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1. 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

2. 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

3. 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

4. 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

5. 发明专利

JP2017115391A 鋼製土木構造物の腐食接合部の補修構造及び補修方法审中-公开
公开(公告)号：JP2017115391A
公开(公告)日：2017-06-29
申请号：JP2015250976
申请日：2015-12-24
申请人：日鐵住金建材株式会社 , Nippon Steel & Sumikin Metal Products Co Ltd , 株式会社森林土木施設研究所 , Shinrin Doboku Shisetsu Kenkyusho:Kk
发明人： OSUMI HISASHI , AOKI TAKESHI , KOKURYO HIROSHI , OKANO KIYOTAKA , TOKITA YOICHIRO , TAGUCHI ISAMU
IPC分类号： E02B7/02
摘要：【課題】ボルトの溶断等により鋼製土木構造物の構成部材を損傷したり、鋼製土木構造物に付着した物が落下したりするおそれがない鋼製土木構造物の腐食接合部の補修構造及び補修方法を提供する。【解決手段】鋼製土木構造物D1の腐食接合部の補修構造1であって、腐食劣化した腐食接合部材B’により接合された腐食接合部2と、この腐食接合部2で接合された複数の構成部材に跨って当接する連結鋼材3を備え、この連結鋼材3は、腐食接合部2で接合された前記構成部材(D3,D51,D52)の表面から迂回して所定距離以上離間した離間空間RSと、この離間空間RSを挟んだ位置に設けられた直線状の一対の突端31d,32dと、を有しており、連結鋼材3は、各突端31d,32dが、腐食接合部2で接合された各構成部材の表面に所定距離以上当接しているとともに、当接している各突端31d,32dの両側が、各構成部材に溶接されている。【選択図】図5

6. 发明专利

JP2011094356A Steel slit dam, gravel body capture member for use in the same, and method for attaching the gravel body capture member 审中-公开
标题翻译：钢丝IT AM D D，，BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER BER
公开(公告)号：JP2011094356A
公开(公告)日：2011-05-12
申请号：JP2009248092
申请日：2009-10-28
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 , ETO TOMONORI , KOKURYO HIROSHI , SANO KIYOSHI , TSUTSUI TOMOTERU
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam which can reduce a material cost and reduce the number of operations on a job site for attaching a gravel body capture member to a slit dam body, by reducing the use of a wasteful member to the utmost, when the gravel body capture member is attached to the slit dam body. SOLUTION: This steel slit dam includes: a plurality of supports 11 which are erected in an inclined manner at intervals in the direction of a river width; two guide plates 21 and 23 which are positioned along the axial direction of the supports 11, in the mutually-opposed lateral portions 11a of the plurality of supports 11, and which are arranged almost in parallel at an interval in the flow direction of a river 7; and the gravel body capture member 31 which has both ends 31a arranged between the two guide plates 21 and 23 on both the sides in the direction of the river width. The plurality of gravel body capture members 31 are stacked at vertical intervals via an interval maintaining member 41 which is arranged on at least either of the upper and lower sides thereof. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢缝隙坝，其可以减少材料成本并减少作业现场的操作次数，以将砾石体捕获构件附接到裂缝坝体，通过减少浪费的使用当砾石身体捕获构件附接到裂缝坝体时，成员最大。解决方案：该钢切割坝包括：多个支撑件11，其以沿河流方向的间隔倾斜地竖立; 两个导向板21和23，它们沿着支撑件11的轴向定位在多个支撑件11的相互相对的侧向部分11a中，并且在河流的流动方向上以间隔几乎平行布置 7; 以及在河宽方向的两侧的两个引导板21和23之间具有两端31a的砾石体捕获构件31。多个砾石体捕获部件31通过布置在其上侧和下侧的至少任一侧的间隔保持部件41以垂直间隔堆叠。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2011089393A Erosion control bank and construction method of the same 有权
标题翻译：腐蚀控制银行及其构造方法
公开(公告)号：JP2011089393A
公开(公告)日：2011-05-06
申请号：JP2011022634
申请日：2011-02-04
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： SANO KIYOSHI , KOKURYO HIROSHI , OSUMI HISASHI , HORI KENGO
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide an erosion control bank and a construction method of the erosion control bank, excelling in workability and economical efficiency. SOLUTION: A flange 8b of the upper end of a column member 8 temporarily fixed and erected on the foundation concrete 5 between concrete bank bodies 2, 2 is joined to a flange 8b of a capital section 8a projected downward from a beam member 7a disposed in the crossing direction of a river, and a flange 7f of a beam end member 7b embedded beforehand in the concrete bank body 2 is joined to a flange 7f of the end of the beam member 7a to complete a beam 7, thus constituting a steel slit dam 6. The lower part of the column member 8 is embedded and properly fixed in concrete 5' additionally placed on the foundation concrete 5. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供侵蚀控制库和侵蚀控制库的施工方法，具有优异的可加工性和经济效益。解决方案：临时固定并竖立在混凝土堤体2,2之间的基础混凝土5上的柱构件8的上端的凸缘8b接合到从梁构件向下突出的大写部分8a的凸缘8b 7a，并且预先嵌入混凝土堤体2中的梁端部构件7b的凸缘7f接合到梁构件7a的端部的凸缘7f以完成梁7，从而构成钢制狭缝坝6.柱构件8的下部被嵌入并适当地固定在另外放置在基础混凝土5上的混凝土5'中。（C）2011年，JPO和INPIT

8. 发明专利

JP2010236261A Steel slit dam, and construction method and repairing method for the same 有权
标题翻译：钢丝滑块及其构造方法及其修复方法
公开(公告)号：JP2010236261A
公开(公告)日：2010-10-21
申请号：JP2009085224
申请日：2009-03-31
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 , SANO KIYOSHI , KOKURYO HIROSHI , HORI KENGO , ISHIDA KATSUYA , TAKEDA IPPEI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam that can reduce a bending moment applied to posts in the case of supplying boulder or the like while exhibiting a function of preventing the generation of temperature stress by absorbing the expansion of concrete and a steel material caused through a temperature change. SOLUTION: The steel slit dam includes the posts 11 erected between concrete dam bodies 5 constructed with a space in the width direction of a river; sheath pipes 19 embedded in the dam bodies 5; and cross beams 15 laid between the dam bodies 5, with the ends inserted in the sheath pipes 19, and connected to the posts 11. Space holding members 21 retractably interposed from the opening 19a of the sheath pipe 19 are provided in a clearance 20 between the downstream outer peripheral surface 15b of the cross beam 15 and the downstream inner peripheral surface 19b of the sheath pipe 19. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢制狭缝坝，其可以减少在供应巨石等的情况下施加于柱的弯矩，同时具有通过吸收混凝土的膨胀来防止产生温度应力的功能，以及钢材由温度变化引起。解决方案：钢缝坝包括竖立在混凝土坝体5之间的柱11，该混凝土坝体5在河的宽度方向上构造有空间; 护套管19嵌入在坝体5中; 并且横梁15设置在坝体5之间，其端部插入护套管19中，并连接到支柱11.可从护套管19的开口19a缩回插入的空间保持构件21设置在护套管19的间隙20之间横梁15的下游外周面15b和鞘管19的下游内周面19b。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2009243135A Steel slit dam 有权
标题翻译：钢丝IT
公开(公告)号：JP2009243135A
公开(公告)日：2009-10-22
申请号：JP2008090589
申请日：2008-03-31
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 steel slit dam in which a functional material fitted to a steel unit composed of a pillar and a beam as structural materials has a simple structure to facilitate fitting and separating the functional material to and from the structural material. SOLUTION: The steel slit dam includes a plurality of fitting members 40 projecting in the direction of width of a river from sides of pillars 31 on the upstream side, and a plurality of steel pipe members 50 which are fitted between the upstream side pillars 31 adjacent to each other in the direction of width of the river via the fitting members 40. The steel pipe member 50 has cutout slots 52 formed on its both ends, the cutout slots 52 allowing the fitting members 40 to be inserted therein so that the fitting members 40 are engaged with in-pipe peripheral surfaces on both ends. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢制狭缝坝，其中安装在由柱和梁构成的钢单元上的功能材料作为结构材料具有简单的结构，以便于将功能材料装配和分离结构材料。解决方案：钢槽坝包括沿着上游侧的柱31的侧面沿河流宽度方向突出的多个嵌合构件40，以及多个钢管构件50，其配置在上游侧支柱31经由装配构件40在河流宽度方向上彼此相邻。钢管构件50具有形成在其两端的切口槽52，切口槽52允许装配构件40插入其中，使得装配构件40与两端的管内周面接合。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2009167629A Repairing method for steel slit dam 有权
标题翻译：钢墩修复方法
公开(公告)号：JP2009167629A
公开(公告)日：2009-07-30
申请号：JP2008004553
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 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的上端嵌合的盖主体52，以及安装在插入管51的上端的凸缘53 盖体52安装在埋设钢管17的上端，通过插入管51切割并留在混凝土基座3上，拆卸的钢管单元16或新的钢管单元16连接到凸缘53上修理成员50.版权所有（C）2009，JPO＆INPIT

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