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1. 发明专利

JP2003138559A CUTOFF STRUCTURE OF STEEL SHEET PILE JOINT PART 审中-公开
公开(公告)号：JP2003138559A
公开(公告)日：2003-05-14
申请号：JP2001340510
申请日：2001-11-06
申请人： NIPPON STEEL CORP , TOKYO FABRIC KOGYO KK
发明人： TORISAKI HATSUICHI , SHIMIZU SOICHIRO , KIMURA MASAAKI
IPC分类号： E02D5/14 , E02D5/08
摘要： PROBLEM TO BE SOLVED: To provide a cutoff structure of a steel sheet pile joint part capable of surely cut off water by using an elastic body with large deformation. SOLUTION: This cutoff structure of the steel pipe pile sheet joint part cuts off water in such a manner that a fitting plate 3 fixed to another steel pipe pile sheet 4 via an opening part 1a is inserted in a joint pipe 1 fixed to the steel pipe pile sheet body 2, and an elastic body 5, which is provided in the fitting plate 3 and has a recessed/projecting part 5b and a hollow part 5c in its tip, is press-fitted to the inner wall of the joint pipe 1. The air in the hollow part 5c is evacuated to contract the elastic body 5 to be inserted into the joint part 1.

2. 发明专利

JP2008215065A Expansion joint device for concrete slab 有权
标题翻译：膨胀混凝土连接装置
公开(公告)号：JP2008215065A
公开(公告)日：2008-09-18
申请号：JP2008026941
申请日：2008-02-06
申请人： Natl Inst For Land & Infrastructure Management Mlit , Ps Mitsubishi Construction Co Ltd , Tokyo Fabric Kogyo Kk , 国土交通省国土技術政策総合研究所長 , 東京ファブリック工業株式会社 , 株式会社ピーエス三菱
发明人： MIZUKAMI JUNICHI , TSUBOKAWA MASAFUMI , SAKAGAMI NORIYUKI , NONAKA SATOSHI , KIMURA MASAAKI
IPC分类号： E01C11/02 , E01D19/06
摘要： PROBLEM TO BE SOLVED: To provide an expansion joint device for a concrete slab which has a large amount of expansion, which can increase stiffness, and which cannot be easily removed even though it can be freely attached and detached.
SOLUTION: A pair of support members 7 which are nearly L-shaped in cross section are brought into contact with each of the ends of the concrete slabs 2 which are placed opposite to each other. A joint member 8 is sandwitched between the pair of support members 7 and is fixed to them. The joint member 8 has a two-layer structure having a plurality of cross section spaces inside, and expands elastically. Then the support members 7 are connected by a bolt/nut to a fixation member 6 which is fixed and supported to the concrete slab 2. The joint member 8 is constituted so that it does not come off, and expands by maintaining a horizontal state through the medium of the support member 7 along with the change in the pore of the clearance 3 of the concrete slab 2.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有大量膨胀的混凝土板的膨胀接头装置，其可以增加刚度，并且即使可以自由地安装和拆卸也不容易去除。解决方案：一对横截面为L形的支撑构件7与彼此相对放置的混凝土板2的每个端部接触。接合构件8在一对支撑构件7之间被切割并固定在它们上。接头构件8具有内侧具有多个横截面空间且弹性膨胀的双层结构。然后，支撑构件7通过螺栓/螺母连接到固定构件6，固定构件6固定并支撑在混凝土板2上。接头构件8构成为不脱落，并且通过保持水平状态而膨胀支撑构件7的介质以及混凝土板2的间隙3的孔隙的变化。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2005069257A Drop out preventing body for temporary fixing 有权
标题翻译：倾倒预防身体临时固定
公开(公告)号：JP2005069257A
公开(公告)日：2005-03-17
申请号：JP2003208517
申请日：2003-08-25
申请人： Tokyo Fabric Kogyo Kk , Yokogawa Bridge Corp , 東京ファブリック工業株式会社 , 株式会社横河ブリッジ
发明人： NAKAHIGASHI TAKEHIKO , TAKANO YASUYUKI , KIMURA MASAAKI
IPC分类号： E01D19/12 , E01D21/00 , E01D101/40 , E04G19/00 , F16B41/00 , F16B43/00
摘要： PROBLEM TO BE SOLVED: To make a bolt of a hunch plate into a mounting constitution without the occurrence of drop out and to impart the cutoff performance to the bolt.
SOLUTION: The drop out preventing body 1 for the temporary fixing is held with elastic force to the hunch plate 2 used for a composite slab formed by casting concrete. The drop out preventing body 1 is closely held by inserting the bolt 7 to the inner diameter part and prevents the occurrence of the drop out even during the transportation. The outer shape part is made of an approximately cylindrical elastic member which is closely held to the hunch plate 2. The end part of the drop out preventing body 1 for the temporary fixing is divided and easily elastically deformable. The drop out preventing body 1 for the temporary fixing has a sealing function. Therefore, water is prevented from permeating.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：使预制板的螺栓成为安装结构，而不会发生脱落，并且对螺栓施加切断性能。解决方案：用于临时固定的脱出防止体1以弹性力保持在用于由铸造混凝土形成的复合板坯的预制板2上。通过将螺栓7插入到内径部中，防止脱落体1紧密地保持，并且即使在运输中也防止出现脱落现象。外形部分由近似圆柱形的弹性构件制成，该弹性构件紧密地固定在预制板2上。用于临时固定的防脱体1的端部被分开并且容易弹性变形。用于临时固定的防脱体1具有密封功能。因此，防止水渗透。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2004176445A Cross sectional force transmitting device in connection part between structures 有权
公开(公告)号：JP2004176445A
公开(公告)日：2004-06-24
申请号：JP2002345269
申请日：2002-11-28
申请人： Cti Engineering Co Ltd , Tokyo Fabric Kogyo Kk , 東京フアブリック工業株式会社 , 株式会社建設技術研究所
发明人： ENOMOTO FUMIO , YO YUKIMATSU , SHIMIZU SOICHIRO , KIMURA MASAAKI , MATSUMOTO SHIRO
IPC分类号： E01D19/04 , E01D19/12 , E01D101/00
摘要： PROBLEM TO BE SOLVED: To obtain large resistance force and reduce time and labor required for centering when performing construction in a cross sectional force transmitting device for a slip type structure.
SOLUTION: In stress transmission within allowable load between concrete structures, load in the direction of the outside of a face between both of them provides large resistance force by an elastic member 2 of an elastic anchor bar 3 restrained and sealed into an outer pipe body 4 and is transmitted to a cross sectional force transmission steel bar 1 through the elastic member 2. The cross sectional force transmission steel bar 1 does not cause deformation under predetermined load proof stress and does not cause deviation in a scope other than allowable elasticity scope between the concrete structures K1 and K2.
COPYRIGHT: (C)2004,JPO

5. 发明专利

JP2013032662A Bearing device and bearing structure of bridge girder 审中-公开
标题翻译：桥梁装置的承载装置和轴承结构
公开(公告)号：JP2013032662A
公开(公告)日：2013-02-14
申请号：JP2011169953
申请日：2011-08-03
申请人： Tokyo Fabric Kogyo Kk , 東京ファブリック工業株式会社
发明人： YOSHINO SHIN , KUJI SHIGEKI , INOUE HIROKI , KIMURA MASAAKI
IPC分类号： E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a bearing device capable of improving surface pressure increase and fatigue durability.SOLUTION: A bearing device 2 is configured by interposing an elastic layer 5 between an upper support member 3 and a lower support member 4. The upper support member 3 presents a ring shape for which an upper inner hole passes through a center part in a surface direction, and an upper storage recess is formed on a lower surface. The upper storage recess extends in an annular shape concentric to the upper inner hole on the outer side of the upper inner hole. The lower support member 4 has such a shape that the upper support member 3 is vertically inverted, includes a lower inner hole on a position facing the upper inner hole, and includes a lower storage recess on a position facing the upper storage recess on an upper surface. In the elastic layer 5, an annular hard member 6 is buried. The hard member 6 is a ring-shaped member and is arranged in an area surrounded by the upper storage recess and the lower storage recess.
摘要翻译：要解决的问题：提供一种能够提高表面压力增加和疲劳耐久性的轴承装置。解决方案：轴承装置2通过在上支撑构件3和下支撑构件4之间插入弹性层5而构成。上支撑构件3呈环状，上内孔穿过中心部并且在下表面上形成上储存凹部。上存储凹部以与上内孔的外侧上的上内孔同心的环形形状延伸。下支撑部件4具有上支撑部件3上下倒转的形状，在与上内孔相对的位置上具有下内孔，在与上存储凹部的上方相对的位置上具有下容纳凹部表面。在弹性层5中埋设有环状的硬质构件6。硬构件6是环状构件，并且布置在由上储存凹部和下容纳凹部包围的区域中。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2009299377A Survey hole-cum-hardener injection device, and method of surveying ground and injecting hardener for structure where survey hole-cum-hardener injection device is set 有权
标题翻译：调查孔加固器注射装置，以及检测地孔和注射硬化剂的方法，用于结构在其中设置调查孔硬化剂注射装置
公开(公告)号：JP2009299377A
公开(公告)日：2009-12-24
申请号：JP2008156361
申请日：2008-06-16
申请人： Tokyo Fabric Kogyo Kk , 東京ファブリック工業株式会社
发明人： KIMURA MASAAKI , MOTOYOSHI HIROYUKI
IPC分类号： E03F3/04 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a survey hole-cum-hardener injection device which can safety carry out hardener injection by detecting blowout of groundwater etc.
SOLUTION: The survey hole-cum-hardener injection device 1A has: a cylindrical body 10 which communicates between the ground 3 and a space 4; and a water cutoff device 11 which is set in the cylindrical body 10, for blocking the interior of the cylindrical body 10, and provided with a female member 28. The female member 28 has a communication hole 28a formed therein, for communicating between the ground 3 and the space 4, and a water cutoff valve arranged therein, for blocking the communication hole 28a. When a male member 38 pairing with the female member 28 of the water cutoff device 11 is connected to the female member, blocking of the communication hole 28a by the water cutoff valve is released.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以通过检测地下水等的井喷来安全地进行硬化剂注入的勘测孔加和注入装置。解决方案：勘测孔 - 硬化剂注入装置1A具有：在地面3和空间4之间连通的圆筒体10; 以及设置在圆筒体10中的用于阻挡圆筒体10的内部并设置有阴构件28的截水装置11.阴构件28具有形成在其中的连通孔28a，用于在地面之间连通 3和空间4，以及布置在其中的用于阻挡连通孔28a的截流阀。当与隔水装置11的阴构件28配对的阳构件38连接到阴构件时，释放由截流阀堵塞连通孔28a。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2008184867A Flexible steel sheet pile 有权
标题翻译：柔性钢板
公开(公告)号：JP2008184867A
公开(公告)日：2008-08-14
申请号：JP2007021436
申请日：2007-01-31
申请人： Tokyo Fabric Kogyo Kk , 東京ファブリック工業株式会社
发明人： KIMURA MASAAKI , MOTOYOSHI HIROYUKI , SAITO TAKAHIRO
IPC分类号： E02D5/08
摘要： PROBLEM TO BE SOLVED: To provide a segmentalized flexible steel sheet pile capable of absorbing large displacement of a hat-shaped steel sheet pile.
SOLUTION: A flexible member 7 including three bent parts 7b, 7c, 7d is arranged between segmentalized flexible steel sheet piles 2a and 2b of the hat-shaped steel sheet pile. The flexible member is fitted to inclined parts 4 of the segmentalized flexible steel sheet piles by the intermediary of joint members 8. The joint members restrain the bent parts of the flexible member from coming out by restraining ends 8c being a projecting part of the L-letter shape. A curvature of the central bent part 7c of the three bent parts of the flexible member is made to have the bent shape which is larger than that of the other bent parts so that large displacement in opening/contracting directions can be absorbed.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够吸收帽形钢板桩的大排量的节段化的柔性钢板桩。解决方案：包括三个弯曲部分7b，7c，7d的柔性构件7布置在帽状钢板桩的分段化柔性钢板桩2a和2b之间。柔性构件通过接合构件8的中间部分安装在节段化的柔性钢板桩的倾斜部分4上。接合构件通过约束端部8c来限制弹性构件的弯曲部分，字母形状。柔性构件的三个弯曲部分的中心弯曲部分7c的曲率被制成具有比其他弯曲部分的弯曲形状大的弯曲形状，从而可以吸收大的开/缩方向位移。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2007146472A Device to prevent bridge from dropping by resilient connection member 有权
标题翻译：防止桥梁受到连接连接部件的破坏的装置
公开(公告)号：JP2007146472A
公开(公告)日：2007-06-14
申请号：JP2005341935
申请日：2005-11-28
申请人： Eko Japan Kk , Tokyo Fabric Kogyo Kk , エコジャパン株式会社 , 東京ファブリック工業株式会社
发明人： KIMURA MASAAKI , KAJIMOTO YOKO , SAITO FUMIHIRO
IPC分类号： E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a device to prevent a bridge from dropping by resilient connection members which is used for a small-sized bridge, which can be easily mounted, and which can realize cost reduction.
SOLUTION: The device to prevent the bridge from dropping is mounted between one bridge girder 10 and the other bridge girder 11, which are supported by a bridge axis, or between the bridge girders supported by an abutment 20 and an abutment 20. Then the device to prevent the bridge from dropping is provided with resilient connection members 30 formed by an elastically deformable material in a plate-shaped deformable bending shape. At the time of occurrence of relative displacement between one bridge girder and the other bridge girder or between the abutment and the bridge girder, the resilient connection members are made possible to correspond with the relative displacement while maintaining connection conditions by the deformation of the bending shape and/or resilient deformation of the resilient material.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种装置，以防止桥接件被用于可容易地安装的小型桥梁的弹性连接构件掉落，并且可以实现成本降低。解决方案：用于防止桥落下的装置安装在由桥梁轴支撑的一个桥梁梁10和另一个桥梁梁11之间，或由支座20和基台20支撑的桥梁之间。然后，防止桥落下的装置设置有由可弹性变形的材料形成为板状可变形弯曲形状的弹性连接构件30。在一桥梁与另一桥梁或桥台与桥梁之间出现相对位移时，弹性连接构件能够与相对位移相对应，同时通过弯曲形状的变形保持连接条件和/或弹性材料的弹性变形。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2009030255A Divided support device for structure 审中-公开
标题翻译：分体式结构支持装置
公开(公告)号：JP2009030255A
公开(公告)日：2009-02-12
申请号：JP2007192789
申请日：2007-07-25
申请人： Tokyo Fabric Kogyo Kk , 東京ファブリック工業株式会社
发明人： KIMURA MASAAKI , KUMAGAI YOICHI , KUJI SHIGEKI
IPC分类号： E01D19/04 , E04B1/62 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a divided support device for a structure capable of supporting an upper structure to lower structures by divided rubber support bodies and maintaining the supporting performance over a long period of time without causing accumulation and plugging of sediment or the like in cavity parts of the divided rubber support bodies.
SOLUTION: The divided support device for the structure comprises an upper shoe 11 fixed to the upper structure 30 side; a lower shoe 12 fixed to the lower structure 20, 21 side; and divided rubber support bodies 15, 16-19 provided between the upper shoe and the lower shoe to support the upper structure to the lower structures, each divided rubber support body being divided in two or more displaceable following the relative displacement of the upper structure and lower structures. A cavity between the adjacent outer peripheral surfaces of the divided rubber support bodies is provided with a cover body 40 for covering the cavity to prevent intrusion of foreign matter without affecting the displacement when the divided rubber support bodies are displaced.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于能够通过分开的橡胶支撑体支撑上部结构以降低结构的结构的分开的支撑装置，并且在长时间内保持支撑性能而不会引起沉积物的积聚和堵塞，在分开的橡胶支撑体的空腔部分中。解决方案：用于结构的分割支撑装置包括固定到上部结构30侧的上部鞋11; 固定到下部结构20,21侧的下部鞋12; 以及设置在上鞋和下靴之间的分隔橡胶支撑体15,16-19，以将上部结构支撑到下部结构，每个分开的橡胶支撑体被分成两个或更多个可移位，随着上部结构的相对位移和较低的结构。在分开的橡胶支撑体的相邻的外周面之间的空腔设置有盖体40，用于覆盖空腔以防止异物侵入，而不会在分开的橡胶支撑体移位时影响位移。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2006125130A Sound insulating structure 审中-公开
标题翻译：声音绝缘结构
公开(公告)号：JP2006125130A
公开(公告)日：2006-05-18
申请号：JP2004317781
申请日：2004-11-01
申请人： Tokyo Fabric Kogyo Kk , 東京ファブリック工業株式会社
发明人： SHIMIZU SOICHIRO , KIMURA MASAAKI
IPC分类号： E01C11/02 , E01D1/00 , E01D19/06
摘要： PROBLEM TO BE SOLVED: To exhibit excellent sound insulation performance in a sound insulation structure installed below a joint expansion gap of a bridge such as a road bridge.
SOLUTION: A gel-like material 82 having excellent anti-freezing property is injected in a bag body 81 expandable and contractable in the bridge axial direction of the road bridge 1. Since the sound absorption efficiency of the gel-like material 82 injected in the bag body 81 is high, excellent sound insulation performance can be realized. Even if the joint expansion gap 4 is increased in winter, and even if the joint expansion gap 4 is decreased in summer, the bag body 81 is elongated and contracted in the axial direction of the bridge according to the change in joint expansion gap to maintain high sound insulation performance.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在安装在诸如道路桥的桥梁的接头膨胀间隙下方的隔音结构中表现出优异的隔音性能。解决方案：具有优异的抗冻性的凝胶状材料82被注入到在道路桥1的桥轴方向上可膨胀和收缩的袋体81中。由于凝胶状材料82的吸声效率注射在袋体81中的效果高，可以实现良好的隔音性能。即使关节膨胀间隙4在冬季增加，即使在夏季关节膨胀间隙4减小，袋体81也随着接头膨胀间隙的变化而沿桥的轴向伸长并收缩高隔音性能。版权所有（C）2006，JPO＆NCIPI

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