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1. 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

2. 发明专利

JP2013119207A Precast concrete block manufacturing form 审中-公开
标题翻译：预制混凝土块制造形式
公开(公告)号：JP2013119207A
公开(公告)日：2013-06-17
申请号：JP2011268113
申请日：2011-12-07
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： SHIMOMURA NAOKI , HARA YASUNORI , YOSHIHO NORIAKI , SUMINAGA HIROTO , YAMAMURO DAIKI
IPC分类号： B28B7/34
摘要： PROBLEM TO BE SOLVED: To provide a precast concrete block manufacturing form capable of manufacturing, even a large concrete block with excellent work efficiency and at low cost by using a paper-made frame member.SOLUTION: The precast concrete block manufacturing form includes a vertical cylindrical periphery form member 11 forming a rising outer circumferential face of a precast concrete block to be manufactured, and a bottom frame member 12 fittedly provided to an inner bottom thereof. The periphery form member 11 is configured with a cylindrically formed paper material, and the bottom frame member 12 is configured with a metal material having a shape of forming an end face of a desired shape of the precast concrete block to be manufactured.
摘要翻译：要解决的问题：提供一种能够通过使用造纸框架构件来制造即使是具有优异的工作效率和低成本的大型混凝土块的预制混凝土块制造形式。＆lt; P＆gt;解决方案：预制混凝土块制造形式包括形成要制造的预制混凝土块的上升的外周面的垂直圆柱形周边构件11和嵌合在其内底上的底框架构件12。周边形状构件11由圆筒形的纸材构成，底框构件12构成为具有形成要制造的预制混凝土块的所需形状的端面的形状的金属材料。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2007262890A Structure for controlling permeable sea area and construction method thereof 有权
标题翻译：控制渗透海域的结构及其施工方法
公开(公告)号：JP2007262890A
公开(公告)日：2007-10-11
申请号：JP2007172211
申请日：2007-06-29
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： SHIMOMURA NAOKI , HANEDA HIROSHI , YASUNO KOICHIRO , MORIYA YOICHI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a structure for controlling a permeable sea area and a construction method thereof always having enough wave dissipating performance against waves and capable of reducing acting wave power at the time of storm wind.
SOLUTION: A structure for controlling a permeable sea area 1 is installed with a box type dam body 2 at a pile foundation 3 in an appropriate gap 5 between a bottom of the sea 4 and the dam body 2 is comprised of a front surface wall composed of a vertical wall 6 and a tilt wall 7, an intermediate wall 12, a rear surface wall 9, a side surface wall 8, a bottom plate 10 and a top plate 11. A permeable slit 15 is opened at the vertical wall 6 and the tilt wall 7, the intermediate wall 12 and the rear surface wall 9, an opening part 16 is formed at the bottom plate 10 and the top plate 11, and the permeable slit 15 of the tilt wall 7 is opened at the upper part of the permeable slit 15 and at a place opposite to the upper wall surface of the intermediate wall 12.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于控制可渗透海域的结构及其施工方法，其总是具有足够的波浪消散性能并且能够降低风暴时的作用波浪功率。解决方案：用于控制可渗透海域1的结构在桩基础3处安装有箱形坝体2，其中海底4之间的适当间隙5中，坝体2包括前部由垂直壁6和倾斜壁7，中间壁12，后表面壁9，侧面壁8，底板10和顶板11组成的表面壁。可透过的狭缝15在垂直方向上打开壁6和倾斜壁7，中间壁12和后表面壁9，在底板10和顶板11上形成开口部分16，并且倾斜壁7的可渗透狭缝15在可渗透狭缝15的上部和与中间壁12的上壁表面相对的位置。版权所有（C）2008，JPO＆INPIT

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