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公开(公告)号：JP2012198652A
公开(公告)日：2012-10-18
申请号：JP2011061236
申请日：2011-03-18
发明人： OSHIMA REIJI , OKAZAKI KOTA , IWASA NAOTO , KAJIMURA NORIHIKO
摘要： PROBLEM TO BE SOLVED: To preferentially dispatch flood alarm to a place where flood occurs with the highest possibility in the case of suppressing a flood disaster.SOLUTION: Each of a plurality of peripheral installation bodies 3 installed in the periphery of a central installation body 2 as a center detects weather data in the installation place, and predicts whether or not a heavy rain falls in the installation place on the basis of the detected weather data, and when predicting a heavy rainfall in the installation place, transmits risk notification information for notifying the degree of risk. When receiving the risk notification information from the peripheral installation body 3, the central installation body 2 dispatches flood alarm to the periphery.
摘要翻译： 要解决的问题：要在洪灾发生的地方优先发送洪水报警，在发生洪灾的情况下，可能性最大。 安装在作为中心的中央安装体2的周围的多个周边安装体3中的每一个检测安装地点的天气数据，并且预测大雨是否落在安装地点的安装位置 检测到的天气数据的基础，并且在预测安装场所的大雨时，传送风险通知信息以通知风险程度。 当从外围设备主体3接收到风险通知信息时，中央安装体2向周边分配洪水报警。 版权所有（C）2013，JPO＆INPIT
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公开(公告)号：JP2011185860A
公开(公告)日：2011-09-22
申请号：JP2010053474
申请日：2010-03-10
发明人： IWASA NAOTO , IKEDA TAKEO , IWATA MASASHI , IWAKI AKIMITSU
摘要： PROBLEM TO BE SOLVED: To provide a slope stabilization system which simplifies countermeasure works according to the situation of existing slope to reduce a risk of slope failure occurrence if only a little, while minimizing a damage in case of slope failure, and also allows residents to take appropriate action if the possibility of slope failure increases.
SOLUTION: The slope stabilization system constructs a slope stabilization structure, which effectively can exert resistance in association with movement of soil mass on slope to minimize moving level of the unstable soil mass, on the slope. In this case, construction work is made at a factor of safety Fs exceeding 1.0 and lower than 1.2. A displacement sensor is installed in a slope stabilization member body composing the slope stabilization structure, a hazard signal sending means which sends out hazard signal based on any signal sensed by the displacement sensor when the soil mass on the affected slope has moved is prepared, and a hazard signal receiving means for receiving transmission data outputted from this hazard signal sending section is also prepared.
COPYRIGHT: (C)2011,JPO&INPIT摘要翻译： 要解决的问题：提供一种斜坡稳定系统，根据现有坡度的情况简化对策工作，以减少边坡破坏发生的风险，同时尽量减少边坡破坏情况下的破坏，同时 允许居民采取适当行动，如果斜坡失败的可能性增加。 解决方案：边坡稳定系统构造了一个斜坡稳定结构，可以有效地施加与坡体上土体运动相关的阻力，最大限度地减少坡体不稳定土体的运动水平。 在这种情况下，施工工作的安全系数Fs超过1.0，低于1.2。 位移传感器安装在构成斜坡稳定结构的斜坡稳定构件主体中，危险信号发送装置准备了当受影响的斜坡上的土体移动时，基于位移传感器感测到的任何信号发出危险信号;以及 还准备了用于接收从该危险信号发送部分输出的发送数据的危险信号接收装置。 版权所有（C）2011，JPO＆INPIT
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3.发明专利Prevention fence for falling rock, structure including the same and method for constructing the prevention fence 有权防止岩石的防护，包括其中的结构和构造防护技术的方法
公开(公告)号：JP2010133248A
公开(公告)日：2010-06-17
申请号：JP2010028559
申请日：2010-02-12
申请人： Kappaa Herishiizu Kenkyusho:Kk , Koiwa Kanaami Co Ltd , Nippon Steel & Sumikin Metal Products Co Ltd , Nippon Steel Corp , Taihei Seisakusho:Kk , 小岩金網株式会社 , 新日本製鐵株式会社 , 日鐵住金建材株式会社 , 有限会社カッパー・ヘリシーズ研究所 , 株式会社大平製作所
发明人： KINOSHITA MASATAKA , SUGIMOTO MASAKAZU , YOSHIMURA YASUTSUGU , KATSURA NOBUHIKO , TSUTSUMINO TAKEMI , KOBAYASHI SHUNICHI , IWASA NAOTO , HORI KENGO , ISHIDA KATSUYA
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To exhibit an excellent shock-absorbing performance while enabling an efficient and simple construction. SOLUTION: A prevention fence for falling rocks, which receives the falling rocks is composed as follows. A hollow columnar body 20 includes net members 25 vertically and laterally combining linear elements formed in a spiral shape, wherein the outer diameter of the spiral is approximately doubles the diameter of the linear element, and is capable of self-holding the shape. A plurality of the hollow columnar bodies 20 without arranging the linear elements in the vertical direction are arranged so that mutual side ends 26 are superposed in the direction of extension at the net part configuring the side end of the hollow columnar body 20. Furthermore, the hollow columnar bodies 20 are connected to each other by adding spiral linear elements 55 for connection to the net members 25 of the side ends 26. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译： 要解决的问题：具有优异的减震性能，同时实现高效简单的结构。 解决方案：接收坠落岩的落石防护围栏组成如下。 中空柱状体20包括网状构件25，其垂直和横向地组合形成为螺旋形状的线性元件，其中螺旋形的外径将线性元件的直径大致加倍，并且能够自我保持该形状。 多个没有在上下方向排列线状元件的中空柱状体20配置成使得相互的侧端26在构成中空柱状体20的侧端的网状部分的延伸方向上重合。而且， 空心圆柱体20通过添加用于连接到侧端26的网构件25的螺旋线性元件55彼此连接。版权所有（C）2010，JPO＆INPIT
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公开(公告)号：JP2009030274A
公开(公告)日：2009-02-12
申请号：JP2007193304
申请日：2007-07-25
发明人： IWASA NAOTO , YURA SHIGEO , HORI KENGO , OSUMI HISASHI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a permeable check dam excelling in workability while reducing a construction cost, facilitating restoration work and having excellent energy absorbing performance even with simple constitution. SOLUTION: The permeable check dam comprises at least two structures 11 erected at a space in the width direction of a river W, and at least one bar-like body 12 extended between the structures 11 in a state of being curved downstream of the river W. Since the bar-like body 12 is extended curved downstream, when impact force is applied to the bar-like body 12 by a collision with boulder flowing down the river W, resistance force by pulling the bar-like body 12 is exhibited to the maximum to catch the boulder. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译： 要解决的问题：为了提供可操作性优异的渗透性检查坝，同时降低施工成本，便于恢复工作，并且即使以简单的结构也具有优异的能量吸收性能。 解决方案：可渗透的检查坝包括竖立在河流W的宽度方向上的空间中的至少两个结构11，以及至少一个在结构11之间延伸的条形体12， 由于杆状体12在下游延伸弯曲，当通过与沿河W流动的石块碰撞而对棒状体12施加冲击力时，拉杆状体12的阻力为 展示最大的抓住巨石。 版权所有（C）2009，JPO＆INPIT
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公开(公告)号：JP2008115544A
公开(公告)日：2008-05-22
申请号：JP2006297281
申请日：2006-11-01
发明人： IWASA NAOTO , IKEDA TAKEO , MITSUHASHI TAKAO , ISHIKAWA KOSUKE
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a natural slope stabilizing method which can effectively prevent the outflow of sediment from a depression when the depression is formed in a natural slope. SOLUTION: In this natural slope stabilizing method, a bearing member 2, which is mounted on the head of each anchor 1 installed on the natural slope, is fastened, and the anchors 1 are connected together by means of a wire rope 3. In a location where the depression 13 is provided in a portion along the wire rope 3, a member for preventing the outflow of the sediment, for example, a rod-like member 11 is arranged along the wire rope 3, and held on a ground surface. Since the rod-like member 11 is arranged in such a manner as to fill the depression between the anchors, the action of preventing the outflow of the sediment can be effectively exerted on the depression even if the rope is lifted in the air. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译： 要解决的问题：提供一种天然的坡度稳定方法，其可以有效地防止当在自然斜坡中形成凹陷时沉积物从凹陷中流出。 解决方案：在这种自然的坡度稳定方法中，安装在安装在自然斜坡上的每个锚固件1的头部上的支承构件2被紧固，锚固件1通过钢丝绳3连接在一起 在沿着钢丝绳3的部分设置凹部13的位置，沿着钢丝绳3配置防止沉淀物例如杆状部件11流出的部件，并保持在 地面。 由于棒状构件11以填充锚固件之间的凹部的方式布置，所以即使绳索在空气中提升，也能够有效地将抑制沉积物流出的动作施加在凹部上。 版权所有（C）2008，JPO＆INPIT
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公开(公告)号：JP2007262734A
公开(公告)日：2007-10-11
申请号：JP2006088399
申请日：2006-03-28
发明人： IWASA NAOTO , MITSUHASHI TAKAO , KATO TAKAAKI , IKEDA TAKEO , TAMAKI KATSUHIKO
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To effectively produce a slope stabilizing effect by a wire rope. SOLUTION: In a natural slope stabilizing method, a large number of anchors 1 are installed on a natural slope in triangular arrangement so as to be located at the vertexes of triangles each having one side formed in an inclined direction of the slope, and a bearing plate 3 is mounted to each anchor 1 and fastened to apply bearing pressure to the ground. The heads of the respective anchors 1 are connected by the wire rope 2 to provide connection between the anchor heads at least in the vertical direction of the slope. After connecting the respective anchor heads by the wire rope 2, the tensile force of the wire rope is measured using a tensimeter detachable from the wire rope, to correct the tensile force of the wire rope. Since the initial tension of the wire rope is corrected while being measured by the tensimeter, appropriate initial tension can be set for the construction field and construction conditions, and the slope stabilizing effect by the wire rope can be effectively produced. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译： 要解决的问题：通过钢丝绳有效地产生坡度稳定效果。 解决方案：在自然坡度稳定方法中，大量的锚固装置1安装在三角形排列的自然斜坡上，以便位于具有沿倾斜方向形成的一侧的三角形的顶点处， 并且支承板3安装到每个锚固件1上并被紧固以将承受压力施加到地面。 各个锚固件1的头部通过钢丝绳2连接，以至少在斜面的垂直方向上提供锚固头之间的连接。 在通过钢丝绳2连接相应的锚头之后，使用从钢丝绳可拆卸的张力器测量钢丝绳的拉力，以校正钢丝绳的拉力。 由于钢丝绳的初始张力在通过张力计测量的同时被校正，因此可以对施工现场和施工条件设定适当的初始张力，并且可以有效地产生钢丝绳的坡度稳定效果。 版权所有（C）2008，JPO＆INPIT
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7.发明专利
公开(公告)号：JP2014074295A
公开(公告)日：2014-04-24
申请号：JP2012222198
申请日：2012-10-04
发明人： IWASA NAOTO , HIGUCHI KEI
IPC分类号： E02D17/20
CPC分类号： G01B21/32 , E02D17/20 , G01L5/0004
摘要： PROBLEM TO BE SOLVED: To integrate a reinforcing-bar distortion detection structure capable of detecting clod movement on a slope with high sensitivity into a cylindrical reinforcing-bar when performing reinforcing-bar insertion work using the cylindrical reinforcing-bar.SOLUTION: In a hollow sensor rod 5, a small diameter part 7 and a large diameter part 8 for forming a little gap to an inner surface of a cylindrical reinforcing-bar 1 are formed alternately. The hollow sensor rod 5 is inserted into the cylindrical reinforcing-bar 1 and both ends of the hollow sensor rod 5 are fixed to the cylindrical reinforcing-bar 1. A distortion gauge 13 is affixed on an outer circumferential surface of the small diameter part 7 of the sensor rod, and a lead wire of the distortion gauge 13 is put from a hole which is opened in the small diameter part, into the sensor rod and pulled out of an apex of the cylindrical reinforcing-bar 1. When the cylindrical reinforcing-bar is bent and deformed by movement of clod, the sensor rod is bent and deformed in accordance with the bending deformation of the cylindrical reinforcing-bar by action of the large diameter part 8 which forms a little gap to the inner surface of the cylindrical reinforcing-bar 1. In that case, the outer circumferential surface of the small diameter part is distorted larger than the outer circumferential surface of the large diameter part, such that the bending deformation of the cylindrical reinforcing-bar 1 can be detected with high sensitivity by the distortion gauge affixed to the outer circumference of the small diameter part.
摘要翻译： 要解决的问题：在使用圆柱形加强筋进行加强筋插入加工时，将能够在高灵敏度的斜坡上检测泥土运动的钢筋变形检测结构集成到圆柱形加强杆中。解决方案：在中空 交替地形成传感器杆5，小直径部分7和用于与圆柱形加强杆1的内表面形成小间隙的大直径部分8。 将中空传感器杆5插入圆柱形加强杆1中，将中空传感器杆5的两端固定到圆柱形加强杆1上。在小直径部7的外周面上固定有变形量规13 的传感器杆，并且将变形量计13的引线从在小直径部分中打开的孔放入传感器杆中并从圆柱形加强杆1的顶点拉出。当圆柱形加强件 杆通过泥土移动而弯曲变形，传感器杆根据圆柱形加强筋的弯曲变形而弯曲变形，大直径部分8的作用是与圆柱体的内表面形成一点间隙 在这种情况下，小直径部的外周面比大直径部的外周面变大，使得圆筒状的弯曲变形 可以通过固定在小直径部分的外圆周上的变形计高灵敏度地检测钢筋1。
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8.发明专利Turnbuckle accessory fitting and turnbuckle with tension sensor using the same 有权使用拉伸传感器的TURNBUCKLE附件配件和TURNBUCKLE
公开(公告)号：JP2012255472A
公开(公告)日：2012-12-27
申请号：JP2011128022
申请日：2011-06-08
发明人： HIGUCHI KEI , IWASA NAOTO
摘要： PROBLEM TO BE SOLVED: To easily obtain an inexpensive turnbuckle with a tension sensor.SOLUTION: A turnbuckle 2 is used comprising: a fastening central rotary part 6; and a first fastening bolt 11 and a second fastening bolt 12 screwed respectively to female screw parts 4, 5, which are screws inverse to each other, on both sides of the fastening central rotary part 6. A turnbuckle accessory fitting 1 has a rod-like shape, has a male screw part 16 on one side thereof and has a female screw part 15 on the other side to connect the fastening central rotary part 6 to one fastening bolt of the two fastening bolts 11, 12. For example, the male screw part 16 of the accessory fitting 1 is screwed to one female screw part 4 of the fastening central rotary part 6, and a male screw part 7 of the first fastening bolt 11 is screwed to the female screw part 15 of the accessory fitting 1. A concavity part 18 is formed on an outer circumferential surface of the accessory fitting 1, a strain gauge 19 is stuck to the concavity part 18, and a protection member 20 is provided for protecting the strain gauge 19. The turnbuckle 2 for general use can be inexpensively changed to a turnbuckle 3 with a tension sensor.
摘要翻译： 要解决的问题：通过张力传感器容易地获得便宜的螺丝扣。 解决方案：使用螺丝扣2，包括：紧固中心旋转部分6; 以及第一紧固螺栓11和第二紧固螺栓12，其分别螺合在固定中心旋转部分6两侧的彼此相反的螺钉的内螺纹部分4,5上。螺丝扣附件配件1具有杆 - 在其一侧上具有阳螺纹部16，并且在另一侧上具有阴螺纹部15，以将紧固中心旋转部6连接到两个紧固螺栓11,12的一个紧固螺栓。例如，男 附件1的螺纹部16与固定中心旋转部6的一个阴螺纹部4螺合，第一紧固螺栓11的阳螺纹部7与配件1的内螺纹部15旋合。 在辅助配件1的外周面上形成有凹部18，将应变仪19粘贴在凹部18上，设置有用于保护应变片19的保护部件20.一般使用的螺丝扣2 成本低廉 用张力传感器拧到螺丝扣3。 版权所有（C）2013，JPO＆INPIT
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公开(公告)号：JP2010222936A
公开(公告)日：2010-10-07
申请号：JP2009074231
申请日：2009-03-25
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To prevent the corrosion of a head of an anchor bolt to effectively resist impact force caused by a rockfall or the like and to reduce construction labor. SOLUTION: A post fixing structure for fixing posts for laying protective members 11 for stopping the rockfall or an avalanche, at predetermined spaces to a slope 2, includes: upper plates provided at the lower ends of posts 12, 13; bearing plates mounted through connecting members extended downward from the upper plates; and anchor members 32 mounted to the bearing plates. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译： 要解决的问题：为了防止锚栓的头部的腐蚀有效地抵抗由岩石等造成的冲击力并减少施工人员。 解决方案：用于固定用于固定用于将岩石或雪崩停放在斜坡2的预定空间的保护构件11的固定柱的后固定结构包括：设置在柱12,13的下端的上板; 承载板通过从上板向下延伸的连接构件安装; 以及安装在支承板上的固定构件32。 版权所有（C）2011，JPO＆INPIT
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公开(公告)号：JP2010222935A
公开(公告)日：2010-10-07
申请号：JP2009074230
申请日：2009-03-25
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To prevent the corrosion of a head of an anchor bolt to effectively resist impact force caused by a rockfall or the like and to reduce construction labor. SOLUTION: This post fixing structure for fixing posts for laying protective members 11 for stopping the rockfall or an avalanche, at predetermined spaces to a slope 2, includes: upper plates provided at the lower ends of the posts 12, 13; bearing plates mounted through connecting members extended downward from the upper plates; and anchor members 32 mounted to the bearing plates. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译： 要解决的问题：为了防止锚栓的头部的腐蚀有效地抵抗由岩石等造成的冲击力并减少施工人员。 解决方案：用于固定用于固定用于将岩石或雪崩的保护构件11固定在斜坡2的预定空间的固定柱的后固定结构包括：设置在柱12,13的下端的上板; 承载板通过从上板向下延伸的连接构件安装; 以及安装在支承板上的固定构件32。 版权所有（C）2011，JPO＆INPIT
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