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21. 发明申请

WO2011092331A3 RIB FOR SUPPORTING AND REINFORCING AN EXCAVATION 审中-公开
标题翻译： RIB支持和加强挖掘
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
申请人： ELAS GEOTECNICA SRL , BONOMI CRISTIANO , FRULLANI ANTONIO
发明人： BONOMI CRISTIANO , FRULLANI ANTONIO
IPC分类号： E21D11/18 , E21D11/28 , E21D11/30
CPC分类号： E21D11/28 , E21D11/18 , E21D11/24 , E21D11/30
摘要： 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.
摘要翻译：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）。

22. 发明公开

EP2354447A1 Rib for supporting and reinforcing an excavation 有权转让
标题翻译：与弧形支持和增强的组件的方法
公开(公告)号：EP2354447A1
公开(公告)日：2011-08-10
申请号：EP10425019.6
申请日：2010-01-29
申请人： Elas Geotecnica S.r.l.
发明人： Cristiano, Bonomi , Antonio, Frullani
IPC分类号： E21D11/18 , E21D11/28 , E21D11/30
CPC分类号： E21D11/28 , E21D11/18 , E21D11/24 , E21D11/30
摘要： 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 (C), preferably with a circular cross section, which defines an inner cavity (9A) adapted to be completely filled with concrete after installation of the rib (1). The structural element (5A) is provided with a filling device (7) operatively couplable to concrete injection means.

23. 发明公开

EP2843189A4 SELF-MOVING TUNNEL SUPPORT CANOPY 有权
标题翻译： SELBSTBEWEGENDESTUNNELSTÜTZDACH
公开(公告)号：EP2843189A4
公开(公告)日：2016-03-16
申请号：EP12875038
申请日：2012-06-26
申请人： LI XINBIN
发明人： LI XINBIN
IPC分类号： E21D23/00 , E21D11/18
CPC分类号： E21D9/0621 , E21D11/10 , E21D11/28 , E21D11/30 , E21D11/40 , E21D15/14 , E21D23/0086 , E21D23/03 , E21D23/04 , E21D23/0427 , E21D23/06 , E21D23/08 , E21D23/16
摘要： The present invention discloses a self-moving tunnel support canopy, comprising a front arch frame, a rear arch frame, a forward jack, and a support jack; wherein: the front arch frame comprises more than three front longitudinal beams and more than three front arch beams, all the front longitudinal beams being longitudinally disposed along arch upper surfaces of the front arch beams, each of the front longitudinal beams being coupled to all the front arch beams, the support jack being disposed at a lower part of the front arch frame; the rear arch frame comprises more than three rear longitudinal beams and more than three rear arch beams, all the rear longitudinal beams being longitudinally disposed along arch upper surfaces of the rear arch beams, each of the rear longitudinal beams being coupled to all the rear arch beams, the support jack being disposed at a lower part of the rear arch frame, the front longitudinal beams and the rear arch beams being spacedly disposed, and a spacing being configured between the front arch beam and a front-adjacent rear arch beam; and one end of the forward jack is coupled to the front arch frame, and the other end of the forward jack is coupled to the rear arch frame, the front arch beam and the rear arch beam being both arch-shaped beams. The device according to the present invention is time and manpower saving, and safe and reliable.
摘要翻译：本发明公开了一种自动移动隧道支护罩，包括前拱架，后拱架，前进千斤顶和支撑千斤顶; 其中：前拱形框架包括多于三个前纵梁和多于三个前拱梁，所有前纵梁均沿着前拱梁的拱形上表面沿纵向布置，每个前纵梁与所有前拱梁，支撑千斤顶设置在前拱架的下部; 后拱架包括多于三个后纵梁和多于三个后拱梁，所有后纵梁沿着后拱梁的拱形上表面纵向设置，每个后纵梁联接到所有后拱所述支撑千斤顶设置在所述后拱架的下部，所述前纵梁和所述后拱梁间隔设置，并且间隔构造在所述前拱梁和前相邻的后拱梁之间; 并且前进千斤顶的一端连接到前拱架，并且前进千斤顶的另一端联接到后拱形框架，前拱梁和后拱梁都是拱形梁。根据本发明的装置是节省时间和人力，安全可靠的。

24. 发明公开

EP0040096A1 Yieldable support element 失效
标题翻译： NachgiebigesStützelement。
公开(公告)号：EP0040096A1
公开(公告)日：1981-11-18
申请号：EP81302103.7
申请日：1981-05-12
申请人： AMCO FINANZ AG
发明人： Dawson, Gordon Bertram
IPC分类号： E21D11/30 , E21D11/18 , E21D15/18
CPC分类号： E21D11/30 , E21D11/183 , E21D15/18
摘要： A yieldable support element particularly for supporting the ends of mine roof support girders.The support element (2) allowing controlled movement ofthe support girder when the load reaches a level above which damage could occur, and comprising a hollow tubular housing (3) surrounding the end of the girder and containing a block (4) of foamed concrete or similar material which supports the girder. The compressive strength of the foam concrete determines the yield pressure for the support element.
摘要翻译：一种可屈服的支撑元件，特别用于支撑矿顶支撑梁的端部。所述支撑元件（2）允许所述支撑梁在所述负载达到高于可能发生损坏的水平面的情况下被控制地移动，并且包括围绕所述梁的端部并且包含泡沫混凝土块（4）的中空管状壳体（3）或支撑梁的类似材料。泡沫混凝土的抗压强度决定了支撑元件的屈服压力。

25. 发明授权

EP2843189B1 SELF-MOVING TUNNEL SUPPORT CANOPY 有权
标题翻译：自行车隧道支撑座
公开(公告)号：EP2843189B1
公开(公告)日：2017-12-13
申请号：EP12875038.7
申请日：2012-06-26
申请人： Li, Xinbin
发明人： Li, Xinbin
IPC分类号： E21D23/00 , E21D11/18
CPC分类号： E21D9/0621 , E21D11/10 , E21D11/28 , E21D11/30 , E21D11/40 , E21D15/14 , E21D23/0086 , E21D23/03 , E21D23/04 , E21D23/0427 , E21D23/06 , E21D23/08 , E21D23/16
摘要： The present invention discloses a self-moving tunnel support canopy, comprising a front arch frame, a rear arch frame, a forward jack, and a support jack; wherein: the front arch frame comprises more than three front longitudinal beams and more than three front arch beams, all the front longitudinal beams being longitudinally disposed along arch upper surfaces of the front arch beams, each of the front longitudinal beams being coupled to all the front arch beams, the support jack being disposed at a lower part of the front arch frame; the rear arch frame comprises more than three rear longitudinal beams and more than three rear arch beams, all the rear longitudinal beams being longitudinally disposed along arch upper surfaces of the rear arch beams, each of the rear longitudinal beams being coupled to all the rear arch beams, the support jack being disposed at a lower part of the rear arch frame, the front longitudinal beams and the rear arch beams being spacedly disposed, and a spacing being configured between the front arch beam and a front-adjacent rear arch beam; and one end of the forward jack is coupled to the front arch frame, and the other end of the forward jack is coupled to the rear arch frame, the front arch beam and the rear arch beam being both arch-shaped beams. The device according to the present invention is time and manpower saving, and safe and reliable.

26. 发明公开

EP2723987A2 A METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD 审中-公开
标题翻译：用于生产中使用的隧道性能和结构元素在此方法
公开(公告)号：EP2723987A2
公开(公告)日：2014-04-30
申请号：EP12737622.6
申请日：2012-06-21
申请人： Stabinor AS
发明人： DALEGÅRDEN, Torbjørn
IPC分类号： E21D11/00 , E21D11/08 , E21D11/30 , E21D11/38 , E21D11/40 , E21D11/10 , E21F16/02
CPC分类号： E21D11/083 , E21D9/00 , E21D11/04 , E21D11/08 , E21D11/102 , E21D11/30 , E21D11/38 , E21D11/385 , E21D11/386 , E21D11/40 , E21F16/02
摘要： A method and a structural element for the construction of a directionally flexible and watertight tunnel lining (1) or tunnel course (1), the method using pre-fabricated elements of concrete or sandwich structure (3, 4, 5; 73;73'). Interspace between such elements and extending transversely of the direction of the tunnel course or tunnel lining receives an interspace cast (14) using an outer flexible formwork (2) in the form of skirts (2', 2'') attached to the outside of the elements (3, 4, 5; 73, 73'), and which through interconnection (11) thereof form a flexible, "bag-like" formwork (2) on the outside of the elements (3, 4, 5;73, 73'). Together with conventional formwork (12) on the inside of the elements (3, 4, 5;73, 73') there is formed a defined cavity (13) which can be filled with injectable mass of concrete. After the concrete has hardened it will provide support to the installed elements (3,4, 5; 73, 73') as well as providing support relative to exposed surface portion of rock surface (10). The elements (3, 4, 5; 73, 73') can be provided on the outside with a membrane (17). Further, the elements can be provided with injection paths (16) in order to at any time establish a completely watertight tunnel lining (1).

27. 发明授权

EP0116303B1 Als Gitterträger ausgebildeter Kalottenfussbalken 失效
标题翻译：隧道隧道
公开(公告)号：EP0116303B1
公开(公告)日：1986-07-23
申请号：EP84100336.1
申请日：1984-01-13
申请人： Tunnel Ausbau Technik GmbH
发明人： Seiz, Rudolf, Dipl.-Ing.
IPC分类号： E21D11/14
CPC分类号： E21D11/30 , E21D11/107

28. 发明申请

WO2013159448A1 一种隧道自移支撑棚审中-公开
公开(公告)号：WO2013159448A1
公开(公告)日：2013-10-31
申请号：PCT/CN2012/077530
申请日：2012-06-26
申请人：李信斌
发明人：李信斌
IPC分类号： E21D23/04 , E21D23/06 , E21D23/16 , E21D11/10
CPC分类号： E21D9/0621 , E21D11/10 , E21D11/28 , E21D11/30 , E21D11/40 , E21D15/14 , E21D23/0086 , E21D23/03 , E21D23/04 , E21D23/0427 , E21D23/06 , E21D23/08 , E21D23/16
摘要：一种隧道自移支撑棚包括前拱架（1）、后拱架（2）、前移千斤顶（3）和支撑千斤顶（4），前拱架（1）包括三个以上前纵梁（10）和三个以上的前拱梁（11），所有的前纵梁（10）沿着前拱梁（11）的拱形上表面纵向设置，每一个前纵梁（10）连接所有的前拱梁（11），前拱架（1）下方设有支撑千斤顶（4）；后拱架（2）包括三个以上后纵梁（20）和三个以上的后拱梁（21），所有的后纵梁（20）沿着后拱梁（21）的拱形上表面纵向设置，每一个后纵梁（20）连接所有的后拱梁（21），后拱架（2）下方设有支撑千斤顶（4）；前纵梁（10）与后纵梁（20）间隔设置，前拱梁（11）与前方相邻的后拱梁（21）之间设有间距；前移千斤顶（3）一端连接前拱架（1），前移千斤顶（3）另一端连接后拱架（2），前拱梁（11）与后拱梁（21）均为拱形梁。采用该隧道自移支撑棚省时省力，安全可靠。

29. 发明申请

WO2012177143A3 A METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD 审中-公开
标题翻译：隧道工程施工方法及方法使用的结构单元
公开(公告)号：WO2012177143A3
公开(公告)日：2013-10-10
申请号：PCT/NO2012050112
申请日：2012-06-21
申请人： STABINOR AS , DALEGAARDEN TORBJOERN
发明人： DALEGAARDEN TORBJOERN
IPC分类号： E21D11/00 , E21D11/08 , E21D11/10 , E21D11/30 , E21D11/38 , E21D11/40 , E21F16/02
CPC分类号： E21D11/083 , E21D9/00 , E21D11/04 , E21D11/08 , E21D11/102 , E21D11/30 , E21D11/38 , E21D11/385 , E21D11/386 , E21D11/40 , E21F16/02
摘要： A method and a structural element for the construction of a directionally flexible and watertight tunnel lining (1) or tunnel course (1), the method using pre-fabricated elements of concrete or sandwich structure (3, 4, 5; 73;73'). Interspace between such elements and extending transversely of the direction of the tunnel course or tunnel lining receives an interspace cast (14) using an outer flexible formwork (2) in the form of skirts (2', 2") attached to the outside of the elements (3, 4, 5; 73, 73'), and which through interconnection (11) thereof form a flexible, "bag-like" formwork (2) on the outside of the elements (3, 4, 5; 73, 73'). Together with conventional formwork (12) on the inside of the elements (3, 4, 5; 73, 73') there is formed a defined cavity (13) which can be filled with injectable mass of concrete. After the concrete has hardened it will provide support to the installed elements (3, 4, 5; 73, 73') as well as providing support relative to exposed surface portion of rock surface (10). The elements (3, 4, 5; 73, 73') can be provided on the outside with a membrane (17). Further, the elements can be provided with injection paths (16) in order to at any time establish a completely watertight tunnel lining (1).
摘要翻译：一种用于构造定向柔性和水密隧道衬砌（1）或隧道路线（1）的方法和结构元件，该方法采用混凝土或三明治结构的预制构件（3,4,5; 73; 73' ）。这些元件之间的间隙和横向于隧道过程或隧道衬砌的方向延伸的间隙使用以裙部（2'，2“）的形式的外部柔性模板（2）接收间隙铸件（14），所述外部柔性模板（2）元件（3,4,5; 73,73'），并且其通过互连件（11）在元件（3,4,5,53,73'）的外侧上形成柔性的“袋状”模板（2）与传统的模板（12）一起，在元件（3,4,5,73'）的内侧形成一个可以注入混凝土块的空腔（13），之后混凝土已经硬化，它将为安装的元件（3,4,5; 73,73'）提供支撑，并且相对于岩石表面（10）的暴露的表面部分提供支撑，元件（3,4,5,73'），73'）可以在外部设置有膜（17），此外，元件可以设置有注入路径（16），以便在任何时候建立完全不透水的隧道 ining（1）。

30. 发明申请

WO2012177143A2 A METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD 审中-公开
标题翻译：隧道工程施工方法及方法使用的结构要素
公开(公告)号：WO2012177143A2
公开(公告)日：2012-12-27
申请号：PCT/NO2012/050112
申请日：2012-06-21
申请人： STABINOR AS , DALEGÅRDEN, Torbjørn
发明人： DALEGÅRDEN, Torbjørn
CPC分类号： E21D11/083 , E21D9/00 , E21D11/04 , E21D11/08 , E21D11/102 , E21D11/30 , E21D11/38 , E21D11/385 , E21D11/386 , E21D11/40 , E21F16/02
摘要： A method and a structural element for the construction of a directionally flexible and watertight tunnel lining (1) or tunnel course (1), the method using pre-fabricated elements of concrete or sandwich structure (3, 4, 5; 73;73'). Interspace between such elements and extending transversely of the direction of the tunnel course or tunnel lining receives an interspace cast (14) using an outer flexible formwork (2) in the form of skirts (2', 2'') attached to the outside of the elements (3, 4, 5; 73, 73'), and which through interconnection (11) thereof form a flexible, "bag-like" formwork (2) on the outside of the elements (3, 4, 5;73, 73'). Together with conventional formwork (12) on the inside of the elements (3, 4, 5;73, 73') there is formed a defined cavity (13) which can be filled with injectable mass of concrete. After the concrete has hardened it will provide support to the installed elements (3,4, 5; 73, 73') as well as providing support relative to exposed surface portion of rock surface (10). The elements (3, 4, 5; 73, 73') can be provided on the outside with a membrane (17). Further, the elements can be provided with injection paths (16) in order to at any time establish a completely watertight tunnel lining (1).
摘要翻译：一种用于构造定向柔性和水密隧道衬砌（1）或隧道路线（1）的方法和结构元件，该方法采用混凝土或三明治结构的预制构件（3,4,5; 73; 73' ）。这些元件之间的间隙和横向于隧道路线或隧道衬里的方向延伸的间隙使用外部柔性模板（2）接收间隙铸件（14），该外部柔性模板（2）以裙部（2'，2“）的形式附接到元件（3,4,5,53,73'），并且其中通过互连件（11）在元件（3,4,5,53,73'）的外侧上形成柔性的“袋状”模板（2），73'）。与元件（3,4,5,53,73'）内部的常规模板（12）一起形成有可注入的混凝土块的限定的空腔（13）。在混凝土硬化之后，它将为安装的元件（3,4,5; 73,73'）提供支撑，并且相对于岩石表面（10）的暴露的表面部分提供支撑。元件（3,4,5,73,73'）可以在外部设置有膜（17）。此外，元件可以设置有注入路径（16），以便在任何时候建立完全不透水的隧道衬里（1）。

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