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1. 发明专利

JP2012117353A Construction method for permeable sea area control structure 审中-公开
标题翻译：可渗透海域控制结构的施工方法
公开(公告)号：JP2012117353A
公开(公告)日：2012-06-21
申请号：JP2010278827
申请日：2010-12-15
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： KOMAKI TAIKI , YASUNO KOICHIRO , NISHIHATA TAKESHI , KOTOURA TAKESHI , MORIYA YOICHI , YAMAMOTO ATSUSHI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a permeable sea area control structure capable of constructing, with safety and economic advantages, the permeable sea area control structure made up of permeable levee bodies having openings without using a large floating derrick.SOLUTION: The present invention is a method for constructing a permeable sea area control structure which comprises: a permeable levee body 11 having wave dissipating performance with openings provided on top, bottom, front and back surfaces respectively communicated with an internal hollow space; and a foundation structure with piles to support the levee body. The levee body is installed by: closing the respective openings 21, 22 and 23 except the opening 26 on the bottom surface of the permeable levee body; transporting the levee body to an installation sea area in a state that the levee body is floating with buoyancy; and lowering the levee body into the sea by discharging air from the hollow space.
摘要翻译：要解决的问题：提供一种可渗透海域控制结构的施工方法，其能够以安全和经济的优点构造可渗透的海域控制结构，其由具有开口的可渗透的堤坝体组成，而不使用大的浮式井架。解决方案：本发明是一种构造可渗透海域控制结构的方法，其包括：具有波浪散发性能的可渗透堤体11，其具有分别与内部中空空间连通的顶部，底部，前部和后部表面上的开口 ; 和一个基础结构与桩支撑堤坝身体。堤体通过以下方式安装：除了可渗透堤体的底面上的开口26之外，封闭相应的开口21,22和23; 在堤坝浮体浮动的状态下将堤坝运送到安装海域; 并从中空空间排出空气，将堤体降入海中。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2010275850A Permeable type bank body structure, and permeable sea area control structure 有权
标题翻译：透明型银行体系结构和渗透性海域控制结构
公开(公告)号：JP2010275850A
公开(公告)日：2010-12-09
申请号：JP2009243301
申请日：2009-10-22
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： YASUNO KOICHIRO , MORIYA YOICHI , YAMAMOTO ATSUSHI , SHIMOMURA NAOKI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a permeable type bank body structure, and a permeable marine area control structure, capable of narrowing a space between bank bodies, without requiring structure of each bank body to be enlarged, when widening a space between foundation piles to reduce an interference between the foundation piles of the bank body. SOLUTION: This permeable type bank body structure 10 includes the permeable type bank bodies 11 provided with a wall part and a horizontal part having an opening and for exhibiting breakwater performance, and a foundation structure 12 constituted of the foundation piles 29a, 29b driven from a water bottom into a soil, in order to support the bank bodies, each bank body 11 includes overhung structures 41, 42 projected toward a side face outer side with respect to a horizontal position of the foundation pile, and an area of the horizontal part is reduced in the overhung structure. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供可渗透型堤体结构和可渗透的海洋区域控制结构，能够使堤岸体之间的空间变窄，而不需要扩大每个堤体的结构，基础桩减少银行体基础桩之间的干扰。解决方案：该可渗透型堤体结构10包括具有壁部的透气型堤体11和具有开口并具有防波堤性能的水平部分，以及由基础桩29a，29b构成的基础结构12 从水底驱动到土壤中，为了支撑堤体，每个堤体11包括相对于基桩的水平位置朝向侧面外侧突出的悬臂结构41,42，以及水平部分在悬臂结构中减少。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2013087505A Pile foundation construction method and pile foundation structure 有权
标题翻译：桩基础施工方法和桩基础结构
公开(公告)号：JP2013087505A
公开(公告)日：2013-05-13
申请号：JP2011229547
申请日：2011-10-19
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： UENO KAZUHIKO , YAMAMOTO ATSUSHI , OKUDA KAZUHIRO
IPC分类号： E02D27/14 , E02B3/06 , E02D9/04 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a pile foundation construction method and a pile foundation structure that can omit oblique cutting of a guide tube of high difficulty, and also achieves cutting and removal of the guide tube without damaging a surface periphery of a projecting structure of the guide tube.SOLUTION: The pile foundation construction method is to construct a structure on the foundation by driving piles, a structure 11A includes a guide tube 30a which is arranged penetrating the structure and projecting upward from a partial surface of the structure, and an external tube 31 which has a larger diameter and a shorter length than the guide tube, and is arranged in the structure such that an upper end 31a cut conforming to the partial surface of the structure is along the partial surface. The method includes the processes of: driving a pile 29a through the guide tube after installing the structure on the foundation; and cutting the guide tube at a part T where the guide tube and external tube are doubled, and removing an upper-end part of the guide tube projecting from the partial surface of the structure.
摘要翻译：要解决的问题：为了提供一种可以省略高难度的导向管的倾斜切割的桩基础施工方法和桩基础结构，并且还实现导向管的切割和除去而不损害导管的表面周边引导管的突出结构。解决方案：桩基施工方法是通过驱动桩在基础上构造结构，结构11A包括引导管30a，其布置成穿过结构并从结构的部分表面向上突出，并且外部管31具有比引导管更大的直径和更短的长度，并且布置在结构中，使得沿着部分表面切割成符合结构的部分表面的上端31a。该方法包括以下过程：在将结构安装在基础上之后通过导管驱动桩29a; 并且在导管和外管加倍的部分T处切割引导管，以及去除从结构的部分表面突出的引导管的上端部分。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2012117354A Construction method for permeable sea area control structure 有权
标题翻译：可渗透海域控制结构的施工方法
公开(公告)号：JP2012117354A
公开(公告)日：2012-06-21
申请号：JP2010278828
申请日：2010-12-15
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： KOMAKI TAIKI , YASUNO KOICHIRO , NISHIHATA TAKESHI , KOTOURA TAKESHI , MORIYA YOICHI , YAMAMOTO ATSUSHI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a permeable sea area control structure capable of constructing, with safety and economic advantages, the permeable sea area control structure made up of permeable levee bodies having openings without using a large floating derrick.SOLUTION: The present invention is a method for constructing a permeable sea area control structure which comprises: a permeable levee body 11 having wave dissipating performance with openings provided on top, bottom, front and back surfaces respectively communicated with an internal hollow space; and a foundation structure with piles to support the levee body. The levee body is installed by: closing the respective openings 21, 22 and 23 of the permeable levee body with water stop devices 30; transporting the levee body to an installation sea area in a state that the levee body is floating with buoyancy; and lowering the levee body into the sea by pouring water into the hollow space using a communicating mechanism 33 which communicates between an inside and an outside of the water stop device and/or a water injection mechanism P.
摘要翻译：要解决的问题：提供一种可渗透的海域控制结构的施工方法，其能够以安全和经济的优点构造可渗透的海域控制结构，其由具有开口的可渗透的堤坝体组成，而不使用大的浮式井架。解决方案：本发明是一种构造可渗透海域控制结构的方法，其包括：具有波浪散发性能的可渗透堤体11，其具有分别与内部中空空间连通的顶部，底部，前部和后部表面上的开口 ; 和一个基础结构与桩支撑堤坝身体。堤体通过以下方式安装：用止水装置30封闭可渗透堤体的相应开口21,22和23; 在堤坝浮体浮动的状态下将堤坝运送到安装海域; 并且使用在停水装置和/或注水机构P的内部和外部之间连通的连通机构33将水倒入中空空间来将堤体降入海中。（C） 2012年，JPO＆INPIT

5. 发明专利

JP2012127097A Construction method of transmission type sea area control structure 有权
标题翻译：传输类型海域控制结构的施工方法
公开(公告)号：JP2012127097A
公开(公告)日：2012-07-05
申请号：JP2010278826
申请日：2010-12-15
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： KOTOURA TAKESHI , YASUNO KOICHIRO , NISHIHATA TAKESHI , KOMAKI TAIKI , MORIYA YOICHI , YAMAMOTO ATSUSHI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a transmission type sea area control structure, capable of constructing the transmission type sea area control structure comprising a transmission type dam body having an opening advantageously in terms of safety and economy without using a large-sized crane ship.SOLUTION: The construction method of the transmission type sea area control structure is for constructing the transmission type sea area control structure comprising a transmission type dam body 11 including openings respectively on an upper surface, a bottom surface, a front surface and a rear surface so as to be communicated to a void inside and having a breakwater performance and a foundation structure including a plurality of foundation piles for supporting the dam body. At least a part 53 of the foundation piles is installed, the dam body is transported to the water area of an installation object on an auxiliary floating body J which can be settled, the dam body is settled underwater together with the auxiliary floating body and installed to the installed foundation piles, the auxiliary floating body is settled further and moved after being separated from the dam body, and when there are the foundation piles whose installation is not completed among the plurality of foundation piles, they are installed.
摘要翻译：解决的问题：为了提供一种传输式海域控制结构的构造方法，能够构成传输式海域控制结构，其包括具有开口性的有利于安全性和经济性的开口型坝体，而不使用一艘大型起重船。解决方案：传动型海域控制结构的施工方法是构造传动式海域控制结构，其包括分别在上表面，底面，前表面和后表面与内部的空隙连通并具有防波堤性能，以及包括用于支撑坝体的多个基础桩的基础结构。至少安装了基础桩的53部分，将坝体运送到可以安置的辅助浮体J上的安装对象的水区，坝体与辅助浮体一起安装在水下，并安装对于安装的基础桩，辅助浮体在与坝体分离后进一步移动并移动，并且当在多个基础桩中存在未完成安装的基础桩时，安装它们。版权所有（C）2012，JPO＆INPIT

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