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1. 发明专利

JP2005226256A Reclaimed tideland and reclaimed shallow place creating method 有权
标题翻译：已回收的TIDELAND和已回收的SHALLOW位置创建方法
公开(公告)号：JP2005226256A
公开(公告)日：2005-08-25
申请号：JP2004033800
申请日：2004-02-10
申请人： Tanaka:Kk , Toyo Constr Co Ltd , Unitica Fibers Ltd , ユニチカファイバー株式会社 , 東洋建設株式会社 , 株式会社田中
发明人： MIYAKE TATSUO , TSURUGASAKI KAZUHIRO , KANAZAWA TAKESHI , TAKAHASHI BUICHI , MAEDA SATOSHI , SHODA AKIHIRO , SATO TAKESHI , MORIGUCHI YOSHIFUMI , HASHIMOTO SHUJI , TANAKA MASATOSHI , NAKAI KIYOKAZU , NAKAYAMA MAKOTO
IPC分类号： E02B3/18
摘要： PROBLEM TO BE SOLVED: To easily reinforce the ground at the bottom of the water and prevent a load from being imposed on the nature, when a reclaimed tideland and a reclaimed shallow place are created on the soft bottom of the water.
SOLUTION: A sheet laying step of laying a biodegradable synthetic resin sheet 4 on the soft bottom of the water, and an earth covering step of applying an earth cover 5 onto the laid sheet 4 are performed. The sheet laying step and the earth covering step are performed after a reclamation step of reclaiming the bottom of the water by using dredged soil 3, so as to form the soft bottom of the water.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：当在软底部产生回收的海带和回填浅的地方时，为了容易地加强水底部的地面并防止施加荷载。解决方案：进行将可生物降解的合成树脂片4放置在水的软底部上的片材铺设步骤，以及将土壤覆盖物5施加到覆盖片材4上的土方覆盖步骤。铺放步骤和土壤覆盖步骤是在通过使用疏浚土3回收水底的回收步骤之后进行的，以便形成水的软底。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2005233836A Bandlike complex sensor for measuring strain, and strain detecting method using the same 审中-公开
标题翻译：用于测量应变的BANDLIKE复合传感器和使用其的菌株检测方法
公开(公告)号：JP2005233836A
公开(公告)日：2005-09-02
申请号：JP2004044910
申请日：2004-02-20
申请人： Shibata Ind Co Ltd , Toyo Constr Co Ltd , シバタ工業株式会社 , 東洋建設株式会社
发明人： KOTAKE NOZOMI , TSURUGASAKI KAZUHIRO , KITADE KEISUKE , BABA SHINTARO , MIYAKE TATSUO , NISHINO YOSHIO
IPC分类号： G01B11/16 , G01B21/32 , G01D5/26 , G01D5/353
摘要： PROBLEM TO BE SOLVED: To provide a bandlike complex sensor for measuring a strain easy to be carried and installed, and a strain detecting method using the sensor.
SOLUTION: This bandlike complex sensor 6 is constituted to interpose an optical fiber 10 between a first elastic bandlike body 7 and a second elastic bandlike body 8 joined to follow a displacement to a water barrier sheet 5. The first elastic bandlike body 7 follows truly a strain of the water barrier sheet 5 to bring a strain of the optical fiber 10. The strain of the optical fiber 10 is detected to grasp the strain of the water barrier sheet 5. The bandlike complex sensor 6 constituted to interpose the optical fiber 10 between the first bandlike body 7 and the second bandlike body 8 is allowed to be wound preliminarily because the sensor 6 is substantially bandlike, and is carried easily and efficiently to a using objective portion (the water barrier sheet 5). Installation work is facilitated since the bandlike complex sensor 6 is laid in the using objective portion (the water barrier sheet 5) by drawing-out of one end part thereof.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于测量容易携带和安装的应变的带状复合传感器，以及使用该传感器的应变检测方法。解决方案：该带状复合传感器6被构造成将光纤10插入到第一弹性带状体7和接合以阻挡片5的位移之间的第二弹性带状体8之间。第一弹性带状体7 遵循真正的防水片5的应变以使光纤10产生变形。检测光纤10的应变以掌握防水片5的应变。带状复合传感器6构成为将光学由于传感器6基本上带状，因此能够预先卷绕第一带状体7和第二带状体8之间的纤维10，并且容易且有效地携带到使用对象部（防水片5）。由于带状复合传感器6通过拉出其一个端部而被放置在使用目标部分（防水片5）中，因此便于安装工作。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2014224362A 土砂の投入装置及び投入方法有权
标题翻译：用于排放地球和沙子的装置和方法
公开(公告)号：JP2014224362A
公开(公告)日：2014-12-04
申请号：JP2013103207
申请日：2013-05-15
申请人：東洋建設株式会社 , Toyo Constr Co Ltd
发明人： KANAZAWA TAKESHI , TSURUGASAKI KAZUHIRO
IPC分类号： E02D15/10
摘要：【課題】トレミー管を用いた土砂投入工において、周辺水域の濁りの発生を、より効果的に抑える。【解決手段】トレミー管10により土砂20の落下経路が画定され、トレミー管10の頭頂部に設けたホッパー14から投入される土砂20が、水中に飛散して濁りを発生することなく、トレミー管10の下端部16から水底面へと放出される。下端部16から所定高さHまでの範囲が、外力を受けて自在に変形する変形可能部22として構成され、トレミー管10が作業船12の揺れにつられて揺動し、トレミー管10の下端部16が水底面に衝突しても、トレミー管10の下端部16を構成する変形可能部22が自在に変形して、破損を防ぐ。よって、変形可能部22の下端を、土砂を投入する水底面GLに対し、可能な限り接近させて、土砂20を投入することが可能となる。【選択図】図1
摘要翻译：要解决的问题：更有效地抑制使用颤音管道在地球工作中周围水域中的浊度的发生。解决方案：砂土20的落下路径由颤音管10限定，并将土砂20倾倒从设置在颤音管10的顶部的料斗14排出到颤音管10的下端部16到水底，而不会由于在水中的飞散而发生浑浊。从下端16到预定高度H的范围被构成为通过接受外力而自由变形的可变形部22。即使当颤抖管10滚动时，工作船12的滚动和颤音管10的下端16与水底相撞，则构成颤音管10的下端16的可变形部22自由变形并防止破损。因此，能够将可变形部22的下端尽可能靠近水底GL倾倒土砂，并能够将土砂20倾倒。

4. 发明专利

JP2014006797A Analysis method and design method of marine structure 有权
标题翻译：海洋结构分析方法与设计方法
公开(公告)号：JP2014006797A
公开(公告)日：2014-01-16
申请号：JP2012143096
申请日：2012-06-26
申请人： Toyo Constr Co Ltd , 東洋建設株式会社 , Toyobo Co Ltd , 東洋紡株式会社
发明人： YAMAZAKI TOSHIHIRO , TSURUGASAKI KAZUHIRO , SAWADA YUTAKA , NONOMURA CHISATO , FURUICHI KENJI , UNRININ YUMIKO , TANAKA SHIGEKI
IPC分类号： G06F17/50 , E02B3/04
摘要： PROBLEM TO BE SOLVED: To provide an analysis method of a marine structure capable of analyzing its behavior with high accuracy.SOLUTION: Since contact definition of a contact part 12b between an impervious sheet material 10 and a covering layer 11, for example, includes a contact determination step and a relative displacement step, an analysis method of a marine structure 1 can recognize tensile force acting on the detailed behavior of the marine structure 1 and the impervious sheet material, with higher accuracy compared to a conventional analysis method using a finite element method.
摘要翻译：要解决的问题：提供能够高精度地分析其行为的船用结构的分析方法。解决方案：由于不透水片材10和覆盖层11之间的接触部分12b的接触限定，例如包括接触确定步骤和相对位移步骤，与使用有限元素的常规分析方法相比，海洋结构1的分析方法可以更高精度地识别作用于海洋结构1和不透水片材的详细行为的张力方法。

5. 发明专利

JP2013019134A Breakwater 有权
标题翻译： BREAKWATER
公开(公告)号：JP2013019134A
公开(公告)日：2013-01-31
申请号：JP2011151827
申请日：2011-07-08
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： FUJIWARA RYUICHI , TSURUGASAKI KAZUHIRO , MINEMATSU ASASHIGE , OGURA KATSUTOSHI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a breakwater which stabilizes a base mound of a specific portion that may become a structural weak point when tsunami or the like acts thereon.SOLUTION: In a breakwater 1, an overall base mound 2 of a bank head 14 and an overall exposed surface of the base mound 2 in an opening between neighboring bank bodies 12 are covered with slag materials 10, in particular. Therefore, even if an extremely large stream occurs in the opening between neighboring bank bodies 12, 12 or at the bank head 14, the base mound 2 in the corresponding portion can be stabilized, thereby stabilizing the breakwater 1 as a whole.
摘要翻译：要解决的问题：提供一种防波堤，其在海啸等作用时稳定可能成为结构性弱点的特定部分的基坑。解决方案：在防波堤1中，特别地，堤坝14的整体基座2和相邻堤体12之间的开口中的基坑2的整体暴露表面被炉渣材料10覆盖。因此，即使在相邻的堤体12,12之间的开口处或堤岸头部14处发生极大的流动，也可以稳定相应部分的基坑2，从而整体上稳定防波堤1。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2013019133A breakwater 有权
标题翻译： BREAKWATER
公开(公告)号：JP2013019133A
公开(公告)日：2013-01-31
申请号：JP2011151826
申请日：2011-07-08
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： FUJIWARA RYUICHI , TSURUGASAKI KAZUHIRO , MINEMATSU ASASHIGE , OGURA KATSUTOSHI
IPC分类号： E02B3/06 , E02D23/00
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a breakwater for suppressing the permeation of waves into a foundation mound.SOLUTION: In this breakwater 1a, slug material 10 is included in members constituting a foundation mound 2 to effectively suppress the permeation of waves into the foundation mound 2 when tsunami waves or the like occur, therefore securing the stability of the foundation mound 2 and thus the breakwater 1.
摘要翻译：要解决的问题：提供防止波浪渗透到基坑中的防波堤。解决方案：在这种防波堤1a中，当发生海啸波等发生时，块状材料10被包括在构成基坑2的构件中，以有效地抑制波浪进入基坑2，从而确保基坑的稳定性 2，因此防波堤1.版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2007303976A Optical fiber sensor, and impervious sheet with optical fiber sensor 有权
标题翻译：光纤传感器和光纤传感器的不正确表
公开(公告)号：JP2007303976A
公开(公告)日：2007-11-22
申请号：JP2006133000
申请日：2006-05-11
申请人： C I Kasei Co Ltd , Chisso Corp , Mitsubishi Chem Mkv Co , Mitsubishi Heavy Ind Ltd , Natl Inst For Land & Infrastructure Management Mlit , Tatsuno Kagaku:Kk , Toyo Constr Co Ltd , シーアイ化成株式会社 , チッソ株式会社 , 三菱化学エムケーブイ株式会社 , 三菱重工業株式会社 , 国土交通省国土技術政策総合研究所長 , 東洋建設株式会社 , 株式会社タツノ化学
发明人： ODA KATSUYA , SHINO KOJI , WATABE NAOTO , IWAI TSUTOMU , WATANABE KATSUYA , SATO AKIHIDE , KONDO MIKIO , OKURA KAZUMASA , YAMAURA TSUYOTOSHI , KOTAKE NOZOMI , SATO TAKESHI , TSURUGASAKI KAZUHIRO , KITADE KEISUKE
IPC分类号： G01B11/16
摘要： PROBLEM TO BE SOLVED: To provide an excellently-assembleable optical fiber sensor having a simple structure, and an impervious sheet with the optical fiber sensor.
SOLUTION: Temporary tacking 32 is applied to sagging parts of the first and second extra-long optical fibers 16b, 16c fixed at the interval of 1m on a belt-like body 25. Hereby, work efficiency in assembly or the like can be improved. A lubricant is interposed between the belt-like body 25 and a protection cover. Consequently, even if the load of a weight object is applied, the sagging parts are displaced easily, to thereby enable sure strain measurement.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供具有简单结构的优良组装的光纤传感器和具有光纤传感器的不透水片。解决方案：临时固定32应用于在带状体25上以1m的间隔固定的第一和第二超长光纤16b，16c的下垂部分。因此，组装等中的工作效率可以要改进在带状体25和保护罩之间插入润滑剂。因此，即使施加重量物体的载荷，下垂部分容易移动，从而能够确定应变测量。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2013019132A breakwater 有权
标题翻译： BREAKWATER
公开(公告)号：JP2013019132A
公开(公告)日：2013-01-31
申请号：JP2011151825
申请日：2011-07-08
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： FUJIWARA RYUICHI , TSURUGASAKI KAZUHIRO , MINEMATSU ASASHIGE , OGURA KATSUTOSHI
IPC分类号： E02B3/06 , E02B3/16
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a breakwater capable of easily blocking a joint between adjacent caissons.SOLUTION: In this breakwater 1a, slug material 10 is filled in a joint 12 between adjacent caissons 3, 3 to suppress a massive flow in areas of the joint 12 when tsunami waves or the like occur, thus securing the stability of a foundation mound.
摘要翻译：要解决的问题：提供能够容易地阻挡相邻沉箱之间的接头的防波堤。解决方案：在这种防波堤1a中，将块状材料10填充在相邻的沉箱3,3之间的接头12中，以在发生海啸波等时抑制接头12的区域中的大量流动，从而确保了稳定性基坑版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2011214260A Device and method for feeding earth and sand 有权
标题翻译：用于输送地球和沙子的装置和方法
公开(公告)号：JP2011214260A
公开(公告)日：2011-10-27
申请号：JP2010081572
申请日：2010-03-31
申请人： Osaka City Univ , Toyo Constr Co Ltd , 公立大学法人大阪市立大学 , 東洋建設株式会社
发明人： SHIGEMATSU TAKAMASA , KANAZAWA TAKESHI , YOSHIDA YASUO , TSURUGASAKI KAZUHIRO , MORITA KENJI
IPC分类号： E02D15/10
摘要： PROBLEM TO BE SOLVED: To effectively suppress turbidity and a flow in a surrounding water area at the feeding work of earth and sand using a tremie pipe.SOLUTION: By opening a cover 22 arranged at a front end 16 of the tremie pipe 10 upon the feed of the earth and sand, a water-depth directionally narrow space is formed between the cover 22 and the water bottom in a predetermined sphere around the front end 16 of the tremie pipe 10. The flow of the earth and sand fed through a base end of the tremie pipe 10, fallen in the tremie pipe 10 and discharged from the front end 16 is rectified in the water-depth directional narrow space, so that the turbidity and the flow in the surrounding water area is suppressed.
摘要翻译：要解决的问题：使用颤音管道有效地抑制砂土供给工作时的周围水域的浊度和流动。解决方案：通过打开布置在颤音管10的前端16上的盖22 地球和沙子的进给，在盖子22和水底部之间的预定球体中围绕颤音管10的前端16形成水深方向狭窄的空间。通过基底在水深方向狭窄空间中整流了从前端16排出的颤音管10中的颤音管10的末端，从而抑制了浊度和周围水域的流动。

10. 发明专利

JP2005036580A Impervious method of continuous sheet pile wall and pressurized filling lid for fitting joint 有权
标题翻译：连续板墙的不正确方法和用于配合接头的加压填充油
公开(公告)号：JP2005036580A
公开(公告)日：2005-02-10
申请号：JP2003276624
申请日：2003-07-18
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： MIYAKE TATSUO , WADA MASATO , TSURUGASAKI KAZUHIRO , BABA SHINTARO
IPC分类号： E02D5/14 , B09B1/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide an impervious method of a continuous sheet pile wall capable of making high density filling of a plastic material to the inside of a fitting joint and greatly contributing to the improvement of imperviousness. SOLUTION: After a steel pipe sheet pile is continuously driven in the submarine ground through a revetment 3 surrounding a final disposal station to construct the continuous sheet pile wall, the inside of the fitting joint 7 consisting of a female joint member 8 and a male joint member 9 is filled with a clay system cut-off material M. After the filling of the cut-off material M, a lid body 11 is put on the upper end of the female joint member 8 of the fitting joint 7, and then, the cut-off material is filled inside of the fitting joint 7 through a cylinder body 13 combined with the lid body 11, a loading body 14 is also inserted in the cylinder body 13 to apply pressure to the cut-off material to be filled, and the cut-off material inside of the fitting joint 7 is highly densified. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够将塑料材料高密度填充到配合接头内部的连续板桩壁的不渗透方法，并且极大地有助于提高不渗透性。解决方案：通过围绕最终处理站的护岸3在海底地面中连续地驱动钢管桩桩，以构造连续的板桩墙，装配接头7的内部由阴接头构件8和阳接头构件9填充有粘土系切割材料M.在填充切断材料M之后，将盖体11放置在装配接头7的阴接头构件8的上端，然后，将切断材料通过与盖体11组合的筒体13填充在装配接头7的内部，装载体14也插入到缸体13中，以对截止材料施加压力并且装配接头7内的切断材料被高度致密化。版权所有（C）2005，JPO＆NCIPI

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