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1. 发明专利

JP2008215961A Maximum response member angle measuring device for elevated bridge column and method of evaluating damage level of elevated bridge column 有权
标题翻译：用于高架桥的最大响应会员角度测量装置和评估高架桥梁的损伤水平的方法
公开(公告)号：JP2008215961A
公开(公告)日：2008-09-18
申请号：JP2007051972
申请日：2007-03-01
申请人： Railway Technical Res Inst , Tokyu Construction Co Ltd , 東急建設株式会社 , 財団法人鉄道総合技術研究所
发明人： NIHEI TATSUYA , SOGABE MASAMICHI , TANIMURA YUKIHIRO , HATTORI NAOMICHI
IPC分类号： G01B5/30 , G01V1/28
摘要： PROBLEM TO BE SOLVED: To provide a maximum response member angle measuring device for an elevated bridge column capable of directly measuring the amount of maximum deformation of the elevated bridge column using an inexpensive mechanical sensor of a system without power supply. SOLUTION: The maximum response member angle measuring device for the elevated bridge column includes the elevated bridge column 2 constructed on the groundwork 1, a measuring rod 5 positioned below the elevated bridge column 2 and fixed along the elevated bridge column 2, a fixing member 4 supported by the elevated bridge column 2 and extended in a horizontal direction, and a moving member 6 capable of being moved with the movement of the fixing member 4 and engaged with and held by the measuring rod 5 after the movement of the fixing member 4. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于高架桥柱的最大响应构件角度测量装置，其能够使用没有电力的系统的廉价的机械传感器来直接测量高架桥柱的最大变形量。解决方案：用于高架桥柱的最大响应构件角度测量装置包括构造在基座1上的高架桥柱2，位于高架桥柱2下方的测量杆5，并沿着高架桥柱2固定固定构件4由升高的桥柱2支撑并沿水平方向延伸;以及移动构件6，其能够随着固定构件4的移动而移动，并且在固定件移动之后与测量杆5接合并保持成员4.版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2014001603A Existing slab reinforcing method 有权
标题翻译：现有的SLAB加固方法
公开(公告)号：JP2014001603A
公开(公告)日：2014-01-09
申请号：JP2012139372
申请日：2012-06-21
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Tokyu Construction Co Ltd , 東急建設株式会社 , Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： NIHEI TATSUYA , OKAMOTO MASARU , SHIRAI TAKAYUKI , TANIMURA YUKIHIRO , KUROIWA TOSHIYUKI , KASAKURA RYOTA , KONO KATSUYA , ONO TAKESHI
IPC分类号： E01D22/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an existing slab reinforcing method using high-strength concrete plates, in which the heavy high-strength concrete plates capable of being carried and constructed by humans are connected to each other via connection boards to construct a high-strength concrete panel, thus achieving excellent workability and enabling cut-off of deterioration factors without the need for building up a total scaffolding.SOLUTION: In the existing slab reinforcing method, the high-strength concrete plates are formed in rectangular or square shapes, the concrete plates are tightly arranged in parallel on the lower face of an existing slab 1, and the adjacent high-strength concrete plates are connected to each other via connection boards 6 to construct a high-strength concrete panel 9. The high-strength concrete panel 9 works as a formwork when filler 10 is filled therein, and it bears stress on the existing slab 1 after the filler 10 is hardened.
摘要翻译：要解决的问题：提供一种使用高强度混凝土板的现有板坯加强方法，其中能够由人运载和构造的重型高强度混凝土板通过连接板彼此连接，以构成高强度混凝土面板，从而实现优异的可加工性，并且能够在不需要建造整体脚手架的情况下，降低劣化因素。解决方案：在现有的板坯加固方法中，高强度混凝土板形成矩形或正方形，混凝土板在现有板坯1的下表面上平行地紧密地布置，并且相邻的高强度混凝土板通过连接板6彼此连接，以构成高强度混凝土板9.高强度混凝土板9 当填料10填充时作为模板工作，并且在填料10硬化后在现有的板坯1上承受应力。

3. 发明专利

JP2012229534A Construction method and structure for reinforcing viaduct slab using channel steel and deck plate 审中-公开
标题翻译：使用通道钢和板条加固木板的施工方法和结构
公开(公告)号：JP2012229534A
公开(公告)日：2012-11-22
申请号：JP2011097430
申请日：2011-04-25
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Tokyu Construction Co Ltd , 東急建設株式会社
发明人： NIHEI TATSUYA , OKAMOTO MASARU , TANIMURA YUKIHIRO , MAEDA YOSHIMASA , KITAZAWA HIROKAZU , KUROIWA TOSHIYUKI , MIWA MASAYOSHI
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method and a structure for reinforcing a viaduct slab using channel steel and a deck plate, which reinforce the viaduct slab deteriorated due to steel corrosion and the like, by suppressing separation and exfoliation.SOLUTION: Channel steel 5 is installed in a direction perpendicular to a bridge axis on an undersurface of an existing slab 1; a deck plate 3 is installed in a bridge-axis direction on the channel steel 5; and a filler 2 is infilled between the existing slab 1 and the deck plate 3.
摘要翻译：要解决的问题：提供一种通过通道钢和甲板板加强高架桥板的施工方法和结构，其通过抑制分离和剥落来加强由于钢腐蚀等而劣化的高架桥板。
解决方案：通道钢5沿与现有板坯1的下表面上的桥轴线垂直的方向安装; 在通道钢5上沿桥轴方向安装甲板3; 并且填充物2填充在现有的板坯1和甲板板3之间。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2012149399A Slab reinforcement method using h-shaped steel 审中-公开
标题翻译：使用H型钢的SLAB加固方法
公开(公告)号：JP2012149399A
公开(公告)日：2012-08-09
申请号：JP2011007399
申请日：2011-01-18
申请人： 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
发明人： NIHEI TATSUYA , KYONO MITSUO , OKAMOTO MASARU , TANIMURA YUKIHIRO , MAEDA YOSHIMASA , KUROIWA TOSHIYUKI , KITAZAWA HIROKAZU
IPC分类号： E01D22/00 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a slab reinforcement method using H-shaped capable of improving bearing force as well as rigidity of an existing RC rigid-frame viaduct and implementing a measure against vibration by strengthening connections between slabs as well as between the slab and a beam through simple construction.SOLUTION: A slab reinforcement method using H-shaped steel constructs: an additional beam for a slab 1 made of H-shaped steel 2 arranged at a lower surface 1A of the slab 1; driving type hole-in anchors 5 to be driven into the slab 1; and a screen-shaped edge section reinforcement plate 7 which is arranged to install hole-in anchors 8 connecting the same with a beam 4 of the slab 1 and is connected with an edge section of the additional beam by a connection member 6.
摘要翻译：要解决的问题：提供一种使用H型的板状加强方法，其能够改善现有RC刚性框架高架桥的承载力以及刚性，并且通过加强板之间的连接以及在板和梁通过简单的结构。解决方案：使用H形钢构造的板坯加强方法：用于由布置在板坯1的下表面1A处的由H型钢2制成的板坯1的附加梁; 驱动型钻孔锚杆5被驱动到板坯1中; 以及屏状边缘部分加强板7，其布置成安装孔连接的锚固件8，其连接到板坯1的梁4，并且通过连接构件6与附加梁的边缘部分连接。 >版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2012229533A Construction method and structure for reinforcing viaduct slab using h-shaped steel and deck plate 审中-公开
标题翻译：使用H形钢和板条加固VIADUCT SLAB的结构方法和结构
公开(公告)号：JP2012229533A
公开(公告)日：2012-11-22
申请号：JP2011097429
申请日：2011-04-25
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Tokyu Construction Co Ltd , 東急建設株式会社
发明人： NIHEI TATSUYA , OKAMOTO MASARU , TANIMURA YUKIHIRO , MAEDA YOSHIMASA , KITAZAWA HIROKAZU , KUROIWA TOSHIYUKI , MIWA MASAYOSHI
IPC分类号： E01D22/00 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a construction method and a structure for reinforcing a viaduct slab using H-shaped steel and a deck plate, which reinforce the viaduct slab deteriorated due to steel corrosion and the like, by suppressing separation and exfoliation.SOLUTION: An anchor bar 4 is driven in an undersurface of an existing slab 1; H-shaped steel 5 is connected to a lower end of the anchor bar 4 and installed in a direction perpendicular to a bridge axis; a deck plate 3 is installed in a bridge-axis direction on the H-shaped steel 5; and a filler 2 is infilled between the existing slab 1 and the deck plate 3.
摘要翻译：要解决的问题：提供一种使用H型钢和甲板板加强高架桥板的施工方法和结构，其通过抑制分离和剥离来加强由于钢腐蚀等而劣化的高架桥板。解决方案：锚杆4在现有板坯1的下表面中被驱动; H型钢5连接到锚杆4的下端并且安装在垂直于桥轴线的方向上; 甲板3在H型钢5上沿桥轴方向安装; 并且填充物2填充在现有的板坯1和甲板板3之间。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2014001604A Existing slab reinforcing high-strength concrete plate 有权
标题翻译：现有的SLAB加固高强度混凝土板
公开(公告)号：JP2014001604A
公开(公告)日：2014-01-09
申请号：JP2012139373
申请日：2012-06-21
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Tokyu Construction Co Ltd , 東急建設株式会社 , Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： NIHEI TATSUYA , OKAMOTO MASARU , SHIRAI TAKAYUKI , TANIMURA YUKIHIRO , KUROIWA TOSHIYUKI , KASAKURA RYOTA , KONO KATSUYA , ONO TAKESHI
IPC分类号： E01D22/00 , E01D1/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an existing slab reinforcing high-strength concrete plate which is light and excellent in workability and durability.SOLUTION: Existing slab reinforcing high-strength concrete plates 2B are each integrally molded in such a manner that high-strength concrete thin plates formed in rectangular or square shapes are stuck together. The high-strength concrete plates 2B are arranged in parallel below an existing slab 1, and the adjacent high-strength concrete plates 2B are connected and fixed to each other via connection boards 6 to construct a high-strength concrete panel which functions as a formwork when filler is cast therein, and bears stress on the existing slab after the filler is hardened.
摘要翻译：要解决的问题：提供一种现有的板材加强型高强度混凝土板，其轻便且可加工性和耐久性优异。解决方案：现有的板坯增强高强度混凝土板2B均以高强度混凝土以矩形或正方形形成的薄板粘在一起。高强度混凝土板2B在现有板坯1的下方平行配置，相邻的高强度混凝土板2B通过连接板6相互连接固定，构成作为模板的高强度混凝土板当填料填充时，填充剂硬化后在现有的板坯上承受应力。

7. 发明专利

JP2012149400A Slab reinforcement method using cast-in-place concrete 审中-公开
标题翻译：使用铸造混凝土的SLAB加固方法
公开(公告)号：JP2012149400A
公开(公告)日：2012-08-09
申请号：JP2011007400
申请日：2011-01-18
申请人： 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
发明人： NIHEI TATSUYA , KYONO MITSUO , OKAMOTO MASARU , TANIMURA YUKIHIRO , MAEDA YOSHIMASA , KUROIWA TOSHIYUKI , KITAZAWA HIROKAZU
IPC分类号： E01D22/00 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a slab reinforcement method using cast-in-place concrete capable of improving bearing force as well as rigidity of an existing RC rigid-frame viaduct and implementing a measure against vibration by strengthening connections between slabs as well as between the slab and a beam through simple construction.SOLUTION: A slab reinforcement method using cast-in-place concrete constructs: an additional beam 3 made of cast-in-place concrete arranged at a lower surface 1A of a slab 1 in a direction orthogonal to a railway; hole-in anchors 5 to be driven into the slab 1; and the hole-in anchors 6 to be driven into a beam 4 of the slab 1. Reinforcement of the additional beam 3 is arranged so that axial reinforcement 2B thereof is spliced with the hole-in anchors 6 to be driven into the beam 4 of the slab 1 and a shear reinforcement 2A thereof is spliced with the hole-in anchors 5 to be driven into the slab 1.
摘要翻译：要解决的问题：提供一种使用现浇混凝土的板坯加强方法，其能够改善现有RC刚性框架高架桥的承载力和刚度，并且通过加强板之间的连接来实施抵抗振动的措施作为以及通过简单的结构在板和梁之间。解决方案：使用现浇混凝土结构的板坯加强方法：在与铁路正交的方向上布置在板坯1的下表面1A处的由现浇混凝土制成的附加梁3; 孔5被驱动到板坯1中; 并且孔入锚固件6被驱动到板坯1的梁4中。附加梁3的加强被布置成使得其轴向加强筋2B与孔入锚固件6接合以被驱动进入梁4的梁4中板坯1及其剪切增强件2A与孔洞锚固件5接合以被驱动到板坯1中。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2008051675A Maximum response member angle measuring instrument for elevated bridge post 有权
标题翻译：最大响应会员角度测量仪器用于高架桥
公开(公告)号：JP2008051675A
公开(公告)日：2008-03-06
申请号：JP2006228682
申请日：2006-08-25
申请人： Keisoku Res Consultant:Kk , Railway Technical Res Inst , 株式会社計測リサーチコンサルタント , 財団法人鉄道総合技術研究所
发明人： NIHEI TATSUYA , SOGABE MASAMICHI , TANIMURA YUKIHIRO , OKAMOTO TAKUJI , MIYAMOTO NORIYUKI , HAMADA HIROSHI
IPC分类号： G01B5/24 , G01M5/00 , G01M99/00
摘要： PROBLEM TO BE SOLVED: To provide a maximum response member angle measuring instrument for an elevated bridge post to directly measure the maximum response member angle of the bridge post by using inexpensive mechanical sensors of a power source-less system.
SOLUTION: This maximum response member angle measuring instrument for an elevated bridge post is equipped with: two mechanical peak sensors 3A and 3B of a power source-less system disposed in an X direction and in a Y direction normal to the X direction, respectively, and mounted on an upper-layer beam 2 of the elevated bridge post 1 by means of a first tool 4; and an arm 6 provided with a rocking part 8 on the upper-layer beam 2, engaging with one end of each of the two peak sensors 3A and 3B of the power source-less system, and further extending downward to cause its lower end part to engage with a second tool 7 at a position excepting a plastic hinge zone of the bridge post 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供用于高架桥柱的最大响应构件角度测量仪器，通过使用廉价的无电源系统的机械传感器直接测量桥柱的最大响应构件角度。
解决方案：用于高架桥柱的最大响应构件角度测量仪器配备有：在X方向和垂直于X方向的Y方向上设置的无电源系统的两个机械峰值传感器3A和3B 并通过第一工具4安装在高架桥柱1的上层梁2上; 以及在上层梁2上设置有摆动部分8的臂6，与无电力系统的两个峰值传感器3A和3B中的每一个的一端接合，并且进一步向下延伸以使其下端部分在除了桥柱1的塑性铰链区之外的位置与第二工具7啮合。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2010037861A Method and system for evaluating level of damage to rc member 有权
标题翻译：评估RC会员损害程度的方法和系统
公开(公告)号：JP2010037861A
公开(公告)日：2010-02-18
申请号：JP2008203652
申请日：2008-08-06
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： SOGABE MASAMICHI , TANIMURA YUKIHIRO , NIHEI TATSUYA
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To efficiently evaluate a level of damage without visual observation of a column.
SOLUTION: A system 1 for evaluating the level of damage includes peak sensors 2a, 2b and 2c, and a computation section 3 which performs the computation of measurement data from the peak sensors. The computation section 3 includes: a member angle computing section 6 which determines a maximum response member angle θ from the measurement data from the peak sensors; a conversion section 7 which converts the maximum response member angle to an elastic response displacement δ using elastic-plastic characteristics including an equivalent natural periodT
eq of a rigid-frame viaduct 4; a response characteristic computing section 8 which determines elastic response characteristics of a structure group 21 using the equivalent natural period T
eq and the elastic response displacement δ, and which determines corrected elastic response characteristics from the elastic response characteristics; an elastic response computing section 9 which computes the elastic response displacement applying the equivalent natural period T
eq of the rigid-frame viaduct 4 as a non-measurement object to the corrected elastic response characteristics of the structure group 21; and an inverse conversion section 10 which converts the elastic response displacement to the maximum response member angle.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了有效地评估没有目视观察柱的损伤水平。解决方案：用于评估损伤水平的系统1包括峰值传感器2a，2b和2c，以及计算部分3，其执行来自峰值传感器的测量数据的计算。计算部3包括：成员角度计算部6，根据来自峰值传感器的测量数据确定最大响应成员角度θ; 转换部分7，其使用包括刚性框架高架桥4的等效自然周期时间T SB等效弹性特性将最大响应部件角度转换为弹性响应位移δ; 响应特性计算部分8，其使用等效的自然周期T SB等式和弹性响应位移δ来确定结构组21的弹性响应特性，并且根据弹性响应特性确定校正的弹性响应特性; 将作为非测量对象的刚性框架高架桥4的等效自然周期T S SB> eq 的弹性响应位移计算到结构组21的校正弹性响应特性的弹性响应计算部9 ; 以及将弹性响应位移转换为最大响应构件角度的逆变换单元10。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2008215962A Maximum response member angle measuring device for elevated bridge column and method of evaluating damage level of elevated bridge column 审中-公开
标题翻译：用于高架桥的最大响应会员角度测量装置和评估高架桥梁的损伤水平的方法
公开(公告)号：JP2008215962A
公开(公告)日：2008-09-18
申请号：JP2007051973
申请日：2007-03-01
申请人： Hokubu Consultant Kk , Railway Technical Res Inst , 北武コンサルタント株式会社 , 財団法人鉄道総合技術研究所
发明人： NIHEI TATSUYA , SOGABE MASAMICHI , TANIMURA YUKIHIRO , WATANABE TADATOMO
IPC分类号： G01B5/24 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a maximum response member angle measuring device for an elevated bridge column capable of directly measuring a maximum response member angle of the elevated bridge column using an inexpensive mechanical sensor of a system without power supply.
SOLUTION: In the maximum response member angle measuring device for the elevated bridge column, a plurality of measuring lines 5 to 8 having sequentially different attachment positions are stretched between an upper side surface 2 of the elevated bridge column 1 and a lower surface 4 of an upper layer beam 3. It is constituted so that the measuring lines 5 to 8 are sequentially broken in response to the magnitude of the maximum response member angle θ of the elevated bridge column 1. Thus, the maximum response member angle θ of the elevated bridge column 1 is measured.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于高架桥柱的最大响应构件角度测量装置，其能够使用没有电源的系统的廉价机械传感器来直接测量高架桥柱的最大响应构件角度。解决方案：在用于高架桥柱的最大响应构件角度测量装置中，具有顺序不同的附接位置的多条测量线5至8在高架桥柱1的上侧表面2和下表面其结构使得测量线5至8响应于升降桥柱1的最大响应构件角度θ的大小而顺序地断开。因此，最大响应构件角度θ 测量高架桥柱1。版权所有（C）2008，JPO＆INPIT

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