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1. 发明申请

WO2016089214A8 FLOATING BRIDGE AND METHOD AND FLOAT TO PREPARE A BEAM FOR THE FLOATING BRIDGE 审中-公开
标题翻译：浮动桥梁和方法和浮动以准备浮桥的梁
公开(公告)号：WO2016089214A8
公开(公告)日：2017-02-16
申请号：PCT/NO2015000029
申请日：2015-12-04
申请人： PONTEMAR AS
发明人： KJERSEM GEIR LASSE , BRINGEDAL TORBJØRN
IPC分类号： E01D15/14 , E01D2/04 , E01D21/06 , E02D29/063
CPC分类号： E01D2/04 , E01D15/14 , E01D21/06
摘要： It describes a device for a floating bridge (1 ) to form a transport connection between two land attachment points (1 1, 13) over a sound or a fjord, where the floating bridge is comprised of a bridge beam assembled of a plurality of mutually joined pipe sections (14, 16, 18, 20), and is characterized in that each end of a pipe section in the bridge beam (12) is comprised of an inwardly facing annular flange across the pipe section's longitudinal direction (30, 31 ) that with the help of a row of bolts is join surface to surface with a corresponding inwardly facing annular flange (30, 31 ) in a adjacent pipe section in the bridge beam, and that the internal bridge beam cavity is comprised of a transport lane (100), for the conveyance of personnel together with means (102) for inspection and maintenance equipment. It further describes a method to assemble a bridge beam from a plurality of separate pipe sections that are joined via an assembly raft that is also defined as a part of the present invention.
摘要翻译：它描述了一种用于浮桥（1）的装置，用于在声音或峡湾上的两个陆地附着点（11,13）之间形成传输连接，其中浮桥由多个相互组合的桥梁连接的管段（14,16,18,20），其特征在于，桥梁梁（12）中的管段的每个端部包括跨越管段的纵向方向（30,31）的面向内的环形凸缘，在一排螺栓的帮助下，在桥梁梁的相邻管部分中将表面与表面连接成相应的面向内的环形凸缘（30,31），并且内部桥梁梁腔由运输车道（ 100），用于运送人员以及用于检查和维护设备的手段（102）。本发明进一步描述了一种组合来自多个独立管段的桥梁的方法，所述多个单独的管段也通过组装筏连接，该组合筏也被定义为本发明的一部分。

2. 发明申请

WO2022156092A1 一种预拉力海底真空管道结构及其拉伸方法审中-公开
公开(公告)号：WO2022156092A1
公开(公告)日：2022-07-28
申请号：PCT/CN2021/092528
申请日：2021-05-09
申请人：西京学院
发明人：张耀平
IPC分类号： E02D29/063
摘要：本发明公开了一种预拉力海底真空管道结构及其拉伸方法，能够提高海底真空管道刚度，使悬跨管道中部下垂最小化，保证行车平稳与安全，结构包括海底真空管道和多个墩台，海底真空管道固定支撑于墩台的顶部，墩台具有弹性强度，海底真空管道包括依次设置的多个真空管道管段，真空管道管段具有拉伸强度，相邻的两个真空管道管段的相对端设置有法兰，相邻的两个真空管道管段的法兰之间间隔设置有间隙，且相邻的两个真空管道管段的法兰之间通过拉紧机构连接；拉伸方法包括多个真空管道管段进行局部分组后采用排序拉伸法进行拉伸，且采用分步拉伸法，使每一个真空管道管段分步拉伸，相邻的两个真空管道管段的法兰之间的间隙分步拉伸闭合。

3. 发明申请

WO2010114346A3 TUNNEL STRUCTURE, TUNNEL USING THE SAME AND TUNNEL CONSTRUCTION METHOD 审中-公开
标题翻译：隧道结构，使用隧道隧道施工方法
公开(公告)号：WO2010114346A3
公开(公告)日：2011-01-27
申请号：PCT/KR2010003029
申请日：2010-05-13
申请人： YOO WEE YEOL , YOO JAE CHEON , YOO JAE RYONG , YOO JOON KYONG , YOO JAE KYONG
发明人： YOO WEE YEOL , YOO JAE CHEON , YOO JAE RYONG , YOO JOON KYONG , YOO JAE KYONG
IPC分类号： E02D29/063 , E02D29/073
CPC分类号： E02D29/045
摘要： The present invention relates to a tunnel structure, a tunnel using the same and a tunnel construction method, in which the tunnel structure has adopted flexibility to facilitate installation according to the topographical features of an installation ground surface and does not require a separate mold as filling the tunnel structure with a filler is carried out under water. A first aspect of the present invention is a tunnel structure comprising a wall with a flexible double wall design, a bottom part having a flexible structural design, and restoring members built in the wall and the bottom part, respectively, to provide a restoring force for flexibility. A second aspect of the present invention is a tunnel comprising steel bars arranged within the wall and the bottom part, and a filler filled therein. A third aspect of the present invention is a tunnel construction method, comprising: (1) coupling a hollow wall and a bottom part at the construction site on a dry dock to build a 1st tunnel structure; (2) immersing the 1st, water-passage tunnel structure in water and then mounting and fitting into a trench pre-formed at the bottom of the water; (3) overlaying deposits on the 1st tunnel structure and packing the deposits down; (4) draining water in the 1st tunnel structure to outside; (5) forming a 1st tunnel by charging the wall in the thickness direction and the interior of the bottom part of the 1st tunnel structure with a filler; (6) immersing a 2nd, water-passage tunnel structure into water and positioning in line with the 1st tunnel; (7) adhering the 1st tunnel and the 2nd tunnel structure and then joining a boundary region therebetween; (8) overlaying deposits on the 2nd tunnel structure and packing the deposits down; (9) draining water in the 2nd tunnel structure to outside; (10) forming a 2nd tunnel by charging the wall in the thickness direction and the interior of the bottom part of the 2nd tunnel structure with a filler; and (11) continuously connecting other tunnel structures to the 2nd tunnel in a consecutive manner to form a tunnel in an in-line form.
摘要翻译：隧道结构，隧道施工方法及隧道施工方法技术领域本发明涉及一种隧道结构，使用该隧道结构的隧道及隧道施工方法，隧道结构采用灵活性，根据安装地面的形貌特征进行安装，不需要单独的模具作为填筑物具有填料的隧道结构在水下进行。本发明的第一方面是一种隧道结构，其包括具有柔性双壁设计的壁，具有柔性结构设计的底部和分别固定在壁和底部中的恢复构件，以提供恢复力灵活性。本发明的第二方面是一种隧道，其包括布置在壁和底部内的钢棒，以及填充在其中的填料。本发明的第三方面是一种隧道施工方法，包括：（1）在干坞上的施工现场连接中空壁和底部，构成第一隧道结构; （2）将第一，水通道隧道结构浸入水中，然后安装和装配到在水底部预成形的沟槽中; （3）在第一隧道结构上覆盖沉积物，堆放沉积物; （4）将第一隧道结构的水排到外面; （5）通过用填料向第一隧道结构的厚度方向的墙壁和底部的内部充填形成第一隧道; （6）将第二条水道隧道结构浸入水中，并与第一隧道定位; （7）粘接第一隧道和第二隧道结构，然后连接其间的边界区域; （8）在第二隧道结构上重叠沉积物，堆放沉积物; （9）将第二隧道结构的水排入外界; （10）通过用填料在第二隧道结构的厚度方向和底部的内部充填壁来形成第二隧道; 和（11）连续地将其他隧道结构连续地连接到第二隧道，以形成一个直列式的隧道。

4. 发明申请

WO2016089214A1 FLOATING BRIDGE AND METHOD AND FLOAT TO PREPARE A BEAM FOR THE FLOATING BRIDGE 审中-公开
标题翻译：浮动桥梁和方法和浮动以准备浮桥的梁
公开(公告)号：WO2016089214A1
公开(公告)日：2016-06-09
申请号：PCT/NO2015/000029
申请日：2015-12-04
申请人： PONTEMAR AS
发明人： KJERSEM, Geir Lasse , BRINGEDAL, Torbjørn
IPC分类号： E01D15/14 , E01D2/04 , E01D21/06 , E02D29/063
CPC分类号： E01D2/04 , E01D15/14 , E01D21/06
摘要： It describes a device for a floating bridge (1 ) to form a transport connection between two land attachment points (1 1, 13) over a sound or a fjord, where the floating bridge is comprised of a bridge beam assembled of a plurality of mutually joined pipe sections (14, 16, 18, 20), and is characterized in that each end of a pipe section in the bridge beam (12) is comprised of an inwardly facing annular flange across the pipe section's longitudinal direction (30, 31 ) that with the help of a row of bolts is join surface to surface with a corresponding inwardly facing annular flange (30, 31 ) in a adjacent pipe section in the bridge beam, and that the internal bridge beam cavity is comprised of a transport lane (100), for the conveyance of personnel together with means (102) for inspection and maintenance equipment. It further describes a method to assemble a bridge beam from a plurality of separate pipe sections that are joined via an assembly raft that is also defined as a part of the present invention.
摘要翻译：它描述了一种用于浮桥（1）的装置，用于在声音或峡湾上的两个陆地附着点（11,13）之间形成传输连接，其中浮桥由多个相互组合的桥梁连接的管段（14,16,18,20），其特征在于，桥梁梁（12）中的管段的每个端部包括跨越管段的纵向方向（30,31）的面向内的环形凸缘，在一排螺栓的帮助下，在桥梁梁的相邻管部分中将表面与表面连接成相应的面向内的环形凸缘（30,31），并且内部桥梁梁腔由运输车道（ 100），用于运送人员以及用于检查和维护设备的手段（102）。本发明进一步描述了一种组合来自多个独立管段的桥梁的方法，所述多个单独的管段也通过组装筏连接，该组合筏也被定义为本发明的一部分。

5. 发明申请

WO2009080102A1 APPARATUS FOR POSITIONING A SINKING TUNNEL SECTION 审中-公开
标题翻译：用于定位淋浴隧道部分的装置
公开(公告)号：WO2009080102A1
公开(公告)日：2009-07-02
申请号：PCT/EP2007/064311
申请日：2007-12-20
申请人： STRUKTON BETONBOUW B.V. , DAEWOO ENGINEERING & CONSTRUCTION CO., LTD. , HERTGERS, Gerrit Martinus
发明人： HERTGERS, Gerrit Martinus
IPC分类号： E02D29/063 , E02D29/073
CPC分类号： E02D29/073 , E02D29/063
摘要： An apparatus for positioning a sinking tunnel section comprises a frame (1) with two substantially vertically extending legs (2) which at their upper ends are connected by a substantially horizontally extending beam (3). The frame is devised for extending with its legs outwardly of two opposite transverse sides (4) of the tunnel section and extending with its beam (3) above the roof (6) of the tunnel section. The frame is provided with suspension means (7) from which the tunnel section can be suspended. The lower ends of the legs are vertically movable relative to the sinking tunnel and the legs each are provided with clamping members (14) for engaging said opposite transverse sides (4) of the tunnel section. The clamping members are settable substantially in the plane defined by the legs and beam of the frame.
摘要翻译：用于定位沉没隧道部分的装置包括具有两个基本上垂直延伸的腿部（2）的框架（1），所述腿部在其上端由基本上水平延伸的梁（3）连接。框架被设计成使其腿部沿着隧道部分的两个相对的横向侧面（4）向外延伸并且随着其在梁的顶部（6）上方的梁（3）延伸。该框架设置有悬挂装置（7），隧道段可从该悬挂装置悬挂。腿部的下端相对于沉没隧道是可垂直移动的，并且每个腿都设置有用于接合隧道部分的相对的横向侧面（4）的夹紧构件（14）。夹紧构件基本上在由框架的腿和梁限定的平面中可固定。

6. 发明申请

WO2021133031A1 태풍 및 허리케인, 토네이도의 재해를 저감하기 위한 해저터널 시스템 审中-公开
公开(公告)号：WO2021133031A1
公开(公告)日：2021-07-01
申请号：PCT/KR2020/018904
申请日：2020-12-22
申请人： 양영철
发明人： 양영철 YANG, Youngchul
IPC分类号： E02D29/063 , G06Q10/04 , E02D2250/0061
摘要： 태풍 및 허리케인, 토네이도의 재해를 저감하기 위한 해저터널 시스템이 제공된다. 상기 태풍 및 허리케인, 토네이도의 재해를 저감하여 열대성저기압의 집산을 방지하거나 분산시켜서 약화시키기 위한 해저터널 시스템은 표층난류와 고온의 해수가 통과할 수 있는 해저터널, 상기 해저터널을 통과하는 해수의 출입을 통제할 수 있는 수문, 상기 수문의 개폐를 조정하는 제1 조정기, 상기 해저터널을 통과하는 해수의 유속 및 수압을 조정하는 하나 이상의 수압기관(Air Regulator) 및 상기 수압기관(Air Regulator)의 출력을 조정하는 제2 조정기를 포함한다.

7. 发明申请

WO2020041285A3 SYSTEMS AND METHODS FOR DEPLOYING COASTAL UNDERWATER POWER GENERATING STATIONS, SYSTEMS AND METHODS FOR FUEL HANDLING IN AN OFFSHORE MANUFACTURED NUCLEAR PLATFORM, AND SYSTEMS AND METHODS FOR DEFENSE OF A PREFABRICATED NUCLEAR PLANT 审中-公开
公开(公告)号：WO2020041285A3
公开(公告)日：2020-02-27
申请号：PCT/US2019/047228
申请日：2019-08-20
申请人： ENERGIE PROPRE PRODIGY LTEE / PRODIGY CLEAN ENERGY LTD. , TROJER, Mathias
发明人： TROJER, Mathias , LOWREY, Justin Benjamin
IPC分类号： G21D1/00 , G21C19/07 , G21C19/10 , G21C19/16 , G21C15/00 , B63B35/50 , B63G9/00 , E02B17/00 , E02D29/063 , F41H11/00
摘要： An underwater nuclear power unit includes: an access tunnel; a plurality of submersible modules; a crushable gasket; and a fluid barrier. The crushable gasket and the fluid barrier establish a water-tight seal between modules. A nuclear power unit includes: a containment vessel; a support structure; a plurality of pilings; a spent fuel storage; and a fuel handler for moving spent fuel to the spent fuel storage. A defense system for an offshore nuclear power unit includes a containment vessel; a first defense with a first radius of approximately eight nautical miles; a second defense area with a second radius of approximately six nautical miles; a third defense area with a third radius of approximately one nautical mile; and a fourth defense area with a fourth radius of less than one nautical mile. Active defenses are deployable in the air, on the water, and below the water within the defense areas.

8. 发明申请

WO2016155657A1 移动式围堰明挖法审中-公开
公开(公告)号：WO2016155657A1
公开(公告)日：2016-10-06
申请号：PCT/CN2016/078276
申请日：2016-04-01
申请人：王燏斌
发明人：王燏斌
IPC分类号： E02D29/045 , E02D29/063 , E02D19/04
CPC分类号： E02D29/045 , E02D19/04 , E02D29/063
摘要：一种移动式围堰明挖法，包括如下步骤：1、围成堰体；2、挖去施工体（1）内的泥土，建造隧道；3、拆除拆除体（2）；4、建造新建造体（3）；5、重复步骤2至4，直至完成隧道施工；步骤2、3、4不分先后，可同步进行。

9. 发明申请

WO2022108016A1 터널모듈을 이용한 수중터널 시공방법 및 이에 의해 구축된 수중터널 审中-公开
公开(公告)号：WO2022108016A1
公开(公告)日：2022-05-27
申请号：PCT/KR2021/006561
申请日：2021-05-26
申请人： (주)대우건설
发明人： 진병무 , 김제춘 , 김유석 , 김웅구 , 배경태 , 김경오 , 서경원 , 김용직
IPC分类号： E02D29/073 , E02D29/07 , E02D29/063 , E02D29/16
摘要： 본 발명은 런칭 거더를 전방 이동시켜가면서 기시공 본체부의 단부에 신규 터널모듈을 순차적으로 결합하여 수중터널을 시공하되, 가이드 케이블을 이용하여 신규 터널모듈을 개방구까지 가라앉혀서 런칭 거더의 내부로 반입하여 수중터널을 시공하는 방법과, 이러한 시공방법에 의해 구축된 수중터널에 관한 것이다.

10. 发明申请

WO2021151289A1 水下隧道及其施工方法和施工用水盾构机审中-公开
公开(公告)号：WO2021151289A1
公开(公告)日：2021-08-05
申请号：PCT/CN2020/110761
申请日：2020-08-24
申请人：李增军
发明人：李增军 LI, Zengjun
IPC分类号： E02D29/063
摘要：本申请公开了一种水下隧道及其施工方法和施工用水盾构机，该水下隧道包括设于水下的隧道本体和隧道出入口管道，所述隧道本体包括第一管道，套设于所述第一管道外的第二管道，填充于所述第二管道与所述第一管道之间的充填加压层，以及用于将所述第二管道固定安装于水下地基上的位置锁定结构；所述第二管道的端口与所述隧道出入口管道衔接且相互贯通，所述第一管道包括拼装构成所述第一管道的隧道管片，所述第二管道内的所述隧道管片衬砌于所述第二管道内壁。

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