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51. 发明专利

JP2005013880A Vacuum suction oil recovery system 有权
标题翻译：真空吸油回收系统
公开(公告)号：JP2005013880A
公开(公告)日：2005-01-20
申请号：JP2003182388
申请日：2003-06-26
申请人： Japan Workvessel Association , Mitsui Zosen Tekko Koji Kk , Port & Airport Research Institute , Shikoku Regional Development Bureau Ministry Of Land Infrastructure & Transport , 三井造船鉄構工事株式会社 , 国土交通省四国地方整備局長 , 独立行政法人港湾空港技術研究所 , 社団法人日本作業船協会
发明人： SANO MASAYOSHI , YOSHIE MUNEO , FUJITA ISAMU , MIURA HIDEO , TATSUKUCHI MASAMITSU
IPC分类号： E02B15/10 , C02F1/40
CPC分类号： Y02A20/204
摘要： PROBLEM TO BE SOLVED: To suck and recover oil floating on the water surface at a high concentration by using a negative pressure generated around a high-speed jet stream by noticing the principle of a tornado.
SOLUTION: A vacuum suction oil recovery system is a system for recovering oil floating on the water surface by vacuum suction. Air d is sucked by a vacuum suction device 5 through an air suction pipe 4, a cyclone gas-liquid separator 3, an oil suction pipe 2, and a suction opening 1. Floating oil (a) on the water surface is sucked by carrying it with a high-speed jet stream j of the air sucked from the suction opening 1.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过注意到龙卷风的原理，通过使用在高速喷射流周围产生的负压，以高浓度吸入和回收浮在水面上的油。
解决方案：真空吸油回收系统是通过真空抽吸回收浮在水面上的油的系统。空气d由真空抽吸装置5通过吸气管4，旋风分离器气液分离器3，吸油管2和吸入口1吸入。水面上的浮油（a）通过携带它具有从吸入口1吸入的空气的高速喷射流j。版权所有（C）2005，JPO＆NCIPI

52. 发明专利

JP2004183364A Underground continuous cut off wall structure in land 审中-公开
公开(公告)号：JP2004183364A
公开(公告)日：2004-07-02
申请号：JP2002352905
申请日：2002-12-04
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , Yokohama National Univ , 五洋建設株式会社 , 横浜国立大学長 , 独立行政法人港湾空港技術研究所
发明人： TSUCHIDA TAKASHI , WATABE YOICHI , IMAI GORO , YAMADA KOICHI
IPC分类号： E02D5/20 , B09C1/00 , B09C1/04
摘要： PROBLEM TO BE SOLVED: To provide an underground continuous cut off wall structure in land improving the durability, withstanding a strong external force in an earthquake without damage, bringing no crack by the ground movement, impairing no water sealability, and forming land at a low cost as compared with the in-situ solidified wall or a continuous underground wall.
SOLUTION: The underground continuous cut off wall in land is constituted by filling a filler 33 made by modifying to a gelatinous condition by adding clay minerals and a gelatinizer into a clay-suspension with an adjusted moisture content and mixing an impervious material having a deformation following nature with sand or aggregate such as crushed stones into a continuous underground ditch 30 formed in the depth down to the underground impervious layer 22.
COPYRIGHT: (C)2004,JPO&NCIPI

53. 发明专利

JP2004181394A Water barrier base structure of waste reclaimed land 审中-公开
公开(公告)号：JP2004181394A
公开(公告)日：2004-07-02
申请号：JP2002352899
申请日：2002-12-04
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , Yokohama National Univ , 五洋建設株式会社 , 横浜国立大学長 , 独立行政法人港湾空港技術研究所
发明人： TSUCHIDA TAKASHI , WATABE YOICHI , IMAI GORO , YAMADA KOICHI
IPC分类号： E02B3/12 , B09B1/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a water barrier base structure of a waste reclaimed land sufficiently satisfying a water barrier property, and capable of maintaining the predetermined water barrier property with respect to an increase in the overburden pressure by charging waste, the external forces such as an earthquake or a billow, and the deformation such as uneven settlement of the foundation ground. SOLUTION: The surface of the permeable ground 1 at the bottom part of the reclaimed land is provided with water barrier material layers 13 with a deformation following property and formed by laminating water barrier materials having liquidity during lamination and the deformation following property after the lamination in a laminar state having the thickness providing a desired water barrier property. The surface of the water barrier material layers 13 with the deformation following properties is covered with a sheetlike material 14 such as geotextile for protecting the water barrier material layer with the deformation following property. The sheetlike material 14 is laminatedly pressed with the sheetlike material 14, and a coating material layer 15 is provided for protecting the sheetlike material 14 and the water barrier material layers 13 from landfill such as waste. COPYRIGHT: (C)2004,JPO&NCIPI

54. 发明专利

JP2004060035A Corrosion-preventive structure and corrosion prevention method 有权
公开(公告)号：JP2004060035A
公开(公告)日：2004-02-26
申请号：JP2002223834
申请日：2002-07-31
申请人： Denki Kagaku Kogyo Kk , Port & Airport Research Institute , Taisei Corp , 大成建設株式会社 , 独立行政法人港湾空港技術研究所 , 電気化学工業株式会社
发明人： HAMADA HIDENORI , YOKOTA HIROSHI , IWANAMI MITSUHO , MARUYA TAKESHI , HORIGUCHI KENICHI , TAKEDA HITOSHI , SHINDO TAKEFUMI , WATANABE YOSHIHARU , SAKAI ETSURO , ISHIKAWA HIROKO
IPC分类号： E02B3/04 , C23F15/00
摘要： PROBLEM TO BE SOLVED: To provide a corrosion-preventive structure which has high corrosion prevention effect with a safe material, and to provide a corrosion prevention method.
SOLUTION: The corrosion-preventive structure consists of a surface layer material 1 formed by the sticking of marine living things and a body part 2 for arranging the surface layer material at a part or the whole part of the surface; wherein the one obtained by sticking marine living things to a planar material or a sheet material or a planar material consisting of the bottom shells of marine living things can be used. Further, the surface layer material can be arranged only at the place required in the body part. The corrosion-preventive structure can be composed also of the surface layer material formed by the sticking of marine living things and a concrete structure constructed with the surface layer material as a form.
COPYRIGHT: (C)2004,JPO

55. 发明专利

JP2003013437A Method for preventing draw-out of back-filling soil 有权
标题翻译：防止背部填充土壤排出的方法
公开(公告)号：JP2003013437A
公开(公告)日：2003-01-15
申请号：JP2001197305
申请日：2001-06-28
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , Kouki Zen , 五洋建設株式会社 , 功企善 , 独立行政法人港湾空港技術研究所
发明人： ZEN KOUKI , YAMAZAKI HIROYUKI , HAYASHI KENTARO , HAYASHI NORIO
IPC分类号： E02B3/12 , E02D3/00 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a method for preventing draw-out of back-filling soil, which positively and efficiently prevents the draw-out of the back-filling soil stuck onto a rear side of a construction facing the sea.
SOLUTION: The method for preventing the draw-out of the back-filling soil, is carried out by injecting auxiliary liquid into the back-filling soil 6 stuck onto the rear side of the construction facing the sea, from injection holes 10 formed in a sand-preventing sheet 5 covering back-filling ballast 4, and then injecting penetration setting liquid into the back-filling soil 6.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种防止背面填土的拉出的方法，其能够有效地防止粘贴在面向大海的构造的后侧的后填充土壤的抽出。解决方案：通过将辅助液体注入粘贴到面向大海的构造的后侧的后填土6中，由形成在后面的注入孔10中的注入孔10进行，防水片材5覆盖背部填充压载物4，然后将渗透固化液注入回填土6。

57. 发明专利

JP2013256788A Structure body and lining method using fiber-reinforced cementitious composite with multiple fine cracks 有权
标题翻译：使用纤维增强复合材料与多个细裂纹的结构体和内衬方法
公开(公告)号：JP2013256788A
公开(公告)日：2013-12-26
申请号：JP2012132756
申请日：2012-06-12
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Nagoya Univ , 国立大学法人名古屋大学 , Port & Airport Research Institute , 独立行政法人港湾空港技術研究所
发明人： HANEBUCHI TAKASHI , AMINO TAKAHIKO , TANAKA RYOICHI , KUNIEDA MINORU , KATO EMA , KAWABATA YUICHIRO , IWANAMI MITSUHO
IPC分类号： E04G23/02 , E04B2/84
摘要： PROBLEM TO BE SOLVED: To provide a structure body and a lining method effectively exhibiting strain hardening properties of a fiber-reinforced cementitious composite with multiple fine cracks and further improving flexural capacity of a reinforcement target body.SOLUTION: A reinforcing layer 3, which is comprised of a metallic stress transmission member 5 extending in the axial direction of a reinforcement target body 2 and fixed on the surface of the reinforcement target body 2 erected supporting a superstructure 6 and a fiber-reinforced cementitious composite with multiple fine cracks 4 covering the surface of the reinforcement target body 2 along with the stress transmission member 5, is fixed to the reinforcement target body 2 and both of these are integrated together, and the fiber-reinforced cementitious composite with multiple fine cracks 4 is made to get into concrete 6a forming the superstructure 6, thus integrating the reinforcing layer 3 and the concrete 6a together.
摘要翻译：要解决的问题：提供一种有效地显示具有多个细裂纹的纤维增强水泥质复合材料的应变硬化性能的结构体和衬里方法，并进一步提高加强体的弯曲能力。解决方案：加强层3 包括在加强对象体2的轴向延伸的金属应力传递部件5，该金属应力传递部件5被固定在支撑上部结构6的竖立的加强体2的表面上，以及覆盖表面的多个细裂纹4的纤维增强水泥质复合体加强对象体2与应力传递部件5一起被固定在加强对象体2上，两者结合在一起，将具有多个细裂缝4的纤维增强水泥质复合体形成为混凝土6a成形上部结构6，从而将增强层3和混凝土6a整合在一起。

58. 发明专利

JP2013189815A Gravity type pier structure 有权
标题翻译：重量级型式结构
公开(公告)号：JP2013189815A
公开(公告)日：2013-09-26
申请号：JP2012057253
申请日：2012-03-14
申请人： Port & Airport Research Institute , 独立行政法人港湾空港技術研究所 , Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： SUGANO TAKAHIRO , KOHAMA EIJI , YOSHIDA MAKOTO , HARA MOTOHISA , IKENO KATSUYA
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a gravity type pier structure capable of obtaining large slide resistance force in an earthquake even when weight applied onto a bottom slab is light.SOLUTION: The gravity type pier structure comprises a gravity type revetment structure A composed of a rubble mound and a pier structure B constructed on the front side thereof. The pier structure B comprises a substructure 17 for which a plurality of pier support columns are integrally erected on an upper surface of a support column lower end supporting member 18 embedded under the front side of the revetment structure A, and a superstructure 16 including a floor slab supported by the substructure. The support column lower end supporting member 18 of the substructure is mounted on a water bottom foundation composed of rubbles and established at a water bottom, rubbles 23 configuring the revetment structure A are piled up on it, many vertically penetrating openings 20 are formed at the support column lower end supporting member 18, and the rubbles 23 configuring the revetment structure A are filled in the openings 20.
摘要翻译：要解决的问题：提供一种能够在地震中获得大的滑动阻力的重力型墩结构，即使施加到底板上的重量是轻的。解决方案：重力式墩结构包括重力式护舷结构A，瓦砾堆垛和在其前侧构造的码头结构B. 码头结构B包括底架17，多个码头支撑柱一体地竖立在嵌入在护岸结构A的前侧的支撑柱下端支撑构件18的上表面上，并且包括地板由底部支撑的板。底座的支撑柱下端支撑构件18安装在由瓦砾构成的水底基础上并建立在水底处，构成护岸结构A的瓦砾23堆积在其上，许多垂直穿透开口20形成在支撑柱下端支撑构件18，并且构成护岸结构A的瓦砾23填充在开口20中。

59. 发明专利

JP5300094B2 Horizontal compaction method of construction and ground improvement structure 有权
公开(公告)号：JP5300094B2
公开(公告)日：2013-09-25
申请号：JP2011010738
申请日：2011-01-21
申请人：独立行政法人港湾空港技術研究所 , 功企善 , 三信建設工業株式会社 , みらい建設工業株式会社 , 東興ジオテック株式会社 , 復建調査設計株式会社
发明人：浩之山崎 , 功企善 , 孝志新坂 , 良信原田 , 聡美飯川 , 武小西 , 雅樹足立 , 強岡見 , 照久藤井 , 和弘山田 , 圭太高田
IPC分类号： E02D3/12 , E02D3/08 , E02D27/38
摘要： PROBLEM TO BE SOLVED: To provide a method capable of performing ground improvement for an object ground by compaction without leaving unimproved parts even if an existing structure is present on a ground to be improved, and having a protuberance depression effect and an economical efficiency. SOLUTION: In a method for compacting a ground immediately below an existing structure, a shaft is constructed on a side of a ground to be improved, an improvement material is horizontally pressed into the ground to be improved from the inside of the shaft, and a consolidated body group 2 consisting of a plurality of connected consolidated bodies 1. This process is repeated to construct a plurality of rows of consolidated bodies and construct a plurality of stages of consolidated bodies. In this case, the consolidated bodies are constructed in the order from the upper stage to the lower stage. By such a method, the consolidated bodies can be constructed in a desired place without leaving unimproved parts. Further, as a result of the upper stage of consolidated body group precedently constructed, the influence of a consolidated body group constructed in a following manner transmits hardly to a ground surface and the protuberance can be depressed. Also, because the consolidated body group of a higher order does not hinder the construction of the consolidated body group of a lower order, a construction period is shortened in comparison with a conventional top-down construction method and economical efficiency is improved. COPYRIGHT: (C)2012,JPO&INPIT

60. 发明专利

JP5268063B2 Ultrasonic measuring device 有权
公开(公告)号：JP5268063B2
公开(公告)日：2013-08-21
申请号：JP2008322847
申请日：2008-12-18
申请人：独立行政法人港湾空港技術研究所
发明人：さゆり松本 , 景義片倉
IPC分类号： G01S15/89 , G01S7/521 , G01S7/524 , H04R17/00
摘要： PROBLEM TO BE SOLVED: To provide an ultrasonic measuring device measuring a sea bottom shape continuously even under high-speed operation without obtaining six conditions of three-dimensional positions, roll, pitch and yaw of a hull. SOLUTION: This ultrasonic measuring device includes: a transmitter for transmitting an ultrasonic wave having a different frequency in the azimuth direction; a receiver for receiving a reflected wave from an object of the ultrasonic wave transmitted from the transmitter;and a processing means for processing information of the reflected wave from the object as three-dimensional measurement results. The device also includes a connection means for connecting the three-dimensional measurement results successively. COPYRIGHT: (C)2010,JPO&INPIT

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