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1. 发明专利

JP2006045805A Excavation hole support structure, excavation hole support material and excavation hole support method 审中-公开
标题翻译：挖掘孔支撑结构，开挖孔支撑材料和开挖孔支撑方法
公开(公告)号：JP2006045805A
公开(公告)日：2006-02-16
申请号：JP2004225061
申请日：2004-08-02
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YAMAMOTO TAKUJI , KITAMOTO YUKIYOSHI , YOSHIKAWA TADASHI , OYAMA JUNICHI , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , HIROTSU JUNJI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide an excavation hole support structure, an excavation hole support material and an excavation hole support method, capable of stably supporting an inner surface of an excavation hole with a simple structure.
SOLUTION: A tunnel support structure 30 has a plurality of flexible tubes 10 arranged at an interval in the tunnel longitudinal direction, a tubular body 11 arranged in the tunnel longitudinal direction in a tunnel and respectively communicating with the plurality of tubes 10, and a fluid solidifying material filled in the plurality of tubes 10 and the tubular body 11. The plurality of tubes 10 are arranged in a ring shape in the tunnel peripheral direction, and are brought into close contact with a tunnel inner surface.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种挖掘孔支撑结构，挖掘孔支撑材料和挖掘孔支撑方法，能够以简单的结构稳定地支撑挖掘孔的内表面。解决方案：隧道支撑结构30具有在隧道纵向方向上间隔布置的多个柔性管10，管道主体11，其沿隧道纵向方向布置在通道中并分别与多个管10连通，以及填充在多个管10和管状体11中的流体凝固材料。多个管10沿隧道周向布置成环状，并与隧道内表面紧密接触。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2005232852A Cuttable member and method of producing the same 有权
标题翻译：可切割部件及其制造方法
公开(公告)号：JP2005232852A
公开(公告)日：2005-09-02
申请号：JP2004044469
申请日：2004-02-20
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , TSURUTA KOICHI , YOSHIDA KENTARO , SAKAI GORO , SHIMADA YOSHITO , YAGI ISABURO , SHIBATA KENICHI , AZUMA KATSUHIKO , ITOHISA SATOSHI , TSUJI KIYOMI
IPC分类号： E21D5/00 , B29C70/16
摘要： PROBLEM TO BE SOLVED: To provide a cuttable member which is efficiently cut and is simply handled and further is easily produced, and also to provide a method of producing the same.
SOLUTION: Reinforced resin sheets 2 made of short-fibers impregnated with a resin and reinforced resin sheets 3 made of long-fibers arranged in one direction which are impregnated with the resin are alternately laminated into a multilayer body. The reinforced resin sheets 2, 3 are wound around a plastic tube 7 in a roll shape into which a core material comprising battens is inserted, and then are inserted into a die 8. The plastic tube 7 is expanded by sealing vapor pressure into the plastic tube from an end 7a. The reinforced resin sheets 2, 3 are integrated through heat-treatment by the die 8 and the plastic tube 7.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可有效切割并简单处理并进一步容易制造的可切割构件，并且还提供一种制造方法。解决方案：将浸渍有树脂的短纤维制成的增强树脂片2和浸渍有树脂的沿一个方向布置的长纤维制成的增强树脂片3交替地层压成多层体。加强树脂片2,3卷绕在卷状的塑料管7上，其中插入包含板条的芯材，然后插入模具8.塑料管7通过将蒸气压密封成塑料管从端部7a。增强树脂片2,3通过模具8和塑料管7的热处理而一体化。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2005009113A Lining construction method for tunnel and construction device for lining tunnel used in it 有权
标题翻译：用于隧道内的隧道施工方法及其在其中使用的隧道施工装置
公开(公告)号：JP2005009113A
公开(公告)日：2005-01-13
申请号：JP2003172319
申请日：2003-06-17
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , KITAMOTO YUKIYOSHI , YAMAMOTO TAKUJI , TAJIMA SHINICHI , YAGI ISABURO , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a lining construction method for a tunnel for obtaining sufficient support performance of a tunnel pit wall by a cylindrical body filled with a solidifying material by moving the cylindrical body along the tunnel pit wall even when the cylindrical body having large dimensions in the direction of height is used and the diameters of natural ground of the tunnel are different.
SOLUTION: After arranging a central part of the cylindrical body 1 in the vicinity of an upper face part of the tunnel pit wall, the fluidity solidifying material is poured into the cylindrical body 1 and is solidified to support the tunnel pit wall by the cylindrical body 1 filled with the solidifying material.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供隧道的衬里施工方法，用于通过填充有固化材料的圆柱体获得隧道坑壁的足够的支撑性能，通过使圆柱体沿着隧道坑壁移动，即使当圆柱形使用在高度方向上具有大尺寸的主体，并且隧道的自然地面的直径不同。解决方案：在将圆筒体1的中心部分布置在隧道坑壁的上表面部分附近之后，将流化性固化材料注入圆筒体1中，并固化以支撑隧道坑壁圆柱体1填充有凝固材料。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2005009112A Lining construction method for tunnel and structure for covering tunnel used in it 有权
标题翻译：用于隧道和隧道结构的内衬施工方法
公开(公告)号：JP2005009112A
公开(公告)日：2005-01-13
申请号：JP2003172318
申请日：2003-06-17
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , KITAMOTO YUKIYOSHI , YAMAMOTO TAKUJI , TAJIMA SHINICHI , YAGI ISABURO , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a lining construction method for a tunnel for preventing a cylindrical body from hanging down by weight of a fluidity solidifying material even when using the cylindrical body having large dimension in the direction of height, moving the cylindrical body along a tunnel pit wall, and obtaining sufficient support performance of the tunnel pit wall by the cylindrical body filled with the solidifying material. SOLUTION: A support hose 2 having the same diameter as that of the cylindrical body 1 or slightly smaller diameter than that is attached along the longitudinal direction of the cylindrical body 1, and fluid is poured into the support hose 2 to arrange the cylindrical body 1 along horizontal cross section of the tunnel pit wall. Then, the fluidity solidifying material is poured into the cylindrical body 1 and is solidified to support the tunnel pit wall by the cylindrical body 1 filled with the solidifying material. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于防止圆柱体因流动性固化材料的重量而悬挂的隧道的衬里施工方法，即使使用在高度方向上具有大尺寸的圆柱体，移动圆柱形并且通过填充有凝固材料的圆柱体获得隧道坑壁的足够的支撑性能。解决方案：具有与圆筒体1直径相同直径或比圆柱体1纵向方向稍小的直径的支撑软管2，将流体倒入支承软管2中以将圆柱体1沿隧道坑壁的横截面。然后，将流动性固化材料倒入圆筒体1中，并通过填充有凝固材料的圆筒体1固化以支撑隧道坑壁。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2009102985A Tunnel lining method 有权
标题翻译：隧道线路方法
公开(公告)号：JP2009102985A
公开(公告)日：2009-05-14
申请号：JP2009030195
申请日：2009-02-12
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YAMAMOTO TAKUJI , KITAMOTO YUKIYOSHI , YOSHIKAWA TADASHI , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , NAKAMURA KEIICHI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnel lining technology for easily lining a tunnel and stably supporting the internal wall of the tunnel by preventing a tunnel bearing body serving as timbering arranged along the inner surface of the tunnel, from shifting in the longitudinal direction of the tunnel.
SOLUTION: In a tunnel lining process, band-shaped bag bodies 10 each with a predetermined length are first arranged along the inner surface of the tunnel T. The bag body 10 has a plurality of partition parts 31 formed parallel in the length direction of the bag body 10 by joining the back face parts and inner surface parts in the length direction, and a plurality of solidifying material injection parts 32 partitioned by the plurality of partition parts 31 and extended in the length direction. After injecting a fluid solidifying material 11 into the solidifying material injection parts 32, the back face parts of the bag body 10 are brought into close contact with the tunnel inner surface, and then the fluid solidifying material 11 in the solidifying material injection parts 32 is solidified.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种隧道衬砌技术，通过防止沿着隧道内表面布置的用作木材的隧道承载体，从而在隧道的内表面上移动，便于衬砌隧道并稳定地支撑隧道的内壁隧道纵向。解决方案：在隧道衬砌过程中，沿着隧道T的内表面首先布置具有预定长度的带状袋体10.袋体10具有多个平行于长度的分隔部31 通过将长度方向的背面部和内表面部分接合而形成袋体10的方向，以及由多个分隔部31隔开并沿长度方向延伸的多个固化材料注入部32。在固化材料注入部32中注入流体固化材料11后，使袋体10的背面部与隧道内表面紧密接触，然后固化材料注入部32中的流体固化材料11为凝固版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2007031980A Cuttable segment 有权
标题翻译：可切割部分
公开(公告)号：JP2007031980A
公开(公告)日：2007-02-08
申请号：JP2005213446
申请日：2005-07-22
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： SHIBATA KENICHI , AZUMA KATSUHIKO , ITOHISA SATOSHI , CHINO YOSHIAKI , YOSHIKAWA TADASHI , TSURUTA KOICHI , AIZAWA JUN , YOSHIDA KENTARO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a cuttable segment easily joined with various segments such as a steel segment and a ductile segment, and restraining complicatedness of a joining structure, while securing sufficient strength and excellent cutting performance.
SOLUTION: This cuttable segment 1a is formed of a fiber reinforced resin layer 15 formed by impregnating resin into first fiber being a long fiber material 17 arranged in one direction and second fiber arranged so as to be oriented in the different direction from the arranging direction of the first fiber; and is formed in a hollow cross-sectional shape out of the hardened fiber reinforced resin layer 15.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在确保足够的强度和优异的切割性能的同时，提供易于连接诸如钢段和延性段的各种段的可切割段，并且抑制接合结构的复杂性。解决方案：该可切割部分1a由通过将树脂浸渍到沿着一个方向布置的长纤维材料17的第一纤维形成的纤维增强树脂层15形成，并且第二纤维被布置成沿着与布置第一根纤维的方向; 并且从硬化纤维增强树脂层15中形成为中空的横截面形状。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2005256348A Method for lining tunnel, bag body for tunnel lining and its tunnel lining structure 有权
标题翻译：隧道施工方法，隧道内衬管体及其隧道内衬结构
公开(公告)号：JP2005256348A
公开(公告)日：2005-09-22
申请号：JP2004067559
申请日：2004-03-10
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YAMAMOTO TAKUJI , KITAMOTO YUKIYOSHI , YOSHIKAWA TADASHI , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , NAKAMURA KEIICHI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a lining technique for a tunnel capable of simply lining the tunnel, preventing a displacement in the longitudinal direction of the tunnel of a tunnel supporter as a timbering arranged along the internal surface of the tunnel and capable of stably supporting the interior wall of the tunnel.
SOLUTION: Band-shaped bag bodies 10 having a predetermined length are arranged along the internal surface of the tunnel T while a pressure fluid is injected into the bag bodies 10 and brought into close contact with the internal surface of the tunnel T. The pressure fluid is discharged from the bag bodies 10, maintaining the internal pressure of the bag bodies 10, and a fluid solidifying material 11 is injected into the bag bodies 10. The bag bodies 10, in which the solidifying material 11 is injected, are brought into close contact with surely on the internal surface of the tunnel T by solidifying the solidifying material 11 in the bag bodies 10, and the tunnel T is supported stably.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够简单地衬套隧道的隧道的衬砌技术，防止隧道支撑物的隧道的纵向方向上的位移作为沿隧道内表面布置的木材，并且具有稳定地支撑隧道内墙。解决方案：具有预定长度的带状袋体10沿着隧道T的内表面布置，同时将压力流体注入到袋体10中并与隧道T的内表面紧密接触。压力流体从袋体10排出，保持袋体10的内部压力，将流体固化材料11注入袋体10.其中注入固化材料11的袋体10为通过固化袋体10中的固化材料11，牢固地在隧道T的内表面上紧密接触，并且隧道T被稳定地支撑。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2007031979A Cuttable member and cuttable pile 有权
标题翻译：可切割的会员和可切割的皮带
公开(公告)号：JP2007031979A
公开(公告)日：2007-02-08
申请号：JP2005213445
申请日：2005-07-22
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： SHIBATA KENICHI , ITOHISA SATOSHI , ASO KOJI , KURATA MASAHIRO , YOSHIKAWA TADASHI , SHIMADA YOSHITO , TSURUTA KOICHI , ARAI TAKAHIRO
IPC分类号： E02D5/20 , E02D5/03 , E02D5/24 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a cuttable member superior in joining performance with H shape steel, and capable of restraining an increase in manhours, while securing sufficient strength and excellent cutting performance.
SOLUTION: This cuttable member 1 is formed of a fiber reinforced resin layer 12 formed by impregnating resin into first fiber being a long fiber material 26 arranged in one direction and second fiber arranged so as to be oriented in the different direction from the arranging direction of the first fiber; and is formed in an H-shaped cross section out of the hardened fiber reinforced resin layer 12.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种具有与H型钢接合性能优异的并且能够在确保足够的强度和优异的切割性能的同时抑制工时增加的可削减部件。解决方案：该可裁剪构件1由将树脂浸渍到第一纤维中形成的纤维增强树脂层12形成为沿一个方向布置的长纤维材料26，并且第二纤维被布置成沿着与第布置第一根纤维的方向; 并且从硬化纤维增强树脂层12中形成为H形横截面。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2005163309A Method for surface layer treatment of soft ground, and surface layer treatment bag body and surface layer treatment reinforcing material used for the same 有权
标题翻译：软土地表层处理方法及表面层处理袋体和表面层处理加固材料的方法
公开(公告)号：JP2005163309A
公开(公告)日：2005-06-23
申请号：JP2003401053
申请日：2003-12-01
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , KITAMOTO YUKIYOSHI , YOSHIDA TERU , TAJIMA SHINICHI , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , NAKAMURA KEIICHI
IPC分类号： E02D3/00 , D03D1/00 , D03D3/02
CPC分类号： B29C66/52251 , B29C65/54 , B29C66/112 , B29C66/1122 , B29C66/131 , B29C66/69 , B29C66/71 , B29C66/721 , B29L2028/00 , B29L2031/737 , B29C65/00 , B29K2067/00
摘要： PROBLEM TO BE SOLVED: To provide a method for surface layer treatment of the soft ground that can impart rigidity to a flexible planar reinforcing material with a comparatively simple rigid reinforcing body and easily lay the rigid reinforcing body on the soft ground at a low cost. SOLUTION: The planar reinforcing material 6 having flexibility is laid on the soft ground, and lattice-like bag bodies T formed of cylindrical woven fabric A, B are disposed on an upper face and/or a lower face of the planar reinforcing material 6. A solidifying fluid material is filled in the lattice-like bag bodies T to form the rigid reinforcing body. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于对柔性地面进行表面处理的方法，其可以用相对简单的刚性增强体赋予柔性平面增强材料刚性，并且可以在刚性增强体上将刚性增强体放置在软地面上低成本。解决方案：具有柔性的平面增强材料6铺设在软的地面上，由圆柱形织物A，B形成的格子状的袋体T设置在平面加强件的上表面和/或下表面上材料6.将凝固流体材料填充在格子状袋体T中以形成刚性增强体。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2011089276A Reinforcing structure and reinforcing method of bridge pier 有权
标题翻译：桥梁的加固结构和加固方法
公开(公告)号：JP2011089276A
公开(公告)日：2011-05-06
申请号：JP2009241991
申请日：2009-10-21
申请人： Kajima Corp , Railway Technical Res Inst , Tekken Constr Co Ltd , 財団法人鉄道総合技術研究所 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , TAIRA YOHEI , YOSHIKAWA TADASHI , KITAMOTO YUKIYOSHI , NAGATANI TATSUYA , SUGIMOTO ICHIRO , KOBAYASHI YUSUKE , MATSUOKA SHIGERU , KURISU MOTOAKI
IPC分类号： E01D22/00 , E01D2/02 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure and a reinforcing method of a bridge pier, which achieves excellent workability of construction work and reinforces the existing bridge pier certainly.
SOLUTION: In this reinforcing method, concrete 19a as first concrete is placed between the pair of webs 27 of a bridge girder, a plurality of holes are formed in the web 27, a steel material 13a as a first steel material is provided to sandwich in the concrete 19a between the pair of webs 27 and pass through the webs 27 and the concrete 19a, the steel material 13a is inserted into a sheath, the inside of the sheath is filled with grout while it is tightly stretched in substantially horizontal direction between both of the webs 27, and the steel product 13a (PC steel product) is fixed on the webs 27 on both sides through an anchor plate or the like. That is, a prestress force in the horizontal direction is applied on the concrete 19a, thereby generating a strong frictional force on a contact face with the webs 27.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种桥墩的加固结构和加固方法，确保了施工工作的良好可操作性，并加强了现有的桥墩。解决方案：在该增强方法中，作为第一混凝土的混凝土19a被放置在桥梁的一对腹板27之间，在腹板27中形成多个孔，提供作为第一钢材的钢材13a 在一对腹板27之间的混凝土19a中夹层并穿过腹板27和混凝土19a，将钢材13a插入护套中，在其内部充满水泥浆，同时将其紧紧地拉伸至基本水平两个腹板27和钢制品13a（PC钢制品）之间的方向通过锚板等固定在两侧的腹板27上。也就是说，水平方向的预应力施加在混凝土19a上，从而在与腹板27的接触面上产生强大的摩擦力。（C）2011，JPO＆INPIT

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