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1. 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

2. 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

3. 发明专利

JP2007262700A Shock absorbing unit for viaduct and paving method for under elevated road 审中-公开
标题翻译：用于在高速公路下进行防撞和铺路的减震装置
公开(公告)号：JP2007262700A
公开(公告)日：2007-10-11
申请号：JP2006087012
申请日：2006-03-28
申请人： East Japan Railway Co , Sunlight:Kk , 東日本旅客鉄道株式会社 , 株式会社サンライト
发明人： OGIWARA IKUO , TAKAHASHI HIROYUKI , MATSUMOTO KENICHI
IPC分类号： E01D19/08 , E01C3/06 , E01C5/20 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a shock absorbing member, simply protecting the periphery of a post in placing concrete or the like under an elevated road, and utilized intact as edge cutting to secure earthquake-resisting performance of a post of the elevated bridge.
SOLUTION: This shock absorbing unit for a viaduct includes: a flexible block 11 disposed in the periphery of a post 1 and having plasticity or elasticity; and a surface layer member 1 fitted to the top face of the flexible block, wherein the flexible block is buried to expose the surface layer member 11 on the ground surface. In paving the periphery of the post, the shock absorbing unit for the viaduct serves as a form so that flooring material such as concrete does not closely adhere to the post, whereby the post can secure original earthquake resisting performance without being constrained by the flooring material to prevent breakage of the post itself.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种冲击吸收构件，简单地保护在高架道路下放置混凝土等的柱的周边，并且被完整地用作边缘切割以确保抗震性能高架桥。解决方案：用于高架桥的该冲击吸收单元包括：设置在柱1的周边中并具有可塑性或弹性的柔性块11; 以及安装在柔性块的顶面上的表面层构件1，其中埋设柔性块以暴露地表面上的表层构件11。在铺设柱的周边时，用于高架桥的冲击吸收单元用作形式，使得诸如混凝土的地板材料不会紧密地附着在柱上，由此柱可以确保原始的抗震性能而不受地板材料的约束以防止邮箱本身的破损。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2007211408A Seismic strengthening construction method for existing concrete bridge pier 有权
标题翻译：现有混凝土砌块的地震加固施工方法
公开(公告)号：JP2007211408A
公开(公告)日：2007-08-23
申请号：JP2006029455
申请日：2006-02-07
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 , KOBAYASHI MASASHI , TAKAHASHI HIROYUKI
IPC分类号： E01D22/00 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic strengthening construction method for an existing concrete bridge pier, which dispenses with the deep excavation of soil around a bridge pier or the formation of a cut-off wall, which can shorten a construction period, and which makes construction costs lower.
SOLUTION: In this seismic strengthening construction method for the existing concrete bridge pier, a hole reaching stable ground is formed obliquely downward from the vicinity of the ground section of the existing concrete bridge pier or the outer peripheral section of the water-surface section thereof; a reinforcing member composed of a steel material, and a solidification material are infilled into the hole and solidified; and the other end of the reinforcing member is fixed to and integrated with the vicinity of the ground section of a bridge pier skeleton or the outer periphery of the water-surface section thereof.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为现有的混凝土桥墩提供抗震加固施工方法，无需对桥墩附近的土壤进行深层开挖或形成隔离墙，可以缩短施工期，使施工成本降低。解决方案：在现有混凝土桥墩的抗震施工方法中，从现有混凝土桥墩的地面附近或水面外围部分向斜下方形成一个达到稳定地面的孔其部分; 由钢材和固化材料构成的加强构件填充到孔中并固化; 并且加强构件的另一端固定在桥墩骨架的地面部分附近或其水面部分的外周面上并与其一体化。版权所有（C）2007，JPO＆INPIT

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