专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2007321452A Construction method for bridge and bridge structure thereof 有权
标题翻译：桥梁和桥梁结构的施工方法
公开(公告)号：JP2007321452A
公开(公告)日：2007-12-13
申请号：JP2006153219
申请日：2006-06-01
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： TATSUOKA FUMIO , TATEYAMA MASARU , WATANABE KENJI
IPC分类号： E01D21/00 , E01D1/00 , E01D19/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a bridge which has a robust strength and withstands earthquake and the bridge structure thereof.
SOLUTION: In the construction method for a bridge, geotextile 2 and sandbags 3 are used according to a procedure of a reinforced soil wall construction method for constructing a reinforcing banking 4. When a support ground 1 is soft, a foundation such as a foundation pile 5 or the like is constructed after a ground sinkage by banking up of the reinforcing banking 4 is settled, and at the same time the geotextile 2 and the sandbags 3 are used for constructing the reinforcing banking 4 at the opposing side. When the support ground 1 is soft, the foundation such as the foundation pile 5 or the like is constructed after the ground sinkage by banking up of the reinforcing banking 4 is setteled, the wall faces 6 of the reinforcing banking 4 facing to each other and a beam part of a bridge girder 7 are integrated, and then reinforced concrete for a rigid frame bridge part 8 is placed.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有坚固强度并承受地震的桥梁及其桥梁结构的施工方法。
解决方案：在桥梁施工方法中，土工布2和沙袋3按照加固土墙施工方法的程序使用，用于构建加固板4.当支撑地面1较软时，在通过堆积加固银行业务4的地下沉积物之后构建基础桩5等，并且同时将土工织物2和沙袋3用于在相对侧上构建加强板4。当支撑地面1较软时，在通过堆积加固银行业务4的地面沉降后，构建基础桩5等基础，加固金融业4的墙面6彼此面对，桥梁梁7的梁部分被一体化，然后放置用于刚性框架桥部分8的钢筋混凝土。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2009256938A Rebuilding method for existing bridge 有权
标题翻译：现有桥梁的重建方法
公开(公告)号：JP2009256938A
公开(公告)日：2009-11-05
申请号：JP2008105812
申请日：2008-04-15
申请人： Integrated Geotechnology Institute Ltd , Kajima Corp , Railway Technical Res Inst , 株式会社複合技術研究所 , 財団法人鉄道総合技術研究所 , 鹿島建設株式会社
发明人： TATEYAMA MASARU , TATSUOKA FUMIO , TAMURA YUKIHIKO , YOSHIKAWA TADASHI , KITAMOTO YUKIYOSHI
IPC分类号： E01D2/00 , E01D1/00 , E01D19/02 , E01D22/00 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a rebuilding method for an aging bridge for rebuilding and reinforcing an aging bridge in a retained state on condition that a railroad line is in operation (or a road is used), without the construction of a temporary track or reconstruction. SOLUTION: In this rebuilding method for the aging bridge, a form is installed for the placing of concrete on condition that the medium-scale or small-scale bridge for use in the railroad, and the road can be rebuilt even if it is retained and used as the railroad and the road as-is; and thus, two opposed abutments 4 and a main girder 7 are connected together so that the bridge is rebuilt into an integral rigid-frame bridge. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种老化桥梁的重建方法，用于在铁路线路运行（或使用道路）的条件下，在保留状态下重建和加固老化桥梁，而不构造临时轨道或重建。
解决方案：在老化桥的这种重建方法中，安装一种用于放置混凝土的形式，条件是在铁路中使用的中型或小型桥梁，即使是在道路上也可以重建被保留并用作铁路和道路; 因此，两个相对的邻接件4和主梁7连接在一起，使得桥被重建成一体的刚性框架桥。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2005113467A Method of constructing reinforced soil abutment and pier, and structures of the same 审中-公开
标题翻译：施工强化土壤夯实和其结构的方法
公开(公告)号：JP2005113467A
公开(公告)日：2005-04-28
申请号：JP2003347702
申请日：2003-10-07
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： TATEYAMA MASARU , WATANABE KENJI , TATSUOKA FUMIO , UCHIMURA TARO
IPC分类号： E02D17/18 , E01D19/02 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a reinforced soil abutment and a pier, which facilitates maintenance of a bridge, simplifies the structure of an anchorage portion, and contributes to cost reduction, and to provide structures of the reinforced soil abutment and the pier.
SOLUTION: According to the method of constructing the reinforced soil abutment and the pier, (a) a finished thickness of each layer of gravelly soil (cement stabilized soil) 2 such as size-regulated debris mixed with cement is set to 50 to 15 cm, and each layer is rolled such that a compaction degree is set to 90 % or more, (b) followed by arranging a tensile reinforcing member 3 on each finished surface. Then (c) the steps of (a) and (b) are repeatedly carried out until the layers are piled up to a predetermined height, to thereby construct a reinforced mound body. Further (d) a small abutment 6 is set on an upper portion of the piled-up reinforced mound body, for mounting thereon a bridge girder 7, and then (e) cast-in-place concrete wall works 5 are set on an open surface of the reinforced mound body.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种构造增强的土壤基台和码头的方法，其有助于桥梁的维护，简化了锚固部分的结构，并且有助于降低成本，并且提供增强的结构土墩和码头。
解决方案：根据建设加固土路基座和码头的方法，（a）每层砾石土（水泥稳定土）2的成品厚度，如与水泥混合的尺寸调节碎屑，设定为50 至15cm，并且将各层卷成压缩度设定为90％以上，（b），然后在每个成品表面上设置拉伸加强件3。然后（c）重复进行（a）和（b）的步骤，直到层堆积到预定高度，从而构成加固的土堆体。此外，（d）在堆叠加固的土堆体的上部设置小的基台6，以便在其上安装桥梁7，然后（e）将现浇混凝土墙体5设置在敞开加固墩体的表面。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2005120773A Banking structure applied with vertical compression force by tendon and its construction method 有权
标题翻译：采用TENDON及其施工方法的垂直压缩力的银行结构
公开(公告)号：JP2005120773A
公开(公告)日：2005-05-12
申请号：JP2003358916
申请日：2003-10-20
申请人： Railway Technical Res Inst , Univ Of Tokyo , 国立大学法人東京大学 , 財団法人鉄道総合技術研究所
发明人： UCHIMURA TARO , TATSUOKA FUMIO , TATEYAMA MASARU , WATANABE KENJI
IPC分类号： E02D3/02 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a banking structure on which vertical compression force is applied by a tendon and its construction method for saving time and labor for maintenance, simplifying a configuration of a fixation part, and reducing cost.
SOLUTION: This banking structure is provided with a lower part horizontal load-bearing plate 2, a reinforcing banking body 3, an upper part horizontal load-bearing plate 5, a member 6 arranged on the upper part horizontal load-bearing plate 5 and having a fulcrum 7, a vertical tendon 9, a member 8 which is provided on the member having the fulcrum and becomes a lever, a fixing tool 10 fixing the vertical tendon 9 in one end part of the member 8 which becomes the lever, and a load adding means for adding fixed tensile load to the vertical tendon 9 acting in the other end part of the member 8 forming the leverage stock.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过腱施加纵向压缩力的银行结构及其施工方法，以节省维护的时间和劳动力，简化了固定部件的构造，并降低了成本。解决方案：该银行结构设置有下部水平承重板2，加强板块体3，上部水平承重板5，设置在上部水平承重板上的部件6 如图5所示，具有支点7，垂直腱9，设置在具有支点并成为杠杆的构件上的构件8，固定工具10，其将垂直腱9固定在构件8的一端部，该端部成为杆以及用于向构成所述杠杆原料的构件8的另一端部中的垂直腱9添加固定拉伸载荷的载荷添加装置。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2012144938A Banking-reinforcing soil wall construction method using integral wall surface construction with high rigidity 审中-公开
标题翻译：使用高刚度的整体墙面施工的银行加固土墙施工方法
公开(公告)号：JP2012144938A
公开(公告)日：2012-08-02
申请号：JP2011005517
申请日：2011-01-14
申请人： Integrated Geotechnology Institute Ltd , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社複合技術研究所
发明人： TATEYAMA MASARU , TATSUOKA FUMIO , TAMURA YUKIHIKO , OKAMOTO MASAHIRO
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a banking-reinforcing soil wall construction method using an integral wall surface construction with high rigidity, which firmly couples concrete and a grid material together, and a method for coupling the wall surface construction with a reinforcement material for use in the same.SOLUTION: In the banking-reinforcing soil wall construction method using the integral wall surface construction with the high rigidity, a sandbag 2 for use in a primary wall surface of reinforced banking is wound with a reinforcement material 1. A binding wire 6 is provided as coupling means for coupling a reinforcement hole 1A of the reinforcement material 1, where the sandbags 2 are to be stacked, with a backside reinforcement 5 provided for a concrete wall 3 placed on the sandbags 2.
摘要翻译：要解决的问题：提供一种使用具有高刚性的整体壁表面结构的银行加固土墙施工方法，其将混凝土和网格材料牢固地结合在一起，以及将壁表面结构与钢筋连接的方法材料在同一个使用。解决方案：在采用高刚性的一体式墙面结构的银行加固土墙施工方法中，用加强料板1的主壁面使用的沙袋2用钢筋1缠绕。捆扎线6 被设置为联接装置，用于联接加强材料1的加强孔1A，其中沙袋2将被堆叠，并且设置有设置在沙袋2上的混凝土墙3的背侧加强件5.版权所有（C））2012，JPO＆INPIT

6. 发明专利

JP2013241745A Method of constructing earthquake-resistant tide embankment according to embankment reinforced earth 审中-公开
标题翻译：建筑施工强化地震抗震潮流施工方法
公开(公告)号：JP2013241745A
公开(公告)日：2013-12-05
申请号：JP2012114323
申请日：2012-05-18
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Integrated Geotechnology Institute Ltd , 株式会社複合技術研究所
发明人： TATEYAMA MASARU , KANDA MASAYUKI , KOJIMA KENICHI , TATSUOKA FUMIO , OKAMOTO MASAHIRO , TAMURA YUKIHIKO
IPC分类号： E02B3/06 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing an earthquake-resistant tide embankment according to embankment reinforced earth in which rigidity is improved by integrating a dam body embankment with three-sided concrete constructions of front slope coating, top end coating and rear slope coating with recurved parapet.SOLUTION: In a method of constructing a tide embankment according to earthquake-resistant embankment reinforced earth, an earthquake-resistant tide embankment is constructed according to embankment reinforced earth in which rigidity is improved by connecting with a tension reinforcing member laid within a dam body embankment 2, and by depositing and integrating three-sided concrete constructions 4, 5, 6 of front slope coating 4, top end coating 4 and rear slope coating 6 with recurved parapet 3 by installing concrete without using rear mold frames.
摘要翻译：要解决的问题：提供一种根据路基加筋土构造抗震潮堤的方法，通过将坝体路堤与前坡涂层，顶端涂层和后坡三面混凝土结构相结合，提高刚度，涂层带有弯曲的栏杆。解决方案：在一种根据抗震路堤加筋土构造潮汐堤的方法中，根据路基加筋土构造了抗震潮堤，其中通过与布置的张力加强构件连接来提高刚度在坝体路堤2内，并通过在不使用后模架的情况下安装混凝土沉积和整合前斜面涂层4，顶端涂层4和后坡涂层6的三面混凝土结构4,5和6，并具有弯曲的栏杆3。

7. 发明专利

JP2012144937A Banking-reinforcing soil wall construction method and temporary holding material for banking-reinforcing soil wall for use in the same 有权
标题翻译：银行加固土墙施工方法和临时储存材料用于银行加固土墙使用
公开(公告)号：JP2012144937A
公开(公告)日：2012-08-02
申请号：JP2011005516
申请日：2011-01-14
申请人： Integrated Geotechnology Institute Ltd , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社複合技術研究所
发明人： TATEYAMA MASARU , TATSUOKA FUMIO , TAMURA YUKIHIKO , OKAMOTO MASAHIRO
IPC分类号： E02D17/18 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a banking-reinforcing soil wall construction method that facilitates the setting of a set-back position in construction of a temporary holding material and that can reduce the input of crushing stones, and the temporary holding material for a banking-reinforcing soil wall for use in the banking-reinforcing soil wall construction method.SOLUTION: In a banking-reinforcing soil wall construction method, multiple form-stabilized long sandbags 4 made from geosynthetics precedently sewn into a three-dimensional structure are attached into an auxiliary frame 3 and disposed in a primary wall surface construction position, and filling crushed stones 5 are infilled into the multiple form-stabilized long sandbags 4 and rolled. Subsequently, the auxiliary frame 3 is detached for formation of a temporary holding material for a banking-reinforcing soil wall, and the plurality of temporary holding materials for the banking-reinforcing soil wall are continuously formed for construction of a continuous primary wall surface.
摘要翻译：要解决的问题：提供一种有助于在临时保持材料的构造中设置回退位置并且可以减少破碎石头的输入的临时保持材料的银行加固土壤墙施工方法用于银行加固土墙施工方法的银行加固土墙。解决方案：在银行加固土墙施工方法中，将先前缝制成三维结构的土工合成材料制成的多种形式稳定的长沙袋4安装在辅助框架3中，并设置在主壁面施工位置，并将填充碎石5填充到多个形式稳定的长沙袋4中并滚动。随后，分离辅助框架3以形成用于银行加强土墙的临时保持材料，并且连续地形成用于建立连续主壁表面的多个用于银行加强土墙的临时保持材料。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2014177777A Tree planting method of earthquake resistant tide embankment banking slope face 有权
标题翻译：地震防护堤坝施工方法
公开(公告)号：JP2014177777A
公开(公告)日：2014-09-25
申请号：JP2013051128
申请日：2013-03-14
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Integrated Geotechnology Institute Ltd , 株式会社複合技術研究所 , Tokyu Construction Co Ltd , 東急建設株式会社
发明人： TATEYAMA MASARU , KOJIMA KENICHI , TATSUOKA FUMIO , OKAMOTO MASAHIRO , TAMURA YUKIHIKO , ENDO OSAMU , GOTO MASAJI , FUKUDA ATSUSHI
IPC分类号： E02B3/04
摘要： PROBLEM TO BE SOLVED: To provide a tree planting method of an earthquake resistant tide embankment banking slope face, strong against anaseism, and also securing tidal wave resistance and earthquake resistance capable of making uplift pressure (negative pressure) nonactive or capable of reducing the uplift pressure even when a tidal wave overflows on a tide embankment.SOLUTION: The tree planting method of covering work of the earthquake resistant tide embankment banking slope face, is provided for securing tidal wave resistance and the earthquake resistance for tree-planting on porous concrete, by using the porous concrete excellent in water permeability-air permeability for concrete of the covering work on the overflow side of the tide embankment for enhancing the earthquake resistance and making the uplift pressure (the negative pressure) generated when the tidal wave overflows nonactive, by integrating the covering work and dam body banking by a reinforcement body of geosynthetics.
摘要翻译：要解决的问题：提供抗震潮堤堤岸坡面植树方法，抗老化强度，并且可以确保抗潮压和抗震能力，使得升压压力（负压）无效或能够降低隆起即使潮汐潮汐潮汐潮汐潮湿，也可以施加压力。解决方案：提供抗震堤堤堤坡面工作的植树方法，用于确保多孔混凝土上的潮汐阻力和抗震性，通过使用潮汐路堤溢流侧的覆盖作业的混凝土的透水性 - 透气性优异的多孔混凝土，以提高耐震性，并使潮汐波无效时产生的隆起压力（负压）由通过土工合成材料的加固体整合覆盖工程和坝体库。

9. 发明专利

JP2014091915A Method for constructing tide embankment by fill reinforced earth method using honeycomb structure and planar reinforcement 有权
标题翻译：使用蜂窝结构和平面加固的薄膜加固方法构造潮汐施工方法
公开(公告)号：JP2014091915A
公开(公告)日：2014-05-19
申请号：JP2012241134
申请日：2012-10-31
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , National Agriculture & Food Research Organization , 独立行政法人農業・食品産業技術総合研究機構 , Integrated Geotechnology Institute Ltd , 株式会社複合技術研究所
发明人： TATEYAMA MASARU , KANDA MASAYUKI , KOJIMA KENICHI , MORI SHIGEYUKI , MATSUSHIMA KENICHI , TATSUOKA FUMIO , OKAMOTO MASAHIRO , TAMURA YUKIHIKO
IPC分类号： E02B3/10 , E02D17/18 , E02D17/20
CPC分类号： Y02A10/13
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a tide embankment by a fill reinforced earth method using a honeycomb structure and a planar reinforcement which uses a geosynthetic reinforced earth retaining wall having a rigid integrated wall for an upstream-side front slope cover of tsunami protection facilities (tide embankments, sea embankments, river embankments near river mouths, and the like), and uses a planar reinforcement and a cell structure comprising continuous honeycomb structures.SOLUTION: In a method for constructing a tide embankment by a fill reinforced earth method using a honeycomb structure and a planar reinforcement, bank fill 14 constructed on a foundation ground 10 and three-surface concrete 11, 15, 12 comprising a front slope cover 11 having a recurved parapet, a top surface cover 15, and a rear slope cover 12 are provide, a concrete reinforced earth retaining wall having a rigid integrated wall is constructed on the front slope cover 11 on the upstream side, and tier stand type geosynthetic reinforced fill comprising a geocell structure of continuous honeycomb structures is constructed on the rear slope cover 12 on the downstream side.
摘要翻译：要解决的问题：提供一种通过使用蜂窝结构的填充增强土方法和平面加强件来构造潮汐堤坝的方法，该平面加强件使用具有用于上游侧前倾斜盖的刚性一体化壁的土工合成增强土挡土墙海啸保护设施（潮汐堤防，海堤，河口附近的河堤等），并采用平面加强筋和包括连续蜂窝结构的细胞结构。解决方案：在填筑加筋土壤中构建潮汐堤坝的方法使用蜂窝结构和平面加强件的方法，在基础地面10和三面混凝土11,15,12上构造的堤岸填充物14，包括具有弯曲的护栏的前斜面盖11，顶表面覆盖物15和后坡度盖12设置在具有刚性一体化壁的混凝土加固土挡土墙上，在上坡上的前坡盖11上构成在下游侧的后倾斜盖12上构造包括连续蜂窝结构的土工格栅结构的层叠式土工合成加固填料。

10. 发明专利

JP2001220701A PRESTRESSED BALLAST TRACK STRUCTURE 失效
公开(公告)号：JP2001220701A
公开(公告)日：2001-08-17
申请号：JP2000031371
申请日：2000-02-09
申请人： RAILWAY TECHNICAL RES INST
发明人： MOMOTANI YOSHITSUGU , MURAMOTO KATSUMI , TATEYAMA MASARU , TATSUOKA FUMIO
IPC分类号： E01B1/00
摘要： PROBLEM TO BE SOLVED: To provide a prestressed ballast track structure capable of preventing settlement of a track bed from proceeding, restraining deviation of a track, and effecting labor-saving for maintenance. SOLUTION: This prestressed ballast track structure is provided with a sleeper 3 and a prestressed rod 6 fixed to a roadbed 1, and a track bed ballast is constrained between the sleeper 3 and the track bed ballast.

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式