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1. 发明专利

JP2008297789A Washing device 有权
标题翻译：洗衣设备
公开(公告)号：JP2008297789A
公开(公告)日：2008-12-11
申请号：JP2007144522
申请日：2007-05-31
申请人： Gijutsu Kaihatsu Kenkyusho:Kk , Hokuriku Public Maintenance Kk , Japan Bridge Engineering Center , 北陸パブリックメンテナンス株式会社 , 株式会社技術開発研究所 , 財団法人海洋架橋・橋梁調査会
发明人： AKIYAMA KAZUO , YOSHIDA KOICHI
IPC分类号： E01H3/02 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide an epoch-making washing device capable of easily, inexpensively, and well washing, for example, bridges.
SOLUTION: This washing device comprises a water supply hose 4 having a submerged pump 3 at the front end and a water storage part 5 for storing the water supplied through the water supply hose 4. During the washing, a predetermined amount of water is stored in the water storage part 5 and a high-pressure pump 1 is driven to supply a predetermined amount of water from the water stored part 5 in which a predetermined amount of water is stored beforehand to the high-pressure pump 1 even if the supplied amount of water through the water supply hose 4 is increased or decreased. Therefore, the idle driving of the high-pressure pump 1 is prevented from occurring. A filter part 6 for removing impurities from the water is installed in the water supply passage from the water supply hose 4 to the portion where water is supplied to the high-pressure pump 1 through the water storage part 5. The water supply hose 4 is set longer so as to be suspended from the upper part of the bridge toward a river under the bridge and the submerged pump 3 at the end and submerged in the river.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供能够容易地，廉价地和良好地洗涤例如桥的划时代的洗涤装置。解决方案：该洗涤装置包括在前端具有浸没泵3的供水软管4和用于储存通过供水软管4供应的水的储水部分5.在洗涤期间，将预定量的水被储存在储水部5中，高压泵1被驱动，从预定量的水储存部5预先向高压泵1供给预定量的水，即使通过供水软管4供给的水量增加或减少。因此，能够防止发生高压泵1的怠速驾驶。用于从水中除去杂质的过滤器部分6安装在从供水软管4到水通过储水部分5向高压泵1供水的部分的供水通道中。供水软管4是设置较长，以便从桥梁的上部向桥下的河流悬挂，并将尾水泵3淹没在河流中。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2008075245A Construction method for pedestal concrete 有权
标题翻译：沥青混凝土施工方法
公开(公告)号：JP2008075245A
公开(公告)日：2008-04-03
申请号：JP2006252124
申请日：2006-09-19
申请人： Japan Bridge Engineering Center , Kajima Corp , 財団法人海洋架橋・橋梁調査会 , 鹿島建設株式会社
发明人： FUCHITA MASANOBU , YOSHIHARA TOMOYOSHI , KONDO HISAO , IWAMURA HIDEYO , SHINOHARA NOZOMI , HATA TERUMICHI , SAITO ISAO , YASUNORI MASAMICHI
IPC分类号： E02D23/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method for pedestal concrete, which enables the economical construction of the pedestal concrete with a flat upper surface by considerably omitting underwater work by a diver, without the use of large-sized equipment.
SOLUTION: A pedestal concrete form 5, in which a level measuring instrument, a level adjusting jack 9, a positioning winch 7 and a truss 17 are installed, is installed on the bottom 3 of the water while the positioning winch 7 is operated. The form 5 is positioned in a height direction by the jack 9 on the basis of data of the level measuring instrument. Subsequently, the pedestal concrete 43a and the pedestal concrete 43b are sequentially injected into the form 5 from an upper end of a sleeve pipe 22 which is exposed on the water, so as to form a pedestal 44. After that, the sleeve pipe 22 and the truss 17 are removed from the pedestal 44, and a caisson 45 is installed on the pedestal 44.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种基座混凝土的施工方法，其能够通过在不使用大型设备的情况下，潜水员大大省略水下作业，从而经济地构造具有平坦的上表面的基座混凝土。解决方案：在定位绞盘7为水平面的情况下，将水平测量仪器，液位调节千斤顶9，定位绞盘7和桁架17安装在底座3上的基座混凝土结构5 操作。基于电平测量仪器的数据，通过插孔9将形式5定位在高度方向。随后，将底座混凝土43a和底座混凝土43b从暴露在水中的套筒管22的上端依次注入到模型5中，以形成基座44.之后，套管22和桁架17从基座44移除，沉箱45安装在底座44上。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007051426A Bridge and construction method of bridge 有权
标题翻译：桥梁桥梁和构造方法
公开(公告)号：JP2007051426A
公开(公告)日：2007-03-01
申请号：JP2005235324
申请日：2005-08-15
申请人： Hitachi Zosen Corp , Honshu-Shikoku Bridge Expressway Co Ltd , Ishikawajima Harima Heavy Ind Co Ltd , Japan Bridge Engineering Center , Jfe Engineering Kk , Jfeエンジニアリング株式会社 , Kawada Industries Inc , Kawasaki Heavy Ind Ltd , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Mitsui Eng & Shipbuild Co Ltd , Public Works Research Center , Public Works Research Institute , Shimizu Corp , Sumitomo Heavy Ind Ltd , 三井造船株式会社 , 三菱重工橋梁エンジニアリング株式会社 , 住友重機械工業株式会社 , 川崎重工業株式会社 , 川田工業株式会社 , 日立造船株式会社 , 本州四国連絡高速道路株式会社 , 清水建設株式会社 , 独立行政法人土木研究所 , 石川島播磨重工業株式会社 , 財団法人海洋架橋・橋梁調査会 , 財団法人土木研究センター
发明人： FUMOTO KOICHIRO , MIYAZAKI MASAO , SHIMOTOI HIDEKI , SHIRAI HIDEJI , SUZAWA MASAHITO
IPC分类号： E01D11/04 , E01D2/04 , E01D11/02
摘要： PROBLEM TO BE SOLVED: To provide a bridge capable of having excellence in wind-resistance efficiency and obtaining a super-huge bridge having a huge center span (3,000 m class) which has not been erected hitherto. SOLUTION: The bridge 1 has a plurality of main towers 2 and 2 installed at an interval and a bridge girder 3 forming parts stretched to both sides through the main towers 2 and 2 in one box girder 31, and, forming the center between both towers in two box girders 32, and is so constituted that the bridge girder 3 in the vicinity of the main towers 2 is supported by a plurality of diagonal tensile cables 4 fixing each one end of them to the main towers and that the center is supported by a plurality of hanger ropes 5a, etc. suspended from two main cables 5 and 5 stretched through the tower tops 2a of the main towers. Each lower end of the hanger ropes 5a, etc. is connected to the outside edge 3a of the bridge girder of the main cable side suspending the hanger ropes 5a. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在风阻效率方面优异的桥梁，并获得迄今尚未建立的具有巨大中心跨度（3,000m级）的超巨型桥梁。解决方案：桥梁1具有多个安装在一定间隔的主塔架2和桥梁3，桥梁3形成通过一个箱梁31中的主塔架2和2的两侧延伸的部件，并形成中心在两个箱梁32中的两个塔之间，并且构造成使得主塔2附近的桥梁3由多个对角线拉伸电缆4支撑，将其一端固定到主塔，并且中心由从主塔的塔顶2a延伸的两根主缆5和5悬挂的多个悬挂绳索5a等支撑。悬挂绳索5a等的每个下端连接到吊挂绳索5a的主电缆侧的桥梁的外侧边缘3a。版权所有（C）2007，JPO＆INPIT

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