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1. 发明专利

JP2011247064A Reinforcement method for bridge abutment and back fill 审中-公开
标题翻译：用于桥接和后退填充的加固方法
公开(公告)号：JP2011247064A
公开(公告)日：2011-12-08
申请号：JP2010124438
申请日：2010-05-31
申请人： Integrated Geotechnology Institute Ltd , Railway Technical Research Institute , Tokyu Construction Co Ltd , 公益財団法人鉄道総合技術研究所 , 東急建設株式会社 , 株式会社複合技術研究所
发明人： NONAKA TAKAHIRO , OKUMURA MIKIYA , KUROIWA TOSHIYUKI , KANDA MASAYUKI , TATEYAMA MASARU , SHIRANITA KAZUHISA , TAMURA YUKIHIKO
IPC分类号： E01D22/00 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement method for a bridge abutment and a back fill of the bridge abutment in a bridge abutment which has a back fill and supports a bridge girder, while maintaining the traffic state of a railroads and vehicles.SOLUTION: Rod-like reinforcement members 5 are placed to a back fill 3 from the front face of a bridge abutment 1 nearly parallel to the axial direction of a bridge girder 2. In addition, the rod-like reinforcement members 5 are placed to the direction perpendicular to the axial direction of the bridge girder 2 from the slope face of the fill.
摘要翻译：要解决的问题：提供一种用于在桥梁桥台中的桥接台和后桥填充的加固方法，所述桥接台具有后填充并支撑桥梁，同时保持铁路和车辆的交通状态。解决方案：杆状加强构件5从几乎平行于桥梁2的轴向的桥接台1的前表面放置到后填充物3.另外，杆状加强构件5是从填充物的斜面向垂直于桥梁2的轴向的方向放置。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011247060A Reinforcement method of abutment and back face banking 审中-公开
标题翻译：背景和背面银行加固方法
公开(公告)号：JP2011247060A
公开(公告)日：2011-12-08
申请号：JP2010124389
申请日：2010-05-31
申请人： Integrated Geotechnology Institute Ltd , Railway Technical Research Institute , Tokyu Construction Co Ltd , 公益財団法人鉄道総合技術研究所 , 東急建設株式会社 , 株式会社複合技術研究所
发明人： NONAKA TAKAHIRO , OKUMURA MIKIYA , KUROIWA TOSHIYUKI , KANDA MASAYUKI , TATEYAMA MASARU , SHIRANITA KAZUHISA , TAMURA YUKIHIKO
IPC分类号： E01D22/00 , E01D19/02 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a method for reinforcing an abutment and a back face banking of the abutment having a banking structure at the back face.SOLUTION: After a temporary track is installed near an abutment 1 and traffic on the abutment 1 is stopped, a back face banking of the abutment 1 is removed. A reinforced banking 5 is constructed in a space where the back face banking is removed, and back face concrete 6 is placed between the abutment 1 and the reinforced banking 5 to integrate the abutment and the reinforced banking.
摘要翻译：要解决的问题：提供一种用于加强在背面具有银行结构的基台的基台和背面银行的方法。解决方案：将临时轨道安装在靠台1附近，并且停靠在基台1上的交通工具后，去除基台1的背面面板。一个强化的银行业务5被拆除的背面银行业的空间被建造，并且背面混凝土6被放置在基台1和加强银行5之间以使基台和增强的银行业务整合。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011247047A Reinforcement method for bridge abutment in existing bridge 有权
标题翻译：现有桥梁桥梁加固加固方法
公开(公告)号：JP2011247047A
公开(公告)日：2011-12-08
申请号：JP2010124012
申请日：2010-05-31
申请人： Integrated Geotechnology Institute Ltd , Railway Technical Research Institute , Tokyu Construction Co Ltd , 公益財団法人鉄道総合技術研究所 , 東急建設株式会社 , 株式会社複合技術研究所
发明人： KANDA MASAYUKI , SHIRANITA KAZUHISA , TATEYAMA MASARU , NONAKA TAKAHIRO , OKUMURA MIKIYA , KUROIWA TOSHIYUKI , TAMURA YUKIHIKO
IPC分类号： E01D22/00 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement method for a bridge abutment in an existing bridge capable of ensuring the prevention of the bridge abutment from damage which has a generating mechanism as follows: in the existing bridge in which the bridge abutment and a bridge girder are connected with a rigid-framed structure, when the bridge abutment is reinforced by a reinforcement means for dispersing the deformation load of a bridge girder applying to the bridge abutment, temperature change and an earthquake or the like deform a bridge girder, and applies excessive bending tensile load to the bridge abutment through the bridge girder.SOLUTION: In the reinforcement method for the bridge abutment 1 in the existing bridge in which the bridge abutment 1 and a bridge girder 2 are connected with a rigid-framed structure, a portal column 3 is constructed on the ground around the outside of the bridge abutment 1 as a reinforcement means, and the end of the bridge girder 2 is fixed to the portal column 3, therefore the deformation load of the bridge girder 2 applied to the bridge abutment 1 is dispersed to the existing bridge abutment 1 and the portal column 3.
摘要翻译：要解决的问题：提供一种现有桥梁中的桥接台的加固方法，其能够确保防止桥接台具有如下的发电机构的损坏：在现有桥梁中，桥接台和桥梁与刚性框架结构相连，当桥墩由用于分散施加于桥墩的桥墩变形载荷的加强装置加固时，温度变化和地震等使桥梁变形，并通过桥梁对桥接桥施加过大的弯曲拉伸载荷。解决方案：在现有桥梁中的桥接台1的加固方法中，其中桥接台1和桥梁2与刚性框架结构连接，门外柱3围绕外部构造在地面上作为加固装置，桥梁2的端部固定在门柱3上，因此施加到桥基台1的桥梁2的变形载荷分散到现有的桥基台1上，门户栏3.版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2011247046A Bridge provided with means for absorbing bridge abutment deformation 审中-公开
标题翻译：桥梁提供了吸收桥梁变形的手段
公开(公告)号：JP2011247046A
公开(公告)日：2011-12-08
申请号：JP2010124011
申请日：2010-05-31
申请人： Integrated Geotechnology Institute Ltd , Railway Technical Research Institute , Tokyu Construction Co Ltd , 公益財団法人鉄道総合技術研究所 , 東急建設株式会社 , 株式会社複合技術研究所
发明人： KANDA MASAYUKI , SHIRANITA KAZUHISA , TATEYAMA MASARU , NONAKA TAKAHIRO , OKUMURA MIKIYA , KUROIWA TOSHIYUKI , TAMURA YUKIHIKO
IPC分类号： E01D19/02 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a bridge provided with a means for absorbing a bridge abutment deformation capable of ensuring the prevention of the bridge damage occurred with the expansion and contraction of the bridge girder caused by temperature change, in the bridge having the following configuration: the bridge abutment and a bridge girder are connected with a rigid-framed structure and a back fill is placed in the back side of the bridge abutment, and the bridge abutment and the back fill are connected with a natural ground reinforcement.SOLUTION: In the bridge in which the bridge abutment 2 and a bridge girder 5 are connected with a rigid-framed structure and a back fill 6 is placed in the back side of the bridge abutment 2, and the bridge abutment 2 and the back fill 6 are connected with a natural ground reinforcement 8, an oil damper 9 is provided to the natural ground reinforcement 8 as a means for absorbing bridge abutment deformation.
摘要翻译：要解决的问题：提供一种桥梁，其具有用于吸收桥接基座变形的装置，其能够确保防止由温度变化引起的桥梁的膨胀和收缩所引起的桥梁损坏，桥梁具有以下构造：桥墩和桥梁与刚性框架结构连接，后桥填充物位于桥墩的后侧，桥墩和后填充与自然地面加固连接。解决方案：在桥接台2和桥梁5与刚性框架结构连接的桥梁中，并且背桥6放置在桥接台2的后侧，桥接台2和背部填充物6与天然地面加固件8相连接，将油阻尼器9设置到天然地面加固件8上，作为吸收桥接桥接变形的装置。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2014133971A Seismic strengthening method for retaining wall 有权
标题翻译：用于保持墙体的地震加固方法
公开(公告)号：JP2014133971A
公开(公告)日：2014-07-24
申请号：JP2013000759
申请日：2013-01-08
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： NAKAJIMA SUSUMU , KOJIMA KENICHI , KANDA MASAYUKI , WATANABE KENJI , TAKASAKI HIDEAKI , KITO KAZUYA , FUJIWARA TORASHIRO , NAKAMURA TAKASHI , SUZUKI NOBUAKI , KAWASAKI ATSUSHI , WATANABE YASUO
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic strengthening method for a retaining wall, which imparts a resistance force to the retaining wall by integrating a fixing reinforcement material, a masking member and a wall surface together.SOLUTION: In a seismic strengthening method for a retaining wall, a masking member 3 for covering a wall surface 2A of the retaining wall 2, and concrete fixing members 4 and 5 for firmly fixing upper and lower parts of the masking material 3 and tightening the masking material 3 are arranged, and the wall surface 2A and the masking member 3 are integrated together to prevent the collapse of the retaining wall 2 and reduce the deformation of the wall surface 2A.
摘要翻译：要解决的问题：为了提供一种用于挡土墙的抗震加固方法，其通过将固定增强材料，掩蔽构件和壁面整合在一起而对挡土墙施加阻力。解决方案：在用于挡墙，用于覆盖挡土墙2的壁面2A的掩蔽构件3和用于牢固地固定掩模材料3的上部和下部并且紧固遮蔽材料3的混凝土固定构件4和5，表面2A和掩模构件3一体化在一起，以防止挡土墙2的塌陷并减小壁表面2A的变形。

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

JP2012233347A Structure and method for integrating concrete structure with reinforced ground 有权
标题翻译：用强化地基整合混凝土结构的结构与方法
公开(公告)号：JP2012233347A
公开(公告)日：2012-11-29
申请号：JP2011102660
申请日：2011-05-02
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 , Kajima Corp , 鹿島建設株式会社
发明人： TATEYAMA MASARU , KANDA MASAYUKI , WATANABE KENJI , TAMURA YUKIHIKO , YAMANOBE SHINICHI , KITAMOTO YUKIYOSHI , TAIRA YOHEI , NAGATANI TATSUYA
IPC分类号： E02D29/02 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a structure and a method for integrating a concrete structure with a reinforced ground which can secure the quality of skeleton concrete while securing integration of concrete structure with geotextile, a material for reinforced ground.SOLUTION: A reinforced ground is formed by installing a banking material 13, geotextile 5 of which a folding-back part 4 is formed along a back face 3 of a concrete structure 1 and of which both ends are buried in the banking material 13, a gap layer 20 formed by installing three-dimentional fiber 18 along an inside surface 6 in the neighborhood of the folding-back part 4 of the geotextile 5, and an impermeable sheet 9 installed between the gap layer 20 and the banking material 13, on the back face 3 of a predetermined construction position of the concrete structure 1. Thereafter, a formwork of the concrete structure 1 is assembled at the front of the reinforced ground and concrete is placed. The concrete wrapped around the three-dimentional fiber 18 through the geotextile 5 is hardened so that the gap layer 20 can become an adhesion layer 7.
摘要翻译：要解决的问题：提供一种将混凝土结构与增强地面整合的结构和方法，其可以确保骨架混凝土的质量，同时确保混凝土结构与土工织物的一体化，这是用于增强地面的材料。解决方案：通过安装银行材料13，土工织物5形成加固地面，土工织物5沿着混凝土结构1的背面3形成折回部分4，并且其两端被埋在银行材料中如图13所示，通过沿着土工织物5的折回部4附近的内侧面6设置三维纤维18而形成的间隙层20以及安装在间隙层20与堤边材料13之间的不渗透片9 在混凝土结构1的预定构造位置的背面3上。此后，将混凝土结构1的模板组装在加强地面的前部并且混凝土被放置。通过土工织物5包裹在三维纤维18周围的混凝土被硬化，使得间隙层20可以变成粘合层7.（C）2013，JPO和INPIT

8. 发明专利

JP2012031679A Method for reinforcing existing foundation for structure 有权
标题翻译：用于加固现有结构基础的方法
公开(公告)号：JP2012031679A
公开(公告)日：2012-02-16
申请号：JP2010173493
申请日：2010-08-02
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： KANDA MASAYUKI , NISHIOKA HIDETOSHI , YOKOYAMA TOMOAKI , HIRAO JUNICHI , YAMAMOTO TADAHISA
IPC分类号： E02D27/30 , E02D5/04 , E02D27/12 , E02D27/28
摘要： PROBLEM TO BE SOLVED: To provide a method for reinforcing an existing foundation for a structure, capable of rationally, economically and firmly reinforcing the existing foundation for the structure equipped with an existing footing constructed on a pile.SOLUTION: In a method for reinforcing an existing foundation for a structure equipped with an existing footing 4 constructed on a pile 3, a steel sheet pile wall 5 constituted by coupling a plurality of U-shaped steel sheet piles to one another in a corrugated shape in a plan view is constructed on the periphery of the existing footing 4. A steel pipe pile 7 is driven into the ground in the inside valley section of the steel sheet pile wall 5 so that the steel sheet pile wall 5 and the steel pipe pile 7 can be integrated together by coupling means. Concrete is placed between the steel sheet pile wall 5 and the existing footing 4 to construct a newly-constructed footing 9. The steel sheet pile wall 5 and the steel pipe pile 7 are integrated with the existing footing 4 by integration means.
摘要翻译：要解决的问题：提供一种加强结构现有基础的方法，能够合理，经济，牢固地加强现有的建筑物基础，这种结构在桩上构造有现有的基础。解决方案：在一种用于加固现有基础的方法中，该结构配备有在桩3上构造的现有基脚4，钢板桩壁5通过将多个U形钢板桩彼此连接而形成在现有的基脚4的周围构成平面图形的波纹形状。钢管桩7被驱动到钢板桩壁5的内侧谷部的地面上，钢板桩壁5和钢管桩7可以通过联接装置集成在一起。混凝土被放置在钢板桩壁5和现有的基脚4之间，以构造新的基础9.钢板桩壁5和钢管桩7通过集成装置与现有的基座4一体化。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2012031678A Foundation for structure and method for constructing the same 有权
标题翻译：结构基础及其构造方法
公开(公告)号：JP2012031678A
公开(公告)日：2012-02-16
申请号：JP2010173492
申请日：2010-08-02
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： KANDA MASAYUKI , NISHIOKA HIDETOSHI , YOKOYAMA TOMOAKI , HIRAO JUNICHI , YAMAMOTO TADAHISA
IPC分类号： E02D27/30 , E02D5/04 , E02D27/12 , E02D27/28 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a foundation for a structure, which comprises a footing for being constructed on a steel pipe pile and a steel sheet pile wall for being constructed in the ground in such a manner as to surround the footing and which can be rationally and economically constructed, and a method for constructing the foundation.SOLUTION: A foundation for a structure includes a steel pipe pile 3 for being driven into the ground 2, a reinforced concrete footing 4 for being constructed on the steel pipe pile 3, and a steel sheet pile wall 5 for being constructed in the ground 2 in such a manner as to surround the footing 4. The steel sheet pile wall 5 is constituted by coupling a plurality of U-shaped steel sheet piles 5a to one another in a corrugated shape in a plan view. The steel pipe pile 3 is driven into the ground 2 of the inside valley section of the steel sheet pile wall 5. A head of the steel pipe pile 3 and the steel sheet pile wall 5 are coupled to each other via coupling means composed of a reinforcement 9.
摘要翻译：要解决的问题：提供一种结构的基础，该结构包括用于构造在钢管桩上的基脚和用于围绕基脚的方式构造在地面中的钢板桩壁，以及可以合理，经济地构建，构建基础的方法。解决方案：结构基础包括用于被驱动到地面2中的钢管桩3，用于在钢管桩3上构造的钢筋混凝土基脚4和用于构造在钢管桩3中的钢板桩壁5 地面2以包围基脚4的方式形成。钢板桩壁5通过平面图将多个U形钢板桩5a彼此结合成波纹状而构成。钢管桩3被驱动到钢板桩壁5的内部谷部的地面2中。钢管桩3的头部和钢板桩壁5通过由加强9.版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2011220003A Quality control method for pile 有权
标题翻译：质量控制方法
公开(公告)号：JP2011220003A
公开(公告)日：2011-11-04
申请号：JP2010090776
申请日：2010-04-09
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所
发明人： NISHIOKA HIDETOSHI , OMURA HIROKAZU , SHINODA MASAHIRO , KANDA MASAYUKI
IPC分类号： E02D33/00 , E02D1/02
摘要： PROBLEM TO BE SOLVED: To provide a quality control method for pile enabling simplified assessment on the soundness of a pile and having high reliability on its assessment.SOLUTION: The soundness of a pile is assessed based on the natural frequency calculated by vibrating the pile buried in the ground. When there are more than one pile buried in the ground, the soundness of each pile may be assessed based on the natural frequency of each pile by vibrating each pile buried in the ground and calculating the natural frequency of each pile.

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