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1. 发明授权

US11739639B2 Composite support structure, construction system, and method 有权
公开(公告)号：US11739639B2
公开(公告)日：2023-08-29
申请号：US17634065
申请日：2020-09-15
申请人： SHANDONG JIANZHU UNIVERSITY , ENGINEERING APPRAISAL AND REINFORCEMENT INSTITUTE CO., LTD, SHANDONG JIANZHU UNIVERSITY
发明人： Jun Wang , Xiang Gao , Xisen Fan , Guohui Liu , Jianyong Han , Shengzhi Wu , Hougang Ding
IPC分类号： E21D11/10 , E21D11/12 , E21D11/18 , E21D11/40 , E21D20/00 , E21D23/00
CPC分类号： E21D11/105 , E21D11/12 , E21D11/18 , E21D11/40 , E21D20/003 , E21D23/00
摘要： A composite support structure, a construction system, and a method, the composite support structure includes a plurality of arc plate rings that are longitudinally arranged along a roadway. A concrete fill steel tube support is arranged on an inner side or an outer side of each arc plate ring. The arc plate ring is formed by splicing a plurality of arc plates. Each concrete fill steel tube support is formed by splicing a plurality of steel pipe sections. The arc plate rings and the concrete fill steel tube supports are capable of jointly supporting walls of the roadway. The support structure has high bearing capability, high construction efficiency of a construction system, and low labor intensity.

2. 发明授权

US11306588B2 Method of treating tunnel collapse using pavilion support 有权
公开(公告)号：US11306588B2
公开(公告)日：2022-04-19
申请号：US17292152
申请日：2020-07-20
申请人： SHANDONG UNIVERSITY OF SCIENCE AND TECHNOLOGY , CHINA COMMUNICATIONS CONSTRUCTION CO., LTD , QINGDAO WEST COAST RAIL TRANSIT CO., LTD , QINGDAO FIRST MUNICIPAL ENGINEERING CO., LTD , HEBEI FEIPU ENVIRONMENTAL PROTECTION TECHNOLOGY CO., LTD
发明人： Xianghui Meng , Shibin Jiang , Weizhou Li , Hailiang Wang , Fu Yu , Wensheng He , Quanwei Liu , Chuan Li , Zhenbiao Wang , Lin Xin , Biao Kong , Xiangbao Meng , Yong Zhang , Wenming Zhang , Lide Hou , Jiufang Xiong , Xuanshan Zhang
IPC分类号： E21D19/00 , E21D11/10 , E21D11/15 , E21D11/18 , E21D15/44
摘要： A method of treating tunnel collapse includes leveling a collapse body and moving a pavilion support under the collapse cavity, lifting a shield plate until a lower edge of the shield plate surpasses a contour line of an initial supporting arch of a tunnel, connecting a bottom column and inserting a padding plate under a column. If the hydraulic prop retracts, the column, the bottom column, the padding plate and the hydraulic prop bear a load from the shield plate. Mounting and connecting the initial supporting arch, welding the intersection point of the column and the initial supporting arch, cutting off the column in the initial supporting arch. Transferring the load of the shield plate from the pavilion support to an initial supporting shed, spraying fast-setting concrete to a grid arch to form a closed shell, and pumping filling material to fill the space of the collapse cavity.

3. 发明授权

US09145769B2 Underground mining rib support system and method 有权
标题翻译：地下采矿肋支撑系统及方法
公开(公告)号：US09145769B2
公开(公告)日：2015-09-29
申请号：US13432226
申请日：2012-03-28
申请人： Michael Hall Lee , Regis Thomas Satina
发明人： Michael Hall Lee , Regis Thomas Satina
IPC分类号： E21D11/00 , E21D11/18 , B29C39/00 , B29K23/00
CPC分类号： E21D11/183 , B29C39/003 , B29K2023/065
摘要： A rib support system, a rib support device, a rib support method, a method for manufacturing a rib support device, and a computer readable medium are provided as described herein. The rib support device is configured to support a mine or tunnel rib (or wall) or roof to prevent spalling, and to provide safety and long term protection of tunnel (or open) areas. The rib support device may be made from a high density polyethylene (HDPE) material, or the like, that is resistant to corrosion, has superior overall performance and strength, has few (or no) sharp edges, is light weight, and is easy to handle.
摘要翻译：如本文所述，提供肋支撑系统，肋支撑装置，肋支撑方法，肋支撑装置的制造方法和计算机可读介质。肋支撑装置被配置为支撑矿井或隧道肋（或墙）或屋顶以防止剥落，并且提供隧道（或开放）区域的安全和长期保护。肋支撑装置可以由抗腐蚀的高密度聚乙烯（HDPE）材料等制成，具有优异的总体性能和强度，具有很少（或不）尖锐的边缘，重量轻，并且容易处理。

4. 发明授权

US09085977B2 Rib for supporting and reinforcing an excavation 有权
标题翻译：肋骨支撑和加固挖掘
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
IPC分类号： E21D11/18 , E21D11/30 , E21D11/24 , E21D11/28
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）。

5. 发明授权

US08850750B2 Rapidly-deployable lightweight load resisting arch system 有权
标题翻译：快速部署的轻量级负载抵抗拱系统
公开(公告)号：US08850750B2
公开(公告)日：2014-10-07
申请号：US11043420
申请日：2005-01-26
申请人： Habib J. Dagher , Eric N. Landis , Imad W. El Chiti
发明人： Habib J. Dagher , Eric N. Landis , Imad W. El Chiti
IPC分类号： E04B1/32 , E02D29/05 , E21D11/18 , E21D15/48 , E21D11/10 , E04B1/16
CPC分类号： E02D29/05 , E04B1/168 , E04B1/3205 , E21D11/10 , E21D11/18 , E21D15/483
摘要： A rapidly-erectable lightweight load resisting system for the construction of buried arched bridges, tunnels or underground bunkers, has a plurality of lightweight arched 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.
摘要翻译：用于建造埋弧拱桥，隧道或地下掩体的快速可直接轻量级承载系统具有多个轻质的拱形管状支撑构件，其由纤维增强的聚合物材料形成并且基本上定向在垂直平面中。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。

6. 发明申请

US20120301223A1 RIB FOR SUPPORTING AND REINFORCING AN EXCAVATION 有权
标题翻译： RIB支持和加强挖掘
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
IPC分类号： E21D11/18 , E21D11/30 , E21D11/28
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）。

7. 发明授权

US4630973A Peripherally flexible prop arch for mining tracks, tunnels or the like 失效
标题翻译：用于采矿轨道，隧道等的外围柔性支撑拱
公开(公告)号：US4630973A
公开(公告)日：1986-12-23
申请号：US617522
申请日：1984-06-04
申请人： Peter Heintzmann , Manfred Koppers , Karlheinz Bohnes , Lothar Domanski
发明人： Peter Heintzmann , Manfred Koppers , Karlheinz Bohnes , Lothar Domanski
IPC分类号： E21D11/20 , E21D11/22 , E21D11/18
CPC分类号： E21D11/22 , E21D11/20
摘要： A peripherally flexible arch for propping rock structure for mining tracks, tunnels or the like is comprised of a plurality of partially overlapped elongated segments, each of which has an end portion extended toward the rock structure, a bottom portion opposite to the end portion, and a lateral flange offset from the end portion laterally and in the direction toward the bottom portion. Clamping devices are arranged at the ends of the overlapping regions of the segments to clamp the segments to each other. The end portion of each lower segment is inserted into a groove formed between the end portion and the flange portion of each upper segment at the side of this segment facing away from the rock structure. Each clamping device has a hook engaged in a groove formed between the end portion and the flange of the upper segment at the side of this segment facing toward the rock structure.
摘要翻译：用于支撑用于采矿轨道，隧道等的岩石结构的外围柔性拱形物包括多个部分重叠的细长段，每个细长段具有朝向岩石结构延伸的端部，与端部相对的底部，以及横向凸缘从端部侧向偏向底部的方向偏移。夹紧装置布置在段的重叠区域的端部，以将段彼此夹紧。每个下段的端部插入形成在每个上段的端部和凸缘部分之间的槽中，该槽在该段的背离岩石结构的一侧。每个夹紧装置具有接合在形成在该段的端部和上段的凸缘之间的凹槽中的钩，其面向岩石结构。

8. 发明授权

US4390306A Composite arch structure 失效
标题翻译：复合拱结构
公开(公告)号：US4390306A
公开(公告)日：1983-06-28
申请号：US229079
申请日：1981-01-28
申请人： Christopher L. Fisher
发明人： Christopher L. Fisher
IPC分类号： E21D11/18 , F16L9/22 , E01G5/06 , E21D9/00
CPC分类号： E21D11/18
摘要： A composite arch structure and method of making it are taught. The composite arch structure comprises a pair of retaining wall portions and a top arch portion extending therebetween. A stiffening and load distributing member is structurally affixed to the top arch portion and extends longitudinally of the composite arch structure for the majority of the length of the structure. The composite arch structure preferably also includes longitudinally extending, load spreading buttress means on either side of the vertical axis of the structure at positions where a radial force acting on the structure forms an angle of about 45.degree. or more to the horizontal.
摘要翻译：教授复合拱结构及其制作方法。复合拱形结构包括一对保持壁部分和在其间延伸的顶部拱形部分。结构上将加强和载荷分配构件固定到顶部拱形部分，并且在结构的大部分长度方向上延伸到复合拱形结构的纵向。复合拱形结构优选地还包括在结构的垂直轴线的任一侧上的作用在结构上的径向力与水平面成约45度或更大的角度的位置处的纵向延伸的负载扩展支撑装置。

9. 发明授权

US3283514A Sliding bearer-sets for mine galleries 失效
标题翻译：为我的画廊滑动承载装置
公开(公告)号：US3283514A
公开(公告)日：1966-11-08
申请号：US31202563
申请日：1963-09-27
申请人： APPLIC SCIENT TECH IND ET COMM
发明人： JOSEPH LAUNAY JEAN
IPC分类号： E21D11/18
CPC分类号： E21D11/18

10. 发明公开

US20230258085A1 COMPOSITE SUPPORT SYSTEM BASED ON STEEL-CONCRETE SUPPORT AND SHOTCRETE ARCH AND CONSTRUCTION PROCESS THEREOF 审中-公开
公开(公告)号：US20230258085A1
公开(公告)日：2023-08-17
申请号：US18109268
申请日：2023-02-14
申请人： Shandong Jianzu University
发明人： Jun WANG , Chuan-gen ZHU , Jian-ping ZUO , Bo WANG , Wan-peng HUANG , Hou-gang DING
IPC分类号： E21D11/10 , E21D11/15 , E21D11/18
CPC分类号： E21D11/10 , E21D11/152 , E21D11/107 , E21D11/18
摘要： A composite support system based on a steel-concrete (concrete-filled steel tube) support and a shotcrete arch includes an anchor mesh layer provided on an inner wall of a roadway. A flexible compressible layer is provided on the outer side of the anchor mesh layer; a support frame is erected on the outer side of the flexible compressible layer; reinforcement meshes are respectively arranged on an inner side and an outer side of the support frame; the support frame and the reinforcement meshes form a framework to construct an arch spray layer; the reinforcement meshes and the support frame are embedded into an arch structure to form a rigid layer; the flexible compressible layer is provided between the rigid layer and the anchor spray layer. When the flexible compressible layer is compressed, the flexible compressible layer is deformed toward a reserved deformation space for a yielding purpose.

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