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公开(公告)号：US20170096896A1
公开(公告)日：2017-04-06
申请号：US15312969
申请日：2015-05-28
摘要： 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.
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公开(公告)号：US20150086272A1
公开(公告)日：2015-03-26
申请号：US14395511
申请日：2012-06-26
申请人： Xinbin Li
发明人： Xinbin Li
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： A self-moving tunnel support canopy includes front arch frame, rear arch frame, forward jack, and support jack disposed under the front arch frame. The front arch frame has front arch beams and front longitudinal beams longitudinally disposed along arch upper surfaces of front arch beams and coupled to all the front arch beams. The rear arch frame has rear arch beams and rear longitudinal beams longitudinally disposed along arch upper surfaces of the rear arch beams and coupled to all the rear arch beams. The front longitudinal beams and the rear arch beams are spacedly disposed, and a spacing is configured between the front arch beam and a front-adjacent rear arch beam. One end 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 are both arch-shaped beams.
摘要翻译： 自行式隧道支护罩包括前拱架，后拱架，前进千斤顶和设置在前拱架下方的支撑千斤顶。 前拱形框架具有前拱梁和前纵梁，纵向纵向设置在前拱梁的拱形上表面并且连接到所有前拱梁。 后拱形框架具有后拱梁和后纵梁，纵向纵向设置在后拱梁的拱形上表面并且联接到所有后拱梁。 前纵梁和后拱梁间隔设置，并且在前拱梁与前相邻的后拱梁之间构成间隔。 一端连接到前拱形框架，并且前进千斤顶的另一端联接到后拱架。 前拱梁和后拱梁均为拱形梁。
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公开(公告)号：US09085977B2
公开(公告)日：2015-07-21
申请号：US13575534
申请日：2011-01-31
申请人： Cristiano Bonomi , Antonio Frullani
发明人： Cristiano Bonomi , Antonio Frullani
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）。
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公开(公告)号：US20120301223A1
公开(公告)日：2012-11-29
申请号：US13575534
申请日：2011-01-31
申请人： Cristiano Bonomi , Antonio Frullani
发明人： Cristiano Bonomi , Antonio Frullani
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）。
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公开(公告)号：US09291053B2
公开(公告)日：2016-03-22
申请号：US14395511
申请日：2012-06-26
申请人： Xinbin Li
发明人： Xinbin Li
IPC分类号： E21D9/06 , E21D11/40 , E21D23/04 , E21D15/14 , E21D23/03 , E21D11/10 , E21D23/06 , E21D23/16 , E21D23/08
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： A self-moving tunnel support canopy includes front arch frame, rear arch frame, forward jack, and support jack disposed under the front arch frame. The front arch frame has front arch beams and front longitudinal beams longitudinally disposed along arch upper surfaces of front arch beams and coupled to all the front arch beams. The rear arch frame has rear arch beams and rear longitudinal beams longitudinally disposed along arch upper surfaces of the rear arch beams and coupled to all the rear arch beams. The front longitudinal beams and the rear arch beams are spacedly disposed, and a spacing is configured between the front arch beam and a front-adjacent rear arch beam. One end 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 are both arch-shaped beams.
摘要翻译： 自行式隧道支护罩包括前拱架，后拱架，前进千斤顶和设置在前拱架下方的支撑千斤顶。 前拱形框架具有前拱梁和前纵梁，纵向纵向设置在前拱梁的拱形上表面并且连接到所有前拱梁。 后拱形框架具有后拱梁和后纵梁，纵向纵向设置在后拱梁的拱形上表面并且联接到所有后拱梁。 前纵梁和后拱梁间隔设置，并且在前拱梁与前相邻的后拱梁之间构成间隔。 一端连接到前拱形框架，并且前进千斤顶的另一端联接到后拱架。 前拱梁和后拱梁均为拱形梁。
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6.发明申请METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD 审中-公开构造隧道课程的方法和方法使用的结构单元公开(公告)号：US20150125215A1
公开(公告)日：2015-05-07
申请号：US14128113
申请日：2012-06-21
申请人： Torbjørn Dalegården
发明人： Torbjørn Dalegården
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，该方法使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） 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砌（1）。
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公开(公告)号：US4010617A
公开(公告)日：1977-03-08
申请号：US578605
申请日：1975-05-19
摘要： In a composite arch structure of the type comprising an arched liner with compacted fill material or dense soil thereagainst to form a soil arch thereabout, means and a method to permit controlled settling of the liner so as to achieve load relief on the liner and a soil arch with improved load supporting capabilities. A foundation is provided for the liner comprising yielding footer means. The yielding of the footer means is controlled so that the liner settles at a desired rate relative to the adjacent compacted and consolidated fill material when a predetermined load on the liner is exceeded.
摘要翻译： 在包括具有压实填充材料或致密土壤的拱形衬里的复合拱形结构中，以形成其周围的土壤拱廊，允许衬里受控沉降的方法和方法，以实现衬套和土壤上的负载释放 拱具有改进的负载支持能力。 提供了一种用于衬垫的基础，其包括屈服脚注装置。 控制页脚装置的屈服，使得当超过衬套上的预定载荷时，衬垫以相对于相邻的压实和固结的填充材料的期望速率沉降。
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