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1. 发明专利

JP2007126931A Wire inserting implement for preventing fall of panel 有权
标题翻译：用于防止面板的电线插入实现
公开(公告)号：JP2007126931A
公开(公告)日：2007-05-24
申请号：JP2005322113
申请日：2005-11-07
申请人： Daito Kinzoku Kk , Nippon Steel & Sumikin Metal Products Co Ltd , Tajima Steel Co Ltd , 大東金属株式会社 , 日鐵住金建材株式会社 , 田島スチール株式会社
发明人： KIMURA TAIZO , HINO SHINJIRO , ABE YUKIO , IIDA HISAO
IPC分类号： E01F8/00
摘要： PROBLEM TO BE SOLVED: To provide a wire inserting implement for preventing the fall of a panel, which enables one arbitrary panel of a sound insulating wall constituted by attaching a plurality of steps of sound insulating panels to be easily detached from a fall preventing fire. SOLUTION: In the sound insulating wall, the plurality of vertical steps of sound insulating panels 2 and 3 are attached between H-shaped cross-section supports 1 and 1 which are erected at predetermined intervals. The wire inserting implement K1 for preventing the fall of the panel is attached to each of the panels 2 and 3 of the sound insulating wall so as to allow the insertion of the fall-of-panel preventing wire W. The wire W can be attached/detached in a state in which the wire W is inserted. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于防止面板掉落的导线插入工具，其能够通过安装多个隔音面板的几个台阶构成的隔音壁的任意一个面板容易地从坠落中脱离防火。解决方案：在隔音墙中，隔音板2和3的多个垂直台阶安装在以预定间隔竖立的H形横截面支撑件1和1之间。用于防止面板掉落的插线工具K1被安装在隔音壁的每个面板2和3上，以允许插入防落线W。可以将线W附接在电线W被插入的状态下分离。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2011140869A Wire insertion implement for preventing panel fall 审中-公开
标题翻译：用于防止面板倒角的线插入实现
公开(公告)号：JP2011140869A
公开(公告)日：2011-07-21
申请号：JP2011040694
申请日：2011-02-25
申请人： Daito Kinzoku Kk , Nippon Steel & Sumikin Metal Products Co Ltd , Tajima Steel Co Ltd , 大東金属株式会社 , 日鐵住金建材株式会社 , 田島スチール株式会社
发明人： KIMURA TAIZO , HINO SHINJIRO , ABE YUKIO , IIDA HISAO
IPC分类号： E01F8/00
摘要： PROBLEM TO BE SOLVED: To provide a wire insertion implement for preventing panel fall, which can easily remove one arbitrary panel of a sound insulation wall constituted by attaching sound insulation panels in a plurality of steps from wire for fall prevention. SOLUTION: The wire insertion implement K1 for preventing panel fall is used for inserting the wire W for preventing panel fall while being attached to each of the sound insulation panels P of the sound insulation wall which is constituted by attaching the sound insulation panels P in the plurality of up-and-down steps between the supports of an H-shaped cross section which are provided upright at predetermined spacings, and consists of a nearly C-shaped body and an opening-closing member which opens and closes the opening of the C-shaped body. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于防止面板下落的电线插入工具，其可以容易地从通过电线的多个步骤中安装隔音板构成的隔音壁的一个任意面板，以防止跌倒。解决方案：用于防止面板下落的电线插入工具K1用于插入用于防止面板掉落的电线W，同时附着到隔音壁的每个隔音板P上，隔音板通过安装隔音板 P在以预定间隔竖直设置的H形横截面的支撑件之间的多个上下台阶中，由近似C形的主体和打开和关闭开口的开闭构件的C形身体。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2007146640A Sound insulation wall 有权
标题翻译：声音隔离墙
公开(公告)号：JP2007146640A
公开(公告)日：2007-06-14
申请号：JP2006300282
申请日：2006-11-06
申请人： Daito Kinzoku Kk , Nippon Steel & Sumikin Metal Products Co Ltd , Tajima Steel Co Ltd , 大東金属株式会社 , 日鐵住金建材株式会社 , 田島スチール株式会社
发明人： KIMURA TAIZO , HINO SHINJIRO , ABE YUKIO , IIDA HISAO , SAKAMOTO KOJI , IWAMURA KOICHI , FUKUYAMA MASAHIKO
IPC分类号： E01F8/00
摘要： PROBLEM TO BE SOLVED: To reduce execution cost by reducing bolted places as much as possible and simplyfying mounting work of a sound insulating panel when mounting the sound insulating panel on a post with bolts. SOLUTION: A plurality of upper and lower steps of the sound insulating panels are mounted between adjacent posts 1, 1 with an H shaped cross section which are erected with predetermined intervals. An insertion support piece 15 is protruded to be contactly inserted into a back surface of an upper end of the sound insulating panel P at the lower step side when mounted at a lower end of each sound insulating panel P, and the upper end of each sound shielding panel P is attached to a flange part 1b of the post 1 with a bolt 36. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过尽可能减少螺栓位置来降低执行成本，并且在将隔音板安装在具有螺栓的柱上时，简单地安装隔音板的安装工作。解决方案：隔音板的多个上下台阶安装在相邻支柱1,1之间，其中H形横截面以预定间隔竖立。当安装在每个隔音面板P的下端时，插入支撑件15突出以在下台阶侧的隔音板P的上端的后表面中被接触地插入，并且每个声音的上端屏蔽板P用螺栓36连接到柱1的凸缘部分1b上。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2007126930A Sound insulating wall for expansion/contraction section of bridge section 审中-公开
标题翻译：用于扩展/承包部分的声音隔离墙
公开(公告)号：JP2007126930A
公开(公告)日：2007-05-24
申请号：JP2005322112
申请日：2005-11-07
申请人： Daito Kinzoku Kk , Nippon Steel & Sumikin Metal Products Co Ltd , Tajima Steel Co Ltd , 大東金属株式会社 , 日鐵住金建材株式会社 , 田島スチール株式会社
发明人： KIMURA TAIZO , HINO SHINJIRO , ABE YUKIO , IIDA HISAO
IPC分类号： E01F8/00 , E01D19/06
摘要： PROBLEM TO BE SOLVED: To provide a sound insulating wall for an expansion/contraction section, which has a structure enabling the sound-insulating wall itself to be expanded/contracted depending on the expansion/contraction of a bridge section. SOLUTION: In this sound insulating wall for the expansion/contraction section of the bridge section, an expansion joint section T of the bridge section is positioned between H-shaped cross-section supports 1 and 1 which are erected at each predetermined interval in the longitudinal direction of the bridge section; and a plurality of vertical steps of sound insulating panels are mounted between the supports 1 and 1 adjacent to each other with the joint section T in between. The sound insulating panel is composed of three panel members which are connected together in such a manner as to be mutually expandable/contractible and slidable in the longitudinal direction of the bridge section; the two panel members on both sides are fixed to the adjacent panel members 1 and 1, respectively; and the intermediate panel member is slidably supported on both the panel members. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于膨胀/收缩部分的隔音壁，其具有能够使隔音壁本身根据桥接部的伸缩来伸缩的结构。解决方案：在用于桥接部分的伸缩部分的隔音壁中，桥接部分的伸缩接头部分T位于以预定间隔竖立的H形横截面支撑件1和1之间在桥段的纵向方向; 隔音面板的多个垂直台阶安装在相邻的支撑件1和1之间，其间具有接合部分T. 隔音面板由三个面板构件构成，三个面板构件以能够相对于桥接部的长度方向相互扩张/收缩并滑动的方式连接在一起; 两侧面板构件分别固定在相邻的面板构件1和1上; 并且中间面板构件可滑动地支撑在两个面板构件上。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2008039153A Vibration damping device and erecting member superior in vibration damping performance 审中-公开
标题翻译：振动阻尼装置和振动阻尼性能的成员监督
公开(公告)号：JP2008039153A
公开(公告)日：2008-02-21
申请号：JP2006217645
申请日：2006-08-10
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Univ Osaka Sangyo , 学校法人大阪産業大学 , 日鐵住金建材株式会社
发明人： OKABE TAKESHI , IIDA HISAO , TATEISHI KAZUMA , IIDA TAKESHI
IPC分类号： F16F15/02 , E01F9/615 , E04H9/14 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration damping device and an erecting member superior in vibration damping performance, capable of effectively coping with vibration with a frequency varying over a wide range from a low frequency up to a high frequency regardless of the direction of the vibration. SOLUTION: This vibration damping device 1 is composed of a vertical hollow body 10 suspending a suspending member inside. The vibration damping device and the erecting member superior in vibration damping performance are characterized in that the axis of the suspending member coincides with the axis of the vertical hollow body, and the suspending member is composed of a linear upper suspending member such as a wire 9 and a lower suspending member formed by connecting a plurality of metallic bodies 8. In the erecting member superior in vibration damping performance, there are a case of imparting the vibration damping performance by installing the vibration damping device outside or inside the erecting member, and a case of imparting the vibration damping performance to the erecting member itself by directly suspending the suspending member inside the vertical hollow body being the erecting member. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种阻尼性能优异的减振装置和竖立构件，能够有效地应付从低频到高频的宽范围内的频率变化的振动，而不管振动方向。解决方案：该减振装置1由将悬挂构件悬挂在其中的垂直中空体10构成。阻尼性能优异的减震装置和竖立构件的特征在于，悬挂构件的轴线与垂直中空体的轴线重合，并且悬挂构件由诸如线材9的线性上悬挂构件以及通过连接多个金属体8形成的下部悬挂构件。在具有优良的减震性能的竖立构件中，存在通过将减震装置安装在竖立构件的外部或内部而赋予减振性能的情况，并且通过将悬挂构件直接悬挂在作为竖立构件的竖直中空体内部来将摆动阻尼性能赋予竖立构件本身的情况。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2008082452A Damping device, and road bridge and pedestrian bridge with superior damping performance 审中-公开
标题翻译：阻尼装置，以及具有超级阻尼性能的道路桥梁和桥梁桥梁
公开(公告)号：JP2008082452A
公开(公告)日：2008-04-10
申请号：JP2006263851
申请日：2006-09-28
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OKABE TAKESHI , IIDA HISAO , TATEISHI KAZUMA
IPC分类号： F16F15/02 , E01D1/00 , E01D18/00 , F16F15/06
摘要： PROBLEM TO BE SOLVED: To provide a damping device, a pedestrian bridge, and a road bridge capable of damping vibration due to vertical shaking generated in a structure caused by passage of vehicles, walking, an earthquake, or the like. SOLUTION: The damping device is comprised of a spring member comprised by serially connecting a plurality of springs 6 via at least one weight 11, and a vertical hollow body 7 comprised by suspending a suspension member suspended from the weight in an interior such that it has a free vibration portion. The damping device is characterized by that both ends of the spring member and the vertical hollow body are respectively fixed so that the spring member is obliquely installed. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种阻尼装置，行人桥和道路桥，能够抵抗由于车辆通过，行走，地震等引起的结构中产生的垂直振动的振动。解决方案：阻尼装置包括弹簧构件，弹簧构件包括通过至少一个重物11串联连接多个弹簧6和垂直空心体7，该中空体7包括悬挂在内部的内部的悬挂构件它具有自由振动部分。阻尼装置的特征在于，弹簧构件和垂直中空体的两端分别固定，使得弹簧构件倾斜安装。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2008069861A Vibration damping device and erected member superior in vibration damping performance 审中-公开
标题翻译：振动阻尼装置和受阻构件超声波振动阻尼性能
公开(公告)号：JP2008069861A
公开(公告)日：2008-03-27
申请号：JP2006248908
申请日：2006-09-14
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Univ Osaka Sangyo , 学校法人大阪産業大学 , 日鐵住金建材株式会社
发明人： OKABE TAKESHI , IIDA HISAO , TAKEDA IPPEI , IIDA TAKESHI
IPC分类号： F16F15/02 , E01F9/011 , E04H9/14 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration damping device effectively coping even with the vibration with frequencies varying over a wide range from a low frequency up to a high frequency and an erected member superior in vibration damping performance. SOLUTION: The vibration damping device 1 stores a plurality of spherical bodies 22 in a vessel having a curved surface shape on an inner surface of a bottom surface 20 and each spherical body in the vessel is stored in such a manner that the same can freely move in the vessel. The vibration damping device can be a compound vibration damping device 5 by combining a vertical hollow body in which a suspending member is suspended with the vessel storing the plurality of spherical bodies 22, and making the axis of the suspending member 11 coincide with an axis of a vertical hollow body 10. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种减震装置，即使在频率从低频到高频的宽范围内变化的振动和具有优良的减震性能的竖立构件也能有效地应对。解决方案：减震装置1将多个球体22存储在具有弯曲表面形状的容器中，在底表面20的内表面上，容器中的每个球体以相同的方式储存可以在船上自由移动。振动阻尼装置可以是复合式减震装置5，其组合悬挂构件的垂直空心体和容纳多个球体22的容器，并使悬挂构件11的轴线与垂直空心体10.版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2008082453A Damping device, and road bridge and pedestrian bridge with superior damping performance 审中-公开
标题翻译：阻尼装置，以及具有超级阻尼性能的道路桥梁和桥梁桥梁
公开(公告)号：JP2008082453A
公开(公告)日：2008-04-10
申请号：JP2006263866
申请日：2006-09-28
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OKABE TAKESHI , IIDA HISAO , TATEISHI KAZUMA
IPC分类号： F16F15/02 , E01D1/00 , E01D18/00
摘要： PROBLEM TO BE SOLVED: To provide a damping device, a pedestrian bridge, and a road bridge capable of damping vibration due to vertical shaking generated in a structure caused by passage of vehicles, walking, an earthquake, or the like. SOLUTION: The damping device is comprised of a spring 13 having a weight 14 on a lower end and an upper part attached to an upper member 5 of a body to be damped, and a suspension member 13 suspended from the weight 14. It is characterized by that a lower part of the suspension member 13 contacts an upper face of a component 6 of the body to be damped. An object comprised by connecting a plurality of metal bodies, a metal chain, or a metal wire can be used as the suspension member. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种阻尼装置，行人桥和道路桥，能够抵抗由于车辆通过，行走，地震等引起的结构中产生的垂直振动的振动。解决方案：阻尼装置包括弹簧13，弹簧13在下端具有重物14，上部附接到待阻尼的主体的上部构件5，以及从重物14悬挂的悬挂构件13。其特征在于，悬架构件13的下部接触要被阻尼的主体的部件6的上表面。可以使用连接多个金属体，金属链或金属线的物体作为悬架构件。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2007218080A Permeable check dam 有权
标题翻译：透明检查
公开(公告)号：JP2007218080A
公开(公告)日：2007-08-30
申请号：JP2007106959
申请日：2007-04-16
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Sabo Jisuberi Gijutsu Center , 日鐵住金建材株式会社 , 財団法人砂防・地すべり技術センター
发明人： TAKEUCHI DAISUKE , IIDA HISAO , IIDA TAKESHI , MATSUMURA KAZUKI
IPC分类号： E02B7/02
CPC分类号： Y02A50/16
摘要： PROBLEM TO BE SOLVED: To reduce the cross section of a wall body, a girder material or the like and improve the stability or the like in a permeable check dam securing the sand settling capacity in a debris flow by providing the girder materials in an opening part. SOLUTION: The opening part 10 between the wall bodies 2 is set twice or more as large as the maximum flowing-down gravel diameter, and a plurality of the girder materials 3 are vertically disposed at intervals of 1.5 times or less the size of the maximum flowing-down gravel diameter in the downstream side of the opening part 10 and slantly disposed to position in an upstream side as getting vertically upward. The sand gravel in the debris flow is led between the wall bodies and stopped by the girder materials, the sand gravel is settled in a space in the upstream side of the opening part, and the sand settling shape is formed into a gentle slope to reduce a settling sand pressure applied to the girder material. The girder material 3 is detachably attached by embedding a sheath pipe into a hole formed in a wall body and inserting the end of the girder material joined through a joining part into the sheath pipe. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了减少墙体，大梁材料等的横截面，并且通过提供大梁材料来提高固定在泥石流中的砂沉降能力的可渗透检查坝中的稳定性等在开头部分。解决方案：壁体2之间的开口部分10设定为最大流下砾石直径的两倍或更多，并且多个梁材料3以1.5倍或更小的间隔垂直设置在开口部10的下游侧的最大流下砾石直径，并且倾斜地设置成在垂直向上上升时位于上游侧。泥石流中的砂砾被引导在壁体之间并被大梁材料阻挡，砂砾沉积在开口部分的上游侧的空间中，并且沉降形状形成平缓的坡度以减少施加到梁材料的沉降砂压力。通过将鞘管嵌入到形成在壁体中的孔中并将通过接合部连接的梁材的端部插入护套管中，可拆卸地安装梁3。版权所有（C）2007，JPO＆INPIT

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