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41. 发明专利

JP2003082603A Construction method for structure under rail track 有权
标题翻译：轨道轨道下结构的施工方法
公开(公告)号：JP2003082603A
公开(公告)日：2003-03-19
申请号：JP2001276510
申请日：2001-09-12
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , ITO AKIO , SATO SEIICHI , YAMADA MASATO
IPC分类号： E01B37/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method capable of constructing a structure under a rail track by forming a real girder by utilizing a temporary girder.
SOLUTION: A permanent way is received temporarily by a plurality of temporary piers 12 and the like installed near the track and temporary girders 22 and the like, and a plurality of the temporary girders are connected mutually by annexing members and steel-pipe girders 42 are mounted. The first concrete C12 and the like are placed so as to wrap the temporary girders 22 and the like and steel-framed concrete girders 72 and the like are constituted, and real structures 112 and the like are configured by a reinforcement by steel-pipe PC girders 45 and the like composed by tensing PC cables 91 and the like in the steel-pipe girders. The main structures are received and replaced from the temporary piers 12 and the like to real piers 31 and the like, and the real structures 112 and the like are utilized as parts of the structure under the rail track.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种能够通过利用临时梁形成实心梁来构造轨道下的结构的施工方法。解决方案：通过安装在轨道和临时梁22等附近的多个临时码头12等暂时接收永久的方式，并且多个临时桁架通过附接构件和钢管梁42相互连接安装。将第一混凝土C12等放置成包裹临时梁22等，并且构成钢框架混凝土梁72等，并且通过钢管PC的钢筋构成实际结构112等大梁45等在钢管桁架中由PC电缆91拉紧等构成。主要结构从临时码头12等被接收和替换为实际的码头31等，并且实际结构112等被用作轨道轨道下的结构的部分。

42. 发明专利

JP2003041657A Method for arranging reinforcing material for concrete member 审中-公开
标题翻译：混凝土加固材料的方法
公开(公告)号：JP2003041657A
公开(公告)日：2003-02-13
申请号：JP2001231329
申请日：2001-07-31
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 , WATABE TAICHIRO , KAMATA NORIO , OBARA KAZUHIRO
IPC分类号： E01D19/02 , E01D21/00 , E01D22/00 , E04B1/16 , E04B1/22 , E04C3/34 , E04C5/01 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To construct a concrete structure excellent in earthquake resistance by changing a method for arranging a reinforcing material for the concrete structure.
SOLUTION: In the method for arranging the reinforcing material (4) for a concrete member (1) which has an arbitrary cross-sectional shape and wherein axial steel (2) is arranged, the reinforcing material (4) in an arbitrary shape is arranged approximately perpendicularly with respect to the axial steel (2) inside the axial steel (2) in a part of or throughout the longitudinal direction of the concrete member (1).
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：通过改变用于布置混凝土结构的增强材料的方法来构造耐震性优异的混凝土结构。解决方案：在布置具有任意横截面形状的混凝土构件（1）的加强材料（4）的布置方法中，布置有轴向钢（2），任意形状的增强材料（4）在所述混凝土构件（1）的一部分或整个纵向方向上相对于所述轴向钢（2）内的所述轴向钢（2）大致垂直。

43. 发明专利

JP2003027423A Track under-section structure construction method 有权
标题翻译：轨道结构构造方法
公开(公告)号：JP2003027423A
公开(公告)日：2003-01-29
申请号：JP2001219181
申请日：2001-07-19
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , ITO AKIO , SATO SEIICHI , YAMADA MASATO
IPC分类号： E01D24/00 , E01D2/00 , E01D15/133 , E01D21/00 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method in which a main girder is formed by utilizing a temporary girder and a track under-section structure can be built.
SOLUTION: A plurality of temporary piers 12 or the like are installed near a track, a plurality of the temporary girders 23 or the like supported by the temporary piers are mounted and the track is received temporarily by the temporary piers and the temporary girders. Main piers 31 or the like are secured while a plurality of the temporary girders are connected mutually by splicing members 83 or the like and the main girder 72 is formed by reinforcing by reinforcing girders 42 or the like. The main girder is receiving-replaced from the temporary piers to the main piers, the splicing members for the temporary girders on the main piers are removed and the main girder is utilized as a part of the track under-section structure by removing the temporary piers.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种通过利用临时梁形成主梁并且可以构建轨道下部结构的构造方法。解决方案：多个临时码头12等安装在轨道附近，并且由临时码头支撑的多个临时桁架23等安装在该临时码头和临时桁架上。主墩31或类似物被固定，而多个临时桁架通过拼接构件83等相互连接并且主梁72由加强梁42等加强而形成。主梁从临时码头接收到主码头，主墩上临时桁架的拼接构件被拆除，主梁被用作轨道下段结构的一部分，通过拆除临时码头。

44. 发明专利

JP2003020900A Structure of element for excavation 有权
标题翻译：元素结构的挖掘
公开(公告)号：JP2003020900A
公开(公告)日：2003-01-24
申请号：JP2001204267
申请日：2001-07-05
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , MASUDA TATSU , WATANABE AKIYUKI , NAGAO TATSUJI
IPC分类号： E21D9/06 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To compensate insufficiency of a yield strength of an element at a low cost.
SOLUTION: In regard to the element (10) for excavation having a rectangular section, reinforcing materials (11 and 12) are provided on one or a plurality of faces out of the upper and lower faces, opposite lateral faces and opposite end faces of the element so that the element may have a multiple structure.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：以低成本补偿元件的屈服强度的不足。解决方案：关于具有矩形截面的挖掘元件（10），在上表面和下表面的一个或多个面上设置增强材料（11和12），相对的侧面和相对端面元件，使得元件可以具有多重结构。

45. 发明专利

JPH11280064A Work execution method for concrete pile using high strength twisted wires 失效
标题翻译：使用高强度绞合线的混凝土桩的工作执行方法
公开(公告)号：JPH11280064A
公开(公告)日：1999-10-12
申请号：JP10043198
申请日：1998-03-27
申请人： East Japan Railway Co , Taisei Corp , 大成建設株式会社 , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , FURUYAMA SHOICHI , IMAI MASATO , SATO YUTAKA , KIKUOKA MASAHIRO , HIRONO TAKESHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a work execution method for concrete pile using high strength twisted wires capable of realizing economical piling having satisfactory workability by a simple method.
SOLUTION: This is a method for constructing a concrete pile by hanging down a plurality of high strength twisted wires 2 and placing concrete 6 inside a digged pile hole. A group of high strength twisted wires and a plate for fixation 1 restraining a tip thereof are hung down inside the pile hole, the plate for fixation 1 is pressed down by a tremie pipe 4 to ensure vertical and straight properties of the high strength twisted wires 2, and then concrete 6 is placed.
COPYRIGHT: (C)1999,JPO
摘要翻译：要解决的问题：提供一种使用能够通过简单的方法实现具有令人满意的可操作性的经济打桩的高强度捻线的混凝土桩的作业执行方法。解决方案：这是一种通过将多根高强度绞线2和将混凝土6放置在挖掘桩孔内部来构造混凝土桩的方法。一组高强度绞合线和一个限制其尖端的固定板1被挂在桩孔内部，固定板1被颤音管4压下，以确保高强度绞线的垂直和直线性质 2，然后放置混凝土6。

46. 发明专利

JP2013117090A Element propulsion device and element propulsion method using the same 有权
标题翻译：元件推进装置和元件推荐方法
公开(公告)号：JP2013117090A
公开(公告)日：2013-06-13
申请号：JP2011263727
申请日：2011-12-01
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , MORIYAMA TOMOAKI , KUWABARA KIYOSHI , SAITO TAKASHI
IPC分类号： E21D9/04 , E21D9/093
摘要： PROBLEM TO BE SOLVED: To provide an element propulsion device for easily reducing sinkage of a ground surface and stably penetrating an element, and an element propulsion method using the element propulsion device.SOLUTION: The element propulsion device for penetrating an element under the ground includes: a cylindrical cutting edge; a sheet storage part opened at an upper part of the cutting edge; a roller rotatably stored in the sheet storage part; a sheet member wound around the roller; a lifting member storage part opened at the upper part of the cutting edge and provided on the rear part in a propulsion direction of the sheet storage part; and a lifting member arranged in the lifting member storage part.
摘要翻译：要解决的问题：提供一种用于容易地减少地面的下沉并稳定地穿透元件的元件推进装置，以及使用元件推进装置的元件推进方法。解决方案：用于穿透地面下的元件的元件推进装置包括：圆柱形切割边缘; 在所述切削刃的上部开口的片材收纳部; 可旋转地存储在所述纸张收纳部中的辊; 卷绕在所述辊上的片材; 提升构件收纳部，其在所述切削刃的上部开口，在所述片材收纳部的推进方向上设置在所述后部; 以及设置在提升构件收纳部中的升降构件。版权所有（C）2013，JPO＆INPIT

47. 发明专利

JP2012017581A Pile hole wall protection method 有权
标题翻译：双孔保护方法
公开(公告)号：JP2012017581A
公开(公告)日：2012-01-26
申请号：JP2010154445
申请日：2010-07-07
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , TANIGUCHI YOSHINORI , TAKEYA TSUTOMU , IKEMOTO HIROFUMI , NAKAGAWA YURI , TAKASAKI HIDEAKI , OTSUKA TAKAHITO , SUZUKI HIROYUKI , HOSHIKAWA TSUTOMU
IPC分类号： E21D5/10 , E21D1/08
摘要： PROBLEM TO BE SOLVED: To provide a method for protecting a hole wall and boring a pile hole for a cast-in-place pile simultaneously in parallel.SOLUTION: An inventive method includes: connecting a plurality of cylindrical pipes (14) together, each of which has a diameter smaller than that of a pile hole and a length equal to or smaller than the depth of a bored part, and dropping them along a hole wall (15) simultaneously in parallel with boring the pile hole for a cast-in-place pile; and filling a back-fill material (16) in a clearance between the hole wall and the cylindrical pipes to bring the pipes into close contact with the wall. On the periphery of the tip of the lowermost cylindrical pipe, a seal material is attached, which is in contact with the hole wall when dropping the pipes and thus prevents the back-fill material from escaping.
摘要翻译：要解决的问题：提供一种同时平行地保护孔壁并对现场堆垛打桩的方法。解决方案：本发明的方法包括：将多个圆柱形管道（14）连接在一起，每个圆柱形管道的直径小于桩孔的直径和等于或小于钻孔部分的深度的长度，以及将其沿着孔壁（15）同时平放放置在桩上，用于现浇桩; 并在孔壁和圆柱形管之间的间隙中填充填充材料（16）以使管道与壁紧密接触。在最下面的圆柱形管的尖端的周边上，安装密封材料，当下降管道时，密封材料与孔壁接触，从而防止后填充材料逸出。版权所有（C）2012，JPO＆INPIT

48. 发明专利

JP2010090588A Pile hole excavating method 有权
标题翻译：钻孔方法
公开(公告)号：JP2010090588A
公开(公告)日：2010-04-22
申请号：JP2008260697
申请日：2008-10-07
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , OSAKO KATSUHIKO , YOSHIDA KOICHI , OBA AKIRA , TANIGUCHI YOSHINORI , TAKEYA TSUTOMU , IKEMOTO HIROFUMI
IPC分类号： E21B3/02
摘要： PROBLEM TO BE SOLVED: To provide a pile hole excavating method for excavating a pile hole in a short time without needing a large-scale facility for press-fitting a pipe. SOLUTION: The pile hole excavating method for rotationally driving and lowering a rod 24 of an excavator 2 to excavate the pile hole 10 for a cast-in-place pile with a bit 25 provided at the lower end of the rod 24, is characterized by inserting a hole wall protective pipe 11 with a diameter smaller than the hole diameter of the pile hole 10 down to a predetermined depth in the pile hole 10 in association with the descent of the bit 25 in the excavator 2. In this pile hole excavating method, the excavation of the pile hole 10 and protection of a pile wall can be simultaneously executed to permit the excavation of the pile hole 10 in a short period of time. Further, the hole wall protective pipe 11 in this pile hole excavating method can be inserted into the pile hole 10 without being press-fitted because its diameter is smaller than the hole diameter of the pile hole 10. The large-scale facility for press-fitting is thereby dispensed with to miniaturize an excavating apparatus 1. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在短时间内挖掘桩孔的桩孔挖掘方法，而不需要用于压配管的大型设施。解决方案：用于旋转地驱动和降低挖掘机2的杆24以便挖出位于杆24的下端处的钻头25的现浇桩的桩孔10的桩孔挖掘方法，其特征在于，与挖掘机2中的钻头25的下降相关联，将孔壁10的直径小于桩孔10的孔直径的孔壁保护管11插入桩孔10中的预定深度。在该桩可以同时进行桩孔10的挖掘和桩壁的保护，以允许桩孔10在短时间内开挖。此外，该桩孔挖掘方法中的孔壁保护管11，由于其直径比绒头孔10的孔径小，因此能够插入桩孔10中而不进行压配。另外，因此省去了配件以使挖掘装置1小型化。版权所有（C）2010，JPO＆INPIT

49. 发明专利

JP2008038523A Underground-structure insertion method using two-ply plate 有权
标题翻译：使用两层板的地下结构插入方法
公开(公告)号：JP2008038523A
公开(公告)日：2008-02-21
申请号：JP2006216449
申请日：2006-08-09
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 , SUZUKI TAKASHI , SUEMATSU SHIRO
IPC分类号： E21D9/00 , E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To construct an underground structure without excavating the natural ground under a vehicle track or the like.
SOLUTION: The underground-structure insertion method using a two-ply plate 10 includes a step wherein a guide tube for inserting a wire saw or a chain saw is installed along the periphery of the planned structure by executing horizontal boring, a step wherein a flexible cutting tool such as a wire saw or the like is inserted across the two adjacent guide tubes for cutting the guide tubes and the natural ground therebetween and then a two-ply plate 10 reducing the friction resistance between the plies is inserted into the cutting part and installed along the periphery of the planned structure, and a step wherein the structure is set in at the rear part of the plate 10 and the natural ground and the structure surrounded by the plate 10 are sled and moved together with the inner plate 10 in relation to the outer plate 10 so as to discharge the inner plate 10 and the natural ground from the front outlet.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：在没有挖掘车辆轨道等下的自然地面的情况下构造地下结构。解决方案：使用双层板10的地下结构插入方法包括以下步骤，其中通过执行水平钻孔沿着所述计划结构的周边安装用于插入线锯或链锯的导管，步骤其中诸如线锯等的柔性切割工具跨过两个相邻的导管插入，用于切割引导管和其间的自然接地，然后将降低层之间的摩擦阻力的双层板10插入到切割部分并沿着预定结构的周边安装，并且其中结构设置在板10的后部并且自然地面和被板10包围的结构的步骤与内板一起滑动 10相对于外板10排出，以便从前出口排出内板10和天然地面。版权所有（C）2008，JPO＆INPIT

50. 发明专利

JP2007297826A Method for reinforcing bridge pier with steel plate 审中-公开
标题翻译：钢板加固桥梁的方法
公开(公告)号：JP2007297826A
公开(公告)日：2007-11-15
申请号：JP2006125804
申请日：2006-04-28
申请人： East Japan Railway Co , Totetsu Kogyo Co Ltd , 東日本旅客鉄道株式会社 , 東鉄工業株式会社
发明人： ISHIBASHI TADAYOSHI , KOBAYASHI MASASHI , IGUCHI SHIGENOBU , TSUCHIDA DAISUKE , KOIZUMI MASATO , KANEKO KENJI , SASAGAWA TORU , KITAMURA TAKASHI , ANDO MICHIHIRO
IPC分类号： E01D22/00 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To rationally reinforce a bridge pier while simplifying steps, in a method for reinforcing the bridge pier with a steel plate.
SOLUTION: The steel plate 4 having a joint 5 provided at its end is inserted into the ground around the bridge pier 1; the steel plates 4 adjacent to each other are engaged with each other by means of the joint 5; and the periphery of the bridge pier 1 is enclosed and closed with the steel plate 4. Next, sediment is excavated by emitting high-pressure jet water to the sediment between the closed steel plate 4 and the bridge pier 1, and the excavated sediment is sucked in and discharged. After that, a solidification material (6) is infilled into a space between the closed steel plate 4 and the bridge pier 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了在简化步骤时合理加固桥墩，在用钢板加固桥墩的方法中。解决方案：具有设置在其端部的接头5的钢板4插入到桥墩1周围的地面中; 相邻的钢板4通过接头5相互接合; 桥墩1的周围用钢板4封闭封闭。接下来，通过向封闭钢板4和桥墩1之间的沉积物喷射高压喷射水来挖掘沉积物，挖出的沉积物吸入和排出。之后，将固化材料（6）填充到封闭钢板4和桥墩1之间的空间中。版权所有（C）2008，JPO＆INPIT

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