专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2014173407A Movement restriction device 有权
标题翻译：运动限制装置
公开(公告)号：JP2014173407A
公开(公告)日：2014-09-22
申请号：JP2013050121
申请日：2013-03-13
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Jr Higashi Nippon Consultants Kk , ジェイアール東日本コンサルタンツ株式会社
发明人： KUDO SHINJI , KUMABE KEI , KURODA TOMOYA , KATO ITARU , ISHIBASHI TADAYOSHI
IPC分类号： E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a movement restriction device capable of reducing the cost without need of using columnar steel materials of an excessive dimension.SOLUTION: The movement restriction device 100 for restricting movement of a bridge girder 50 installed on a substructure has a long-sized steel material 170 whose longer direction is parallel to the movement direction of the bridge girder 50, and absorbs energy of the bridge girder 50 trying to move as a result of the long-sized steel material 170 extending in the longer direction according to the movement of the bridge girder 50 so as to restrict the movement of the bridge girder 50.
摘要翻译：要解决的问题：提供一种能够在不需要使用过大尺寸的柱状钢材料的情况下降低成本的移动限制装置。解决方案：用于限制安装在子结构上的桥梁50的运动的移动限制装置100具有长尺寸较大的钢材170，其长度方向平行于桥梁梁50的移动方向，并且吸收由于长尺寸的钢材170沿长度方向延伸的结果，试图移动的桥梁梁的能量根据桥梁梁50的运动，以限制桥梁梁50的移动。

2. 发明专利

JP2006214219A Pc rail tie doubling as crossbeam and construction method using it 审中-公开
标题翻译： PC RAIL TIE DOUBLING作为交叉和使用它的构造方法
公开(公告)号：JP2006214219A
公开(公告)日：2006-08-17
申请号：JP2005030002
申请日：2005-02-07
申请人： East Japan Railway Co , Jr Higashi Nippon Consultants Kk , ジェイアール東日本コンサルタンツ株式会社 , 東日本旅客鉄道株式会社
发明人： ITO AKIO , KUDO SHINJI , KANEKO TATSUYA , GOTO TAKASHI , SATO SEIICHI , NARITA MASAHIRO
IPC分类号： E01B3/34
摘要： PROBLEM TO BE SOLVED: To enable a PC rail tie and a construction method using it to be able to endure an extended period of use as a construction beam even when repeated loads are imposed by passage of a train.
SOLUTION: A PC rail tie doubling as a crossbeam is used as the crossbeam of the construction beam by connecting extension blocks (2) to both ends, and is used as a PC rail tie (1) on a track bed by removing the extension blocks (2). Then a coupler (10) is connected to the end of a PC steel bar (11) of the PC rail tie, and a PC steel bar (12) is added and connected to the coupler. Then the extended PC steel bar (12) is inserted through an extension block (2), and the extended PC steel bar (12) is fixed at the end surface of the extension block or at the inside of the extension block.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：即使在通过列车重复负载的情况下，能够使用PC导轨和使用它的施工方法能够将延长的使用期限用作施工梁。解决方案：通过将延伸块（2）连接到两端，将作为横梁的PC导轨搭接用作施工梁的横梁，并且用作轨道床上的PC导轨（1），通过移除扩展块（2）。然后，连接器（10）连接到PC导轨架的PC钢棒（11）的端部，并且添加PC钢棒（12）并连接到耦合器。然后将延伸的PC钢筋（12）插入通过延伸块（2），并且延伸的PC钢筋（12）固定在延伸块的端面处或在延伸块的内部。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2017089380A 移動制限装置审中-公开
公开(公告)号：JP2017089380A
公开(公告)日：2017-05-25
申请号：JP2017034292
申请日：2017-02-27
申请人：ジェイアール東日本コンサルタンツ株式会社 , Jr Higashi Nippon Consultants Kk
发明人： KUDO SHINJI , KUMABE KEI , KURODA TOMOYA , KATO ITARU , ISHIBASHI TADAYOSHI
IPC分类号： E01D19/04
摘要：【課題】過大な寸法の柱状鋼材を利用する必要がなく、コストを低減することが可能な移動制限装置を提供する。【解決手段】本発明に係る移動制限装置100は、下部構造物上に設置される橋桁50の移動を制限し、前記橋桁が前記下部構造物の左右に脱落しないようにする移動制限装置100において、前記橋桁50の移動方向と、長手方向が平行である長尺鋼材170を設け、前記橋桁50の移動に伴い、前記長尺鋼材170が前記長手方向に伸びることで、前記橋桁50が移動しようとするエネルギーを吸収し、前記橋桁50の移動を制限し、前記長尺鋼材170の一端が、前記下部構造物上に固定されている固定ブロック110に取り付けられ、前記長尺鋼材170の他端が、前記橋桁50に取り付けられることを特徴とする。【選択図】図1

4. 发明专利

JP2005273207A Structural member 有权
标题翻译：结构会员
公开(公告)号：JP2005273207A
公开(公告)日：2005-10-06
申请号：JP2004085190
申请日：2004-03-23
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , KUDO SHINJI , SUGANO TAKAHIRO , TSUNASHIMA KAZUHIKO , SHIRAGAMI AKIRA , HOSODA AKIRA
IPC分类号： E01D1/00 , E01D2/00 , E01D19/02 , E01D101/00 , E04C3/293
摘要： PROBLEM TO BE SOLVED: To easily and surely integrate a steel structural material with concrete around the steel structural material.
SOLUTION: The steel structural material (a steel girder 11) is covered with the expanding material-added concrete 14, and the concrete expands, and is densely filled in the periphery of the steel structural material, and also presses a surface of the steel structural material. By adding fiber to the concrete 14, when the concrete 14 covering the steel structural material tries to expand in the direction for separating from the steel structural material, the fiber restricts this expansion. By forming a plurality of through-holes 15 in the steel structural material, the concrete 14 is also filled in the through-holes 15, to enhance sticking performance of the concrete 14 and the steel structural material. Thus, the concrete 14 and the steel structural material can be surely integrated.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：将钢结构材料与钢结构材料周围的混凝土轻松可靠地结合在一起。解决方案：钢结构材料（钢梁11）被膨胀材料添加混凝土14覆盖，混凝土膨胀并且密集地填充在钢结构材料的周围，并且还压制钢结构材料。通过向混凝土14添加纤维，当覆盖钢结构材料的混凝土14试图在与钢结构材料分离的方向上膨胀时，纤维限制了这种膨胀。通过在钢结构材料中形成多个通孔15，还将混凝土14填充在通孔15中，以提高混凝土14和钢结构材料的粘附性能。因此，混凝土14和钢结构材料可以可靠地整合。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2003041505A Method for fitting rack to shape-steel construction girder 有权
标题翻译：用于将机架安装到形状钢构架上的方法
公开(公告)号：JP2003041505A
公开(公告)日：2003-02-13
申请号：JP2001229586
申请日：2001-07-30
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： NOZAWA SHINICHIRO , KUDO SHINJI , SAITO SATOSHI , YAMADA KEISUKE
IPC分类号： E01B23/02 , E01B1/00
摘要： PROBLEM TO BE SOLVED: To prevent an L-shaped steel rack and the lower flange of a main girder from interfering with each other even if the main girder of a shape-steel construction girder is low in height.
SOLUTION: A method for fitting the rack to the construction girder having both the main girder 10 formed of shape steel with the L-shaped steel rack 21 attached thereto and a tie receiving girder 11 formed of shape steel secured to the rack at each end is disclosed. The L-shaped steel 21 is pointed upwards and mounted on the web plate of the main girder.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了防止L型钢架和主梁的下凸缘彼此干扰，即使形状钢结构梁的主梁高度低。解决方案：一种用于将架子装配到具有由形状钢形成的主梁10和安装有L形钢架21的建筑梁的方法以及在每端固定到机架的形状钢形成的接头梁11，披露 L形钢21向上指向并安装在主梁的腹板上。

6. 发明专利

JP2003041504A Structure of tie receiving girder of shape steel construction girder, receiving girder, and method of fixing in place 有权
标题翻译：形状钢结构吉他，接收吉他的地毯结构及其位置固定方法
公开(公告)号：JP2003041504A
公开(公告)日：2003-02-13
申请号：JP2001229585
申请日：2001-07-30
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： NOZAWA SHINICHIRO , KUDO SHINJI , SAITO SATOSHI , YAMADA KEISUKE
IPC分类号： E01B23/02 , E01B1/00
摘要： PROBLEM TO BE SOLVED: To prevent a tie receiving girder from being cracked when stressed and prevent bolts from being cut under the influence of repeating train loads by preventing a tie from shaking within the receiving girder.
SOLUTION: A construction girder has a main girder 10 made of shape steel with a rack attached thereto, and the tie receiving girder 11 made of shape steel secured to the rack 13 at each end. Cut parts 23 which are away from the racks at each end of the tie receiving girder are in the form of a curve or a slanted straight line.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了防止连接接收梁在受到应力时发生裂纹，并且通过防止接头在接收梁内晃动而在重复列车载荷的影响下防止螺栓被切断。解决方案：建筑梁具有由形状钢制成的主梁10，其上安装有机架，并且每个端部固定在机架13上的由形状钢制成的接头梁11。在连接接收梁的每个端部远离机架的切割部件23呈曲线形式或倾斜的直线。

7. 发明专利

JP2012036615A Construction girder 审中-公开
标题翻译：建筑师
公开(公告)号：JP2012036615A
公开(公告)日：2012-02-23
申请号：JP2010176632
申请日：2010-08-05
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： KUDO SHINJI , GOTO TAKASHI , TAKANO YUKIHIRO , YAGINUMA KENICHI , SHIRAGAMI AKIRA
IPC分类号： E01B23/00 , E01B1/00
摘要： PROBLEM TO BE SOLVED: To broaden an application range of a sleeper width; to simplify construction and enhance riding comfort in a train by reducing processing of a sleeper bearing girder to be used; and to reduce noise and vibration generated due to components by reducing the number of components.SOLUTION: A construction girder 1 is provided with a pair of main girders 4A, 4B disposed along the extension direction of a rail 2, and a sleeper bearing girder 5 disposed toward the direction in which the main girders 4A, 4B separate from each other in the material axis direction. The sleeper bearing girder 5 supports from the lower side a sleeper 3 receiving the rail 2. The main girder 4 is provided with a upper flange 41, a lower flange 42, and a web 43, and a web 53 in the sleeper bearing girder 5 of H-shaped steel material is disposed toward the vertical direction, and a lower flange 52 in the sleeper bearing girder 5 is brought into surface contact with the lower flanges 42 of the main girders 4A, 4B.
摘要翻译：要解决的问题：拓宽卧铺宽度的应用范围; 通过减少使用的卧铺轴承梁的加工，简化结构，提高列车乘坐舒适性; 并且通过减少部件的数量来减少由于部件产生的噪音和振动。解决方案：一个施工梁1设置有沿着轨道2的延伸方向设置的一对主梁4A，4B，以及沿着主梁4A，4B分离的方向设置的轨枕支承梁5 彼此在材料轴方向。卧铺轴承梁5从下侧支撑接收轨道2的轨枕3.主梁4设置有上凸缘41，下凸缘42和腹板43，以及在卧铺轴承梁5中的腹板53 H形钢材沿垂直方向配置，而在卧铺轴承梁5中的下凸缘52与主梁4A，4B的下凸缘42面接触。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2003082615A Method for joining high strength bolt for steel box girder 审中-公开
标题翻译：钢箱盖高强度螺栓的加工方法
公开(公告)号：JP2003082615A
公开(公告)日：2003-03-19
申请号：JP2001277690
申请日：2001-09-13
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ITO AKIO , SATO SEIICHI , UMEDA TAKAO , KUDO SHINJI , KANEKO TATSUYA
IPC分类号： E04B1/58 , E01D1/00 , E01D2/00 , E01D2/04 , E01D101/30 , F16B5/02 , F16B31/02
摘要： PROBLEM TO BE SOLVED: To set a construction cost and an execution time in the same extent as the friction joint of a high strength bolt, and to inhibit the generation of noises more than the friction joint of the high strength bolt without deteriorating a landscape in the joining of the high strength bolt for a steel box girder.
SOLUTION: The joining sections of upper and lower flange sections, which are not conspicuous, are formed in the friction joints of the high strength bolts as seen in conventional devices, and the joining sections of web plate sections, which are conspicuous and are at issue on the landscape, are joined by the high strength bolts on the girder internal-surface side, and are not viewable on the external surface sides.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了将结构成本和执行时间设置在与高强度螺栓的摩擦接合相同的程度上，并且抑制高强度螺栓的摩擦接合体的噪声的产生，而不会使景观变差用于钢箱梁的高强度螺栓的接合。解决方案：上，下凸缘部分的不明显的接合部分形成在高强度螺栓的摩擦接头中，如常规装置所示，并且腹板部分的接合部分是显着的并且是问题在横向上，通过高强度螺栓连接在大梁内表面侧，并且在外表面侧不可见。

9. 发明专利

JP2003041506A Structure of spliced part of shape-steel construction girder 有权
标题翻译：形状钢结构部分的结构
公开(公告)号：JP2003041506A
公开(公告)日：2003-02-13
申请号：JP2001229587
申请日：2001-07-30
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： NOZAWA SHINICHIRO , KUDO SHINJI , SAITO SATOSHI , YAMADA KEISUKE
IPC分类号： E01B23/02 , E01B1/00
摘要： PROBLEM TO BE SOLVED: To eliminate the need for an intermediate pier so as to enhance economic properties by forming the spliced part of a shape-steel construction girder into a structure such that the girders can be spliced together by a splicing plate.
SOLUTION: In the structure of the spliced part, the construction girders each having both a main girder 10 formed of shape steel with a rack 13 attached thereto using high-strength bolts and a tie receiving girder 11 formed of shape steel secured to the rack at each end using high-strength bolts are connected together by the splicing plate 30. Bolt holes in the splicing plate attached to the web plate of the main girder are the same as bolt holes in the rack, so that the rack is laid on top of the splicing plate and the splicing plate and the rack are secured to each other using the common high-strength bolts.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了消除对中间墩的需要，通过将形状钢结构梁的接合部分形成为使得桁架可以通过拼接板拼接在一起的结构来提高经济性能。解决方案：在接合部分的结构中，构造大梁各自具有由形状钢形成的主梁10和高强度螺栓附接到其上的齿条13以及由固定在机架上的形状钢形成的接头梁11 使用高强度螺栓的每一端通过拼接板30连接在一起。连接到主梁的腹板上的拼接板中的螺栓孔与机架中的螺栓孔相同，使得齿条放置在拼接板和拼接板和机架使用公共高强度螺栓彼此固定。

10. 发明专利

JP2005030072A Horizontal structural member 审中-公开
标题翻译：水平结构构件
公开(公告)号：JP2005030072A
公开(公告)日：2005-02-03
申请号：JP2003271083
申请日：2003-07-04
申请人： East Japan Railway Co , Tekken Constr Co Ltd , 東日本旅客鉄道株式会社 , 鉄建建設株式会社
发明人： SUGANO TAKAHIRO , HOSODA AKIRA , KUDO SHINJI , YAMAGUCHI SHIN , SHIRAGAMI AKIRA , MATSUO SHOJI
IPC分类号： E01D1/00 , E01D2/00 , E01D22/00 , E01D101/40 , E04C3/20 , E04C5/07
摘要： PROBLEM TO BE SOLVED: To provide a horizontal structural member by realizing easy, inxpensive rationalization of design and increasing an effective heigh.
SOLUTION: The horizontal structural member is constructed by pouring concrete 15 in a manner covering a substantially horizontally arranged steel frame (steel girder 11) and integrating the steel frame with a form (a reinforcing girder 12 and a precast concrete form 13) arranged on lateral sides and on a lower side of the steel frame (steel girder 11). The horizontal structural member is characterized in that sheet members (fiber sheets 14) having one side end 14a of each sheet fixed to the form (precast concrete form 13) and the other side end 14b of the same covering a concrete portion 15a located immediately above the steel frame (steel girder 11) from above is embedded in the concrete 15.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过实现设计的轻松，密集的合理化并提高有效的高度来提供横向结构构件。解决方案：水平结构件通过以覆盖基本上水平布置的钢框架（钢梁11）的方式浇注混凝土15并且将钢框架与形式（增强梁12和预制混凝土模板13）整合而构成，布置在钢框架（钢梁11）的侧面和下侧。水平结构件的特征在于，片材（纤维片14）的每个片的一个侧端14a固定成形式（预制混凝土形式13），另一侧端部14b覆盖紧邻上方的混凝土部分15a 上述钢框架（钢梁11）嵌入混凝土15中。版权所有（C）2005，JPO＆NCIPI

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式