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1. 发明专利

JP2014173586A Floating body offshore wind turbine generator facility 有权
标题翻译：浮标式海洋风力发电机设施
公开(公告)号：JP2014173586A
公开(公告)日：2014-09-22
申请号：JP2013050180
申请日：2013-03-13
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Kyoto Univ , 国立大学法人京都大学 , Hitachi Ltd , 株式会社日立製作所
发明人： SATO IKU , ASANO HITOSHI , UTSUNOMIYA TOMOAKI , YOSHIDA SHIGEO
IPC分类号： F03D9/00 , F03D11/04
CPC分类号： F03D13/10 , B63B1/048 , B63B5/18 , B63B5/22 , B63B21/50 , B63B35/44 , B63B39/005 , B63B39/06 , B63B2001/044 , B63B2021/505 , B63B2035/442 , B63B2035/446 , B63B2039/067 , E02D27/10 , E02D27/425 , E02D27/50 , E02D27/52 , F03D1/06 , F03D9/25 , F03D11/045 , F03D13/22 , F03D13/25 , F05B2240/93 , F05B2240/95 , Y02E10/721 , Y02E10/726 , Y02E10/727
摘要： PROBLEM TO BE SOLVED: To provide a spar type floating body offshore wind turbine generator facility in which a reduction of generating efficiency caused by inclination of a tower is restricted, a rotating motion (yawing motion) around a vertical shaft is restricted, further a ship is prevented from being contacted with a mooring rope and at the same time an inclined attitude of the tower can be properly held.SOLUTION: This invention relates to a floating body offshore wind turbine generator facility 1 constituted by a floating body 2, mooring rope 3, tower 4, nacell 6 installed at the top part of the tower 4 and a wind turbine 5 composed of a plurality of blades 7. The wind turbine 5 is of a down-wind type in which its rotation axis is inclined upward by a prescribed angle in order to avoid contact between the blade 7 and the tower 4, the blade 7 is attached to a downstream side of the nacell 6 and the rear surface of the blade 7 is installed while facing upstream side, the mooring point of the mooring rope 3 to the floating body 2 is under sea level and set at a higher position than a center of gravity of the floating body 2.
摘要翻译：要解决的问题：为了提供限制塔架倾斜引起的发电效率降低的翼型式浮体式海上风力发电机设备，围绕竖直轴的旋转运动（偏转运动）受到限制，另外还有一艘船防止与系泊绳接触，同时可以适当地保持塔的倾斜姿态。解决方案：本发明涉及一种浮体海上风力发电设备1，其由浮体2，系泊绳3 塔4，安装在塔架4的顶部的机架6和由多个叶片7组成的风力涡轮机5.风力涡轮机5是下风式的，其旋转轴线向上倾斜规定的角度以避免叶片7和塔架4之间的接触，叶片7附接到小翼6的下游侧，并且叶片7的后表面安装成面向上游侧，系泊杆系泊绳索3到浮体2的海拔处于海平面以下并且设置在比浮体2的重心更高的位置。

2. 发明专利

JP2012201218A Method for constructing offshore wind power generation facility 有权
标题翻译：构建海上风力发电设施的方法
公开(公告)号：JP2012201218A
公开(公告)日：2012-10-22
申请号：JP2011067679
申请日：2011-03-25
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： SATO IKU , KOBAYASHI OSAMU , UTSUNOMIYA TOMOAKI
IPC分类号： B63B35/00 , B63B9/06 , B63B35/44 , B63B43/06
摘要： PROBLEM TO BE SOLVED: To reduce construction costs by enabling easy and safe installation on the ocean.SOLUTION: A method for constructing offshore wind power generation facilities includes: a first procedure of transporting a floating body to an erection location; a second procedure of erecting the floating body in an upright state by throwing ballast into the floating body; a third procedure of making the floating body reach the bottom of the sea by throwing in ballast water 31 after towing the floating body to a sea area shallower than an offshore installation location; a fourth procedure of mounting a deck and a tower; and a fifth procedure of floating the floating body by discharging the ballast water 31 and of towing the floating body to the offshore installation location.
摘要翻译：要解决的问题：通过在海洋上轻松安全地安装来降低施工成本。解决方案：一种构建海上风力发电设备的方法，包括：将浮体运输到安装位置的第一步骤; 通过将压载物投掷到浮体中而以直立状态竖立浮体的第二过程; 通过在将浮体牵引到比海上安装位置浅的海域的情况下通过投掷压载水31来使浮体到达海底的第三步骤; 安装甲板和塔架的第四步骤; 以及通过排放压载水31并将浮体牵引到海上安装位置来浮动浮体的第五步骤。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2010014451A Non-destructive inspection method of filling state of gap of connection means 有权
标题翻译：连接方式填充状态的非破坏性检查方法
公开(公告)号：JP2010014451A
公开(公告)日：2010-01-21
申请号：JP2008172740
申请日：2008-07-01
申请人： Geostr Corp , Nippon Splice Sleeve Kk , Railway Technical Res Inst , Shin Nippon Hihakai Kensa Kk , Toda Constr Co Ltd , ジオスター株式会社 , 戸田建設株式会社 , 新日本非破壊検査株式会社 , 日本スプライススリーブ株式会社 , 財団法人鉄道総合技術研究所
发明人： TANIMURA YUKIHIRO , OKAMOTO MASARU , HARADA KAZUHIRO , KOBAYASHI OSAMU , SATO IKU , UDAGAWA NORIHIKO , TSUJI TOSHIYUKI , ABUKAWA MASAHIRO , OGATA TSUTOMU , IMAGAWA YUKIHISA , TOMITAKA TAKEYUKI
IPC分类号： G01N29/04 , E04C5/18 , G01N29/00
摘要： PROBLEM TO BE SOLVED: To provide a non-destructive inspection method which enables the safe and certain inspection of whether a connection means is perfectly filled with a grout material after execution.
SOLUTION: The non-destructive inspection method is composed of: the process 1 for arranging the connection means at the position opposed to a member to be connected; the process 2 for filling the gap 6 of the connection means with the grout material 3 from the grout material injection port 4 formed to one end side of the connection means by an appropriate means; the process 3 for completing filling when a state is achieved that the grout material 3 is charged and discharged from the extended discharge cylinder 8 filled with the grout material 3 and mounted on the grout material discharge port 5 formed to the other end side of the connection means; the process 4 for bringing a probe into contact with the surface of the end part on the exposed side of the extended discharge cylinder in a state that the grout material 3 in the gap 6 of the connection means and in the extended discharge cylinder is solidified; and the process 5 for transmitting the ultrasonic wave from the probe connected to an ultrasonic flaw detector to the grout material charged and solidified in the extended discharge cylinder and measuring the state of the reflected wave from the grout material by the ultrasonic flaw detector to confirm the presence and state of the gap 6 in the connection means.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种非破坏性的检查方法，其能够在执行后能够安全和一定地检查连接装置是否完全填充了灌浆材料。解决方案：非破坏性检查方法包括：将连接装置布置在与要连接的部件相对的位置处的过程1; 用于通过适当的装置从连接装置的一端侧从灌浆材料注入口4填充连接装置的间隙6的浆料材料3的工艺2; 实现填充材料3从填充有灌浆材料3的延长排出筒8充填并安装在形成于连接件的另一端侧的浆料材料排出口5上的状态下的填充处理3 手段; 用于使连接装置的间隙6中的灌浆材料3和延伸的排出筒中的灌浆材料3固化的状态，使探针与扩展排出筒的露出侧的端部的表面接触的工序4; 以及用于将超声波从连接到超声波探伤仪的探头发射到在扩展放电气缸中充填和固化的灌浆材料的过程5，并通过超声波探伤仪测量来自灌浆材料的反射波的状态，以确认连接装置中间隙6的存在和状态。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2013173612A Optical fiber cable winding drum and communication system using the same 有权
标题翻译：光纤电缆卷绕鼓和使用该通信系统的通信系统
公开(公告)号：JP2013173612A
公开(公告)日：2013-09-05
申请号：JP2012040224
申请日：2012-02-27
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Nihon Electric Wire & Cable Co Ltd , 日本電線工業株式会社
发明人： SATO IKU , KAMATA HITOSHI
IPC分类号： B65H49/00 , H04B10/50 , H04B10/60
摘要： PROBLEM TO BE SOLVED: To easily achieve a long-range communication network ranging from several hundred meters to several kilometers, even on site.SOLUTION: An optical fiber cable winding drum includes a body part 2a around an outer periphery of which an optical fiber cable 3 is wound. A communication means can be extended by delivering the optical fiber cable 3 from one end side. A connector 7 allowing a LAN cable 6 connected to a switching hub 5 with a power supply function to be connected from the outside is provided at a side surface of the optical fiber cable winding drum 2. A power supply separation device 8 separating a signal from the switching hub 5 into a power supply and data and a media converter 9 are built in an internal space of the body part 2a. The media converter, to which the other end of the optical fiber cable 3 is connected, is connected to the power supply separation device 8, using the power supply separated by the power supply separation device 8 as a driving power supply, and performs signal conversion in accordance with a difference between communication media of the optical fiber cable 3 and the LAN cable 6.
摘要翻译：要解决的问题：为了容易地实现几百米到几公里甚至现场的远程通信网络。解决方案：光纤电缆卷绕筒包括围绕其外周的主体部分2a，光缆 3是伤口。可以通过从一端侧传送光纤电缆3来扩展通信装置。在光纤电缆卷绕鼓2的侧面设置有允许从外部连接具有电力供应功能的交换集线器5的LAN电缆6的连接器7.将电源分离装置8 切换集线器5成为电源，数据和媒体转换器9内置在主体部分2a的内部空间中。使用由电源分离装置8分离的电源作为驱动电源，连接光纤电缆3的另一端的媒体转换器与电源分离装置8连接，并进行信号转换根据光纤电缆3的通信介质和LAN电缆6之间的差异。

5. 发明专利

JP2012229529A Time management system for concrete placement and the time management method 有权
标题翻译：混凝土时间管理系统和时间管理方法
公开(公告)号：JP2012229529A
公开(公告)日：2012-11-22
申请号：JP2011096923
申请日：2011-04-25
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： SATO IKU , UMEMOTO MUNEHIRO , KATSUKI YASUKI , IDO YASUHIRO , TATENO TAKANOBU , BABA ASAYUKI , HATA NAOTO , TANAKA TORU , YAMADA TSUTOMU
IPC分类号： E04G21/00 , B28B1/08
摘要： PROBLEM TO BE SOLVED: To provide a time management system for concrete placement, which solves the problems in conventional time management systems for concrete placement that manual recording for each placement layer by an operator is time-consuming and erroneous due to negligence of measurement or recording, or misdescription of the time of placement on a consolidated fresh concrete.SOLUTION: A time management system 1 for concrete placement comprises an acceleration sensor device 3 which is set in a construction area 4 for placing concrete in a formwork so as to detect the vibration of a vibrator for compaction in use during concrete placement, a radio transmission device on the side of concrete placement site which is connected to the acceleration sensor device 3, a radio receiver on a management side which receives data from the radio transmission device, a management server 6 connected to the radio receiver, and a terminal computer 6b connected to the management server. The acceleration sensor device 3 detects the initiation and completion of the vibration of the vibrator for the management of concrete placement.
摘要翻译：要解决的问题：为了提供用于混凝土浇筑的时间管理系统，其解决了常规时间管理系统中用于具体放置的问题，操作者对于每个铺设层的手动记录是由于过度的错误而耗时和错误的测量或记录，或者是将混合新拌混凝土放置时间的错误描述。解决方案：用于混凝土浇筑的时间管理系统1包括加速度传感器装置3，该加速度传感器装置3设置在用于将混凝土置于模板中的结构区域4中，以便在混凝土浇筑期间检测振动器用于压实的振动，与加速度传感器装置3连接的混凝土配置位置侧的无线发送装置，从无线发送装置接收数据的管理侧的无线接收机，连接到无线接收机的管理服务器6，以及终端计算机6b连接到管理服务器。加速度传感器装置3检测振动器的振动的开始和完成，以便管理混凝土的放置。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2012202076A Construction device of overhead viaduct and construction method of overhead viaduct 审中-公开
标题翻译：超越威胁的构造设备和超越威胁的构造方法
公开(公告)号：JP2012202076A
公开(公告)日：2012-10-22
申请号：JP2011066348
申请日：2011-03-24
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： ASANO HITOSHI , KOBAYASHI OSAMU , SATO IKU
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction device of an overhead viaduct, capable of surely coping with sudden cross section change in movement of a front moving device.SOLUTION: A construction device 16 for foundation work and a construction device 18 for member erection comprise lower girders 20 and 22 movably supported by a pile 28 or a stand pipe 30 for pipe driving, and upper girders 24 and 26 which are made movable to the lower girders 20 and 22. The construction device 18 for member erection includes a front moving device 62 for movably supporting a front part of the upper girder 26 on the lower girder 24, and a rear moving device 64 for movably supporting a rear part of the upper girder 26 on a constructed overhead viaduct 14. The front moving device 62 is turned to a gate shape including leg parts 74 positioned at both sides in an advancing direction and an upper connection part 76 for connecting the leg parts 74 at an upper position, and the upper connection part 76 is provided with a rotary support mechanism for supporting the leg parts 74 rotatably in the horizontal direction and an expanding/contracting mechanism for expanding/contracting an interval of the leg parts 74.
摘要翻译：要解决的问题：提供一种架空高架桥的施工装置，其能够确保应对前移动装置的突然的横截面变化。解决方案：用于基础工作的施工装置16和用于构件架设的施工装置18包括由桩28或用于管驱动的立管30可移动地支撑的下桁架20和22，以及制成的上桁架24和26 可移动到下桁架20和22。用于构件架设的施工装置18包括用于可移动地支撑下梁32上的上梁26的前部的前移动装置62和用于可动地支撑后侧的后移动装置64 上部梁26的一部分在构造的高架桥14上。前移动装置62转向包括位于前进方向两侧的腿部部件74的门形状，以及用于将脚部件74连接到上部连接部分76的上部连接部分76 上部连接部76设置有用于沿水平方向可旋转地支撑腿部部件74的旋转支撑机构和用于伸缩的伸缩机构（C）2013，JPO＆INPIT

7. 发明专利

JP2010203155A Device and method for constructing viaduct right above 有权
标题翻译：用于构建右上角的装置和方法
公开(公告)号：JP2010203155A
公开(公告)日：2010-09-16
申请号：JP2009050256
申请日：2009-03-04
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： ASANO HITOSHI , KOBAYASHI OSAMU , SATO IKU
IPC分类号： E01D21/00 , E01D1/00 , E02D27/16 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a device for constructing a viaduct right above a foundation, for reducing cost and shortening a construction period using generally-used members mainly in erection of a girder.
SOLUTION: This device includes: a construction device 16 for foundation work, which performs substructure work such as construction of a pile; and a construction device 18 for erection of a member, which perform superstructure work for the viaduct 14 etc. on the foundation work. Each of the construction devices 16 and 18 includes: lower girders 20 and 21 which are movably supported on a pile 24 or a stand pipe 26 for driving the pile which are precedently constructed; and upper girders 22 and 23 which are movably supported on the lower girders 20 and 21. The construction device 16 performs the construction of the pile 24 or the stand pipe 26, and the construction device 18 places a precast member in a predetermined position.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在基础上建造高架桥的装置，为了降低成本，并且使用主要用于竖立大梁的一般使用的构件来缩短施工周期。解决方案：该装置包括：用于基础工作的施工装置16，其执行桩的构造等下部结构工作; 以及用于在基础工作上架设用于高架桥14等的上部结构工作的构件的构造装置18。每个施工装置16和18包括：可动地支撑在桩24上的下桁架20和21或用于驱动先前构造的桩的立管26; 以及可动地支撑在下梁20和21上的上梁22和23.施工装置16执行桩24或立管26的结构，施工装置18将预制构件放置在预定位置。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2008255602A Variable cross-section tower-like structure constructed by precast construction method 有权
标题翻译：通过预测结构方法构建的可变横截面塔式结构
公开(公告)号：JP2008255602A
公开(公告)日：2008-10-23
申请号：JP2007097127
申请日：2007-04-03
申请人： Nippon Hume Corp , Toda Constr Co Ltd , 戸田建設株式会社 , 日本ヒューム株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , KOBAYASHI OSAMU , SATO IKU , NOMOTO SADAHISA , SATO TAKUMI , MURANO KOSAKU , YAMANAKA NORIYUKI
IPC分类号： E04H12/16
CPC分类号： E04H12/16 , E04H12/12
摘要： PROBLEM TO BE SOLVED: To construct the whole of a variable cross-section tower-like structure such as a wind power generation tower, including a tubular body with a formed opening by using a precast construction method. SOLUTION: In a lowermost block B 0 , a precast tower-like body 16 with an opening, the opening 18 of which is formed at a downside with respect to a precast tubular body 17 of a boundary and which has a thickened portion 19 thickened to the side of an inner peripheral surface over a prescribed range in a circumferential direction with respect to the opening 18 is arranged; prestressing steel 14 which is extended from the side of a foundation 12 is anchored to an outer peripheral portion of the top surface of the precast tubular body 17; prestressing steel 14A corresponding to the thickened portion 19 among pieces of prestressing steel extended to the side of an upper-side precast tubular body 5 has an anchoring portion on the side of the foundation 12, and inserted through the thickened portion 19 so as to be extended to the side of the precast tubular body 5; and unbonded prestressing steel 28 which is arranged in a location except the thickened portion 19, anchored to an inner peripheral portion of an undersurface of the precast tubular body 17, and extended to the side of the precast tubular body 5. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过使用预制构造方法来构造整体的具有形成开口的管状体的风力发电塔等整体的截面塔式结构。解决方案：在最下面的块B 0 中，具有开口的预制塔状体16，其开口18相对于预制管状体17形成在下侧并且具有相对于开口18在周向上在规定范围内增厚的内周面侧的增厚部19; 从基座12的侧面延伸的预应力钢14被锚定在预制管体17的上表面的外周部; 延伸到上侧预制管状体5一侧的预应力钢片中的与加厚部19对应的预应力钢14A，在基础部件一侧具有锚固部，并且通过加厚部19插入，延伸到预制管状体5的侧面; 和未粘合的预应力钢28，其布置在除了加厚部分19之外的位置，锚固在预制管状体17的下表面的内周部分并延伸到预制管状体5的侧面。版权所有：（C）2009，JPO＆INPIT

9. 发明专利

JP2008188135A Line installation support system in multipurpose stadium 有权
标题翻译：多用途体育场线路安装支援系统
公开(公告)号：JP2008188135A
公开(公告)日：2008-08-21
申请号：JP2007023826
申请日：2007-02-02
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： SATO IKU
IPC分类号： A63C19/06
摘要： PROBLEM TO BE SOLVED: To permit guide cordage such as a rope or a wire to be very simply and effectively stretched in accordance with a variety of sports even in a multipurpose stadium where many sports are played.
SOLUTION: The line installation support system is composed of wireless IC tags 2 embedded at mark positions including corners and intersections and having identification information for every supposed field line of sports, markers 3 provided so as to make the embedment positions of the wireless IC tags 2 visibly from a ground surface, a reader 5 reading the identification information of the wireless IC tags 2, a portable computer 4 connected to the reader 5 and storing information of correspondences between the embedment positions of the wireless IC tags 2 having the identification information and the mark positions of field lines of sports and capable of displaying the position information of the wireless IC tags 2 read through the reader 5 on a monitor in relation to the supposed field lines of sports or display equipment having storage and computation functions.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使在播放许多运动的多用途体育场中，也可以根据各种运动，非常简单有效地拉伸诸如绳索或电线之类的引导绳索。解决方案：线路安装支持系统由无线IC标签2组成，嵌入在包括角落和交叉点的标记位置，并具有每个假设的运动场线的识别信息，标记3被设置成使无线的嵌入位置 IC标签2从地面明显地读取，读取器5读取无线IC标签2的识别信息，连接到读取器5的便携式计算机4，并存储具有识别信号的无线IC标签2的嵌入位置之间的对应信息信息和运动场线的标记位置，并且能够在监视器上显示通过读取器5读取的无线IC标签2的位置信息相对于具有存储和计算功能的运动或显示设备的假想场线。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2011220100A Solid viaduct structure and construction method of the same 有权
标题翻译：实体结构及其构造方法
公开(公告)号：JP2011220100A
公开(公告)日：2011-11-04
申请号：JP2011064542
申请日：2011-03-23
申请人： Geostr Corp , Toda Constr Co Ltd , ジオスター株式会社 , 戸田建設株式会社
发明人： ASANO HITOSHI , KOBAYASHI OSAMU , SATO IKU , TANAKA HIDEKI , YOKOO AKIHIKO , FUJIE YUI
IPC分类号： E01D1/00 , E01D4/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a solid viaduct structure capable of simplifying a structure format of a half-split arch beam, a cross beam, and a slab, and suppressing the height of the viaduct while reducing a number of components, improving work efficiency, and simplifying a connection method.SOLUTION: A solid viaduct structure 10 comprises a concrete bridge pier 16 erected on the ground or the foundation, a precast vertical beam built and supported on the bridge pier 16 in a bridge axial direction, and a precast concrete slab 20 built on the vertical beam in a direction intersecting the bridge axis. The vertical beam is a semi-split arch beam 18 having a mounting portion 24 to the bridge pier 16, and a pair of half-split arch portions 26 having a plane upper surface and a lower surface divided half by an arch top portion extending from the mounting portion 24 to both sides. The slab 20 is integrally provided with a cross beam built in the direction intersecting the bridge pier on the vertical beam, and comprises a first slab member 28 built at an upper surface center portion of the half-split arch beam 18, and a second slab member 30 built on a vertical beam upper surface except for the upper surface center portion of the half-split arch beam 18.
摘要翻译：要解决的问题：为了提供能够简化半分割拱梁，横梁和板坯的结构形式的固体高架桥结构，并且在减少多个部件的同时抑制高架桥的高度，提高工作效率，简化连接方式。解决方案：固体高架桥结构10包括竖立在地面或地基上的混凝土桥墩16，在桥墩16上以桥轴方向建造和支撑的预制垂直梁，以及建在其上的预制混凝土板20 垂直梁在与桥轴相交的方向上。垂直梁是具有到桥墩16的安装部分24的半分割拱梁18，以及一对半剖面拱形部分26，其具有平面上表面和下表面，所述平面上表面和下表面被拱顶部分开，安装部分24到两侧。板坯20一体地设置有沿垂直梁上与桥墩相交的方向的横梁，并且包括构成在半劈拱梁18的上表面中心部分处的第一板坯构件28和第二板构件30构建在垂直梁上表面上，除了半分割拱梁18的上表面中心部分。版权所有（C）2012，JPO＆INPIT

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