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1. 发明专利

JP2011017192A Corner bend preventive device for viaduct 有权
标题翻译：拐角预防装置
公开(公告)号：JP2011017192A
公开(公告)日：2011-01-27
申请号：JP2009162720
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 in the opposed end 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 a corner bend preventive steel plate 43 with a short side edge joined respectively to the steel box bodies 44 by welding or the like, and arranged to be in parallel to bottoms of 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 the 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中的拐角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跨越相对的端部布置在拉杆高架桥和调节梁的相对端部，并且由装置主体41，附接到装置主体41的锚固螺栓42和螺栓固定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，以及通过焊接等将短边缘分别连接到钢箱体44的角部弯曲防止钢板43，并且布置成与钢箱体的底部平行，并且构成为将锚定螺栓42插入到形成在钢箱体44的底部的螺栓孔45中。每个钢箱体44填充有不可收缩的凡士通，并且是构造成将每个锚定螺栓42的基端固定到不可收缩的凡人。

2. 发明专利

JP2010144487A 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：JP2010144487A
公开(公告)日：2010-07-01
申请号：JP2008326360
申请日：2008-12-22
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 the visual observation of a column.
SOLUTION: An arithmetic processing part 3 provided in a damage level evaluating system 1 includes: a member angle computing part 6 which determines a maximum response member angle θa based on measured data from a peak sensor 2a or the like; a conversion part 7 which converts the maximum response member angle to the observation horizontal displacement δa or the like of a rigid-frame viaduct; a dynamic nonlinear analysis part 8 which determines αa or the like at each rigid-frame viaduct as a magnification ratio in which dynamic horizontal response displacement almost conforms to the observation horizontal displacement; a compensation coefficient evaluation part 9 which evaluates an input earthquake motion compensation coefficient λ by which observation earthquake motion is multiplied according to the magnification ratio αa or the like; a correction earthquake motion development part 10 which obtains corrected earthquake motion by multiplying the observation earthquake motion by λ; a dynamic nonlinear analysis part 11 which calculates the dynamic horizontal response displacement of the rigid-frame viaduct corresponding to the corrected earthquake motion; and a damage evaluation part 12 which evaluates the damage level of the rigid-frame viaduct using the dynamic horizontal response displacement.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了有效地评估没有柱的视觉观察的损害程度。设置在损伤等级评价系统1中的算术处理部3包括：基于来自峰值传感器2a等的测量数据确定最大响应成员角度θa的成员角度计算部6; 将最大响应成员角度转换为刚性框架高架桥的观察水平位移δa等的转换部7; 在每个刚性高架桥上确定αa等的动态非线性分析部8作为动态水平响应位移几乎符合观察水平位移的放大率; 补偿系数评价部9，其根据放大率αa等来评价观测地震运动乘以的输入地震运动补偿系数λ; 校正地震运动发展部10，其通过将观测地震运动乘以λ获得校正的地震运动; 动态非线性分析部分11，其计算对应于校正的地震运动的刚性框架高架桥的动态水平响应位移; 以及使用动态水平响应位移来评估刚性框架高架桥的损伤水平的损伤评估部件12。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2010116764A Reinforcing structure of ladder sleeper type ballast track 审中-公开
标题翻译：梯形吊带式压路机的加固结构
公开(公告)号：JP2010116764A
公开(公告)日：2010-05-27
申请号：JP2008292558
申请日：2008-11-14
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： ASANUMA KIYOSHI , SOGABE MASAMICHI
IPC分类号： E01B3/38
摘要： PROBLEM TO BE SOLVED: To prevent a ladder sleeper type ballast track from being displaced and buckled.
SOLUTION: This reinforcing structure of the ladder sleeper type ballast track is constituted by arranging two ladder sleeper type ballast tracks 1 on a viaduct 11, arranging a track reinforcing member 21 between a vertical beam 4 and a duct wall 15, and arranging an intermediate reinforcing member 22 between two ladder sleeper type ballast tracks 1. The track reinforcing member 21 and the intermediate reinforcing member 22 are arranged in a joint 7 of the vertical beam 4 and on a side of central part.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：防止梯形轨枕式镇流器轨道移位和弯曲。解决方案：梯形轨枕式镇流器轨道的这种加固结构是通过在高架桥11上布置两个梯形轨枕型镇流器轨道1，在纵梁4和导管壁15之间布置轨道加强件21，并且布置两个梯形轨枕型镇流器轨道1之间的中间加强构件22.轨道加强构件21和中间加强构件22布置在垂直梁4的接头7中和中心部分的一侧。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2009243961A Reinforcing bar stress measuring method 有权
标题翻译：增强棒应力测量方法
公开(公告)号：JP2009243961A
公开(公告)日：2009-10-22
申请号：JP2008088408
申请日：2008-03-28
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
IPC分类号： G01L1/00
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing bar stress measuring method for measuring stress on a measuring object in real time and with high accuracy over a prescribed period when a moving body moves.
SOLUTION: This reinforcing bar stress measuring method is characterized by including: a bending-amount advance measurement process for previously measuring a bending amount of the measuring object; a stress advance measurement process for previously measuring stress on the measuring object from a change in magnetostriction of the measuring object by a magnetostriction sensor; an advance calculation process for discriminating between timings of acquiring a plurality of measurement results on the bending amount and the stress, and associating the measurement results on the bending amount and the stress with each other as to the same timings to previously calculate bending-stress characteristics; a bending-amount immediate measurement process for measuring a bending amount of the measuring object; and an stress immediate measurement process for measuring stress of the measuring object in real time at sampling intervals smaller than the sampling intervals of the stress advance measurement process based on the bending-stress characteristics from a measurement result by the bending-amount immediate measurement process.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在移动体移动时在规定时间内实时地和高精度地测量测量对象上的应力的钢筋应力测量方法。解决方案：该钢筋应力测量方法的特征在于包括：用于预先测量测量对象的弯曲量的弯曲量预先测量过程; 由磁致伸缩传感器从测量对象的磁致伸缩变化预先测量测量对象上的应力的应力提前测量过程; 用于鉴别获取弯曲量和应力之间的多个测量结果的定时的预测计算处理，并且将测量结果与弯曲量和应力相关联在一起以预先计算弯曲应力特性 ; 用于测量测量对象的弯曲量的弯曲量立即测量过程; 以及用于通过弯曲量立即测量处理从测量结果基于弯曲应力特性，以小于应力提前测量处理的采样间隔的采样间隔实时测量测量对象的应力的应力立即测量过程。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2005076392A Turn-over preventing structure for railway vehicle 有权
标题翻译：用于铁路车辆的预防结构
公开(公告)号：JP2005076392A
公开(公告)日：2005-03-24
申请号：JP2003311061
申请日：2003-09-03
申请人： Hokubu Consultant Kk , Railway Technical Res Inst , 北武コンサルタント株式会社 , 財団法人鉄道総合技術研究所
发明人： SOGABE MASAMICHI , WATANABE TADATOMO
IPC分类号： E01B26/00 , B61K13/00 , E01D19/10 , E01F15/00 , E01F15/08
摘要： PROBLEM TO BE SOLVED: To provide a turn-over preventing structure for a railway vehicle for preventing the turn-over of the railway vehicle in earthquake or the like.
SOLUTION: Vehicle turn-over preventing side walls 10, 11 are provided on both sides of rails 6, 6 so as to hold the rails 6, 6 therebetween. The vehicle turn-over preventing side walls 10, 11 are located within 500 mm outside of a clearance limit KG and opposed to the side faces of the railway vehicle 7, and they extends along the rails 6, 6. When the railway vehicle 7 is derailed and inclined by earthquake or the like, the railway vehicle abuts on (collides with) the vehicle turn-over preventing side walls 10, 11 and it is supported and precluded from being further inclined by the vehicle turn-over preventing side walls 10, 11. The railway vehicle 7 is, therefore, prevented from being turned over.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种铁路车辆的防翻倒结构，以防止地震等中的铁路车辆的翻转。解决方案：车辆翻倒防止侧壁10,11设置在轨道6,6的两侧，以便将轨道6,6保持在其间。车辆翻倒防止侧壁10,11位于间隙限制KG以外的500mm以内，与铁路车辆7的侧面相对，并且沿着轨道6,6延伸。当铁路车辆7为轨道车辆与地震等脱轨和倾斜，与车辆防翻侧壁10,11抵接（碰撞），并且被车辆防翻倒侧壁10,11支撑并防止其进一步倾斜，因此，防止铁路车辆7被翻转。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2010230383A Method and tool for measuring depth of neutralization depth of concrete structure using drill hole 审中-公开
标题翻译：使用钻孔测量混凝土结构深度深度的方法和工具
公开(公告)号：JP2010230383A
公开(公告)日：2010-10-14
申请号：JP2009076445
申请日：2009-03-26
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： TANIMURA YUKIHIRO , SOGABE MASAMICHI , TODOROKI SHUNTARO
IPC分类号： G01N33/38
摘要： PROBLEM TO BE SOLVED: To measure the neutralization depth of a concrete structure through the use of drill holes. SOLUTION: A hole is drilled in the concrete structure to a prescribed depth from its surface with a drill. A 1% solution of phenolphthalein is adhered to the inner surface of a drilled hole 22 formed by drilling. The inside of the drilled hole 22 is irradiated with a hand light to measure the distance from the interface (neutralization front 25), between a colored part of the phenolphthalein solution and a non-colored part to the open end 22a of the drilled hole 22, with a vernier caliper 13 provided with a depth bar 14. Neutralization depth is determined, on the basis of the measured value. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：通过使用钻孔来测量混凝土结构的中和深度。解决方案：在混凝土结构中用钻头从其表面钻出一定深度的孔。 1％的酚酞溶液粘附在钻孔形成的钻孔22的内表面上。用手光照射钻孔22的内部，以测量与界面（中和前沿25）之间，酚酞溶液的着色部分与未着色部分之间的距离与钻孔22的开口端22a的距离，具有设置有深度条14的游标卡尺13.基于测量值确定中和深度。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2009235729A Reinforcement structure of viaduct connection 审中-公开
标题翻译： VIADUCT连接加固结构
公开(公告)号：JP2009235729A
公开(公告)日：2009-10-15
申请号：JP2008081778
申请日：2008-03-26
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
IPC分类号： E01D1/00
摘要： PROBLEM TO BE SOLVED: To improve train traveling property in the event of an earthquake by preventing irregular displacement within a horizontal plane such as positional slippage or angular slippage.
SOLUTION: In the reinforcement structure 1 of viaduct connection, an adjustment girder 3 is laid between a rigid frame viaduct 2 and a rigid frame viaduct 5 disposed along a bridge axial direction, and an end portion 2a of the viaduct 2 opposed to the adjustment girder 3 and an end portion 3a of the adjustment girder 3 opposed to the viaduct 2, or opposed end portions 2a and 3a are mutually connected by a reinforcement member 4. The reinforcement member 4 is disposed on the track floor upper surface so as to straddle the opposed end portions 2a and 3a. Similarly, an end portion 5b of the viaduct 5 opposed to the adjustment girder 3 and an end portion 3b of the adjustment girder 3 opposed to the viaduct 5, or the opposed end portions 5b and 3b are mutually connected by a reinforcement member 4, and this reinforcement member 4 is disposed on the track floor upper surface so as to straddle the opposed end portions 5b and 3b.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过防止水平面内的不规则位移（例如位置滑移或角滑移）来改善地震发生时的列车行驶特性。解决方案：在高架桥连接的加固结构1中，将调整梁3铺设在刚性框架高架桥2和沿桥轴方向设置的刚性框架高架桥5之间，高架桥2的端部2a与调节梁3和与高架桥2相对的调节梁3的端部3a或相对的端部2a和3a通过加强构件4相互连接。加强构件4设置在轨道地板上表面上，以便以跨越相对的端部2a和3a。类似地，与调节梁3相对的高架桥5的端部5b和与高架桥5相对的调节梁3的端部3b或相对的端部5b和3b通过加强构件4相互连接，并且该加强构件4设置在履带板上表面上，以跨越相对的端部5b和3b。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2008215962A Maximum response member angle measuring device for elevated bridge column and method of evaluating damage level of elevated bridge column 审中-公开
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：JP2008215962A
公开(公告)日：2008-09-18
申请号：JP2007051973
申请日：2007-03-01
申请人： Hokubu Consultant Kk , Railway Technical Res Inst , 北武コンサルタント株式会社 , 財団法人鉄道総合技術研究所
发明人： NIHEI TATSUYA , SOGABE MASAMICHI , TANIMURA YUKIHIRO , WATANABE TADATOMO
IPC分类号： G01B5/24 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a maximum response member angle measuring device for an elevated bridge column capable of directly measuring a maximum response member angle of the elevated bridge column using an inexpensive mechanical sensor of a system without power supply.
SOLUTION: In the maximum response member angle measuring device for the elevated bridge column, a plurality of measuring lines 5 to 8 having sequentially different attachment positions are stretched between an upper side surface 2 of the elevated bridge column 1 and a lower surface 4 of an upper layer beam 3. It is constituted so that the measuring lines 5 to 8 are sequentially broken in response to the magnitude of the maximum response member angle θ of the elevated bridge column 1. Thus, the maximum response member angle θ of the elevated bridge column 1 is measured.
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，其能够使用没有电源的系统的廉价机械传感器来直接测量高架桥柱的最大响应构件角度。解决方案：在用于高架桥柱的最大响应构件角度测量装置中，具有顺序不同的附接位置的多条测量线5至8在高架桥柱1的上侧表面2和下表面其结构使得测量线5至8响应于升降桥柱1的最大响应构件角度θ的大小而顺序地断开。因此，最大响应构件角度θ 测量高架桥柱1。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2005037146A Cured concrete investigation method 有权
标题翻译：固化混凝土研究方法
公开(公告)号：JP2005037146A
公开(公告)日：2005-02-10
申请号：JP2003196989
申请日：2003-07-15
申请人： Fuji Tekku Kk , Railway Technical Res Inst , 富士テック株式会社 , 財団法人鉄道総合技術研究所
发明人： SATO TSUTOMU , SOGABE MASAMICHI , TOKAWA KOJI , KASHIWA TADANOBU
IPC分类号： G01N1/04 , G01N1/28 , G01N21/27
摘要： PROBLEM TO BE SOLVED: To provide a method for collecting a measurement sample while suppressing influence on a structure of a concrete skeleton, and easily measuring a total salt content (kg/m
3 ) at low cost by measurement of a total chloride ion content wherein meaning of an analysis value is clear.
SOLUTION: This cured concrete investigation method comprises: a first process for drilling cured concrete by a drill hammer 1 having a suction device and an airtight dust collection container stored with drilled powder sucked by the suction device, and collecting the drilled powder generated by the drilling in an airtight state; and a second process for measuring the total salt content included in the cured concrete by absorptiometry with the drilled powder as the sample.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种收集测量样品同时抑制对混凝土骨架结构的影响的方法，并且容易地测量低盐含量（kg / m 3 / SP>）通过测量总氯离子含量的成本，其中分析值的含义是清楚的。解决方案：该固化混凝土检查方法包括：通过具有抽吸装置的钻锤1和存储有由抽吸装置吸入的钻孔粉末的气密集尘容器钻出固化混凝土的第一工艺，并收集产生的钻孔粉末通过钻井在气密状态; 以及用钻探粉末作为样品通过吸光光度法测量包含在固化混凝土中的总盐含量的第二种方法。版权所有（C）2005，JPO＆NCIPI

10. 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

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