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1. 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

2. 发明专利

JP2008025315A Earth-retaining retaining wall and earth-retaining retaining wall construction method 有权
标题翻译：地球保持墙和接地保持墙结构方法
公开(公告)号：JP2008025315A
公开(公告)日：2008-02-07
申请号：JP2006202436
申请日：2006-07-25
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Ringyo Doboku Shisetsu Kenkyusho , 日鐵住金建材株式会社 , 財団法人林業土木施設研究所
发明人： IBA SHIGEO , KATO TAKAAKI , ISHIDA KATSUYA , NODA TATSU
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To reduce to the utmost a slope ground excavation amount required in constructing an earth-retaining retaining wall. SOLUTION: A portion to construct the earth-retaining retaining wall 1 is suitably excavated, cylindrical post materials 4 are installed at spaces in the slope width direction, a wall surface material 7 is stretched between the adjacent cylindrical post materials 4, the interiors of the cylindrical post materials 4 are filled with concrete 5 to construct a pillar body 6, and back filling of sediment 8 is performed for the space among the wall surface material 7, the pillar body 6, and the slope to construct the earth-retaining retaining wall 1. As the cylindrical post material 4, used is a cylindrical body 4, which is not cylindrical as a whole, but the lower back of which is cut out to form a lower back cutout cylindrical post material 4 (for example, the cylindrical post material 4 formed by connecting a cylindrical body 4a on a semicircular body 4b). In excavating the slope ground, the slope ground corresponding to the lower back cutout part of the cylindrical post material 4 is not excavated and left undone (the remaining part is indicated by a reference number 3b). Especially in the case where the lower part of the slope 2 has a sharp gradient and a bedrock 2b is located in a shallow position, the excavation amount of the bedrock part hard to excavate will be small, so that the excavation work can be reduced. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：最大限度地减少建造挡土挡土墙所需的坡面开挖量。解决方案：适当挖掘构成挡土挡土墙1的部分，将圆柱形柱材料4安装在斜面宽度方向的空间处，壁面材料7在相邻的柱形柱材料4之间拉伸，圆柱形柱材4的内部填充有混凝土5以构成柱体6，并且对墙面材料7，柱体6和斜面之间的空间进行沉淀物8的背面填充，保持挡土墙1.作为圆柱形柱材4，使用的是圆柱体4，该圆柱体4整体上不是圆柱形的，但是其下背部被切出以形成下部后切口圆柱形柱材料4（例如，通过将圆筒体4a连接在半圆形体4b）上形成的圆柱形柱材料4。在挖掘斜坡地面时，对应于圆柱形柱材料4的下背部切口部分的斜面不被挖掘并且被撤销（其余部分由附图标记3b表示）。特别是在斜坡2的下部具有锐利梯度并且基岩2b位于浅位置的情况下，难以挖掘的基岩部的挖掘量将变小，从而可以减少挖掘作业。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007051495A Steel frame structure and its construction method 有权
标题翻译：钢框架结构及其施工方法
公开(公告)号：JP2007051495A
公开(公告)日：2007-03-01
申请号：JP2005238442
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 can reduce construction costs by enabling the use of on-site sediment or fine stones such as crushed stones, and a construction method for the steel frame structure. SOLUTION: The steel frame structure is constructed through the following steps: many cubic lattice-shaped steel frames 1 are continuously provided in a horizontal direction by using column materials 3 (4) which are provided at longitudinal and horizontal intervals, a horizontal beam material which is turnably connected to the column materials 3 (4) in the horizontal direction on the front or rear side by bolt connection, and a longitudinal depth material which is fixed to the front and rear columns materials 3 (4); many screen materials 2 are mounted at intervals on a surface which is positioned outside each of the steel frames 1; and the inside is filled with a filler. A net body 34 which is arranged inside the screen material 2 of the steel frame 1 is fixed by being pressed against the screen material 2 by a net-body holding bracket 14 which is equipped with a fixing member and an arm material with a locked part locked to the screen material 2 through a mesh. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢框架结构，其可以使用现场沉淀物或诸如碎石的细石来降低施工成本，以及钢框架结构的施工方法。解决方案：钢框架结构通过以下步骤构成：通过使用纵向和横向间隔设置的柱材料3（4），沿水平方向连续地设置许多立方格子状钢框架1，水平方向梁材料，其通过螺栓连接在前后侧可水平地连接到柱材料3（4）;以及纵向深度材料，其固定到前柱和后柱材料3（4）; 许多筛网材料2间隔安装在位于每个钢框架1外面的表面上; 并且内部填充有填充物。布置在钢框架1的筛网材料2的内部的网状体34通过被安装有固定构件的网体保持支架14和具有锁定部分的臂材料而被压靠在筛网材料2上而被固定通过网格锁定到屏幕材料2上。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2008025316A Selection method for earth-retaining retaining wall structure, construction method of earth-retaining retaining wall and earth-retaining retaining wall 有权
标题翻译：地球保持墙结构选择方法，地球保持墙和地球保持墙的构造方法
公开(公告)号：JP2008025316A
公开(公告)日：2008-02-07
申请号：JP2006202437
申请日：2006-07-25
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Ringyo Doboku Shisetsu Kenkyusho , 日鐵住金建材株式会社 , 財団法人林業土木施設研究所
发明人： IBA SHIGEO , KATO TAKAAKI , ISHIDA KATSUYA , NODA TATSU
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To obtain a selection method for an earth-retaining retaining wall structure, which reduces the excavation of a solid bedrock to the utmost. SOLUTION: In installing a plurality of post materials 4, stretching a wall surface material between the post materials, and performing back-filling to construct the earth-retaining retaining wall, subsurface exploration is performed for the ground 2 of a slope to construct the earth-retaining retaining wall. (1) In the case where the slope ground is a first pattern ground, in which there is little soft surface ground on a solid bed rock 2b, H-steel post material 4A is used as the post material. (2) In other cases, a hollow post material is used. (2-1) In the case where the slope ground is a second pattern ground in which there is soft surface ground on a solid bedrock, and the soft surface ground is thicker on the upper part and thinner on the lower part, a lower back cutout cylindrical post material 4B is used as the hollow post material. (2-2) In the case where the slope ground is a third pattern ground in which there is soft surface ground on a solid bedrock, and the soft surface ground is thick extending over the whole height of the post material, the whole cylindrical post material 4C is used as the hollow post material. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了获得最大限度地减少固体基岩的挖掘的挡土挡土墙结构的选择方法。解决方案：在安装多个立柱材料4时，在柱材料之间拉伸壁表面材料，并执行回填以构造接地保持挡土墙，对斜坡的地面2进行地下勘探构造挡土挡土墙。（1）在斜坡地面是固体床岩石2b上几乎没有软表面磨削的第一模式地面的情况下，使用H型钢柱材料4A作为桩材。（2）在其他情况下，使用中空的立柱材料。（2-1）在斜坡地面是固体基岩上具有软表面地面的第二图案地面的情况下，上部的软表面地面较厚，下部较薄，切口圆柱形柱材料4B用作中空支柱材料。（2-2）斜坡地面是在固体基岩上具有软表面地面的第三图案地面，软地面较厚地延伸到立柱材料的整个高度上时，整个圆柱柱材料4C用作中空支柱材料。版权所有（C）2008，JPO＆INPIT

5. 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

6. 发明专利

JP2007077577A Rotary driving type drilling apparatus 审中-公开
标题翻译：旋转式钻机设备
公开(公告)号：JP2007077577A
公开(公告)日：2007-03-29
申请号：JP2005263028
申请日：2005-09-09
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 , KATO TAKAAKI , IKEDA TAKEO
IPC分类号： E21B4/14
摘要： PROBLEM TO BE SOLVED: To provide a rotary driving type drilling apparatus which is improved so as to effectively increase the mass of a piston hammer in a limited external diameter range while ensuring a necessary axial rigidity, to obtain a large driving force, and to achieve stable reciprocative motion. SOLUTION: According to the rotary driving type drilling apparatus which is composed such that a driving force is applied to a drill bit 4 by a down-the-hole hammer, the piston hammer 1 of the down-the-hole hammer has large-diameter portions 13, 14 on both sides thereof, so as to be slidable on an inner surface of a cylinder 2, and a small diameter portion 12 in an area between both the large-diameter portions 13, 14, so as not to make contact with the inner surface of the cylinder 2. Then an external surface of each of the large-diameter portions 13, 14 is slid on the inner surface of the cylinder 2, and in this manner during the reciprocative motion, the piston hammer 1 is supported by both the sides in a moving direction. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：解决问题：为了提供一种改进的旋转驱动型钻孔装置，以便在确保必要的轴向刚度的同时有效地增加活塞锤在有限的外径范围内的质量，以获得大的驱动力，并实现稳定的往复运动。解决方案：根据旋转驱动型钻孔装置，其通过下孔锤将驱动力施加到钻头4的方式构成，下孔锤的活塞锤1具有在其两侧的大直径部分13,14，以便能够在气缸2的内表面上滑动，并且在两个大直径部分13,14之间的区域中具有小直径部分12，以便不与气缸2的内表面接触。然后，每个大直径部分13,14的外表面在气缸2的内表面上滑动，并且在往复运动中以这种方式，活塞锤1 由两侧在移动方向上支撑。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2008038598A Form structure for building civil engineering structure 审中-公开
标题翻译：建筑民用工程结构的形式结构
公开(公告)号：JP2008038598A
公开(公告)日：2008-02-21
申请号：JP2007250560
申请日：2007-09-27
申请人： Nippon Ringyo Doboku Kk , Nippon Steel & Sumikin Metal Products Co Ltd , T Engineering:Kk , 日本林業土木株式会社 , 日鐵住金建材株式会社 , 有限会社ティーエンジニアリング
发明人： KATO TAKAAKI , OMORI SHIGERU , TANAMI MASAYUKI
IPC分类号： E02B7/02 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a form for building a civil engineering structure such as afforestation/erosion control dams and retaining walls. SOLUTION: Logs each having a through hole are stacked nearly horizontally on the front face of a C-shaped steel support supported by a support member and an anchor member. An L-shaped log-fixing member is passed through the through hole of the log, and a flexible section is made to embrace the C-shaped steel support. The leading end of the log-fixing member is bound and fixed with a fastener. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供造林/侵蚀控制大坝和挡土墙等土木工程结构的形式。解决方案：每个具有通孔的木材几乎水平地堆叠在由支撑构件和锚定构件支撑的C形钢支撑件的正面上。将L形的对数固定件穿过原木的通孔，并使柔性部分包围C形钢支架。对数固定构件的前端用紧固件固定和固定。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2009041242A Earth retaining structure, and corrugated steel plate panel for use in it 审中-公开
标题翻译：接地保持结构及其使用的腐蚀性钢板面板
公开(公告)号：JP2009041242A
公开(公告)日：2009-02-26
申请号：JP2007206284
申请日：2007-08-08
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Shinrin Doboku Shisetsu Kenkyusho:Kk , 日鐵住金建材株式会社 , 株式会社森林土木施設研究所
发明人： IBA SHIGEO , KATO TAKAAKI , ISHIDA KATSUYA , NODA TATSU
IPC分类号： E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To simplify the operation of joining a wall surface material to a cylindrical form. SOLUTION: In this earth retaining structure, the cylindrical forms 10, in which a plurality of corrugated steel plate panels 1 and 1' are joined together in circumferential and height directions, are arranged at an interval; the insides of them are filled with a filler; the wall surface material 14 is laid between the cylindrical forms 10 adjacent to each other; and sediment is backfilled on the backside. A flange 5 of a circumferential end of the corrugated steel plate panel 1 for mounting the wall surface material 14 is extended out to the outside with respect to a flange 3 of a height-direction end, so as to serve as a wall surface material mounting portion 5b. The wall surface material 14 is joined to the wall surface material mounting portion 5b. The operation of sandwiching a wall surface material mounting plate as a separate member between flanges 4 and 4 becomes unnecessary differently from a conventional structure in which the wall surface material mounting plate is sandwiched between the flanges 4 and 4. Additionally, since the size of the diameter of the cylindrical form 10 does not become larger by the thickness of the plate, the fine adjustment of making the corrugated steel plate panel in a proper location shorter by the thickness of the plate becomes unnecessary. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了简化将壁表面材料接合到圆柱形状的操作。解决方案：在该保持结构中，以多个波纹钢板1和1'在周向和高度方向上连接在一起的圆柱形状10以间隔布置; 他们的内部充满了填充物; 壁表面材料14被放置在彼此相邻的圆柱形模10之间; 背面填充沉积物。用于安装壁面材料14的波纹状钢板面板1的圆周端的凸缘5相对于高度方向端的凸缘3向外延伸，以用作壁面材料安装部分5b。壁面材料14与壁面材料安装部5b接合。与壁面材料安装板夹在凸缘4和4之间的常规结构不同，夹着壁表面材料安装板作为凸缘4和4之间的分离构件的操作变得不必要。另外，由于圆柱形形状10的直径不会因板的厚度而变大，所以不需要将波纹钢板的适当位置缩短到板的厚度的细微调节。版权所有（C）2009，JPO＆INPIT

9. 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

10. 发明专利

JP2007032040A Anchor installation method using double-tube drilling equipment, and spacer for anchor, for use in the same 有权
标题翻译：使用双管钻孔设备的锚固安装方法，以及用于锚固件的锚固器，用于其中
公开(公告)号：JP2007032040A
公开(公告)日：2007-02-08
申请号：JP2005215149
申请日：2005-07-25
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 , KATO TAKAAKI
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To simplify anchor installation work and precisely secure covering depth, even if double-tube drilling equipment excellent in drilling performance is applied as equipment for drilling a relatively-small-diameter anchor installation hole to be formed obliquely with respect to a vertical direction in which gravity acts in a slope stabilizing method etc. SOLUTION: After the installation hole 4 for the anchor 1 is obliquely drilled by the double-tube drilling equipment, an inner member, which constitutes the double-tube drilling equipment, is taken out from the installation hole 4; the anchor 1 is inserted into the outer tube or protective tube 5 of the double-tube drilling equipment, remaining in the installation hole 4, in a state in which a spacer 2 is mounted so that the axial center of the anchor 1 can be held in a position eccentric above the axial center of the outer tube or protective tube 5; grouting is infilled into the outer tube or protective tube 5; and the outer tube or protective tube 5 is taken out from the installation hole 4 before the solidification of the grouting. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了简化锚固安装工作并精确确保覆盖深度，即使钻井性能优良的双管钻井设备作为钻井相对较小直径的锚固安装孔的设备，倾斜地与相对于以重力作用于斜坡稳定方法等的垂直方向。解决方案：在锚杆1的安装孔4由双管钻孔设备倾斜钻孔之后，构成双重钻孔设备的内部构件，管道钻井设备，从安装孔4中取出; 在安装有间隔件2的状态下，将锚固件1插入到保持在安装孔4中的双管钻井设备的外管或保护管5中，使锚固件1的轴心能够保持位于外管或保护管5的轴心以上偏心的位置; 灌浆填充到外管或保护管5中; 并且在灌浆固化之前，将外管或保护管5从安装孔4中取出。版权所有（C）2007，JPO＆INPIT

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