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11. 发明专利

JP2010101109A Aseismatic reinforcement structure of elevated bridge 有权
标题翻译：高架桥梁加固结构
公开(公告)号：JP2010101109A
公开(公告)日：2010-05-06
申请号：JP2008274982
申请日：2008-10-25
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： TANAKA KOICHI , SOGABE MASAMICHI , TANIMURA YUKIHIRO
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic reinforcement structure of an elevated bridge capable of reinforcing not only the ground part but also the underground part of a lower part structure of the elevated bridge to resist earthquake.
SOLUTION: This aseismatic reinforcement structure 1 of the elevated bridge is constituted by burying steel sheet piles 13a into the ground on a side away from a bridge axis along a pair of foundation beams 6, 6, burying steel sheet piles 13b into the ground on a side where a pair of adjacent orthogonally crossing foundation beams 7, 7 opposite to each other along the pair of adjacent orthogonally crossing foundation beams 7, 7, and constituting a reinforced concrete floor slab 62 to join head parts of the steel sheet piles 13a and the steel sheet piles 13b mutually and prevent them from being connected with a foundation structure 5 in order to form a foundation structure 63 to be newly added. This aseismatic reinforcement structure 1 includes a three-dimensional damper brace 71 composed of four brace bodies 72 arranged in a quadrangular pyramid shape and a history damping damper 73 connected with their upper ends. The lower ends of the brace bodies 72 are joined with corners in four sections being peripheral fringes of the reinforced concrete floor slab 62, respectively.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种不仅能够加强高架桥的下部结构的地面部分而且还能够抵抗地震的高架桥的抗震加固结构。解决方案：高架桥梁的这种抗震加固结构1是通过将钢板桩13a沿着一对基础梁6,6沿着桥梁轴线的一侧埋入地面而构成的，这些基础梁6,6将钢板桩13b埋入在一对相邻的正交交叉的基础梁7,7沿着一对相邻的正交基础梁7,7彼此相对的一侧，并且构成钢筋混凝土楼板62以连接钢板桩的头部 13a和钢板桩13b相互防止它们与基础结构5连接，以形成新添加的基础结构63。该抗震加强结构1包括三个阻尼器支架71，该三维阻尼器支架71由四个四角锥形的四个支撑体72和与其上端连接的历史阻尼阻尼器73组成。支撑体72的下端分别与四个部分的角部连接，分别是钢筋混凝土楼板62的周边条纹。版权所有（C）2010，JPO＆INPIT

12. 发明专利

JP2010037860A Method and system for evaluating level of damage to rc member 有权
标题翻译：评估RC会员损害程度的方法和系统
公开(公告)号：JP2010037860A
公开(公告)日：2010-02-18
申请号：JP2008203646
申请日：2008-08-06
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： SOGABE MASAMICHI , TANIMURA YUKIHIRO , NIHEI TATSUYA
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To efficiently evaluate a level of damage without visual observation of a column. SOLUTION: A system 1 for evaluating the level of damage includes peak sensors 2a, 2b and 2c, and a computation section 3 which performs the computation of measurement data from the peak sensors. The computation section 3 includes: a member angle computing section 6 which determines a maximum response member angle θ from the measurement data from the peak sensors; a conversion section 7 which converts the maximum response member angle to an elastic response displacement δ using elastoplastic characteristics including an equivalent natural period T eq of a rigid frame viaduct 4; a response characteristic computing section 8 which determines the elastic response characteristics of a structure group 21 using the equivalent natural period T eq and the elastic response displacement δ; an elastic response computing section 9 which computes the elastic response displacement by applying the equivalent natural period T eq of the rigid frame viaduct 4 as a non-measurement object to the elastic response characteristics of the structure group 21; and an inverse conversion section 10 which converts the elastic response displacement to the maximum response member angle. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了有效地评估没有目视观察柱的损伤水平。解决方案：用于评估损伤水平的系统1包括峰值传感器2a，2b和2c，以及计算部分3，其执行来自峰值传感器的测量数据的计算。计算部3包括：成员角度计算部6，根据来自峰值传感器的测量数据确定最大响应成员角度θ; 转换部分7，其使用包括刚性框架高架桥4的等效自然周期T S S S / SB的弹塑性特性将最大响应构件角度转换为弹性响应位移δ; 响应特性计算部分8，其使用等效的自然周期时间T S S S / S SB确定结构组21的弹性响应特性和弹性响应位移δ; 弹性响应计算部分9，其通过将作为非测量对象的刚性框架高架桥4的等效自然周期T S S S / S SB应用于结构组21的弹性响应特性来计算弹性响应位移; 以及将弹性响应位移转换为最大响应构件角度的逆变换单元10。版权所有（C）2010，JPO＆INPIT

13. 发明专利

JP2008223329A Earthquake-resisting reinforcing structure of viaduct 有权
标题翻译：地震强化强化结构
公开(公告)号：JP2008223329A
公开(公告)日：2008-09-25
申请号：JP2007063033
申请日：2007-03-13
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： OKANO MOTOYUKI , MATSUDA TAKASHI , TANAKA KOICHI , SOGABE MASAMICHI , KANDA MASAYUKI , TANIMURA YUKIHIRO , NISHIOKA HIDETOSHI
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To apply earthquake resisting reinforcement not only to a ground section of a lower structure but also to an underground section.
SOLUTION: In this earthquake-resisting reinforcing structure 1 of a viaduct, a steel sheet pile 13 is buried in a box shape in the ground 14 along a peripheral edge (the insides of foundation beams 6 and 6 and those of orthogonal foundation beams 7 and 7) of a rectangular planar space 81b, which is positioned in the bridge-axis-direction center of a foundation structure 5, among three rectangular planar spaces 81a, 81b and 81c surrounded by the foundation beams 6 and 6 and the orthogonal foundation beams 7 and 7. A reinforced concrete floor slab 62 is constructed in the planar space 81b so as to be subject to the jointing of the head of the steel sheet pile. The steel sheet pile 13 and the floor slab 62 form a foundation structure 63 as a second foundation structure which is newly constructed in earthquake-resisting reinforcing work. A three-dimensional damper brace 71 as a three-dimensional brace is arranged immediately above the planar space 81b, that is, immediately above the floor slab 62.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：不仅对下层结构的地面部分而且对地下部分施加抗震加固。解决方案：在高架桥的抗震加固结构1中，钢板桩13沿着周缘（基础梁6和6的内侧以及正交基座的内部）埋在地面14中的箱形在基础梁6和6所包围的三个矩形平面空间81a，81b和81c之间位于基础结构5的桥轴方向中心的矩形平面空间81b的横梁7和7以及正交基础梁7和7.钢筋混凝土楼板62被构造在平面空间81b中，以便受到钢板桩的头部的接合。钢板桩13和地板坯62形成作为新建在抗震加固工程中的第二基础结构的基础结构63。作为三维支架的三维阻尼器支架71布置在平面空间81b的正上方，即紧邻板坯62的上方。（C）2008，JPO＆INPIT

14. 发明专利

JP2008215961A Maximum response member angle measuring device for elevated bridge column and method of evaluating damage level of elevated bridge column 有权
标题翻译：用于高架桥的最大响应会员角度测量装置和评估高架桥梁的损伤水平的方法
公开(公告)号：JP2008215961A
公开(公告)日：2008-09-18
申请号：JP2007051972
申请日：2007-03-01
申请人： Railway Technical Res Inst , Tokyu Construction Co Ltd , 東急建設株式会社 , 財団法人鉄道総合技術研究所
发明人： NIHEI TATSUYA , SOGABE MASAMICHI , TANIMURA YUKIHIRO , HATTORI NAOMICHI
IPC分类号： G01B5/30 , G01V1/28
摘要： PROBLEM TO BE SOLVED: To provide a maximum response member angle measuring device for an elevated bridge column capable of directly measuring the amount of maximum deformation of the elevated bridge column using an inexpensive mechanical sensor of a system without power supply. SOLUTION: The maximum response member angle measuring device for the elevated bridge column includes the elevated bridge column 2 constructed on the groundwork 1, a measuring rod 5 positioned below the elevated bridge column 2 and fixed along the elevated bridge column 2, a fixing member 4 supported by the elevated bridge column 2 and extended in a horizontal direction, and a moving member 6 capable of being moved with the movement of the fixing member 4 and engaged with and held by the measuring rod 5 after the movement of the fixing member 4. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于高架桥柱的最大响应构件角度测量装置，其能够使用没有电力的系统的廉价的机械传感器来直接测量高架桥柱的最大变形量。解决方案：用于高架桥柱的最大响应构件角度测量装置包括构造在基座1上的高架桥柱2，位于高架桥柱2下方的测量杆5，并沿着高架桥柱2固定固定构件4由升高的桥柱2支撑并沿水平方向延伸;以及移动构件6，其能够随着固定构件4的移动而移动，并且在固定件移动之后与测量杆5接合并保持成员4.版权所有（C）2008，JPO＆INPIT

15. 发明专利

JP2008051676A Earthquake damage measurement system using maximum response member angle measurement device for elevated bridge column 有权
标题翻译：用于高架桥梁的最大响应成员角度测量装置的地震灾害测量系统
公开(公告)号：JP2008051676A
公开(公告)日：2008-03-06
申请号：JP2006228683
申请日：2006-08-25
申请人： Keisoku Res Consultant:Kk , Railway Technical Res Inst , 株式会社計測リサーチコンサルタント , 財団法人鉄道総合技術研究所
发明人： NIHEI TATSUYA , SOGABE MASAMICHI , TANIMURA YUKIHIRO , OKAMOTO TAKUJI , MIYAMOTO NORIYUKI , HAMADA HIROSHI
IPC分类号： G01M99/00
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive and high precision earthquake damage measurement system using a system measurement device for measuring a maximum response member angle of an elevated bridge column.
SOLUTION: The earthquake damage measurement system using the maximum response member angle measurement device for the elevated bridge column includes a sensor system measuring the maximum response member angle in two directions of the elevated bridge column, a transmission system of a radio LAN system or an RF-ID tag system transmitting measurement data from the sensor system, and an evaluation system taking the measurement data transmitted from the transmission system and evaluating the degree of damage of the elevated bridge column.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种廉价且高精度的地震损伤测量系统，其使用用于测量高架桥柱的最大响应构件角度的系统测量装置。
解决方案：使用高架桥柱的最大响应构件角度测量装置的地震损伤测量系统包括测量高架桥柱两个方向上的最大响应构件角度的传感器系统，无线电LAN系统的传输系统或从传感器系统发送测量数据的RF-ID标签系统，以及从传输系统发送的测量数据的评估系统，并评估升降桥列的损坏程度。版权所有（C）2008，JPO＆INPIT

16. 发明专利

JP2011111802A Connecting structure of girder bridge 有权
标题翻译：连接桥梁结构
公开(公告)号：JP2011111802A
公开(公告)日：2011-06-09
申请号：JP2009269141
申请日：2009-11-26
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： WATANABE TSUTOMU , SOGABE MASAMICHI
IPC分类号： E01D22/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To prevent rocking vibration of a bridge abutment and a bridge pier caused by the parallel construction of a plurality of upper construction bodies.
SOLUTION: This connecting structure 1 of a girder bridge connects RC upper construction bodies 6, 6 of the girder bridge 13 for a railroad to each other through a connecting member 12. The connecting member 12 is disposed along an orthogonal direction to a bridge axis between a main girder 3 belonging to one of two RC upper construction bodies 6, 6, and a main girder 3 belonging to the other and facing the main girder. The ends of the connecting member are secured to webs of two main girders 3, 3 respectively, and the upper face of the connecting member is secured to a slab 5 belonging to one of the two RC upper construction bodies 6, 6 and to a slab 5 belonging to the other and adjoining the slab.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了防止由多个上部结构体的平行构造引起的桥墩和桥墩的摇摆振动。解决方案：桥梁的连接结构1通过连接构件12将用于铁路的梁桥13的RC上部结构体6,6彼此连接。连接构件12沿着与属于两个RC上部结构体6,6中的一个的主梁3和属于另一个的主梁3之间的桥梁轴线，并且面向主梁。连接构件的端部分别固定在两个主梁3,3的腹板上，连接构件的上表面固定在属于两个RC上部结构体6,6中的一个的板坯5上， 5属于另一个，毗邻板。版权所有（C）2011，JPO＆INPIT

17. 发明专利

JP2011017193A Corner bend preventive device for viaduct 有权
标题翻译：拐角预防装置
公开(公告)号：JP2011017193A
公开(公告)日：2011-01-27
申请号：JP2009162747
申请日：2009-07-09
申请人： Railway Technical Res Inst , Tokyu Construction Co Ltd , 東急建設株式会社 , 財団法人鉄道総合技術研究所
发明人： SOGABE MASAMICHI , TANIMURA YUKIHIRO , KUROIWA TOSHIYUKI
IPC分类号： E01D19/04 , E01D1/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To enhance a train travelability at the time of an earthquake, by preventing a corner bend in an opposed end of a viaduct structure.SOLUTION: This corner bend preventive device 4 for a viaduct is arranged astride a ramen viaduct and the opposed end of a regulating girder, and is constituted of a device body 41, anchor bolts 42 attached to the device body 41, and nuts 47 screwed in the anchor bolt. The device body 41 includes steel boxes 44, 44 mounted on floor slab concrete of the opposed ends, and an oil damper 43 with respective ends joined respectively to the steel box bodies, and is constituted to insert the anchor bolts 42 into bolt holes 45 formed on the bottoms of the steel box bodies 44. Each steel box body 44 is filled with non-shrinkable mortal, and is constituted to fix a base end of each anchor bolt 42 to the non-shrinkable mortal.
摘要翻译：要解决的问题：通过防止高架桥结构的相对端部的角部弯曲来增强地震时的列车行驶性能。解决方案：用于高架桥的该弯角预防装置4跨越拉面高架桥布置，并且并且由装置主体41，安装在装置主体41上的固定螺栓42和拧在锚定螺栓中的螺母47构成。装置主体41包括安装在相对端的地板混凝土上的钢箱44,44，各端部分别连接在钢箱体上的油阻尼器43构成为将锚定螺栓42插入到形成的螺栓孔45中在钢箱主体44的底部上。每个钢箱主体44装有不可收缩的凡人，并且被构造成将每个锚定螺栓42的基端固定在不可收缩的凡人面上。

18. 发明专利

JP2010138670A Traveling device in derailment 有权
标题翻译：旅行中的旅行设备
公开(公告)号：JP2010138670A
公开(公告)日：2010-06-24
申请号：JP2008318470
申请日：2008-12-15
申请人： East Japan Railway Co , Railway Technical Res Inst , Taisei Corp , 大成建設株式会社 , 東日本旅客鉄道株式会社 , 財団法人鉄道総合技術研究所
发明人： ASANUMA KIYOSHI , SOGABE MASAMICHI , UKAI TAKEHIKO , WAKATSUKI MASAHITO , TACHIKAWA MASAKATSU , TANAKA YOSHIHIRO , OBI HIROTOSHI
IPC分类号： E01B26/00
摘要： PROBLEM TO BE SOLVED: To provide a traveling device in derailment for preventing a railroad vehicle from overturning even when derailment occurs at a rail turnout part. SOLUTION: The traveling devices 1 in derailment are disposed along both side faces of a main rail R1 in a turnout section including an intersecting section of the main rail R1 and a switch rail. Each traveling device has a travel way 11 for allowing wheels Tw in derailment to travel, on the upper face. The travel way 10 has such a longitudinal gradient that the height of the travel way 10 at the starting point of the turnout section is low to the extent allowing the wheel Tw in derailment to run up and that the height of the travel way 10 at a part intersecting the switch rail is equivalent to the height of the upper face of the main rail R1. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使在轨道交叉部分发生脱轨时，也提供一种用于防止铁路车辆翻倒的行驶装置。解决方案：脱轨中的行驶装置1沿着主轨道R1的两侧面配置在包括主轨道R1的交叉部分和开关轨道的转弯部分。每个行进装置具有用于允许车轮Tw脱轨的行进方式11在上表面上行进。行进方式10具有这样的纵向梯度，使得行进路径10在岔道部分的起点处的高度低到允许车轮Tw出现脱轨的程度，并且行驶路线10的高度在与开关导轨相交的部分相当于主导轨R1的上表面的高度。版权所有（C）2010，JPO＆INPIT

19. 发明专利

JP2010037861A Method and system for evaluating level of damage to rc member 有权
标题翻译：评估RC会员损害程度的方法和系统
公开(公告)号：JP2010037861A
公开(公告)日：2010-02-18
申请号：JP2008203652
申请日：2008-08-06
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： SOGABE MASAMICHI , TANIMURA YUKIHIRO , NIHEI TATSUYA
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To efficiently evaluate a level of damage without visual observation of a column.
SOLUTION: A system 1 for evaluating the level of damage includes peak sensors 2a, 2b and 2c, and a computation section 3 which performs the computation of measurement data from the peak sensors. The computation section 3 includes: a member angle computing section 6 which determines a maximum response member angle θ from the measurement data from the peak sensors; a conversion section 7 which converts the maximum response member angle to an elastic response displacement δ using elastic-plastic characteristics including an equivalent natural periodT
eq of a rigid-frame viaduct 4; a response characteristic computing section 8 which determines elastic response characteristics of a structure group 21 using the equivalent natural period T
eq and the elastic response displacement δ, and which determines corrected elastic response characteristics from the elastic response characteristics; an elastic response computing section 9 which computes the elastic response displacement applying the equivalent natural period T
eq of the rigid-frame viaduct 4 as a non-measurement object to the corrected elastic response characteristics of the structure group 21; and an inverse conversion section 10 which converts the elastic response displacement to the maximum response member angle.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了有效地评估没有目视观察柱的损伤水平。解决方案：用于评估损伤水平的系统1包括峰值传感器2a，2b和2c，以及计算部分3，其执行来自峰值传感器的测量数据的计算。计算部3包括：成员角度计算部6，根据来自峰值传感器的测量数据确定最大响应成员角度θ; 转换部分7，其使用包括刚性框架高架桥4的等效自然周期时间T SB等效弹性特性将最大响应部件角度转换为弹性响应位移δ; 响应特性计算部分8，其使用等效的自然周期T SB等式和弹性响应位移δ来确定结构组21的弹性响应特性，并且根据弹性响应特性确定校正的弹性响应特性; 将作为非测量对象的刚性框架高架桥4的等效自然周期T S SB> eq 的弹性响应位移计算到结构组21的校正弹性响应特性的弹性响应计算部9 ; 以及将弹性响应位移转换为最大响应构件角度的逆变换单元10。版权所有（C）2010，JPO＆INPIT

20. 发明专利

JP2009243131A Sleeper with deviation preventive guard 有权
标题翻译：有偏见预防守护者
公开(公告)号：JP2009243131A
公开(公告)日：2009-10-22
申请号：JP2008090476
申请日：2008-03-31
申请人： Abe Nikko Kogyo:Kk , Railway Technical Res Inst , 株式会社安部日鋼工業 , 財団法人鉄道総合技術研究所
发明人： ASANUMA KIYOSHI , SOGABE MASAMICHI , WATANABE TSUTOMU , WAKUI HAJIME , YOKOGAWA KATSUNORI , OKAYAMA JUNYA , MIYAKE JUNICHIRO
IPC分类号： E01B3/38
摘要： PROBLEM TO BE SOLVED: To provide a sleeper with deviation preventive guards capable of relieving a shock acting on a rudder sleeper body when deviated and enabling the quick recovery by minimizing damage thereto when a wheel is collided therewith.
SOLUTION: This sleeper with deviation preventive guards comprises the rudder sleeper body 1 on which rails are laid down and the deviation preventive guards 2 attached to the sides of the rudder sleeper body 1 along the rails, respectively. The mounting section A of the deviation preventive guard 2 is plastically deformed by an impact load acting on the deviation preventive guard 2. A hinge reinforcement 3 is disposed at the mounting section A of the deviation preventive guard 2 between the deviation preventive guard 2 and the vertical sleeve 1a of the rudder sleeper body 1. The hinge reinforcement 3 uses a reinforcement or a steel member made of a material having an excellent plastic deformability.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种偏差防护装置，其能够减轻当偏斜时作用在舵轨体上的冲击，并且当车轮与其碰撞时使其损伤最小化，能够快速恢复。解决方案：具有防偏转保护装置的卧铺包括分别放置轨道的方向舵枕体1和沿着轨道分别附接到舵轨体1侧面的偏转防护装置2。防偏移防护装置2的安装部分A通过作用在防偏转防护罩2上的冲击载荷而塑性变形。铰链加强件3设置在防偏移防护装置2的安装部分A之间，舵轨体1的垂直套筒1a。铰链加强件3使用由具有优异塑性变形性的材料制成的加强件或钢构件。版权所有（C）2010，JPO＆INPIT

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