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1. 发明专利

JP2009074293A Aseismatic reinforcing steel plate installation method for column-like structure 有权
标题翻译：用于柱状结构的ASEISMATIC增强钢板安装方法
公开(公告)号：JP2009074293A
公开(公告)日：2009-04-09
申请号：JP2007244151
申请日：2007-09-20
申请人： East Japan Railway Co , Totetsu Kogyo Co Ltd , 東日本旅客鉄道株式会社 , 東鉄工業株式会社
发明人： SUGANO TAKAHIRO , KOBAYASHI MASASHI , KASAHARA KAORU , MATSUO SHINJI , IKEZU DAISUKE , MATSUMOTO KOICHI , KODA KAZUAKI , SASAGAWA TORU , KITAMURA TAKASHI , TSUCHIDA DAISUKE
IPC分类号： E02D27/34 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To simplify excavation while ensuring accuracy in steel plate installation by press-fitting reinforcing steel plates to eliminate an obstacle or the like.
SOLUTION: An aseismatic reinforcing method for erecting the reinforcing steel plates with joints at the ends to carry out lining, and filling a filler between the reinforcing steel plates and a column-like structure skeleton which are closed, comprises forming bottom plates 20, 21 at the lower ends of the reinforcing steel plates 10, and press-fitting the reinforcing steel plates into the ground with the bottom plate tips brought into proximity or contact with the skeleton 1 to eliminate the obstacle between the skeleton and the reinforcing steel plates.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了简化挖掘，同时通过压配钢板来确保钢板安装的精度以消除障碍物等。解决方案：一种用于在端部竖立具有接头的加强钢板进行衬里并填充加强钢板和关闭的柱状结构骨架之间的填料的抗震加强方法，包括形成底板20 ，21在加强钢板10的下端，并将加强钢板压入地面，使底板尖靠近或与骨架1接触，以消除骨架与加强钢板之间的障碍物。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2007239440A Aseismatic reinforcing method for existing concrete bridge pier 有权
标题翻译：用于现有混凝土桥梁的ASEISMATIC增强方法
公开(公告)号：JP2007239440A
公开(公告)日：2007-09-20
申请号：JP2006335446
申请日：2006-12-13
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI , SUGANO TAKAHIRO , MATSUO SHINJI , KODA KAZUAKI , SUZUKI HIROTAKA
IPC分类号： E01D22/00 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing method for an existing concrete bridge pier shortening a construction period and reducing a construction cost with no need to excavate soil around the bridge pier deep nor need to form a continuous wall.
SOLUTION: The aseismatic reinforcing method for the existing concrete bridge pier is characterized in that holes are formed in a bridge pier skeleton to extend obliquely downward to the lower part of the bridge pier skeleton from the vicinity of a ground part of the existing concrete bridge pier or from the outer peripheral part position of an upstream part and that reinforcing members are inserted in the holes and integrated by a solidifying material.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为现有混凝土桥墩提供抗震加固方法，缩短施工期，降低施工成本，不需要在桥墩深处挖掘土壤，也不需要形成连续的墙体。解决方案：现有混凝土桥墩的抗震加固方法的特征在于，在桥墩骨架上形成孔，从现有的桥墩骨架的地面附近向桥墩骨架的下部倾斜向下延伸混凝土桥墩或从上游部分的外周部分位置，并且加强构件插入孔中并由固化材料整合。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2007162322A Method of reinforcing structure 有权
标题翻译：加固结构的方法
公开(公告)号：JP2007162322A
公开(公告)日：2007-06-28
申请号：JP2005359579
申请日：2005-12-13
申请人： East Japan Railway Co , Nippon Steel Composite Co Ltd , 日鉄コンポジット株式会社 , 東日本旅客鉄道株式会社
发明人： SUGANO TAKAHIRO , MATSUO SHINJI , TAKAHASHI HIROYUKI , KOBAYASHI AKIRA , TATEISHI MASAHIRO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method of reinforcing a structure such as a concrete structure or a steel structure facilitating construction by reducing the use of a steel material, and anchoring reinforcing fiber sheets with lightweight structure. SOLUTION: In the method of reinforcing the structure by sticking a plurality of reinforcing fiber sheets 1 to a sticking surface 101 of the structure 100 with an adhesive, the ends of the plurality of reinforcing fiber sheets 1 stuck to the sticking surface 101 of the structure 100 are separated into a plurality of layers in predetermined number from the reinforcing fiber sheet 1 on the opposite side to the sticking surface side of the concrete structure 100 to the reinforcing fiber sheet 1 on the sticking surface side, and the respective layer-separated ends in the predetermined number of the split reinforcing fiber sheets 1 are wound around a plurality of rod-like anchor bodies 20 arranged orthogonally to the longitudinal direction of the reinforcing fiber sheets in different positions along the longitudinal direction of the reinforcing fiber sheets 1, and bonded with an adhesive. The anchor bodies 20 are stuck to the structure 100 by fasteners. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种加强混凝土结构或钢结构的结构的方法，通过减少钢材的使用而有利于施工，以及锚固具有轻质结构的增强纤维片。解决方案：在通过用粘合剂将多个增强纤维片1粘附到结构100的粘贴面101上来加强结构的方法中，多个增强纤维片1的粘贴在粘贴表面101上的端部结构体100在与混凝土结构体100的粘着面侧的相反侧的增强纤维片1上的粘贴面侧的增强纤维片1上分开规定数量的多个层，各层在规定数量的分割的增强纤维片1上的分隔端卷绕在与增强纤维片1的长度方向不同的位置上与增强纤维片的纵向正交配置的多个杆状锚固体20上并用粘合剂粘合。锚固体20通过紧固件粘附到结构100上。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2008143001A Method for reinforcing structure and fixing implement 有权
标题翻译：加固结构和固定实施方法
公开(公告)号：JP2008143001A
公开(公告)日：2008-06-26
申请号：JP2006332140
申请日：2006-12-08
申请人： East Japan Railway Co , Nippon Steel Composite Co Ltd , 日鉄コンポジット株式会社 , 東日本旅客鉄道株式会社
发明人： SUGANO TAKAHIRO , MATSUO SHINJI , TAKAHASHI HIROYUKI , KOBAYASHI AKIRA , TATEISHI MASAHIRO
IPC分类号： B29B15/08 , B29K105/10 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement method which is good in working properties, prevents the damage of the cross section of a reinforcing member of a reinforcing fiber sheet, and at least can reinforce a structure such as a concrete structure or a steel structure, and a fixing implement.
SOLUTION: The fixing implement 20 includes: a rod-shaped fixing body 21 which can be fixed to the structure 100 by the fixing implement 25 and extends in the axial direction; and the fixing reinforcing member 30 of reinforcing fiber sheet which is manufactured by a reinforcing fiber sheet having a prescribed width and a prescribed length and in which one end part region is wound onto the circumference surface of the fixing body 21 and adhered/fixed to the circumference surface of the fixing body 21, and the remaining region is not adhered/fixed to the fixing body 21 and extends from the fixing body 21.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种加工性能良好的加强方法，可防止增强纤维片材的加强部件的截面的损伤，并且至少可以加强混凝土结构或混凝土结构等结构钢结构和固定工具。解决方案：固定用具20包括：杆状固定体21，其能够通过固定用具25固定在结构体100上并沿轴向延伸; 以及由具有规定宽度和规定长度的增强纤维片制造的增强纤维片的固定加强件30，并且其中一个端部区域缠绕在固定体21的圆周表面上并粘附/固定到固定体21的圆周表面，其余区域未粘附/固定到固定体21并从固定体21延伸。（C）版权所有（C）2008，JPO＆INPIT

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