

CPC classification number: E21D11/28 ,  E21D11/18 ,  E21D11/20 ,  E21D11/30 ,  E21D13/00

Abstract: A rib for supporting and consolidating an excavation comprises at least a first structural element (5A) and at least one connection element (10) for connecting the said structural element (5A) of the said rib to a corresponding connection element (10') of an adjacent rib (1'), the said connection element (10) being capable of engaging through translatory motion with the said corresponding connection element (10') of the adjacent rib.

Abstract translation: 用于支撑和固结挖掘的肋条至少包括第一结构元件（5A）和用于将所述肋骨的所述结构元件（5A）连接到相应的连接元件（10'）的至少一个连接元件（10） 相邻的肋（1'），所述连接元件（10）能够通过平移运动与相邻肋的所述相应的连接元件（10'）接合。

公开(公告)号：WO2015179883A2

公开(公告)日：2015-11-26

申请号：PCT/ZA2015/000033

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, each having a curved overhead section, interconnected to each other by means of bracing structures, which are supported on two respective legs which are each engaged with yielding ground-engaging supports.

Abstract translation: 用于隧道的支撑装置包括多个间隔开的拱形构件，每个拱顶具有弯曲的顶部部分，通过支撑结构相互互连，支撑结构被支撑在两个相应的支腿上，每个支腿均与屈曲的地面接合支撑件接合。

公开(公告)号：WO2015142017A1

公开(公告)日：2015-09-24

申请号：PCT/KR2015/002542

申请日：2015-03-17

Applicant: 한국건설기술연구원

Inventor： 마상준

IPC: E21D11/18 ,  E02D29/045

CPC classification number: E02D29/045 ,  E21D11/04 ,  E21D11/18

Abstract: 터널 시공시 사용되는 강지보재를 콘크리트 충전강관(CFT) 구조로 형성하여 터널 굴착면에 설치함으로써 기존의 격자지보재에 비해 강성을 높일 수 있고, 가벼운 중량으로 인해 터널 막장에서 시공성을 향상시킬 수 있으며, 또한, 터널 굴착면과 콘크리트 충전강관 후면부 공간에 숏크리트를 타설할 때 리바운드량을 감소시킬 수 있고, 공간 미충전 가능성을 매우 낮출 수 있으며, 또한, 공동을 발생하지 않기 때문에 콘크리트 충전강관과 숏크리트를 완벽하게 일체화시킬 수 있다.

Abstract translation: 在构造隧道时使用的钢筋形成为具有混凝土填充钢管（CFT）结构并且安装在隧道开挖面上，从而与现有的格栅梁相比提高刚度并提高隧道面的构造性 由于重量轻。 此外，当将喷浆混合物放置在隧道挖掘面上并进入混凝土填充钢管的后部的空间时，钢肋可以减少回弹量，大大降低了具有未填充空间的可能性，并且完全整合 混凝土填充钢管和喷浆混凝土由于钢肋不产生空腔。

公开(公告)号：WO2011128769A2

公开(公告)日：2011-10-20

申请号：PCT/IB2011/000836

申请日：2011-04-15

Applicant: GRAF FERNANDEZ, Rodrigo

Inventor： GRAF FERNANDEZ, Rodrigo

IPC: E04H12/18 ,  E04B1/344 ,  E04B1/34

CPC classification number: E04B1/3205 ,  E01D15/127 ,  E04B1/3441 ,  E04B7/08 ,  E04B2001/34884 ,  E04C3/005 ,  E04C3/40 ,  E21D11/18

Abstract: A roof, ceiling, dome, bridge, tunnel or similar structure for a construction, a system and method thereof, the structure configured to move between a folded position and an extended position, the structure comprising 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, and wherein the actuating device and the coupling and folding device are configured to move the transportable and foldable structure from a folded position to an extended position and from an extended position to a folded position. A plurality of structures may be co-lineally connected between themselves. A plurality of structures may be connected in a parallel manner between themselves. A plurality of structures may be perpendicularly connected between themselves. Connection devices are also disclosed.

Abstract translation: 用于结构的屋顶，天花板，圆顶，桥，隧道或类似结构，其系统和方法，所述结构被配置为在折叠位置和延伸位置之间移动，所述结构包括折叠结构单元，所述折叠结构单元具有第一端和 第二端，当结构处于延伸位置时，第一端与第二端共线，在第一端和第二端之间的第一联接和折叠装置，从第一端连接到第二端的致动装置 ，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，并且其中所述致动装置和所述联接和折叠装置被配置成移动所述可运输和可折叠 结构从折叠位置到延伸位置，并且从延伸位置到折叠位置。 多个结构可以在它们之间共线连接。 多个结构可以以它们之间的平行方式连接。 多个结构可以在它们之间垂直连接。 还公开了连接装置。