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1. 发明专利

JP2009053041A Instrumentation managing method for link-type displacement gauge 有权
标题翻译：链式位移仪的仪表管理方法
公开(公告)号：JP2009053041A
公开(公告)日：2009-03-12
申请号：JP2007220054
申请日：2007-08-27
申请人： East Japan Railway Co , Tekken Constr Co Ltd , Tokyo Keisoku:Kk , 東日本旅客鉄道株式会社 , 株式会社東京計測 , 鉄建建設株式会社
发明人： TSUYOSHI TAKESHI , KUWABARA KIYOSHI , TOTSUKA JUNYA , SAITO MASAHARU , MATSUOKA SHIGERU , NAGAO TATSUJI , TAKEDA SHIGETSUGU , OOTANAKA TATSUSHI , NAGANO YUICHI , DEGUCHI YASUHIRO
IPC分类号： G01B5/30 , G01B5/00 , G01B21/00
摘要： PROBLEM TO BE SOLVED: To provide an instrumentation managing method for a link-type displacement gauge, with which troubles or failures of one measuring instrument is sensed rapidly and accurately.
SOLUTION: A plurality of link type displacement gauges 19 are arranged so as to be connected with another at an object to be measured or its close position. The link-type displacement gauge 19 includes a tube body 21 displaceable in response to a changed state of the object to be measured; a displacement-detecting member 23 arranged in the tube body 21 so as to be movable along with the tube body 21; and a measuring means 34, capable of measuring a displacement of the displacement detecting member 23 and outputting the measurement data to an arithmetic unit 45. The instrumentation managing method is used for the link-type displacement gauge in order to measure the changed state of the object to be measured, by using the plurality of link-type displacement gauges 19. When an apparent angle output is generated by one link-type displacement gauge 19, the trouble or the failure of the one link-type displacement gauge 19 is sensed, based on whether apparent angle output is generated by the link-type displacement gauges 19 that are arranged on the both sides of the one link-type displacement gauge 19.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于链式位移计的仪表管理方法，快速且准确地感测出一个测量仪器的故障或故障。解决方案：多个连杆式位移计19布置成在被测量物体或其关闭位置处与另一个连接。连杆型位移计19包括：管主体21，其可响应待测物体的变化状态而移动; 排列检测构件23，布置在管体21中，以便与管体21一起移动; 以及测量装置34，其能够测量位移检测构件23的位移并将测量数据输出到运算单元45.仪器管理方法用于链式位移计，以便测量位移检测构件23的改变状态通过使用多个连杆式位移计19来测量对象。当通过一个连杆型位移计19产生视角输出时，感测到一个连杆式位移计19的故障或故障，基于布置在一个连杆式位移计19的两侧的连杆式位移计量器19是否产生视角输出。（C）2009年，JPO＆INPIT

2. 发明专利

JP2007315116A Method for reinforcing earthquake resistance of structure with reinforced-concrete column member 有权
标题翻译：用强化混凝土构件加强结构抗震性的方法
公开(公告)号：JP2007315116A
公开(公告)日：2007-12-06
申请号：JP2006147694
申请日：2006-05-29
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： KOBAYASHI MASASHI , SUGANO TAKAHIRO , TSUYOSHI TAKESHI , ISHIBASHI TADAYOSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To effectively ensure an aseismic property in the whole structure system with a reinforced-concrete column member.
SOLUTION: In a method for reinforcing a structure, reinforcing omitting sections are fitted only in one section and concentrated reinforced steel materials are arranged at the end sections of the omitting sections and the structure has the column member making the apparent shearing-strength ratio (a ratio of the apparent shearing strength using reinforcing omitting-section lengths as shearing spans to that at a time when the member reaches a bending strength) of the reinforcing omitting sections larger than 1. In the method, an energy absorbing capacity as the whole structure at the time when the horizontal strength of the structure at the time when the reinforcing omitting section is not fitted to the whole column member is set in P0 and a ductility factor is set in δ0 is set in E0 (=P0×δ0). In the method, the energy absorbing capacity as the whole structure at the time when the reinforcing omitting sections are fitted to the specified column member of the structure and the ductility factor of the column member is set in δ2 ( δ0) is set in E1. The number of columns mounting the reinforcing omitting sections or the horizontal strength of the structure with the column members mounting the reinforcing omitting sections is set in E1≥E0 in both cases.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过钢筋混凝土柱构件有效地确保整个结构体系的抗震性能。解决方案：在加强结构的方法中，加强省略部分仅装配在一个部分中，集中的钢筋材料布置在省略部分的端部处，并且该结构具有柱部件，使得其具有明显的剪切强度比例（使用加强省略段长度作为剪切跨度的表观剪切强度与构件达到弯曲强度时的表观剪切强度的比）大于1。在该方法中，能量吸收能力为将加强省略部未结合到整个柱部件时的结构的水平强度设定为P0，将设定为δ0的延展性系数设定为E0（= P0×δ0）时的整体结构，。在该方法中，作为整体结构的能量吸收能力设定在δ2（<δ0）和延展性因子（δδ）时，将加强省略部分配合到结构的规定的柱部件和柱部件的延展性因子在δ1（>δ0）中设置不配合加强省略部分的残留柱构件设置在E1中。在两种情况下，安装加强省略部分的列数或结构的水平强度与安装加强省略部分的柱部件设置在E1≥E0中。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2005200928A Reinforcing structure of columnar construction 审中-公开
标题翻译：钢结构加固结构
公开(公告)号：JP2005200928A
公开(公告)日：2005-07-28
申请号：JP2004008113
申请日：2004-01-15
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , TSUYOSHI TAKESHI , TATSUKI SHINICHI
IPC分类号： E01D19/02 , E01D19/14 , E01D22/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To enhance work efficiency by simplifying construction work of a reinforcing structure of a columnar construction such as a pier and an abutment.
SOLUTION: Shear strength of the columnar construction can be increased by providing a reinforcing material 10 continuously or partially intermittently in parallel with the axial direction of the columnar construction on part of the outer circumference of the columnar construction. Because only necessary part of the construction is reinforced without reinforcing the whole of the construction, the construction work is simplified and costs for it are reduced.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过简化柱形结构如墩台和基台的加强结构的施工工作，提高工作效率。解决方案：通过在柱状结构的外圆周的一部分上与柱形结构的轴向平行地连续或部分地间断地设置增强材料10，可以提高柱状结构的剪切强度。由于只有加强施工的必要部分，才能加强施工整体工程，简化施工工作，降低施工成本。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2007070991A Reinforcing structure 审中-公开
标题翻译：加固结构
公开(公告)号：JP2007070991A
公开(公告)日：2007-03-22
申请号：JP2005262460
申请日：2005-09-09
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , TSUYOSHI TAKESHI , WATANABE YASUO , FUJIWARA TORASHIRO , TANIGUCHI YOSHINORI , TAKIZAWA SATOSHI , NOZAWA SHINICHIRO , WATANABE AKIYUKI
IPC分类号： E02D27/34 , E01D19/02 , E01D22/00 , E02D27/32 , E02D31/08
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure which achieves sufficient reinforcement strength and reduces costs in reinforcing a part of a pillarlike structure that is buried in the ground. SOLUTION: The reinforcing structure 20 reinforcing the pillarlike structure 10 erected on the ground 200 includes a board portion 21 placed on the ground 200 surrounding the pillarlike structure 10, and a pile portion 22 which extends from the board portion 21 and is buried in the ground 200. This reinforcing structure 20 reduces a stress of bending, shearing, etc., on the pillarlike structure 10 to reinforce an underground portion 10a of the pillarlike structure 10 with sufficient strength. The reinforcing structure 20 requires the board portion 21 and pile portion 22 only, thus enabling cost reduction. In constructing the reinforcing structure 20 on the pillarlike structure 10, the underground portion 10a of the pillarlike structure 10 is not needed to be enlarged, which allows further cost reduction. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种加强结构，其能够实现足够的加强强度并且降低加强埋在地下的柱状结构的一部分的成本。解决方案：加强立柱在地面200上的柱状结构10的加强结构20包括设置在围绕柱状结构10的地面200上的基板部分21和从基板部分21延伸并被埋设的绒头部分22 该加强结构20减小了在柱状结构体10上的弯曲，剪切等的应力，以足够的强度加强柱状结构体10的地下部分10a。加强结构20仅需要基板部分21和绒头部分22，从而能够降低成本。在柱状结构体10上形成加强结构体20时，不需要扩大柱状结构体10的地下部分10a，从而进一步降低成本。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006063608A Antiseismic reinforcing structure for concrete construction, and method of constructing the same 有权
标题翻译：混凝土结构抗静电强化结构及其构造方法
公开(公告)号：JP2006063608A
公开(公告)日：2006-03-09
申请号：JP2004246212
申请日：2004-08-26
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , TSUYOSHI TAKESHI , TATSUKI SHINICHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an antiseismic reinforcing structure for a concrete construction, which is excellent in earthquake resistance, dispenses with welding work, is easy to construct in the field, and low in construction cost, and to provide a method of constructing the antiseismic reinforcing structure.
SOLUTION: In the antiseismic reinforcing structure for the concrete construction 1, L-shaped steels 2 are bonded to respective corner portions of the existing concrete construction 1 having an almost square cross section, and peripheral reinforcing steel plates 3 are arranged on the periphery of the concrete construction 1 inclusive of the L-shaped steels 2 across a predetermined cavity portion. Then a hardener 4 such as mortar is filled in the cavity portion and then hardened, to thereby firmly connect the concrete construction 1, the L-shaped steels, and the peripheral reinforcing steel plates 3 together in one body.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供抗震性优良的抗震加固结构，省去了焊接工作，容易在现场构造，建筑成本低，并且提供了一种方法构建抗震加固结构。
解决方案：在混凝土结构1的抗震加固结构中，L型钢2与现有的具有几乎正方形横截面的混凝土结构1的角部接合，外周加强钢板3设置在混凝土结构1的周边，包括在预定的空腔部分中的L形钢2。然后将诸如砂浆的硬化剂4填充在空腔部分中，然后硬化，从而将混凝土结构1，L形钢和外围加强钢板3牢固地连接在一体。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2005271047A Tool for checking bending radius of reinforcing bar and method for checking bending radius of reinforcing bar 审中-公开
标题翻译：用于检查加强筋的弯曲的工具和用于检查加强筋的弯曲的方法
公开(公告)号：JP2005271047A
公开(公告)日：2005-10-06
申请号：JP2004089078
申请日：2004-03-25
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： TSUYOSHI TAKESHI , TATSUKI SHINICHI , KONISHI HIDEO
IPC分类号： B21D7/00
摘要： PROBLEM TO BE SOLVED: To provide a tool for checking the bending radius of a reinforcing bar capable of checking the bending radius in a simple manner after bending the reinforcing bar and a method for checking the same.
SOLUTION: The tool 1 for checking the bending radius of the reinforcing bar has bends 3A and 3B for at least one bending radius at outer peripheral edges 2a and 2b of a tool body 2 of a planar or tubular shape and checks the bending radius of the reinforcing bar 4 by abutting the bends 3A and 3B on the bent section 4A of the reinforcing bar 4 to be checked.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于检查在弯曲加强筋之后能够以简单的方式检查弯曲半径的钢筋的弯曲半径的工具及其检查方法。解决方案：用于检查钢筋的弯曲半径的工具1在具有平面或管状形状的工具主体2的外周边缘2a和2b处具有至少一个弯曲半径的弯曲部3A和3B，并且检查弯曲通过将弯曲部3A和3B抵接在要检查的钢筋4的弯曲部4A上而使钢筋4的半径。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2005139670A Arch bridge 审中-公开
标题翻译：拱桥
公开(公告)号：JP2005139670A
公开(公告)日：2005-06-02
申请号：JP2003375839
申请日：2003-11-05
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , TSUYOSHI TAKESHI , TANIGUCHI YOSHINORI , OOBA MITSUAKI , KUSAKA IKUO , MEJI MASAKI
IPC分类号： E01D4/00 , E01D19/04 , E01D19/16
摘要： PROBLEM TO BE SOLVED: To provide an arch bridge which reduces the weight of a stiffening girder by decreasing a tensile force applied to the stiffening girder of the arch bridge, and which can be constructed even on low-strength ground by decreasing a horizontal force applied to a bridge pier.
SOLUTION: This arch bridge 10 is equipped with a bridge girder 24 which is erected across a span between an abutment 11 and the bridge pier 12, and an arch member 25 for bearing a load of the bridge girder 24. A girder bearing 21 for bearing the bridge girder 24, and an arch bearing 22 for supporting the arch member 25 are independently provided on the abutment 11 and the bridge pier 12. Thus, a horizontal force, which is applied to the arch bearing 22 from the arch member 25, is not transferred to the bridge pier 24. Additionally, since a reversely directed horizontal force is applied to the arch bearing 22, which is provided on the bridge pier 12, from the two arch members 25, both the horizontal forces can offset each other, and the horizontal force, applied to the bridge girder 24 and the bridge pier 12, can be reduced.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种拱桥，其通过减小施加到拱桥的加劲梁的张力来减小加劲梁的重量，并且其可以甚至在低强度地面上通过减小水平力施加到桥墩上。解决方案：该拱桥10配备有桥梁梁24，该桥梁横跨桥墩11和桥墩12之间的跨度，以及用于承载桥梁梁24的载荷的拱形构件25。 21，用于承载桥梁24，并且用于支撑拱形构件25的拱形轴承22独立地设置在基台11和桥墩12上。因此，从拱形构件施加到拱形轴承22的水平力另外，由于反向指向的水平力由两个拱形构件25施加到设置在桥墩12上的拱形轴承22上，所以两个水平力可以偏移每个另外，可以减小施加于桥梁24和桥墩12的水平力。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2009167602A Structure of h-shaped steel pile 有权
标题翻译： H型钢板的结构
公开(公告)号：JP2009167602A
公开(公告)日：2009-07-30
申请号：JP2008003925
申请日：2008-01-11
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： TSUYOSHI TAKESHI , TAKASAKI HIDEAKI , KUBO AKIHIKO
IPC分类号： E02D5/28
摘要： PROBLEM TO BE SOLVED: To obtain an H-shaped steel pile which has a simple constitution and excellent constructibility, and which can also be used for a foundation pile etc. of a structure specified in a contract, by enhancing an end bearing capacity.
SOLUTION: In this structure, an opening is provided in the central portion of the leading end of the H-shaped steel pile (10), and plates (20 and 21) are mounted in the state of being laid between flanges.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了获得具有简单构造和优良构造性的H型钢桩，并且还可以用于合同规定的结构的基础桩等，通过增强端部轴承容量。解决方案：在该结构中，在H型钢桩（10）的前端的中心部分设置有开口，并且板（20和21）以布置在凸缘之间的状态安装。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2007277986A Girder structure and method of constructing girder 有权
标题翻译： GIRDER结构和构建吉尔的方法
公开(公告)号：JP2007277986A
公开(公告)日：2007-10-25
申请号：JP2006107632
申请日：2006-04-10
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , TSUYOSHI TAKESHI , TSUNASHIMA KAZUHIKO
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a girder structure constructed under the environment that a load is applied to a girder capable of suppressing the occurrence of cracking in a concrete on the upper surface of the girder and a method of constructing the girder.
SOLUTION: A bridge girder 1 is constructed under the environment that a load due to the traveling of a train is applied thereto. The bridge girder 1 comprises a construction girder 3, a wavy buried from 17, and a concrete part 7 so formed as to cover the construction girder 3 by the deposition of concrete into the wavy buried form 17. The bridge girder 1 is so designed that, before the concrete part 7 is solidified, the maximum tensile strain produced on the upper surface 7a of the concrete part 7 when the load due to the traveling of the train is applied thereto is 500 μ or less.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种在负载被施加到能够抑制在大梁上表面的混凝土中发生裂缝的大梁的环境下构造的梁结构以及构造大梁的方法。解决方案：桥梁1在将列车运行的负载施加到其上的环境下构造。桥梁1包括构造梁3，从17埋下的波浪形和通过将混凝土沉积到波浪掩埋形式17中而覆盖构造梁3的混凝土构件7.桥梁1的设计使得在混凝土部件7固化之前，当施加由于列车行驶所引起的载荷时在混凝土部件7的上表面7a上产生的最大拉伸应变为500μ以下。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2006118162A Seismically reinforced concrete member and method of manufacturing the same 有权
标题翻译：地震加固混凝土构件及其制造方法
公开(公告)号：JP2006118162A
公开(公告)日：2006-05-11
申请号：JP2004305301
申请日：2004-10-20
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , TSUYOSHI TAKESHI , TATSUKI SHINICHI
IPC分类号： E04C3/34 , E04B1/16
摘要： PROBLEM TO BE SOLVED: To provide a seismically reinforced structure for a concrete member, which enhances constraining force at a core concrete section, improves plastic deformation, exerts high antiseismic performance, and is easy to manufacture without incurring cost increase, excessive weight increase, etc., and to provide a method of manufacturing the seismically reinforced structure.
SOLUTION: According to the method of manufacturing the seismically reinforced concrete member 1, a plurality of axial reinforcements 2 are arranged along the central core concrete section 3 in a manner enclosing the same, and hoops 4 are arranged on the periphery of the axial reinforcements 2 at least at locations that correspond to plastic hinge regions in case of an earthquake. Further, L-shaped or polygonally-shaped reinforcing steel products 8 are arranged at four corners inside the hoops 4 at locations corresponding to the plastic hinge regions, in a column axial direction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供混凝土构件的地震增强结构，其增强了芯混凝土部分的约束力，改善塑性变形，发挥高抗震性能，并且容易制造而不会导致成本增加，重量过大增加等，并提供制造地震加固结构的方法。解决方案：根据制造地震加固混凝土构件1的方法，沿着中心纤芯混凝土部分3以包围其的方式布置多个轴向增强件2，并且箍4布置在轴向增强件2至少在与地震情况下的塑料铰链区相对应的位置处。此外，L字形或多边形状的加强钢制品8沿着柱轴向布置在环4内部的与塑料铰链区对应的位置处的四个角处。版权所有（C）2006，JPO＆NCIPI

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