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1. 发明专利

JP2014009455A Anchor construction method 有权
标题翻译：锚固施工方法
公开(公告)号：JP2014009455A
公开(公告)日：2014-01-20
申请号：JP2012145095
申请日：2012-06-28
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU , IMAI SEISHI , FUJII YASUNARI , IINUMA MASAMITSU
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive anchor construction method that facilitates construction, and a drilling jig.SOLUTION: An anchor construction method includes: a drilling step of drilling a hole Ca in an object C; an anchor fixing step of fixing an anchor bar 2 to the object C by inserting a self-anchorage part 2b, which is provided at the tip of a body part 2a of the anchor bar 2, into a position including the center of a bottom surface of the hole Ca drilled in the drilling step; and a filler injection step of infilling a filler 4 into the hole Ca to which the anchor bar 2 is fixed in the anchor fixing step.
摘要翻译：要解决的问题：提供便于施工的便宜的锚固施工方法和钻孔夹具。解决方案：锚式施工方法包括：在物体C中钻孔Ca的钻孔步骤; 锚定固定步骤，通过将设置在锚杆2的主体部分2a的顶端处的自身锚固部分2b插入到包括底面的中心的位置，将锚杆2固定到物体C 在钻孔步骤中钻孔孔Ca; 以及填料注入步骤，在锚定固定步骤中将填料4填充到固定杆2固定的孔Ca中。

2. 发明专利

JP2014009454A Anchor construction method and drilling jig 有权
标题翻译：锚固施工方法和钻机
公开(公告)号：JP2014009454A
公开(公告)日：2014-01-20
申请号：JP2012145094
申请日：2012-06-28
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU , IMAI SEISHI , FUJII YASUNARI , IINUMA MASAMITSU
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive anchor construction method that facilitates construction, and a drilling jig.SOLUTION: An anchor construction method includes: a first drilling step of drilling a first hole Ca in an object C; a second drilling step of drilling a second hole Cb in a position including the center Caof the first hole Ca drilled in the first drilling step; an anchor fixing step of fixing an anchor bar 2 to the object C by inserting a self-anchorage part 2b, which is provided at the tip of a body part 2a of the anchor bar, into the second hole Cb drilled in the second drilling step; and a filler injection step of infilling a filler 4 into the first hole Ca to which the anchor bar is fixed in the anchor fixing step.
摘要翻译：要解决的问题：提供便于施工的便宜的锚固施工方法和钻孔夹具。解决方案：锚构造方法包括：在对象C中钻出第一孔Ca的第一钻孔步骤; 在包括在第一钻孔步骤中钻出的第一孔Ca的中心Ca的位置钻第二孔Cb的第二钻孔步骤; 锚定固定步骤，通过将设置在锚杆的主体部分2a的末端处的自锚定部分2b插入到在第二钻孔步骤中钻出的第二孔Cb中来将锚杆2固定到物体C上 ; 以及填料注入步骤，在锚定固定步骤中将填料4填充到固定杆固定到的第一孔Ca中。

3. 发明专利

JP2011052398A Penetration-type anchor and construction method for fixing the same 有权
标题翻译：固定式锚固装置及其固定方法
公开(公告)号：JP2011052398A
公开(公告)日：2011-03-17
申请号：JP2009200348
申请日：2009-08-31
申请人： East Japan Railway Co , Sanko Techno Co Ltd , サンコーテクノ株式会社 , 東日本旅客鉄道株式会社
发明人： KAKUCHI NARIYUKI , IINUMA MASAMITSU , SUZUKI YUDAI , KOBAYASHI KAORU
IPC分类号： E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide a technology of enabling an anchor to be easily fixed to a concrete structure by operations from the one side of the concrete structure, and of enabling the anchor to easily secure high pull-out strength against the concrete structure.
SOLUTION: In this penetration-type anchor 10, a leading end of an anchor bolt 11 is equipped with an expansion structure 12 which can pass in a contracted state through a through-hole 1a formed in the concrete structure 1 and which can be expanded to the periphery of the leading end of the anchor bolt 11 from the contracted state. The penetration-type anchor 10 and a construction method for fixing the penetration-type anchor 10 are provided.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过来自混凝土结构的一侧的操作将锚固体容易地固定到混凝土结构的技术，并且使得锚固件能够容易地确保抵抗该混凝土结构的高拉拔强度具体结构。解决方案：在该穿透型锚固件10中，锚固螺栓11的前端配备有膨胀结构12，膨胀结构12可以通过形成在混凝土结构1中的通孔1a以收缩状态通过，从收缩状态扩展到锚栓11的前端的周边。提供穿透型锚固件10和用于固定穿透型锚固件10的构造方法。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2013117087A Post-installed anchor method 有权
标题翻译：后安装锚固方法
公开(公告)号：JP2013117087A
公开(公告)日：2013-06-13
申请号：JP2011263629
申请日：2011-12-01
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU
IPC分类号： E04B1/41 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To set and hold an anchor bar at the center of a hole without supporting it with a hand or using a device or the like.SOLUTION: In a post-installed anchor method for inserting an anchor bar (3) into a hole (2) drilled from a surface of a base material (1) and fixing it with a filler (4), an anchor bar distal end is fitted to a small-diameter hole of a hole distal end part, and the anchor bar is guided to the hole center and fixed.
摘要翻译：要解决的问题：将锚杆固定在孔的中心而不用手或使用装置等支撑。解决方案：在用于将锚杆（3）插入从基材（1）的表面钻出并用填料（4）固定的孔（2）中的后安装锚固方法中，锚杆前端部与孔前端部的小直径孔嵌合，将锚杆导向孔中心并固定。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2012184561A Earthquake resistance construction method using base isolation fixation mechanism 有权
标题翻译：使用基座隔离固定机构的地震电阻施工方法
公开(公告)号：JP2012184561A
公开(公告)日：2012-09-27
申请号：JP2011047142
申请日：2011-03-04
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU
IPC分类号： E01D19/02 , E01D1/00 , E02D27/00 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To enable an earthquake resistance design to be rationalized in a manner that alleviates a load when the same continuously acts on reinforcement to restrain a crack from being generated on a concrete column or the like, to allow earthquake energy to be absorbed without damaging a member and to protect the reinforcement from an increase in axial force additionally applied thereto.SOLUTION: An earthquake resistance construction method uses a base isolation anchoring mechanism where an edge section of reinforcement moves in a confined movable region when force larger than a prescribed load is applied to an anchoring section of the reinforcement. In the anchoring section of the reinforcement, the reinforcement (20), which has an anchoring plate (23) fixed at a tip section thereof and is extended inside a base material (13) of a structure, is provided with a region (21) where adhesion between a surface of the reinforcement and the base material is deactivated. The anchoring plate at the tip section of the reinforcement becomes movable, when the force larger than the prescribed load is applied thereto through the reinforcement, within a distance of a confined movable region (25) created inside the base material with a limitation on movement exceeding the movable region.
摘要翻译：要解决的问题：为了使抗震设计能够以减轻负载的方式合理化，当相同的连续作用在加强件上以限制在混凝土柱等上产生裂纹时，允许地震能量被吸收而不会损坏构件并且保护加强件免受另外施加到其上的轴向力的增加。解决方案：抗震施工方法使用基础隔离锚固机构，其中当加强大于规定载荷的力施加到加固件的锚固部分时，加强件的边缘部分在受限制的可移动区域中移动。在加强件的锚定部分中，具有固定在其顶端部分并且在结构的基体材料（13）内延伸的锚定板（23）的加强件（20）设置有区域（21）其中加强件的表面和基材之间的粘合被去活化。当通过加强件施加大于规定载荷的力时，在加强件的限制运动区域（25）的距离内，限制移动超过可移动区域。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2013155575A Structure for reinforcing side wall on viaduct and method for reinforcing side wall 有权
标题翻译：用于加强侧壁的结构和加强侧壁的方法
公开(公告)号：JP2013155575A
公开(公告)日：2013-08-15
申请号：JP2012018995
申请日：2012-01-31
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： KOBAYASHI KAORU , SUZUKI YUDAI
IPC分类号： E01D19/10 , E01D22/00 , E01F8/00 , E01F15/08
摘要： PROBLEM TO BE SOLVED: To reinforce a side wall on a viaduct.SOLUTION: The structure for reinforcing the side wall on the viaduct has a side wall (13A) on a viaduct (10), and a reinforcement material (21) which is fixed to the side wall (13A) and a member (11a) that is a member different from the side wall (13A).
摘要翻译：要解决的问题：加强高架桥上的侧壁。解决方案：用于加强高架桥侧壁的结构在高架桥（10）上具有侧壁（13A）和固定的增强材料（21）到侧壁（13A）和与侧壁（13A）不同的构件的构件（11a）。

7. 发明专利

JP2013011143A Reinforcement damper anchorage structure and aseismatic construction method 有权
标题翻译：加固阻尼器锚固结构和抗震构造方法
公开(公告)号：JP2013011143A
公开(公告)日：2013-01-17
申请号：JP2011145810
申请日：2011-06-30
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU
IPC分类号： E01D1/00 , E01D19/02 , E04B1/41 , E04G21/12 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement damper anchorage structure in which deformability of an anchorage part is enhanced to obtain the energy absorbing function of a reinforcement anchorage part, and to provide an aseismatic construction method.SOLUTION: A reinforcement bar is inserted through a viscous body 40 filling the inside of a sheath pipe 30 constructed in a structure base material 1 to form a damper anchorage part 50, and then the viscous resistance of the viscous body allows the anchoring force of the reinforcement bar to be obtained.
摘要翻译：要解决的问题：提供一种增强减震器锚固结构，其中增强锚固部分的变形性以获得加固锚固部件的能量吸收功能，并提供抗震施工方法。解决方案：通过填充在结构基材1中构成的护套管30的内部的粘性体40插入加强杆，以形成阻尼器锚固部分50，然后粘性体的粘性阻力允许锚定要获得钢筋的力。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2012184560A Reinforcement anchoring method and anchoring structure 有权
标题翻译：加固锚固方法和锚固结构
公开(公告)号：JP2012184560A
公开(公告)日：2012-09-27
申请号：JP2011047141
申请日：2011-03-04
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU
IPC分类号： E04C5/12 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To enable anchoring force to be sufficiently exerted in a manner that alleviates a load continuously acting on reinforcement to restrain a crack from being generated on a concrete column or the like and to prevent a base material anchoring the reinforcement from being damaged.SOLUTION: An anchoring plate (35) is fixed to a tip section of reinforcement (31) extended inside a base material (30). The reinforcement extended in the base material has a region (33) where adhesion between a surface of the reinforcement and the base material is deactivated so that the anchoring plate at the tip of the reinforcement becomes movable, when force larger than a prescribed load is applied thereto through the reinforcement, within a distance of a confined movable region (37) created inside the base material with a limitation on movement exceeding the movable region.
摘要翻译：要解决的问题：为了使得能够充分地施加锚定力，以减轻连续作用在加强件上的载荷，以限制在混凝土柱等上产生裂纹，并且防止基体材料锚固加强件从被损坏。解决方案：锚固板（35）固定到在基材（30）内延伸的加强件（31）的末端部分。在基材中延伸的加强件具有区域（33），其中加强件的表面和基材之间的粘合被去活化，使得当施加大于规定载荷的力时，加强件末端处的锚定板可移动通过加强件，在限制运动超过可移动区域的限制运动区域（37）的距离内形成在基材内部。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2011136677A Platform 有权
标题翻译：平台
公开(公告)号：JP2011136677A
公开(公告)日：2011-07-14
申请号：JP2010000182
申请日：2010-01-04
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU
IPC分类号： B61B1/02
摘要： PROBLEM TO BE SOLVED: To provide a platform further enhanced in safety. SOLUTION: This platform 1 includes a platform body 2 installed on the side of a traveling path for a vehicle along the traveling path and a cushioning part 4A attached to the platform body 2 at the traveling path side side-edge part 2a. The cushioning part 4A includes a plurality of floor board support parts 6 which extend from the side-edge part 2a toward the traveling path and which are disposed at intervals in the advancing direction Y of the vehicle, and a plurality of floor boards 7 laid down on the plurality of floor board support parts 6 sequentially in the advancing direction Y. When the vehicle is collided with the cushioning part 4A, the floor boards 7 are slid onto the floor boards 7 forward in the advancing direction. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供进一步增强安全性的平台。解决方案：该平台1包括安装在沿着行进路径的车辆行进路径侧的平台体2和在行进路侧侧缘部2a处安装到平台主体2的缓冲部4A。缓冲部4A包括从侧缘部2a朝向行进路径延伸并且沿车辆前进方向Y间隔配置的多个地板支撑部6，以及多个地板7，在行进方向Y上顺序地设置在多个地板支撑部6上。当车辆与缓冲部4A碰撞时，地板7沿前进方向向前方滑动到地板7上。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2013011142A Structure of end fixing anchor 有权
标题翻译：尾部固定锚固结构
公开(公告)号：JP2013011142A
公开(公告)日：2013-01-17
申请号：JP2011145802
申请日：2011-06-30
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU
IPC分类号： E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a structure of an end fixing anchor having high ductility while maintaining a fixing force.SOLUTION: An anchor bar (11) which has an end fixing part comprising a fixing plate part and a taper part having a cross-sectional area gradually increased downward, is embedded in a hole drilled in a depth direction from a surface of a structure base material, and the hole is filled with a filler. A side surface of the anchor bar and the filler are separated from each other to prevent the action of an adhesive force, and a predetermined spacing (11c) is provided between a lower end of the filler and the fixing plate part of the end fixing part.

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