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1. 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。

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