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1. 发明专利

JP2008025237A Natural slope stabilizing construction method 审中-公开
标题翻译：自然坡度稳定施工方法
公开(公告)号：JP2008025237A
公开(公告)日：2008-02-07
申请号：JP2006199772
申请日：2006-07-21
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
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 construction method matching to a natural slope, while effectively preventing the outflow of sediment. SOLUTION: The natural slope stabilizing construction method connects mutual anchors 1 by a wire rope 3 by fastening a bearing pressure member 2 by installing the bearing pressure member 2 in a head part of the respective anchors 1 installed on the natural slope. A thinning material 11 for preventing the outflow of the sediment is arranged along the wire rope 3, and is held on the ground surface. The thinning material 11 is easily available in a proper outer diameter, the length and weight for the sediment outflow preventive action, and matches the natural slope in a scenery without a sense of incongruity. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种与自然坡度相匹配的自然坡度稳定施工方法，同时有效防止沉积物流出。解决方案：天然坡度稳定施工方法通过将轴承压力构件2安装在安装在自然坡面上的各个锚固件1的头部中，通过紧固轴承压力构件2，通过钢丝绳3连接相互锚定件1。用于防止沉淀物流出的变薄材料11沿着钢丝绳3布置，并被保持在地面上。稀疏材料11容易获得适当的外径，沉淀物流出预防动作的长度和重量，并且与风景中的自然斜坡匹配，而没有不协调的感觉。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2007191879A Boring method selecting method 审中-公开
标题翻译：镗孔方法选择方法
公开(公告)号：JP2007191879A
公开(公告)日：2007-08-02
申请号：JP2006009239
申请日：2006-01-17
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Okabe Co Ltd , 岡部株式会社 , 日鐵住金建材株式会社
发明人： MAEDA KAZUNORI , IWASA NAOTO , MITSUHASHI TAKAO , KATO TAKAAKI , IKEDA TAKEO
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a boring method selecting method for easily selecting an appropriate boring method in a slope stabilizing method for stabilizing the ground while leaving standing trees which have grown on the slope. SOLUTION: In a first step S01, whether the standing trees exist is determined, and if no standing tree exists, it is regarded as outside the object. In a second step S02, whether the density of the standing trees is denser or sparser than a predetermined reference is determined, and if sparser, it is regarded as outside the object. In a third step S03, whether non-self-support of hole walls is clear is determined, and if non-self-support is clear, a double pipe boring method is selected. In a fourth step S04, whether self-support of the hole walls is clear is determined, and if self-support is not clear, a self-boring method is selected. In a fifth step S05, whether a borehole length is longer or shorter than a predetermined value is determined, and if longer, the self-boring method is selected, while if shorter, a single pipe boring method is selected. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在边坡稳定化方法中容易地选择适当的钻孔方法的镗孔方法选择方法，用于在离开在斜坡上生长的立木的同时稳定地面。解决方案：在第一步骤S01中，确定是否存在站立树，如果没有立树，则被视为对象外。在第二步骤S02中，确定站立树的密度比预定参考值更密或更稀疏，并且如果较稀疏，则将其视为对象外。在第三步骤S03中，确定孔壁的非自支撑是否清晰，并且如果非自支撑是清楚的，则选择双管道钻孔方法。在第四步骤S04中，确定孔壁的自支撑是否清晰，并且如果自支撑不清楚，则选择自钻方法。在第五步骤S05中，确定井眼长度是否长于或短于预定值，并且如果更长时间，则选择自钻方法，而如果更短，则选择单管道钻孔方法。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2008115544A Natural slope stabilizing method 审中-公开
标题翻译：自然坡度稳定方法
公开(公告)号：JP2008115544A
公开(公告)日：2008-05-22
申请号：JP2006297281
申请日：2006-11-01
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
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

4. 发明专利

JP2007262734A Slope stabilizing method 有权
标题翻译：斜坡稳定方法
公开(公告)号：JP2007262734A
公开(公告)日：2007-10-11
申请号：JP2006088399
申请日：2006-03-28
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Tohnichi Mfg Co Ltd , 日鐵住金建材株式会社 , 株式会社東日製作所
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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