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1. 发明专利

JP2005133521A Construction method of underground structure and its device 有权
标题翻译：地下结构及其装置的施工方法
公开(公告)号：JP2005133521A
公开(公告)日：2005-05-26
申请号：JP2003403783
申请日：2003-10-28
申请人： East Japan Railway Co , Nippon Keemoo Koji Kk , 日本ケーモー工事株式会社 , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , SHIMIZU MITSURU , WATANABE AKIYUKI , NISHIJIMA KAZUO , KURISU MOTOAKI , SUZUKI TAKEJI , SHU SHINJI
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an underground structure capable of aiming at work comparatively shortening a width of a railway track (or a road), reducing a construction period of time and accomplishing the work even if an arrival shaft can't be installed. SOLUTION: The front end of a propulsion member for preventing the deformation damage of an element is connected to an edge, the element is inserted in the propulsion member from the outside to connect the front end of the element to the edge, an auger is inserted into the inside of the propulsion member, the rear end of a shaft of the auger is connected to a power source, at the same time, the rear end of the propulsion member is also connected to the power source to drive the propulsion member toward the arrival shaft from a starting shaft, and after the element has arrived at the arrival shaft, the auger and the propulsion member are pulled out from the element, the same procedure is repeated to construct an upper floor slab, and then, the construction method of the underground structure constituted of the construction of a side wall section by repeating the same procedure and a device executing the construction method are provided. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地下结构的施工方法，其能够相对缩短铁路轨道（或道路）的宽度，减少施工时间并完成工作，即使到达轴无法安装。解决方案：用于防止元件的变形损坏的推进构件的前端连接到边缘，元件从外部插入到推进构件中，以将元件的前端连接到边缘，螺旋推入部件插入到推进件的内部，螺旋钻的轴的后端连接到动力源，同时推进件的后端也连接到动力源以驱动推进构件从启动轴朝向到达轴，并且在元件到达到达轴之后，将螺旋推运器和推进构件从元件中拉出，重复相同的过程以构造上层楼板，然后，提供了通过重复相同程序构建侧壁部分的地下结构的施工方法和执行施工方法的装置。版权所有（C）2005，JPO＆NCIPI

2. 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

3. 发明专利

JP2007332733A Natural ground cutting device 有权
标题翻译：天然地切割装置
公开(公告)号：JP2007332733A
公开(公告)日：2007-12-27
申请号：JP2006168992
申请日：2006-06-19
申请人： East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 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： WATANABE AKIYUKI , GENJUN TAKASHI , NOZAWA SHINICHIRO , FURUYAMA SHOICHI , WATANABE HISATOMO , SHIMIZU MITSURU , SUZUKI TAKASHI , NAKAJIMA SATOSHI , NAGAO TATSUJI , HAGIWARA YOSHIO , MAEDA TOMOHIRO , NAGAOKA TAKASHI , NODA YOSHINORI , WATANABE HATSUO
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a natural ground cutting device eliminating the need of installing a guide rail, and capable of increasing the workability and shortening construction time of cutting execution, in a device having a pulley supporting mechanism traveling in a guide pipe and cutting a natural ground by a flexible cutting tool such as a wire saw wrapped around the pulley supporting mechanism.
SOLUTION: The natural ground cutting device comprises the pulley supporting mechanisms 6a, 6b respectively in a pair of guide pipes 5a, 5b horizontally installed on the natural ground so as to move in a pipe axial direction, and supporting cutting pulleys 11a, 11b; the wire saw wrapped around the cutting pulleys supported by these pulley supporting mechanisms so as to cross the natural ground between the guide pipes. The pulley supporting mechanism has holder portions 16 disposed in its front and rear positions so as to be orthogonal to the pipe axis. A plurality of traveling members 19 traveling while contacting inner peripheral surfaces of the guide pipes 5a, 5b is provided on the outer periphery of each holder portion at intervals in a circumferential direction.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种自然地面切割装置，在具有在引导件中行进的皮带轮支撑机构的装置中，不需要安装导轨，并且能够提高加工性并缩短切割执行的施工时间通过柔性切割工具（例如缠绕在皮带轮支撑机构上的线锯）切割自然地面。解决方案：天然地面切割装置包括分别在水平地安装在自然地面上的一对导管5a，5b中的皮带轮支撑机构6a，6b，以沿管轴方向移动，并且支撑切割滑轮11a， 11B; 线锯缠绕在由这些滑轮支撑机构支撑的切割滑轮周围，以便穿过导管之间的自然地面。滑轮支撑机构具有以与管轴正交的方式设置在其前后位置的保持部16。沿着圆周方向间隔地在每个保持器部分的外周上设置有与导向管5a，5b的内周面接触而行进的多个行进构件19。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2004360371A Lining element and lining structure using the same 审中-公开
公开(公告)号：JP2004360371A
公开(公告)日：2004-12-24
申请号：JP2003162410
申请日：2003-06-06
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 , WATANABE AKIYUKI , NISHIJIMA KAZUO , KURISU MOTOAKI
IPC分类号： E21D9/04 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a lining element and a lining structure using it capable of constructing a thin wall in the lining structural body using the lining element.
SOLUTION: In the lining structure constructed by inserting the lining elements 1 and 2 in parallel with each other to partition an empty section in a tunnel, the lining elements 1 and 2 are constituted of body elements 10 and 20 for forming a tunnel wall and working elements 16 and 26 detachably connected to the body elements 10 and 20 and working elements 16 and 26 for carrying out work excavating the insides of the tunnel. The lining elements 1 and 2 are connected with the body elements 10 and 20, and after the insides of the working elements 16 and 26 have been excavated, the working elements 16 and 26 are detached from the body elements 10 and 20 to remove. Then, since the connected body elements 10 and 29 are only left over, the necessary and sufficient thin wall as a tunnel lining structural body can be constructed.
COPYRIGHT: (C)2005,JPO&NCIPI

5. 发明专利

JP2004244887A Horizontal soil retaining construction method 审中-公开
公开(公告)号：JP2004244887A
公开(公告)日：2004-09-02
申请号：JP2003034830
申请日：2003-02-13
申请人： Aoi Sekkei Jimusho:Kk , East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 東日本旅客鉄道株式会社 , 株式会社アオイ設計事務所 , 株式会社ジェイテック , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , SHIMIZU MITSURU , NISHIJIMA KAZUO , ARIMITSU TAKESHI , GOTO YOSHINORI , KOMORI TSUNEO , SATO EITOKU , NAKAJIMA SATOSHI , NODA YOSHINORI , MINEGISHI MINORU
IPC分类号： E02D17/04 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a horizontal soil retaining construction method for shortening a construction period, improving economic efficiency, and improving workability and safety by allowing construction in a desired time zone without limiting a construction time zone by a roadway closing period.
SOLUTION: This horizontal soil retaining construction method is an soil retaining construction method when constructing an underground structure crossing a traveling passage in the natural ground under the vehicle traveling passage, and constructs soil retaining walls 10, 11 and 12 by successively inserting a large number of plate-like soil retaining wall materials in the horizontal direction into the natural ground toward the other side from one side for sandwiching the traveling passage. After constructing the soil retaining walls 10, 11 and 12, the natural ground inside of the soil retaining walls is excavated while arranging ring-like timbering 16, and the soil retaining walls 10, 11 and 12 and the ring-like timbering 16 are used as a body of the underground structure.
COPYRIGHT: (C)2004,JPO&NCIPI

6. 发明专利

JP2007023646A Ground anchor construction method and ground anchor structure 有权
标题翻译：地锚结构方法和地基锚结构
公开(公告)号：JP2007023646A
公开(公告)日：2007-02-01
申请号：JP2005208318
申请日：2005-07-19
申请人： East Japan Railway Co , Kurosawa Construction Co Ltd , 東日本旅客鉄道株式会社 , 黒沢建設株式会社
发明人： KUROSAWA RYOHEI , HIRAI KEI , MUROTA MANABU , SHIMIZU MITSURU , AIZAWA FUMIYA , YASUNO SOUYU
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a ground anchor construction method and a ground anchor structure for compactly and economically performing construction and water cut-off.
SOLUTION: This ground anchor construction method is constituted so that an anchor hole 4 is drilled in the artesian groundwater-existing ground 3 by a hole drilling pipe 5; grout 6 is filled in its inside by leaving the hole drilling pipe 5 in this anchor hole 4; a tensile material 7 is inserted into this grout 6; its upper part is led out from a hole drilling pipe upper end part; water is cut off by filling an accelerating agent 25 in clearance 12 between the upper outer periphery of the hole drilling pipe 5 and the anchor hole 4; and after hardening the grout 6 in the hole drilling pipe 5, the tensile material 7 derived from the hole drilling pipe upper end part is tensioned and fixed to an anchoring plate 18.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供用于紧凑和经济地施工和截水的地锚施工方法和地锚结构。解决方案：该地锚施工方法构成为通过钻孔管5在自流式地下水存在的地面3中钻孔锚孔4; 通过将钻孔管5留在该锚定孔4中，将浆料6填充在其内部; 将拉伸材料7插入该浆料6中; 其上部从钻孔管上端引出; 通过在钻孔管5的上部外周和锚定孔4之间的间隙12中填充加速剂25来切断水; 并且在钻孔管5中的水泥浆6硬化之后，来自钻孔管上端部的拉伸材料7被张紧并固定在锚固板18上。（C）2007，JPO＆INPIT

7. 发明专利

JP2006274728A Ground anchor construction method and structure of ground anchor 有权
标题翻译：地锚锚固施工方法及结构
公开(公告)号：JP2006274728A
公开(公告)日：2006-10-12
申请号：JP2005097944
申请日：2005-03-30
申请人： East Japan Railway Co , Kurosawa Construction Co Ltd , 東日本旅客鉄道株式会社 , 黒沢建設株式会社
发明人： KUROSAWA RYOHEI , HIRAI KEI , MUROTA MANABU , SHIMIZU MITSURU , AIZAWA FUMIYA , YASUNO SOUYU
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a ground anchor construction method for suppressing gushing-out of underground water completely even in the ground of high artesian water to improve workability and preventing intrusion of mud and water due to direct exposure of an anchor tendon to the underground water even temporarily.
SOLUTION: In this ground anchor construction method and the structure of the ground anchor, the whole tendon 6 inserted and fixed in an anchor hole is wrapped by a cylindrical restraining body 8 by leaving an end part to be tightly stretched and fixed to prevent underground water from intruding into it, a rear end part side of the restraining body is constituted by a straight pipe 13 with an aramid packer 10 and is connected with a water cut-off plate 5a provided in an anchor head part 7, grout is poured into the anchor hole 4 to fill a clearance between an outer peripheral face of the restraining body and the anchor hole, grout is poured into an inner side of the restraining body to fill a clearance between the tendon and an inner face of the restraining body, and the tendon is tightly stretched and fixed to the anchor head part 7 provided in a building after each poured grout is solidified.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地锚施工方法，即使在高自流水的地面也能完全抑制地下水的涌出，以提高施工性，防止由于直接暴露锚腱引起的泥土和水的侵入甚至临时地下水。解决方案：在这种地锚施工方法和地锚的结构中，插入固定在锚孔中的整个腱6被圆柱形约束体8包裹，通过使端部被紧紧拉伸并固定在防止地下水侵入其中，限制体的后端部侧由具有芳族聚酰胺封隔器10的直管13构成，并与设置在锚头部7中的防水板5a连接，浇注到锚孔4中以填充约束体的外周面与锚定孔之间的间隙，将浆料注入到约束体的内侧，以填充腱与约束体的内表面之间的间隙并且在每个浇注的浆料固化之后，将腱紧紧地拉伸并固定到设置在建筑物中的锚固头部7。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2005336866A Box shield machine 有权
标题翻译：包装机械
公开(公告)号：JP2005336866A
公开(公告)日：2005-12-08
申请号：JP2004157450
申请日：2004-05-27
申请人： East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 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 , SHIMIZU MITSURU , WATANABE AKIYUKI , NISHIJIMA KAZUO , KURISU MOTOAKI , FUJISAWA HAJIME , ARIMITSU TAKESHI , IGARASHI HIROKI , TAKAMURA KEIICHI , NAGAO TATSUJI , YAMAMOTO ATSUSHI , HAGIWARA YOSHIO , ANPO TOMONORI , KOMORI TSUNEO , NAKAJIMA SATOSHI , NODA YOSHINORI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a box shield machine capable of safely and quickly excavating a tunnel, by using a protection plate inserted in advance into the natural ground.
SOLUTION: This box shield machine has: a main body part 2 having a rectangular cross section and arranging guides 7 and 8 in the shield machine axis direction on an upper surface; a pre-receiving timbering hood 3 movably connected in the shield machine axis direction via a hood jack 10 to a front end upper part of the main body part 2; a front movable timbering member 14 arranged on an upper surface of the pre-receiving timbering hood 3 and guided by the guide 7 by extending to the main body part 2 side; a bearing ring 4 movably connected in the shield machine axis direction via a jacking jack 18 to the rear end of the main body part 2 and having a rectangular cross section of the same size as the main body part 2; a rear movable timbering member 17 arranged on an upper surface of the bearing ring 4 and guided by the guide by extending to the main body part 2 side; a support base 20 arranged in a rear part of the bearing ring 4; and a temporary timbering member 22 liftably arranged via a lift jack 21 on the support base 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过使用预先插入到自然地面中的保护板，提供能够安全和快速地挖掘隧道的箱式屏蔽机。解决方案：该箱式屏蔽机具有：具有矩形横截面的主体部分2和在上表面上的屏蔽机器轴线方向上布置引导件7和8; 一个预先接收的木罩3，通过发动机罩千斤顶10以屏蔽机器轴线方向可移动地连接到主体部分2的前端上部; 布置在预接收木材罩3的上表面上并由引导件7延伸到主体部分2侧的前可移动木材构件14; 轴承环4通过起重吊架18沿屏蔽机器轴线方向可移动地连接到主体部2的后端，并且具有与主体部2相同尺寸的矩形横截面; 布置在轴承环4的上表面上并由引导件延伸到主体部分2侧的后可移动木构件17; 布置在轴承环4的后部的支撑基座20; 以及通过提升插座21可靠地布置在支撑基座20上的临时木材构件22.版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2010024801A Wall surface panel, structure, and construction method of structure 审中-公开
标题翻译：墙面，结构和结构方法
公开(公告)号：JP2010024801A
公开(公告)日：2010-02-04
申请号：JP2008191144
申请日：2008-07-24
申请人： East Japan Railway Co , Erehon Kasei Kogyo Kk , Nakabayashi Kogyo:Kk , Totetsu Kogyo Co Ltd , エレホン・化成工業株式会社 , 有限会社中林工業 , 東日本旅客鉄道株式会社 , 東鉄工業株式会社
发明人： SHINOMIYA TAKUO , TOMORI MASAHIKO , MOROJI TOMOICHIRO , SHIMIZU MITSURU , SAITO TAKASHI , KOBAYASHI KEIICHI , KOIKE KENJI , KARIYA MAMORU , OKAMURA NAOTOSHI , KOYANAGI YUTARO , TSUCHIDA DAISUKE , TAUCHI SOJI , NAKABAYASHI SHIZUO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a wall surface panel with excellent durability which can be also used for a wall surface of a structure like a tunnel, the structure using the wall surface panel, and a construction method of the structure. SOLUTION: The wall surface panel 10 comprises a plate-like core 11 including a plurality of hexagonal-prism-shaped hollow cells 11a which are arranged, and cement composition layers 14 covering both surfaces and side faces of the plate-like core 11. The cement composition layers 14 are obtained by coating the plate-like core 11 with a cement composition and curing it. The cement composition layers 14 are made of an inorganic fiber reinforcing cement composition having an inorganic fiber dispersed in the cement composition. As the inorganic fiber of the inorganic fiber reinforcing cement composition, a short carbon fiber having the length of ≤2 mm and the diameter of ≤15 μm is used. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种具有优异的耐久性的壁面板，其也可用于诸如隧道的结构的壁面，使用壁面板的结构以及该结构的构造方法。解决方案：壁面板10包括板状芯体11，其包括布置的多个六边形棱柱形中空细胞11a和覆盖板状芯的两个表面和侧面的粘合剂组合物层14 水泥组合物层14通过用水泥组合物涂覆板状芯11并固化来获得。水泥组合物层14由具有分散在水泥组合物中的无机纤维的无机纤维增强水泥组合物制成。作为无机纤维增强水泥组合物的无机纤维，使用长度≤2mm，直径≤15μm的短碳纤维。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2009197411A Construction method for lowering underground water level 有权
标题翻译：降低地下水位的施工方法
公开(公告)号：JP2009197411A
公开(公告)日：2009-09-03
申请号：JP2008037683
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： E02D19/10 , E02D5/04 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide a construction method for lowering underground water level for reducing cost of facility and man-hours of work.
SOLUTION: In this construction method, an open soil retaining wall 2 is constructed between a construction zone α and an excavation zone β, an impervious soil retaining wall 4 is constructed around the excavation zone β except a face adjacent to the construction zone α, and an impervious soil retaining wall 5 is constructed around the construction zone α except a face adjacent to the excavation zone β. Then, the excavation zone β is excavated to form a shaft S. A sump 6 is digged on a bottom face of the shaft S to install a pump 7, and drain holes D2-D4 are formed on the open soil retaining wall 2 from an excavation zone β side. Consequently, the underground water sunk into sandy soil in the construction zone α is drained into the shaft S through the drain holes D2-D4 by flowing down naturally, thereby reducing an underground water level in the construction zone α. The underground water in the construction zone α drained into the shaft S flows into the sump 6, is pumped by the pump 7, and is drained to the outside of the excavation zone β.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供降低地下水位的施工方法，以降低设施成本和工作人员工时。解决方案：在这种施工方法中，在施工区域α和开采区域β之间建造开放的土壤挡土墙2，围绕开挖区域β构建不透水土壤围墙4，除了与施工区域相邻的面 α，除了与挖掘区域β相邻的面以外，围绕施工区域α构造不透水的土壤保持壁5。然后，挖出挖掘区域β以形成轴S.在井S的底面上挖出储槽6以安装泵7，并且在开放的土壤挡土墙2上形成排水孔D2-D4 开挖区β侧。因此，施工区域α中沉入沙土的地下水通过排水孔D2-D4自然流下而排入轴S，从而降低施工区域α的地下水位。排入轴S的施工区域α中的地下水流入贮槽6，由泵7泵送，排出到挖掘区域β的外侧。版权所有（C）2009，JPO＆INPIT

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