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1. 发明专利

JP2006328658A Mudslide control dam for catching sediment 有权
标题翻译：用于捕获SEDIMENT的MUDSLIDE CONTROL DAM
公开(公告)号：JP2006328658A
公开(公告)日：2006-12-07
申请号：JP2005149916
申请日：2005-05-23
申请人： Sabo Jisuberi Gijutsu Center , 財団法人砂防・地すべり技術センター
发明人： IKETANI HIROSHI , SHIMA JOJI
IPC分类号： E02B7/02
CPC分类号： Y02A50/16
摘要： PROBLEM TO BE SOLVED: To provide a mudslide control dam for catching sediment capable of preventing a sedimentation shoulder closing the bottom opening of the dam from being collapsed and flowing out of the bottom opening such that effects of agitation by water drawn from an auxiliary dam and a falling water flow from the dam do not reach the sedimentation shoulder stopped by the lateral slit of the dam and the sedimentation shoulder is not collapsed.
SOLUTION: This mudslide control dam comprises the dam 2 and the auxiliary dam. The dam 2 comprises an opening part opening from a river bed to a top end. A lattice part 8 to which a plurality of horizontal lateral bars 7 are fixed and having lateral slits 9 is formed in the opening part. A bottom opening 11 is formed between the lattice part 8 and a concrete foundation part 4. The auxiliary dam 3 is installed at a position apart from the downstream face of the dam 2 to the downstream side, and the plurality of vertical slits 12 in the vertical direction are formed at intervals in the river lateral direction. The height of the bottom opening 11 is set lower than the height of the auxiliary dam 3 to set lower (smaller) the height of the bottom opening 11 more than a high water depth when the auxiliary dam 3 is increased in height.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于捕获沉积物的泥石流控制坝，其能够防止沉降肩关闭大坝的底部开口从底部开口中塌陷并流出，从而使得从辅助水坝和水坝下降的水流不会到达由大坝侧裂缝阻挡的沉积台肩，沉降肩不会倒塌。
解决方案：这个泥石流控制坝包括坝2和辅助坝。大坝2包括从河床到顶端开口的开口部分。在开口部分形成有多个水平侧杆7固定且具有横向狭缝9的格子部分8。在格子部分8和混凝土基础部分4之间形成底部开口11.辅助坝3安装在距离坝2的下游面到下游侧的位置，并且多个垂直狭缝12 沿横向方向间隔地形成垂直方向。当辅助水坝3的高度增加时，底部开口11的高度被设定为低于辅助坝3的高度，以使底部开口11的高度比较高的水深更低（更小）。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2004244947A Flooding analyzing system of sediment disaster 有权
公开(公告)号：JP2004244947A
公开(公告)日：2004-09-02
申请号：JP2003036869
申请日：2003-02-14
申请人： Sabo Jisuberi Gijutsu Center , 財団法人砂防・地すべり技術センター
发明人： IKETANI HIROSHI , YOSHIMATSU HIROYUKI , MATSUMURA KAZUKI , YASUDA YUJI , MATSUKI TAKASHI
IPC分类号： E02D17/20
CPC分类号： Y02A50/16
摘要： PROBLEM TO BE SOLVED: To provide a flooding analyzing system of a sediment disaster for highly accurately minimizing influence by an individual difference of an engineer, predicting a maximum range and time progress of flooding close to an actual phenomenon, and evaluating the effect of a sand control facility close to an actual phenomenon.
SOLUTION: This flooding analyzing system of the sediment disaster comprises a first step 1 of making and inputting topographic data, a second step 2 of making and inputting a flow rate hydrograph of fresh water and sediment, a third step 3 of selecting a kind of sediment flooding, a fourth step 4 of inputting and setting a physical parameter and process condition data, a fifth step 5 of numerically analyzing motion of flooding sediment, and a sixth step 6 of outputting an analytical result.
COPYRIGHT: (C)2004,JPO&NCIPI

3. 发明专利

JP2004062367A Mutual report system of sediment disaster information 审中-公开
公开(公告)号：JP2004062367A
公开(公告)日：2004-02-26
申请号：JP2002217591
申请日：2002-07-26
申请人： Sabo Jisuberi Gijutsu Center , Sogo Bosai System Kenkyusho:Kk , 株式会社総合防災システム研究所 , 財団法人砂防・地すべり技術センター
发明人： KIKUI TOSHIHIRO , OGITA MITSUYOSHI , YANAGIMACHI TOSHITERU
IPC分类号： G06Q10/00 , G06Q50/00 , G06Q50/26 , G08B25/10 , G08B25/12 , G06F17/60
CPC分类号： Y02A10/46
摘要： PROBLEM TO BE SOLVED: To provide a sediment disaster information mutual report system capable of positively aiding district residents in warning and evacuating from sediment disaster by sharing the sediment disaster information by the area residents and the administration side such as respective community offices through the Internet to apply synergistic action between "reporting effort" of the administration side and "knowing effect" of the resident side and plainly displaying a foretaste of disasters and occurrence states on the Internet. SOLUTION: The system which is a server prepared on the Internet 1 comprises an information management server 2 for disclosing information concerned with sediment disaster such as landslides and mudflow and terminals connected to the Internet 1 and capable of accessing the server 2 and mutually reporting the information concerned with the sediment disaster. COPYRIGHT: (C)2004,JPO

4. 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

5. 发明专利

JP2003057362A Visual type rainfall intensity meter 审中-公开
标题翻译：视觉类型雨量强度表
公开(公告)号：JP2003057362A
公开(公告)日：2003-02-26
申请号：JP2001249139
申请日：2001-08-20
申请人： Sabo Jisuberi Gijutsu Center , Takuwa Corp , 株式会社拓和 , 財団法人砂防・地すべり技術センター
发明人： SEO KATSUMI , OKUDA MASAHITO
IPC分类号： G01W1/14
CPC分类号： Y02A90/14
摘要： PROBLEM TO BE SOLVED: To observe visually the change with time of rain, and to observe the rainfall intensity and the actual rain in whole without getting wet with the rain even in the case of a continuous heavy rain.
SOLUTION: In this visual type rainfall intensity meter 1, a water-receiving funnel 3 is arranged outdoors, and a rainfall measuring body 7 is provided connectively from the water-receiving funnel 3 through a connection member 5. The rainfall measuring body 7 is characterized by being constituted from a time rainfall reservoir 9 comprising a transparent member equipped with a drain valve 13 on a lower part and having a gradation 11 on the circumferential side, and a valve control part 15 provided below the time rainfall reservoir 9, for controlling opening and closing of the drain valve 13, and by being provided detachably below the valve control part 15, with a cumulative rainfall reservoir 17 comprising a transparent member into which a lower part of the drain valve 13 is inserted from above, having a gradation 19 on the circumferential side.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：观察下雨时间的变化，即使在连续大雨的情况下，也可以观察降雨强度和实际雨水整体而不会下雨。解决方案：在这种视觉型降雨强度计1中，将吸水漏斗3设置在室外，并通过连接构件5从吸水漏斗3连接设置降雨测量体7.降雨测量体7的特征在于通过由时间降水储存器9构成，时间降水储存器9包括在下部具有排水阀13并在周向侧具有灰度11的透明构件，以及设置在时间降雨储存器9下方的阀控制部15，用于控制开口关闭排水阀13，并且通过可拆卸地设置在阀控制部15的下方，具有包括透明构件的累积降雨储存器17，排水阀13的下部从上方插入到该透明构件中，具有渐变19 周边。

6. 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

7. 发明专利

JP2008198073A System for supporting determination of evacuation call 有权
标题翻译：支持取消呼叫的决定系统
公开(公告)号：JP2008198073A
公开(公告)日：2008-08-28
申请号：JP2007034684
申请日：2007-02-15
申请人： Sabo Jisuberi Gijutsu Center , 財団法人砂防・地すべり技術センター
发明人： IKETANI HIROSHI , KIKUI TOSHIHIRO , MIYASE MASAYUKI , KATO MASAAKI
IPC分类号： G08B25/00 , G08B21/10
摘要： PROBLEM TO BE SOLVED: To overcome the problem that, in the conventional prediction information for a dangerous degree of the occurrence of a landslide disaster, a detailed specification of the occurrence part is difficult or the accuracy of the dangerous degree prediction information is not always satisfactory in many cases, and the evacuation orders have not been issued by mayors, town managers or village headmen.
SOLUTION: A system includes: a means 1 for setting an evacuation unit as pre-information before the occurrence of rainfall; a means 2 for setting a dangerous degree level based on the rainfall; a means 3 for setting a dangerous degree level based on a precursory phenomenon; and a means 4 for setting a general dangerous degree level obtained by combining the dangerous degree level based on the precursory phenomenon and the dangerous degree level based on the rainfall. After the occurrence of rainfall, a dangerous degree level display 8 is performed by using an evaluation 7 of the general dangerous degree level which is obtained by combining an evaluation 5 of the dangerous degree level based on the rainfall information with an evaluation 6 of the dangerous degree level based on the precursory phenomenon.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了克服在滑坡灾害发生危险程度的传统预测信息中，出现部分的详细规格困难，危险度预测信息的准确性为在许多情况下并不总是令人满意，市长，镇长或村长都没有发出撤离令。解决方案：一种系统包括：一个装置1，用于在疏散发生之前将疏散单元设置为预先信息; 一种基于降雨设定危险度水平的手段2; 一种基于前兆现象确定危险程度的手段3; 以及用于设定基于前兆现象的危险程度等级和基于降雨的危险程度等级获得的一般危险程度水平的装置4。降雨发生后，通过使用通过将危险度等级的评价5与降雨信息进行综合而得到的一般危险度级别的评价7与危险度的评价6进行危险度度显示8 基于前兆现象的学位水平。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2004316081A Mudflow type debris flow catching erosion control dam 有权
公开(公告)号：JP2004316081A
公开(公告)日：2004-11-11
申请号：JP2003107358
申请日：2003-04-11
申请人： Sabo Jisuberi Gijutsu Center , 財団法人砂防・地すべり技術センター
发明人： MATSUMURA KAZUKI , SHIMA JOJI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To realize a mudflow type debris flow catching erosion control dam having a catching function against a debris flow without formation of a front head and a debris flow composed of fine-grained earth and sand, capable of preventing secondary movement of the earth and sand once caught and enabling an easy removal of earth and sand sedimenting before a debris flow is generated .
SOLUTION: An opening section 5 remains only in the lower part of an upstream side opening of a slit 3 of the mudflow type debris flow catching erosion control dam 1, and a blocking plate 4 for blocking the upstream side opening is provided. A mount 9 is provided to a concrete foundation section 6 in the slit 3 at a location in the downstream side of the opening section 5, and one, two or more trenches 10 passing through the upstream side and the downstream side are provided to the mount 9.
COPYRIGHT: (C)2005,JPO&NCIPI

9. 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

10. 发明专利

JP2009243196A Earth and sand capture structure and erosion control dam 有权
标题翻译：地震与结构控制与防护控制
公开(公告)号：JP2009243196A
公开(公告)日：2009-10-22
申请号：JP2008092494
申请日：2008-03-31
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Sabo Jisuberi Gijutsu Center , 財団法人砂防・地すべり技術センター
发明人： SHIMA JOJI , TSURUMI AKITOSHI , WADA HIROSHI , YOSHIDA KAZUO
IPC分类号： E02B7/02
CPC分类号： Y02A50/16
摘要： PROBLEM TO BE SOLVED: To provide an earth and sand capture structure and an erosion control dam capable of securing sufficient construction space while reducing moments and axial forces generated at a combining part of each member due to temperature changes.
SOLUTION: The earth and sand capture structure 1000 comprises a framework structure 100 to be fixed to a foundation 9 and a plurality of horizontal frames 6 installed to the framework structure 100. The framework structure 100 comprises a vertically raised upstream column 1; an intermediate column 2 and a downstream column 3 tiled to the upstream side; and an upstream horizontal beam 4 and a downstream tiled beam 5 fixed to the intermediate column 2 and the downstream column 3. A bent part 45 at which the horizontal beam 4 and the tiled beam 5 are joined to each other is positioned between the upstream column 1 and the intermediate column 2.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够确保足够的结构空间的砂土捕集结构和侵蚀控制坝，同时减少由于温度变化在每个构件的组合部分产生的力矩和轴向力。解决方案：砂土捕集结构1000包括框架结构100，其被固定到基座9和安装到框架结构100上的多个水平框架6.框架结构100包括垂直升高的上游柱1; 中间塔2和平铺于上游侧的下游塔3; 以及固定在中间塔2和下游塔3上的上游水平梁4和下游平铺梁5.将水平梁4和平铺梁5彼此接合的弯曲部分45位于上游柱 1和中间栏2.版权所有（C）2010，JPO＆INPIT

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