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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

JP2013194374A Construction method of cast-in-place pile and manufacturing method of cast-in-place pile 有权
标题翻译：铸造桩的构造方法和铸造桩的制造方法
公开(公告)号：JP2013194374A
公开(公告)日：2013-09-30
申请号：JP2012060261
申请日：2012-03-16
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： TAKASAKI HIDEAKI , WADA AKIHIRO , ISHIBASHI TADAYOSHI , WATANABE YASUO , FUJIWARA TORASHIRO , IKEMOTO HIROFUMI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To sufficiently obtain effects of strengthening a supporting force of a pile distal end portion foundation or reducing a pile subsiding amount while suppressing cost.SOLUTION: When cement milk to be injected is switched to non-permeable cement milk after filling an injection hose 21, a bag body 20 and a discharge hose 22 with permeable cement milk, in the case where the bag body 20 is broken and the cement milk is leaked to the outside, meshes of an ambient ground Gb is clogged with a particle size adjustment member contained in the non-permeable cement milk. Thus, the permeation of the cement milk into the ambient ground Gb is suppressed. As a result, while suppressing consumption of the cement milk, effects of strengthening a supporting force of the ambient ground Gb in the distal end portion of a foundation pipe or reducing a subsiding amount of the foundation pile can be obtained at a low cost.
摘要翻译：要解决的问题：为了充分获得增强桩前端基础的支撑力的效果，或者抑制成本，减少桩的下沉量。解决方案：当填充后的水泥乳被切换为不渗透的水泥浆时注射软管21，袋体20和具有可渗透水泥浆的排出软管22，在袋体20破裂并且水泥乳泄漏到外部的情况下，环境地面Gb的网格被粒径堵塞包含在不透水泥浆中的调节构件。因此，水泥乳进入环境地面Gb的渗透被抑制。结果，在抑制水泥浆的消耗的同时，可以以低成本获得增强基础管的前端部中的环境地面Gb的支撑力或降低基础桩的下沉量的效果。

3. 发明专利

JP2013185403A Erection device and erection method of reinforcement cage 有权
标题翻译：加固笼的防护装置和防护方法
公开(公告)号：JP2013185403A
公开(公告)日：2013-09-19
申请号：JP2012053162
申请日：2012-03-09
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Tekken Constr Co Ltd , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , WADA AKIHIRO , IKEMOTO HIROFUMI , TANIGUCHI YOSHINORI , TAKIZAWA SATOSHI , OKADA TAKAYUKI , TAKEYA TSUTOMU , OMURA HIROAKI , TAKASHIMA HIROYUKI , TAKEDA SHIGETSUGU , KURISU MOTOAKI , YAMAMURA YASUO , IWAI TAKANORI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide an erection device and an erection method of a reinforcement cage, capable of effectively utilizing a limited space and efficiently performing work on a construction site with a limited height.SOLUTION: A lifting device 1 includes a pair of bases 2 and a pair each of posts 6 provided at an interval on the bases 2. The post 6 is provided with a rectangular movable frame 10 to be elevated and lowered in a vertical direction, and the movable frame 10 has a plurality of holders 13 projected to the inner side of the movable frame 10 and provided with a pin 15 that can be engaged with a reinforcement cage unit 12. A lower holding device includes an annular base disposed at a peripheral edge of a pile hole, and the base has a plurality of holders 33 projected to the inner side thereof and provided with a pin 34 that can be engaged with the reinforcement cage unit 12.
摘要翻译：要解决的问题：提供一种能够有效利用有限空间并有效地在具有有限高度的施工现场进行工作的加强笼的安装装置和架设方法。解决方案：提升装置1包括一对底座两个支柱6以一定间隔设置在基座2上。支柱6设有矩形可移动框架10，以在垂直方向上升高和降低，并且可移动框架10具有突出的多个保持件13 到可移动框架10的内侧，并且设置有可与加强保持架单元12接合的销15.下保持装置包括设置在桩孔周边的环形基座，并且基座具有多个突出在其内侧的保持件33设置有可与加强架单元12接合的销34。

4. 发明专利

JP2011106190A Liner plate connection structure and liner plate connection structural body 有权
标题翻译：衬板连接结构和衬板连接结构体
公开(公告)号：JP2011106190A
公开(公告)日：2011-06-02
申请号：JP2009263531
申请日：2009-11-19
申请人： East Japan Railway Co , Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , 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： ISHIBASHI TADAYOSHI , TANIGUCHI YOSHINORI , TAKEYA TSUTOMU , IKEMOTO HIROFUMI , HOSHIKAWA TSUTOMU , TAKAGI KEIICHIRO , TAKASAKI HIDEAKI , SUZUKI HIROYUKI , OTSUKA TAKAHITO , SAITO MASAHARU , MORIMOTO TAKEO , MIDOMARU MITSUYUKI , TAKASHIMA HIROYUKI , MACHINAGA TOSHIHIRO , HAYASHI IKUO , TAKEDA SHIGETSUGU , KURISU MOTOAKI , TSURUMI AKITOSHI , MORIMOTO ATSUO , KIMURA SHIGEAKI
IPC分类号： E21D5/10 , E21B7/20
摘要： PROBLEM TO BE SOLVED: To provide a liner plate connection structure enabling a general liner plate, the use of which is restricted depending on the size of a foundation pile, construction work method, working environment, or the like, to be used.
SOLUTION: An inner tightening liner plate is connected through a connection device. The connection device includes a pair of flange connection parts and a support part joining the pair of flange connection parts. Flange connection holes for tightening bolts are formed in the flange connection parts. The connection device is formed by connecting and fixing a pair of connection pieces. The connection piece includes a flange connection part and a support piece vertically extending from the edge or the front surface of the flange connection part. The flange connection part is configured so that the outer peripheral edge and the inner peripheral edge are positioned parallel to each other. The support piece comprises support piece connection holes for tightening bolts. In one of the support pieces, nuts are welded to the surface of the flange connection part on the inner peripheral edge side, and the support piece connection holes communicate with the nut holes.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够使用通用衬板的衬板连接结构，其使用根据使用的基础桩的尺寸，施工工作方法，工作环境等来限制。
解决方案：内部紧固衬板通过连接装置连接。连接装置包括一对法兰连接部和连接该对法兰连接部的支撑部。法兰连接部分形成用于紧固螺栓的法兰连接孔。连接装置通过连接和固定一对连接件而形成。连接件包括凸缘连接部和从凸缘连接部的边缘或前表面垂直延伸的支撑件。凸缘连接部被构造为使得外周边缘和内周边缘彼此平行地定位。支撑件包括用于紧固螺栓的支撑件连接孔。在一个支撑件中，螺母被焊接到内周边缘侧的法兰连接部的表面，并且支撑件连接孔与螺母孔连通。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2010043454A Underground-structure construction method 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2010043454A
公开(公告)日：2010-02-25
申请号：JP2008207702
申请日：2008-08-12
申请人： East Japan Railway Co , Jeitekku:Kk , Jr Higashi Nippon Consultants Kk , Tekken Constr Co Ltd , 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 , 株式会社ジェイテック , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , MORIYAMA TOMOAKI , FUKUSHIMA NORIYUKI , TANAKA MASANORI , NISHIMURA KIMITAKA , KATO MAKOTO , SAITO MASAHARU , YAMAMURA YASUO , SUZUKI TADAO , MAEDA TOMOHIRO , NAKAMURA SEIJI , MATSUTOMO KEISHI , NODA YOSHINORI , ITO YASUHIRO
IPC分类号： E21D9/04 , E21D9/00 , E21D9/06 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a construction method excellent in work characteristics and safety without requiring excavation and placement of concrete when constructing an underground structure below a vehicle travelling road.
SOLUTION: According to the construction method, a box body 21 is placed in the natural ground below the vehicle travelling road for constructing the underground structure. An upper- and a lower-steel plates and a pair of side-wall steel plates, wherein at least the lower steel plate and the pair of side-wall steel plates are composed of a double-layer of an inner steel plate 8 respectively and outer steel plate 9, are inserted in the natural ground between the start side 2 and the arrival side 3 of the box body 21 in such a way as to form the same outer shape as the box body 21. Next, the space defined between the start-side ends of the respective inner steel plates 8 is closed with an end earth retaining plate 26, and then the respective inner steel plates 8 are pulled out from the arrival side, so as to discharge the sediment surrounded by the respective inner steel plates 8 as a clod 27. Then, the box body 21 is inserted into the portion where the clod 27 is discharged.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种工作特性和安全性优异的施工方法，而在车辆行驶道路下方构造地下结构时，不需要开挖和布置混凝土。解决方案：根据施工方法，将箱体21放置在车辆行驶道路下方的自然地面中，以构造地下结构。上下钢板和一对侧壁钢板，其中至少下钢板和一对侧壁钢板分别由内钢板8的双层和外钢板9以与箱体21相同的外形形式插入盒体21的起始侧2和到达侧3之间的自然地面中。接下来，各个内钢板8的起始侧端部用端部接地保持板26封闭，然后将各个内侧钢板8从到达侧拉出，以排出由各个内侧钢板包围的沉积物然后，将盒体21插入到排出块27的部分中。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2010007337A Jointing structure of concrete member 有权
标题翻译：混凝土结构接头
公开(公告)号：JP2010007337A
公开(公告)日：2010-01-14
申请号：JP2008166962
申请日：2008-06-26
申请人： East Japan Railway Co , Ohbayashi Corp , Taisei Corp , Tekken Constr Co Ltd , 大成建設株式会社 , 東日本旅客鉄道株式会社 , 株式会社大林組 , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , OBA MITSUAKI , ANPO TOMONORI , SATO SHIGEMI , MASUDA AKIHISA , ISHIZAKI TARO , KAWAMATA ATSUSHI , SATO TAKASHI , TOSAKA HIROMITSU , SUZUKI KIKUZO , HAGIWARA GO , NISHIAOKI MITSUNORI
IPC分类号： E01B1/00 , E01B3/38 , E01D19/12 , E04B1/61
摘要： PROBLEM TO BE SOLVED: To provide a joining structure of concrete members suitable for connecting PC beams for laying down a railroad rail or beam members for a road or a bridge, easily installable, and capable of reducing construction cost and the size of the joined section.
SOLUTION: The concrete member 3 having a plurality of joining reinforcements 11, 12 projecting from a joining end section 7a and the concrete member 4 having a plurality of joining reinforcements 13, 14 projecting from a joining end section 8a are opposed to each other in such a manner that the joining reinforcements 11, 12 are separated from the joining reinforcements 13, 14. Closed reinforcing reinforcements 15, 16 are closely and overlappingly disposed between the opposed joining reinforcements 11, 12 and the joining reinforcements 13, 14. Bearing and reinforcing reinforcements 19, 20 are disposed in the overlapped area of the joining reinforcements 11, 12, 13, 14 and the reinforcing reinforcements 15, 16 in the directions crossing these reinforcements. A filler is applied between the joining ends 7a, 8a of the concrete members 3, 4 and then solidified.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种适用于连接PC梁的混凝土构件的接合结构，用于铺设用于道路或桥梁的铁路轨道或梁构件，易于安装，并且能够降低建筑成本和尺寸连接部分。解决方案：具有从接合端部7a突出的多个接合加强件11,12和具有从接合端部8a突出的多个接合加强件13,14的混凝土构件4的混凝土构件3与每个另一种方式是连接加强件11,12与接合加强件13,14分开。封闭的加强加强件15,16紧密地和重叠地设置在相对的连接加强件11,12和连接加强件13,14之间。轴承并且加强筋19,20在与这些加强件交叉的方向上设置在接合加强件11,12,13,14和加强加强件15,16的重叠区域中。在混凝土构件3,4的接合端部7a，8a之间施加填料，然后固化。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2009197394A Steel element construction method and apparatus 有权
标题翻译：钢元件施工方法和装置
公开(公告)号：JP2009197394A
公开(公告)日：2009-09-03
申请号：JP2008037135
申请日：2008-02-19
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , SHIMIZU MITSURU , SAITO TAKASHI , FUKUSHIMA NORIYUKI
IPC分类号： E21D9/04 , E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a steel element construction method and apparatus for constructing a steel element into the ground below a railroad track line speedily.
SOLUTION: In this method for constructing the steel element into the ground, a plurality of steel elements are constructed on an upper floor slab by pulling or jacking them simultaneously.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在铁路轨道线下方快速地将钢构件构造到地面中的钢构件施工方法和装置。解决方案：在用于将钢构件构造到地面中的这种方法中，多个钢构件通过同时拉动或顶起而在上层楼板上构造。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2009062771A Method of increasing rigidity of bridge 有权
标题翻译：增加桥梁刚度的方法
公开(公告)号：JP2009062771A
公开(公告)日：2009-03-26
申请号：JP2007232974
申请日：2007-09-07
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： KOBAYASHI KAORU , ISHIBASHI TADAYOSHI , KANEDA ATSUSHI
IPC分类号： E01D22/00 , E01D19/10
摘要： PROBLEM TO BE SOLVED: To increase the rigidity of a bridge by panels fixed to a girder of the bridge.
SOLUTION: An elastic body 8 forming a joint between soundproof walls 4 and a portion 4b of the two soundproof walls 4 adjoining both sides of the elastic body 8 is removed from the constructed bridge 1, and an inter-panel space 9 is formed. Thereafter, a bag member 10 is set in the inter-panel space 9, and mortar 12 in a fluid state is filled in the bag member 10. Thereafter, when the mortar 12 is hardened, the adjoining soundproof walls 4 are fixed to each other by the mortar, and therefore, the plurality of soundproof walls 4 fixed to the girder 3 are formed into a unitary body. In this manner, the rigidity of the existing bridge 1 can be increased by the soundproof walls 4 fixed to the girder.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过固定到桥梁大梁的面板来提高桥的刚性。解决方案：从构造的桥1中去除形成隔音壁4与毗邻弹性体8的两侧的两个隔音壁4的部分4b之间的接合部的弹性体8，并且面板间空间9 形成。此后，将袋构件10设置在面板间空间9中，将流体状态的砂浆12填充在袋构件10中。此后，当砂浆12硬化时，相邻的隔音壁4彼此固定由此，固定在梁3上的多个隔音壁4形成为整体。以这种方式，可以通过固定在大梁上的隔音墙4来增加现有桥1的刚度。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

JP2007162344A Columnar structure 有权
标题翻译：柱结构
公开(公告)号：JP2007162344A
公开(公告)日：2007-06-28
申请号：JP2005360342
申请日：2005-12-14
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , OOBA MITSUAKI , MATSUMOTO KOICHI , NAKAZAWA KOICHI
IPC分类号： E01D19/02 , E02D27/32 , E04C3/34
摘要： PROBLEM TO BE SOLVED: To reduce the cross-sectional dimension of a column of a structure while ensuring sufficient proof stress and aseismatic performance and to reduce its material cost.
SOLUTION: In this columnar structure 1, bundled axial reinforcements 4 formed by bundling a plurality of axial reinforcements 5 are arranged, and the axial reinforcements 5 are arranged in high density. A spiral reinforcement 6 is arranged to surround the bundled axial reinforcements 4. The cross-sectional dimension of the columnar structure 1 is thereby reduced while ensuring sufficient proof stress and aseismatic performance, and the material cost is reduced.
COPYRIGHT: (C)2007,JPO&INPIT

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