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71. 发明专利

JP2010095932A Water cut-off joint 有权
标题翻译：水切割接头
公开(公告)号：JP2010095932A
公开(公告)日：2010-04-30
申请号：JP2008268459
申请日：2008-10-17
申请人： Nihon Suido Consultants Co Ltd , Sapporo City , Shibata Ind Co Ltd , シバタ工業株式会社 , 札幌市 , 株式会社日水コン
发明人： SHIMIZU HIDEMASA , INOKO KEINOSUKE , TAKEUCHI MIKIO , OGURO AKIRA , HAYASHIKAWA TOSHIRO , ARIGA YOSHIAKI , NISHIMOTO YASUSHI , ONODA TADAHIRO
IPC分类号： E02D29/16 , E02D29/045 , E03F3/04 , E21D11/04 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a water cut-off joint which is fixed by burying it into an underground structure and capable of preventing its sealing performance from being reduced even if a tensile force is generated in this water cut-off joint. SOLUTION: This water cut-off joint is composed of a joint material 7 formed on the outside of a joint part 5 between box culverts 2a and 2b and having flowability and extending and contracting properties and a belt-like water cut-off joint 1 having watertightness and extending and contracting properties and provided on the inside of the joint 5 for the joint material 7. This water cut-off joint 1 includes a first sheet body 11 positioned on a joint material 7 side in a central part 10 of the joint and a second sheet body 12 positioned on the inside of the first sheet body 11 and having a flexible part 29 in the direction of its width. Lateral strain of a pair of sheet-like joint blade parts 14 formed to extend from both sides in the direction of width of the central part 10 of the joint and buried in each of the box culverts 2a, 2b is set to be smaller than the lateral strain of all the synthetic rubber on the assumption that the tensile force to be generated is the same. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过将其埋入地下结构而固定的防水接头，并且即使在该截水接头中产生张力也能够防止其密封性能降低。解决方案：该截水接头由形成在盒式涵洞2a和2b之间的接合部分5的外侧上并具有流动性和延伸和收缩性能的接头材料7和带状水截止接头1具有水密性和伸缩性，并且设置在用于接头材料7的接头5的内侧。该切断接头1包括：第一板体11，其位于中心部分10的接头材料7侧所述接头和位于所述第一片体11的内部并且在其宽度方向上具有柔性部分29的第二片体12。一对片状接合叶片部14的横向应变，形成为从接合部的中央部10的宽度方向的两侧延伸并埋设在每个盒式涵洞2a，2b中，被设定为小于所有合成橡胶的横向应变假定要产生的张力相同。版权所有（C）2010，JPO＆INPIT

72. 发明专利

JP2009180035A Method of connecting caisson 有权
标题翻译：连接CAISSON的方法
公开(公告)号：JP2009180035A
公开(公告)日：2009-08-13
申请号：JP2008021616
申请日：2008-01-31
申请人： Daiho Constr Co Ltd , 大豊建設株式会社
发明人： KASHIMA YUTAKA , KOZUKI NAOAKI , KONDO NORIO , HASEGAWA HARUO
IPC分类号： E02D23/04 , E02D29/16
摘要： PROBLEM TO BE SOLVED: To provide a method of connecting a caisson capable of connecting caissons to be connected with high water cut-off property and a soil retaining property without requiring a soil improvement and an extensive support.
SOLUTION: A shaft 24 is formed at the connection part 17 of the gable end walls 5, 6 of the caissons 1, 2 to be connected. A concrete wall body 28 formed by integrating tightening members 21, 22 attached near the connection part 17 of the gable end walls 5, 6, a reinforcement member 25 inserted into the shaft 24, and a concrete 27 is constructed in the shaft 24. An earth in the district surrounded by the side walls 3', 4' of the caissons 1, 2 and the concrete wall bodies 28, 28 is excavated, and the side walls 3', 4' are removed. A concrete 32 is deposited in the gap between the gable end walls 5, 6 to connect both caissons 1, 2 to each other.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种将要连接的沉箱连接到具有高截水性和保水性的沉箱的方法，而不需要土壤改良和广泛的支撑。解决方案：轴24形成在要连接的沉箱1,2的山形端壁5,6的连接部分17处。通过将安装在山形端壁5,6的连接部17附近的紧固件21,22，插入轴24中的加强构件25和混凝土27的一体形成的混凝土壁体28构造在轴24中。在由沉箱1,2的侧壁3'，4'和混凝土墙体28,28围绕的区域中的地面被挖出，并且侧壁3'，4'被移除。混凝土32沉积在山墙端壁5,6之间的间隙中，以将沉箱1,2彼此连接。版权所有（C）2009，JPO＆INPIT

73. 发明专利

JP2006090100A Cut-off structure and underground structure equipped with the same 有权
标题翻译：切割结构和与此相同的地下结构
公开(公告)号：JP2006090100A
公开(公告)日：2006-04-06
申请号：JP2004280663
申请日：2004-09-27
申请人： Taisei Corp , 大成建設株式会社
发明人： SHIMOMURA TAIZO
IPC分类号： E02D31/02 , E02D29/16 , E21D11/38 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a cut-off structure capable of following distortion of both structures resulted from an execution error in the case one structure is constructed by connecting a plurality of structures arranged in parallel, and an underground structure equipped with the same.
SOLUTION: The cut-off structure J1 consisting of one water sealing plate insertion groove 11 formed in the side of a tunnel T1 constructed in advance, the other water sealing plate insertion groove 11 formed in a position opposed to the water sealing plate insertion groove 11 of the tunnel T1 formed in the side of a tunnel T2 adjacent to the tunnel T1 and a water sealing plate 20 having a deformation section placed across both water sealing plate insertion grooves 11 and 11 is provided.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种截断结构，其能够在通过连接平行布置的多个结构构造一个结构的情况下由于执行错误而导致两个结构的变形，以及配备有一样。解决方案：由形成在预先构造的隧道T1侧的一个水封板插入槽11构成的截止结构J1，形成在与水封板相对的位置的另一个水封板插入槽11 形成在与隧道T1相邻的隧道T2的侧面的隧道T1的插入槽11和设置有横跨两个水封板插入槽11和11的变形部分的水封板20。版权所有（C）2006，JPO＆NCIPI

74. 发明专利

JP2006063779A Structural material and its joint structure 审中-公开
标题翻译：结构材料及其接头结构
公开(公告)号：JP2006063779A
公开(公告)日：2006-03-09
申请号：JP2004278449
申请日：2004-08-26
申请人： Takeshige Shimonohara , 武茂下ノ原
发明人： SHIMONOHARA TAKESHIGE
IPC分类号： E02D29/02 , E01D21/00 , E02D29/045 , E02D29/16 , E04B1/16 , E04C3/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide various kind of economical structures corresponding to land forms by making columns and beams constituting the structure hollow and forming uneven inner faces as required, locking assembled plates constituting the structure with locking means, and filling curable filler therein to form a joint structure which achieves firm joint and sufficient adaptability to outer force with structural materials to be disassembled from assembled plates to allow the formation of materials in various shapes and sizes.
SOLUTION: In the joint structure, a columnar structural material 1 for a retaining wall is fitted from the opening of a hollow portion 11 of the structural material into a reinforcing material 6 for a reinforcement erected from a bottom panel, a structural material side locking material is connected to a connection portion of a locking connection uneven portion 13 of the structural material, and then an assembled plate side locking material for the assembled plate 2 is locked to the locking material with a locking means to form a framework structure whose hollow portion is filled with the curable filler.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过根据需要使构成结构的立柱和梁中空并形成不均匀的内表面来提供对应于陆地形状的各种经济结构，用锁定装置锁定构成结构的组装板，并填充固化填料在其中形成接合结构，其实现牢固的接合和足够的外力适应性，结构材料将从组装的板拆卸，以形成各种形状和尺寸的材料。解决方案：在接头结构中，用于挡土墙的柱状结构材料1从结构材料的中空部分11的开口装配到用于从底板竖立的加强件的加强材料6中，结构材料侧锁定材料连接到结构材料的锁定连接不平坦部分13的连接部分，然后组装板2的组装板侧锁定材料用锁定装置锁定到锁定材料上，以形成框架结构，空心部分填充有可固化填料。版权所有（C）2006，JPO＆NCIPI

75. 发明专利

JP2005036409A Underground structure 有权
标题翻译：地下结构
公开(公告)号：JP2005036409A
公开(公告)日：2005-02-10
申请号：JP2003197353
申请日：2003-07-15
申请人： Oiles Ind Co Ltd , Okumura Corp , オイレス工業株式会社 , 株式会社奥村組
发明人： TAKEUCHI MIKIO , KURIMOTO MASAHIRO , NAKAMURA TOSHIHARU , KAWAHARA SOICHIRO
IPC分类号： E02D27/34 , E02D29/12 , E02D29/16 , E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide an underground structure such as a manhole, wherein a drain pipe is connected to each of upper and lower structures, which prevents destruction by making a joint between the upper and lower structures structurally flexible so as to absorb an earthquake ground motion, and which prevents water from being leaked into ground from the inside through the joint.
SOLUTION: Many sliding bearings 6 are circumferentially interposed between vertically opposed joint surfaces of the upper and lower structures 1 and 2 at regular intervals; the lower structure 1 is slidably installed on the bearing ground via a sheet member 9 whose top surface is formed as a smooth surface; ground fluctuations are absorbed by the sliding bearings 6 and the sheet member 9 on the occurrence of earthquakes, so that fluctuations of the upper and lower structures 1 and 2 can be brought about depending on the ground fluctuations, and so that the destruction of the upper and lower structures 1 and 2 and the drain pipe can be prevented; and a double cut-off function is exerted on an outer peripheral surface of the joint between the upper and lower structures 1 and 2 by a strip-shaped rubber plate 8a and a semipermeable outer peripheral cut-off layer 8b such as an asphalt emulsion, which covers an outer peripheral surface of the rubber plate 8a.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供诸如人孔的地下结构，其中排水管连接到上部和下部结构中的每一个，其通过使上部和下部结构之间的接头在结构上具有柔性来防止破坏，从而吸收地震地面运动，防止水从内部通过接头泄漏到地下。解决方案：许多滑动轴承6以规则的间隔周向插入在上下结构1和2的垂直相对的接合表面之间; 下部结构体1经由其顶面形成为平滑表面的片状构件9可滑动地安装在轴承接地上; 在发生地震时，地面波动被滑动轴承6和薄片构件9吸收，从而可以根据地面波动而产生上下结构1,2的波动，从而破坏上部并且可以防止下部结构1和2以及排水管; 并且通过条状橡胶板8a和诸如沥青乳液的半透性外周截止层8b在上下结构体1,2的接合部的外周面上施加双重切断功能，覆盖橡胶板8a的外周面。版权所有（C）2005，JPO＆NCIPI

76. 发明专利

JP3618392B2 Seal method of concrete structures using a chemical solution injection hose and the hose 失效
公开(公告)号：JP3618392B2
公开(公告)日：2005-02-09
申请号：JP8253995
申请日：1995-04-07
申请人：化成工業株式会社 , 日本ゼニスパイプ株式会社
发明人：昌紀塩見 , 敏明小橋 , 邦男田中
IPC分类号： E02D29/16 , E04B1/68 , E04G21/02

77. 发明专利

JP2004285801A Water cut off joining method and structure between members 有权
公开(公告)号：JP2004285801A
公开(公告)日：2004-10-14
申请号：JP2003082449
申请日：2003-03-25
申请人： C I Kasei Co Ltd , Kumagai Gumi Co Ltd , シーアイ化成株式会社 , 株式会社熊谷組
发明人： FUJIKI KOICHI , SHINTANI TAKESHI , HIRANOUCHI TERUHIKO , SHINO KOJI , MASUDA YUICHI
IPC分类号： E02D29/16 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To surely perform water cut off joining between members even in the case that an mutual interval between the members arranged oppositely is wide.
SOLUTION: The water cut off joining method between the members bring a first water swelling rubber 4 into contact with an opposite face 3 of a preceding unit 2, bring a second water swelling rubber 9 into contact with an opposite face 8 of a subsequent unit 7, arranges a bag body 6 between the first water swelling rubber and the second water swelling rubber, and bring an outer periphery 6a of the bag body into contact with the first water swelling rubber and the second water swelling rubber by filling the inside of the bag body 6 with mortar 10 or the like. The water sealing joining method imparts pressure on contact faces 46 and 96 of the outer periphery of the bag body, the first water swelling rubber and the second water swelling rubber, a contact face 42 of the opposite face of the preceding unit and the swelling rubber and a contact face 97 of the opposite face of the subsequent unit and the second water swelling rubber, and seals and joins between the opposite face of one member and the opposite face of the other member by expanding the first water swelling rubber and the second water swelling rubber in this state.
COPYRIGHT: (C)2005,JPO&NCIPI

78. 发明专利

JP3089588B2 失效
公开(公告)号：JP3089588B2
公开(公告)日：2000-09-18
申请号：JP3543492
申请日：1992-02-21
IPC分类号： E02B3/16 , E02D29/16 , E03F3/04 , E04B1/684

79. 发明专利

JP3009225B2 失效
公开(公告)号：JP3009225B2
公开(公告)日：2000-02-14
申请号：JP50280296
申请日：1995-06-23
IPC分类号： E02D29/16 , E04B1/68 , E04B1/682 , E04B1/62

80. 发明专利

JPH09302678A CONNECTION STRUCTURE FOR PRECAST FOUNDATION 失效
公开(公告)号：JPH09302678A
公开(公告)日：1997-11-25
申请号：JP11874196
申请日：1996-05-14
申请人： TAKUEI KK
发明人： TABUCHI KATSUUMI
IPC分类号： E02D27/01 , E02D29/16
摘要： PROBLEM TO BE SOLVED: To provide a connection structure in which a precast foundation can be connected by simple work to compose a continuous footing of a building for a house, etc. SOLUTION: A pair of male side connection metals 6-1, 6-2 are fixed to an end surface 3 of a precast foundation 1 for a T-joint at an upper and a lower part. Female side connection metals 8-1, 8-2 are fixed to an end surface 7 of a precast foundation 2 for a beam to be connected here. In the male side connection metals 6-1, 6-2, junction surfaces are formed, and in the female side connection metals 8-1, 8-2, junction surfaces which can be combined with above junction surfaces from over are formed. By combining the female side connection metals 8-1, 8-2 from over the male side connection metals 6-1, 6-2, both junction surfaces are combined with each other, and a connection condition which cannot be released in the foundation length direction is automatically formed. After this, concrete is placed to a connection part 9, so both precast foundations 1, 2 are integrated with each other. By thus dropping the precast foundation 2 from over, it can be easily connected to the side of the precast foundation 1. Precast foundation connection work can thus be easily performed.

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