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1. 发明专利

JP2009270333A Steel slit dam and its repair method 有权
标题翻译：钢丝墩及其修理方法
公开(公告)号：JP2009270333A
公开(公告)日：2009-11-19
申请号：JP2008121563
申请日：2008-05-07
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： OSUMI HISASHI , ETO TOMONORI , KOKURYO HIROSHI , SANO KIYOSHI , SHIMA JOJI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam facilitating repair work even if a member for easily catching medium and small gravel is damaged and cutting down a repair cost in the case of mounting such a member to a slit dam body and furthermore minimizing the use of a useless material. SOLUTION: The steel slit dam comprises: a plurality of column members 31 provided at spaces in the width direction and flow direction of a river; a plurality of depth members 34, 35 provided over the upper parts of the plurality of column members 31 spaced in the flow direction; receiving members 43 mounted along the axial direction of the depth members 34, 35; and horizontal members 41 laid between the plurality of depth members 34, 35 so that the ends 41a are arranged between the plurality of spacers 45 in the receiving members 43. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使在将这种构件安装到狭缝坝主体的情况下，即使用于容易地捕获中小砾石的构件被损坏并且降低维修成本，也提供便于维修工作的钢缝隙坝，此外最小化无用材料的使用。解决方案：钢槽坝包括：设置在河流的宽度方向和流动方向上的空间处的多个柱构件31; 设置在沿着流动方向间隔开的多个柱构件31的上部的多个深度构件34,35; 沿深度构件34,35的轴向安装的容纳构件43; 以及放置在多个深度构件34,35之间的水平构件41，使得端部41a布置在接收构件43中的多个间隔件45之间。（C）版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2008266981A Steel slit dam 有权
标题翻译：钢丝IT
公开(公告)号：JP2008266981A
公开(公告)日：2008-11-06
申请号：JP2007110875
申请日：2007-04-19
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： KOKURYO HIROSHI , SANO KIYOSHI , HORI KENGO , OSUMI HISASHI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To effectively prevent debris flow and raft produced in a river from flowing to the downstream side of the river, while reducing the construction cost. SOLUTION: This steel slit dam is disposed between concrete side parts 2 formed on both riverbanks of a river 10 in the river width direction. The steel slit dam comprises steel tube columns vertically installed at predetermined intervals in the river width direction; steel tube beams 13, 14 having both ends buried in the side parts formed on both riverbanks of the river in the river width direction and installed between the side parts 2, while crossing the steel tube columns; and branched steel tubes 32, 42 branched and extending from the steel tube columns in the river width direction, at intervals in the vertical direction and made with reduced diameter than those of the steel tube columns and the steel tube beams 13, 14. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：有效防止河流中产生的泥石流和河流流入河流下游，同时降低施工成本。解决方案：该钢切割坝设置在形成在河流宽度方向上的河道10的两条河岸上的混凝土侧部2之间。钢缝坝包括沿河宽方向以预定间隔垂直安装的钢管柱; 钢管梁13,14两端埋设在沿河宽方向形成在两条河岸上的侧部，并安装在侧部2之间，同时穿过钢管柱; 以及从钢管柱沿河流宽度方向分支延伸的分支钢管32,42，在垂直方向上间隔开，并且直径比钢管柱和钢管梁13,14的直径减小。
版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2007051496A Steel frame structure 有权
标题翻译：钢框架结构
公开(公告)号：JP2007051496A
公开(公告)日：2007-03-01
申请号：JP2005238443
申请日：2005-08-19
申请人： Hoei Koki:Kk , Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社 , 株式会社宝永工機
发明人： OSUMI HISASHI , AOKI TAKESHI , KATO TAKAAKI , TAMEDA SHUJI
IPC分类号： E02B3/08 , E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a steel frame structure which eliminates a risk that a net-like body of an expanded metal etc. may inhibit the rotational performance of a steel frame. SOLUTION: In this steel frame structure, the many cubic lattice-shaped steel frames 1 are horizontally and continuously provided by using columnar materials 3(4) which are provided at longitudinal and horizontal intervals, front and rear horizontal beams which are connected to the column materials so as to be turnable, and a longitudinal depth material which is fixed to the front and rear columnar materials 3(4); many screen materials 2 are mounted at intervals on a surface which is positioned outside each of the cubic lattice-shaped steel frame, a net body is arranged inside the steel frame in such a manner as to be supported inside the front beam, the rear beam or the screen material 2, a filler is internally infilled, and the steel frame is displaced while following ground deformation. A split net body 33a is arranged in each split part formed by splitting one section into a plurality of parts in the one section surrounded by the two front column materials adjacent to each other, and upper and lower front beam materials 7. Only one place of an intermediate part of the split net body 33a is connected to the screen material 2. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢框架结构，其消除了金属网等的网状体可能抑制钢框架的旋转性能的风险。解决方案：在这种钢框架结构中，通过使用纵向和横向间隔设置的柱状材料3（4），许多立方格子状钢框架1水平连续地设置，前后水平梁被连接和柱状材料，以便可转动;以及纵向深度材料，其固定在前后柱状材料3（4）上; 许多屏蔽材料2间隔地安装在位于立方格子状的钢框架的每一个外侧的表面上，网体布置在钢框架的内部，以便支撑在前梁内，后梁或筛网材料2，内部填充填料，并且钢框架在接地变形时移位。分割网体33a布置在每个分割部分中，其通过将一个部分分成由彼此相邻的两个前柱材料包围的一个部分中的多个部分以及上部和前部前梁材料7而形成。仅一个位置分割网体33a的中间部分连接到筛网材料2.版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2014177792A Linkage structure and linkage method of steel sheet pile used for outer wall of dam body 有权
标题翻译：用于外墙外墙钢板的连接结构与连接方法
公开(公告)号：JP2014177792A
公开(公告)日：2014-09-25
申请号：JP2013051508
申请日：2013-03-14
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OSUMI HISASHI , CHIHARA MAKOTO , SAKURAI KEN , TSUTSUI TOMOTERU
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a linkage structure of a steel sheet pile used for an outer wall of a dam body, for enabling an angle change in the steel sheet pile in response to a grade change of the dam body, when using the steel sheet pile for the outer wall.SOLUTION: A linkage structure 5 of the steel sheet pile is used for an outer wall 2 of a dam body 1 having a grade change part P changing in a grade, and comprises a plurality of first lower stage steel sheet piles 61 having the upper end arranged in the substantially same height as the grade change part P, a plurality of bending steel sheet piles 7 having a bending part U linked between the first lower stage steel sheet piles 61 and bent in the extension direction, a second lower stage steel sheet pile 62 linked between the first lower stage steel sheet piles 61 and linked to the lower end of the bending steel sheet piles 7 and a first upper stage steel sheet pile 81 linked between the bending steel sheet piles 7 and having its lower end linked to the upper end of the first lower stage steel sheet piles 61 in the grade change part P, and the bending steel sheet piles 7 are the substantially same length in the length up to the lower end from the bending part U to the difference length between the grade change part P and the upper end of the second lower stage steel sheet pile 62.
摘要翻译：要解决的问题：为了提供用于坝体外壁的钢板桩的连杆结构，为了使钢板桩的角度变化能够响应于坝体的等级变化，当使用钢用于外壁的片桩。解决方案：将钢板桩的连杆结构5用于具有等级变化的坡度变化部分P的坝体1的外壁2，并且包括多个第一下层钢具有与坡度变化部P大致相同高度的上端的板桩61，具有连结在第一下层钢板桩61之间并沿延伸方向弯曲的弯曲部U的多个弯曲钢板桩7，连接在第一下段钢板桩61上并与弯曲钢板桩7的下端连接的第二下段钢板桩62和连接在弯曲钢板桩7之间的第一上段钢板桩81，具有一世并且弯曲钢板桩7的长度从弯曲部U到下端的长度大致相同，并且，弯曲钢板桩7的下端与第一下阶段钢板桩61的上端相连，坡度变化部P与第二下段钢板桩62的上端的差距。

5. 发明专利

JP2009270257A Steel slit dam 审中-公开
标题翻译：钢丝IT
公开(公告)号：JP2009270257A
公开(公告)日：2009-11-19
申请号：JP2008118771
申请日：2008-04-30
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： OSUMI HISASHI , ETO TOMONORI , KOKURYO HIROSHI , SANO KIYOSHI , SHIMA JOJI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam hardly influenced by temperature stress even in the case of mounting a slit dam body with members for easily catching medium and small gravel, and facilitating repair work of the members when damaged. SOLUTION: The steel slit dam comprises a plurality of steel pipe members 30 provided almost parallel with one another at spaces in a river width direction; receiving members 43 mounted along the axial direction of the steel pipe members; a plurality of spacers 45 arranged at spaces in the axial direction of the steel pipe members 30, with the upper side having flange parts 46 and with the lower side fixed onto the receiving members 43; horizontal members 41 laid between the plurality of steel pipe members 30 so that ends 41a are arranged between the plurality of spacers on the receiving members 43; and a cover member 49 arranged over the flange parts 46 of the plurality of spacers so as to hold the ends 41a of the horizontal members 41 between itself and the receiving members 43. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供几乎不受温度胁迫影响的钢缝隙，即使在安装具有易于捕获中小砾石的构件的狭缝坝体的情况下，并且便于损坏时构件的修理工作。解决方案：钢槽坝包括在河流宽度方向的空间处彼此平行设置的多个钢管构件30; 沿着钢管构件的轴向安装的接收构件43; 多个间隔件45，其设置在钢管构件30的轴向的空间上，上侧具有凸缘部46，下侧固定在容纳构件43上; 水平构件41布置在多个钢管构件30之间，使得端部41a布置在接收构件43上的多个间隔件之间; 以及布置在多个间隔件的凸缘部分46上方以便将水平构件41的端部41a保持在其自身与接收构件43之间的盖构件49.版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2009167628A Repairing method for steel slit dam 有权
标题翻译：钢墩修复方法
公开(公告)号：JP2009167628A
公开(公告)日：2009-07-30
申请号：JP2008004552
申请日：2008-01-11
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OSUMI HISASHI , KOKURYO HIROSHI , SANO KIYOSHI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a repairing method for a steel slit dam, more efficiently performing replacement work for a damaged steel slit dam. SOLUTION: A steel pipe unit 16 at least connected to a damaged buried steel pipe 17 is detached from the buried steel pipe 17, and a lower part from a damaged portion in the buried steel pipe 17 is cut. A repairing member 50 including an insert pipe 51 having an outside diameter under the inside diameter of the buried steel pipe 17, a cap body 52 fitted to the upper end of the insert pipe 51 and having a diameter exceeding the inside diameter of the buried steel pipe 17, and a flange 53 fitted to the upper end of the cap body 52 is mounted on the upper end of the buried steel pipe 17 cut and left on a concrete foundation 3 through the insert pipe 51, and the detached steel pipe unit 16 or a new steel pipe unit 16 is connected to the flange 53 in the repairing member 50. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供钢缝坝的修复方法，更有效地执行损坏的钢筋坝的替换工作。解决方案：至少连接到损坏的埋钢管17的钢管单元16从掩埋钢管17拆下，并且从埋设钢管17的损坏部分切下下部。包括在埋设钢管17的内径以下的外径的插入管51的修理构件50，与插入管51的上端嵌合的直径超过埋入钢的内径的盖体52 管17和安装在盖主体52的上端的凸缘53安装在埋设钢管17的上端，并通过插入管51被切割并留在混凝土基座3上，而拆卸的钢管单元16 或新的钢管单元16连接到修理构件50中的凸缘53上。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2015028253A 漂流物捕捉柵及びその組立方法有权
标题翻译：捕获技术及其组装方法
公开(公告)号：JP2015028253A
公开(公告)日：2015-02-12
申请号：JP2013157705
申请日：2013-07-30
申请人：日鐵住金建材株式会社 , Nippon Steel & Sumikin Metal Products Co Ltd
发明人： OSUMI HISASHI , KAWABATA NORIYUKI
IPC分类号： E02B3/06 , E02B1/00
摘要：【課題】津波や洪水等に伴い流出する流木や瓦礫等の漂流物を捕捉することで、漂流物によるタンク等の建造物の破壊や人的被害を防止しつつ、当該建造物に対して重機等を近づけて作業も可能なように、柵の着脱を容易に行うことが可能な漂流物捕捉柵を提供する。【解決手段】間隔を空けて立設される支柱3間に複数のワイヤ41を上下に並列させたワイヤパネル4が取り付けられた漂流物捕捉柵であって、支柱3は、隣接する他の支柱3との間で相対するように設けられた支柱嵌合部32を有し、ワイヤパネル4は、ワイヤ41の両端に金具嵌合部42が設けられ、金具嵌合部42を上記相対する支柱嵌合部32にそれぞれ嵌合させることで支柱3に取り付けられてなることを特徴とする。【選択図】図3
摘要翻译：要解决的问题：提供一种用于容易地安装/拆卸栅栏的漂移捕获栅栏，以便通过将重型机器接近建筑结构（例如水箱）来实现均匀的工作，同时防止建筑结构的破坏和人造成的损坏通过捕获漂移，漂移如漂浮的木材和由海啸和洪水流出的瓦砾。解决方案：漂移捕获栅栏通过安装垂直并置多条金属丝41的线材板4来提供，该线材4竖立在间隔。柱3包括相邻设置在相邻的其他柱3之间的柱配合部32，并且通过将金属配件配件部42分别安装到相对的列配合部32上而将线板4安装在支柱3上，通过提供金属配件在线41的两端配合部件42。

8. 发明专利

JP2013185307A Repair structure of infilling structure and protective body attaching metal fitting used for the same 有权
标题翻译：吸附结构的修复结构和连接金属接头的保护体
公开(公告)号：JP2013185307A
公开(公告)日：2013-09-19
申请号：JP2012048875
申请日：2012-03-06
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OSUMI HISASHI
IPC分类号： E02B3/08 , E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a repair structure of an infilling structure and a protective body attaching metal fitting used for it.SOLUTION: An infilling structure 22 includes a steel frame 32 having steel column materials 1 arranged at an interval in a right-left direction and a front-back direction, horizontal screen materials 4 for connecting the column materials 1 adjacent to each other in the right-left direction and girth 33 for connecting the column materials adjacent to each other in the front-back direction, and an infilling material is filled inside the steel frame 32. At the respective column materials 1 adjacent to each other at an interval in the right-left direction, protective body attaching metal fittings 7 having holding means on one end side and having a protective body attaching part 8 on the other end side are disposed so as to face other respectively, the protective body attaching metal fittings 7 are attached to the column materials 1 respectively so as to hold the column materials 1 by the holding means 1, a protective body 20 for repair is disposed so as to cover the front surface side of the horizontal screen material 4 over the protective body attaching parts 8 of the respective protective body attaching metal fittings 7 adjacent to each other so as to face each other, and a protective body 29 is attached to the protective body attaching parts 8 of the respective protective body attaching metal fittings 7.
摘要翻译：要解决的问题：提供填充结构的修复结构和用于其的保护体附接金属配件。解决方案：一种填充结构22包括钢框架32，钢框架32具有以左右间隔布置的钢柱材料1 方向和前后方向，用于连接在右左方向上彼此相邻的柱材料1的水平筛网材料4和用于连接沿前后方向彼此相邻的柱材料的环形部33和填充物材料填充在钢框架32的内部。在左右方向的间隔彼此相邻的各列材料1上，具有保持装置的保护体附接金属配件7在一端侧具有保护体附着部8 在另一端分别设置为面对其另一端侧，保护体附接金属配件7分别附接到柱材料1，以便于ho 通过保持装置1对柱材料1进行修理，设置用于修复的保护体20，以覆盖相邻的保护体附着金属配件7的保护体附着部8上的水平丝网材料4的前表面侧彼此相对，并且保护体29附接到各个保护体附接金属配件7的保护体安装部8。

9. 发明专利

JP2012207373A Steel slit dam 有权
标题翻译：钢丝IT
公开(公告)号：JP2012207373A
公开(公告)日：2012-10-25
申请号：JP2011071521
申请日：2011-03-29
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： EMORI RYOSUKE , KAWABATA NORIYUKI , HORI KENGO , OSUMI HISASHI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam greatly excellent in workability and economical efficiency, including self-standing steel pipe materials which can be constructed without welding work for mounting flanges thereon.SOLUTION: A steel slit dam 11 comprises a plurality of self-standing chevron steel pipe materials 10 each of which has an upstream-side steel pipe material 1 and a downstream-side steel pipe material 2 assembled via a girth 3 in a shevron-shape inclining to the flowing direction of river water and installed on a concrete foundation 9, and which are installed at spaces in a direction perpendicular to the flowing direction of the river water. The girth 3 has an upper end integrally joined to the upper end of the upstream-side steel pipe material 1 at a shevron apex angle with welding work, and the downstream-side steel pipe material 2 has an upper portion on the inner face of which a protrusion and a reinforcement are provided and in which concrete 8 can be filled. Into the upper end opening of the downstream-side steel pipe material 2, the lower end of the girth 3 is inserted, and then buried and joined with the concrete 8 filled therein.
摘要翻译：要解决的问题：为了提供一种非常优异的加工性和经济效益的钢缝隙，包括可以在不进行用于在其上安装凸缘的焊接工作的情况下构建的自立式钢管材料。解决方案：钢槽坝11包括多个独立的人字形钢管材料10，每个都具有上游侧钢管材料1和下游侧钢管材料2，该下游侧钢管材料2经由周长3组装在河水形状向河水流动方向倾斜，并安装在混凝土基础9上，并安装在与河水流动方向垂直的方向的空间。环3具有上端侧钢管材1的上端以焊接作业的山梨角顶角一体地接合的上端，下游侧钢管材料2的内表面的上部提供突起和加强件，并且其中可以填充混凝土8。向下游侧钢管材料2的上端开口插入环状3的下端，然后将其与填充的混凝土8进行埋设接合。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2012112155A Vehicle forced stopping device 有权
标题翻译：车辆强制停车装置
公开(公告)号：JP2012112155A
公开(公告)日：2012-06-14
申请号：JP2010261067
申请日：2010-11-24
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OSUMI HISASHI , HATOMOTO TATSUYUKI , SAKURAI KEN
IPC分类号： E01F13/02
摘要： PROBLEM TO BE SOLVED: To provide a vehicle forced stopping device for forcibly stopping a suspicious vehicle illegally approaching a specific facility or a place.SOLUTION: A vehicle forced stopping device comprises: a crash-receiving unit 4 formed by connecting between upper portions of two steel pipe columns 2 disposed in parallel by a transverse connection steel pipe 3 disposed in a horizontal transverse direction; and a crash-receiving frame body 6 formed by connecting between mutually facing upper portions of the steel pipe columns 2 of the crash-receiving unit 4 disposed in parallel by longitudinal connection steel pipes 5 disposed in a horizontal longitudinal direction, respectively. The steel pipe columns 2 on a vehicle crash side, constituting the crash-receiving frame body 6 have reaction force receiving steel pipes 7 extending toward a vehicle entering direction on a road surface connected thereto, respectively, and at least front portions of the reaction force receiving steel pipes 7 are connected with each other by a bottom connection steel pipe 8.
摘要翻译：要解决的问题：提供一种强制停止非法接近特定设施或场所的可疑车辆的车辆强制停止装置。解决方案：车辆强制停止装置包括：碰撞接收单元4，通过连接两个钢管柱2的上部形成，两个钢管柱2由横向连接钢管3设置在水平横向上并联设置; 以及碰撞接收框架体6，其通过分别设置在水平纵向方向上的纵向连接钢管5并联设置的碰撞接收单元4的钢管柱2的相互面对的上部相互连接而形成。构成碰撞接收框体6的碰撞侧的钢管柱2分别具有反力接收钢管7，其分别在与其连接的路面上朝向车辆进入方向延伸，并且反作用力的至少前部接收钢管7通过底部连接钢管8彼此连接。版权所有（C）2012，JPO＆INPIT

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