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1. 发明专利

JP2011122323A Method for treating soft soil 审中-公开
标题翻译：处理软土的方法
公开(公告)号：JP2011122323A
公开(公告)日：2011-06-23
申请号：JP2009279427
申请日：2009-12-09
申请人： Maeda Kosen Co Ltd , Nishimatsu Constr Co Ltd , Taiheiyo Soil Corp , Terunaito:Kk , 前田工繊株式会社 , 太平洋ソイル株式会社 , 株式会社テルナイト , 西松建設株式会社
发明人： MICHIHASHI HIDEJI , FUJII FUMIO , HORI TSUNEO , HIRANO TAKAYUKI , SATO YASUHIKO , ITO TETSUYA , YOSHIDA MASATERU
IPC分类号： E02D3/12 , E02B3/10 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To increase strength of treated soil. SOLUTION: In the method for improving soft soil having fluidity adjusted by adding soft soil water to a slope, a stabilizer is added and mixed into slurry immediately before the casting of the slurry obtained by mixing a solidification material and short fibers into the soft soil; and a material brought into a gel state with a cylinder flow value of 100 mm or less is applied. An apparatus for improving the soft soil includes: a swing device; an indirect arm which is installed in the swing device; an agitating machine which is attached to the indirect arm; and an operation portion which moves the agitating machine by controlling the swing device and the indirect arm. In the method for treating the soft soil, the apparatus for improving the soft soil makes the agitating machine inject and agitate the short fibers and the solidification material while making the agitating machine lowered and lifted to a set improvement depth, and makes them mixed and agitated with the soil in a present location. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提高处理土壤的强度。解决方案：在通过将软土添加到斜坡来改善具有流动性的软土的方法中，将通过将固化材料和短纤维混合而获得的浆料浇铸成立即将稳定剂加入并混合到浆料中软土并且施加气缸流动值为100mm以下的凝胶状态的材料。用于改善软土的装置包括：摆动装置; 安装在摆动装置中的间接臂; 连接到间接臂的搅拌机; 以及通过控制摆动装置和间接臂来使搅拌机移动的操作部。在软土处理方法中，软土改良装置使搅拌机注入搅拌短纤维和固化材料，同时使搅拌机降低并提升到一定的改进深度，使其混合搅拌土壤在当前位置。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2012180724A Multifunctional block mat 审中-公开
标题翻译：多功能块
公开(公告)号：JP2012180724A
公开(公告)日：2012-09-20
申请号：JP2011046062
申请日：2011-03-03
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： YOSHIDA MASATERU , MINAMI KAZUHIRO , YOSHIDA KOICHI , TAKENAKA HAJIME , SAITO YUJI
IPC分类号： E02B3/14 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a block mat to be laid on a slope face, including blocks having irregular shapes to hardly cause their uplift/depression on/in an irregular installation surface in lines or columns, to show a promising natural finish as a whole, and to hardly impair the scenery, and having non-uniform thicknesses or each having non-uniform thicknesses to easily scatter reflected light from a concrete surface, and to minimize the collective glares toward vehicles travelling in the neighborhood for more safety.SOLUTION: A block mat A to be laid on a slope face includes a water-permeable sheet 1, and a plurality of blocks 2 arranged on the front face of a sheet member, the blocks 2 having random shapes. The blocks are formed at non-uniform thicknesses, or concave-convex shaping work is applied to the surface of each block.
摘要翻译：要解决的问题：为了提供要铺设在斜面上的块状垫，包括具有不规则形状的块，几乎不会使其在线或列中的不规则安装表面上/在其中的隆起/凹陷，以显示出有希望的自然完成整体，并且几乎不损害风景，并且具有不均匀的厚度或每个具有不均匀厚度以容易地从混凝土表面散射反射光，并且最小化对在附近行驶的车辆的集体眩光以便更安全。解决方案：要铺设在斜面上的块状垫A包括透水性片1和布置在片状构件前表面上的多个块2，块2具有随机形状。这些块形成为不均匀的厚度，或者将凹凸成形作用施加到每个块的表面。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2008274624A Impact absorbing dam body 有权
标题翻译： IMPACT吸收AM体
公开(公告)号：JP2008274624A
公开(公告)日：2008-11-13
申请号：JP2007118538
申请日：2007-04-27
申请人： Maeda Kosen Co Ltd , Purotekku Engineering:Kk , 前田工繊株式会社 , 株式会社プロテックエンジニアリング
发明人： NOMURA TOSHIMITSU , FUJII TOSHIHIRO , NISHIDA YOICHI , YOSHIDA MASATERU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide an impact absorbing dam body which improves the efficiency of force transmission between an impact receiving slab and a filling dam body, and which can enhance damping performance.
SOLUTION: An impact receiving surface of the filling dam body is formed in a stepwise pattern, and the whole of the backside of the impact receiving slab is brought into contact along the impact receiving surface of the filling dam body, so that a continuous stepwise propagation surface can be formed between the impact receiving surface of the filling dam body and the backside of the impact receiving slab.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种冲击吸收坝体，其提高冲击接收板和填充坝体之间的力传递效率，并且可以增强阻尼性能。解决方案：填充坝体的冲击承受面以逐步形式形成，冲击接收板的背面整体沿着填充坝体的冲击承受面接触，使得可以在填充坝体的冲击承受面与冲击承受板的背面之间形成连续的阶梯式传播面。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2005054529A Bag body for block mat, block mat, and reinforced ground 有权
标题翻译：用于块状块，块状块和加固地面的袋体
公开(公告)号：JP2005054529A
公开(公告)日：2005-03-03
申请号：JP2003288967
申请日：2003-08-07
申请人： Katsuhiko Arai , Asaharagumi Co Ltd , Fukui Prefecture , Maeda Kosen Co Ltd , 前田工繊株式会社 , 株式会社浅原組 , 福井県 , 荒井克彦
发明人： SHINOHARA HISAO , YOKOTA YOSHIHIRO , YOSHIDA MASATERU , HIROBE TERUMASA , ARAI KATSUHIKO
IPC分类号： E02B3/04 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a bag body for a block mat, which can exert a large binding force, and to provide the block mat and reinforced ground.
SOLUTION: The bag body 20 for the block mat functions to seal and bind a filling 30 therein. The bag body is made up of sheet members 21, 22 having permeability, and formed like a bag. Herein one of the sheet members 21, 22 is set higher in tensile strength than the other one.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于块垫的袋体，其可以施加大的粘合力，并提供块状垫和增强地面。解决方案：用于块垫的袋体20用于将填充物30密封并固定在其中。袋体由具有渗透性的片状部件21,22构成，形成为袋状。其中，片材21,22中的一个拉伸强度高于另一个。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2012107397A Column for load resistance structure 有权
标题翻译：用于负载电阻结构的列
公开(公告)号：JP2012107397A
公开(公告)日：2012-06-07
申请号：JP2010255293
申请日：2010-11-15
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： YOSHIDA MASATERU , TSUJI SHINICHIRO
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To improve a column's strength and toughness and to achieve the recycling and reuse of the column.SOLUTION: A column for load resistance structure is provided with a hollow column body 11, noncompressible filling granular materials 30 packed in the column body 11, a plug lid 20 installed in the end opening of the column body 11 to be slidable and for closing the end opening and pressing the filling granular materials 30, and a tension member 40 of which end is fixed to the plug lid 20 and that applies pressure force to the filling granular materials 30 through the plug lid 20. The column forms a composite structure by integrating a hard lump 31 formed by tensioning the tension member 40 and compacting the filling granular materials 30 with the column body 11 restraining the hard lump 31.
摘要翻译：要解决的问题：提高柱的强度和韧性，并实现柱的回收和再利用。解决方案：用于负载电阻结构的列设置有中空柱体11，填充在柱体11中的不可压缩的填充颗粒材料30，安装在柱体11的端部开口中的可滑动的插塞盖20，用于封闭端部开口并挤压填充颗粒材料30，以及张紧构件40，其端部固定到插头盖20上，并且通过插头盖20向填充颗粒材料30施加压力。该柱形成复合材料通过使通过张紧张力构件40而形成的硬质块31整合在一起，并且通过柱体11压实填充颗粒材料30，从而限制硬块31。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2010106492A Impact absorbing net and protective body using the same 有权
标题翻译：冲击吸收网和使用它的保护体
公开(公告)号：JP2010106492A
公开(公告)日：2010-05-13
申请号：JP2008278236
申请日：2008-10-29
申请人： Maeda Kosen Co Ltd , Teijin Fibers Ltd , 前田工繊株式会社 , 帝人ファイバー株式会社
发明人： OKUMURA HISAO , TERASAKA FUYUKI , ARAKAWA MOTOOMI , YOSHIDA MASATERU , AMANO TAKAYUKI , MURAKAMI YOSHINORI , KOBAYASHI HIROFUMI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide an impact absorbing net excellent in mechanical strength and impact absorption though it is light in weight, and a protective body using the impact absorbing net.
SOLUTION: The impact absorbing net 10 includes a synthetic fiber cord capable of absorbing an impact at the fall of a falling object caused by elongation. In the impact absorbing net 10, a modulus of elasticity before the elongation of the synthetic fiber cord 1 is in a range of ≥5 cN/dtex and
摘要翻译：要解决的问题：提供重量轻的机械强度和冲击吸收性优异的冲击吸收网，以及使用冲击吸收网的保护体。冲击吸收网10包括能够吸收由伸长引起的坠落物落下的冲击的合成纤维帘线。在冲击吸收网10中，合成纤维帘线1的伸长前的弹性模量在≥5cN/ dtex和<50cN / dtex的范围内; 合成纤维帘线1的最大伸长率的弹性模量在50〜200cN / dtex的范围内; 并且随着合成纤维帘线1的伸长，弹性模量增加。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2010090611A Embankment construction method and its structure 有权
标题翻译：施工方法及其结构
公开(公告)号：JP2010090611A
公开(公告)日：2010-04-22
申请号：JP2008261541
申请日：2008-10-08
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： YOSHIDA MASATERU , KAWAI HISASHI
IPC分类号： E02D17/18 , E02B3/12
摘要： PROBLEM TO BE SOLVED: To accurately secure the slope accuracy of wall surface materials covering the surfaces of an embankment regardless of irregularities of the embankment and prevent effects of the load of the embankment. SOLUTION: A flat-plate-like upper wall surface material 6 comprising only a side surface part 7 is connected to a side surface part 2 of a base wall surface material 1 having an approximately L-shaped base wall surface material 1 and comprising the side surface part 2 and a bottom part 3 in such a way as to overlap along an upper end part of the base wall surface material 1. The upper wall surface material 6 is fixed to an embankment 14 by brace members 15. If necessary, an upper wall surface material 6 is further connected in such a way as to extend over an upper wall surface material below along an upper end part of the upper wall surface material 6 in such a way as to extend, and an embankment 14 is sequentially formed in the back of each of the wall surface materials 1 and 6. An embankment reinforcing material 5 is arranged between the embankments 14. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：无论路堤的不规则性如何，都能准确地确保覆盖路堤表面的墙面材料的坡度精度，并防止堤坝的载荷影响。解决方案：仅具有侧表面部分7的平板状上壁表面材料6连接到具有大致L形底壁表面材料1的基壁表面材料1的侧表面部分2，以及包括侧表面部分2和底部3，以便沿着底壁表面材料1的上端部分重叠。上壁表面材料6通过支撑构件15固定到路堤14上。如果需要上壁面材料6进一步以如下方式连接：沿着上壁表面材料6的上端延伸越过上壁表面材料，从而延伸，并且路堤14依次形成在每个壁表面材料1和6的背面。在路堤14之间布置有路基增强材料5.版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2009114743A Falling stone protective facility 有权
标题翻译：落石保护设施
公开(公告)号：JP2009114743A
公开(公告)日：2009-05-28
申请号：JP2007289465
申请日：2007-11-07
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： MINAMI KAZUHIRO , KOBAYASHI HIROFUMI , YOSHIDA MASATERU , ARAI KATSUHIKO , KUBO HIKARI
IPC分类号： E02D29/02 , E01F7/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a falling stone protective facility capable of sustaining excellent damping performance by suppressing the occurrence of cracking.
SOLUTION: This falling stone protective facility is structured by forming a damping dam body in the rear of a retaining wall also serving as a form and placing a received impact distribution layer on the upper surface of the damping dam body. The damping dam body is formed of a foamed lightweight soil which is formed mainly of sediment and to which short fibers are mixed. A damping insulation layer pre-attached to the rear surface of the retaining wall is interposed between the retaining wall and the damping dam body to insulate the damping dam body from the retaining wall.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供能够通过抑制裂纹的发生而能够保持优异的阻尼性能的落石保护设备。解决方案：这种落石保护设施是通过在挡土墙的后部形成一个阻尼坝体构成的，也用作一种形式，并将接收到的冲击分布层放置在阻尼坝体的上表面上。阻尼坝体由主要由沉积物形成的发泡轻质土壤形成，短纤维混合在一起。预先附着在挡土墙的后表面上的阻尼绝缘层插在挡土墙和阻尼坝体之间，以使阻尼坝体与挡土墙绝缘。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2008088762A Designing method of avalanche-load resisting dike 有权
标题翻译： AVALANCHE负载电阻的设计方法
公开(公告)号：JP2008088762A
公开(公告)日：2008-04-17
申请号：JP2006273328
申请日：2006-10-04
申请人： Maeda Kosen Co Ltd , Purotekku Engineering:Kk , 前田工繊株式会社 , 株式会社プロテックエンジニアリング
发明人： NISHIDA YOICHI , FUJII TOSHIHIRO , INOUE SHOICHI , YOSHIDA MASATERU , KOBAYASHI HIROFUMI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a designing method of a dike which can cope with avalanches of various loads and impact patterns.
SOLUTION: A plurality of net-like reinforcing materials 2 are arranged inside the dike 1 in a substantially horizontal direction at proper vertical intervals. A hard shock-receiving plate 3 made of concrete, for example, is formed on a mountain-side slope of the dike 1 to cover the whole surface. An impact force, an acting force, etc. of the avalanche 4 are obtained, structural specifications of the dike 1 are presumed, a structure of the dike 1 is presumed, and a sliding surface with a fixed angle ϕ from the lowermost end of the hard shock-receiving plate 3 is presumed. A sliding force urging sliding movement along the sliding surface of the dike 1 is obtained, a resisting force generated by the load of the dike 1 and a reinforcing material 2 is obtained, and a safety ratio is obtained based on the ratio of the resisting force and the sliding force. Then the dike 1 is designed so that the safety ratio reaches a predetermined value or higher.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供能够应对各种负载和冲击模式的雪崩的堤坝的设计方法。解决方案：多个网状增强材料2以适当的垂直间隔在大致水平的方向上布置在堤坝1的内部。例如，在堤坝1的山侧坡面上形成由混凝土构成的硬质的受震板3，以覆盖整个表面。获得雪崩4的冲击力，作用力等，推测堤堤1的结构规格，假定堤防1的结构，以及距离桩1的最下端具有固定角度φ的滑动面推测硬震接收板3。获得了沿着堤坝1的滑动面滑动运动的滑动力，获得了由堤坝1和加固材料2的载荷产生的抵抗力，并且基于阻力比和滑动力。然后设计堤防1使得安全比达到预定值或更高。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2005163330A Tool for constructing impact receiving slab, wall surface material for constructing impact receiving slab, and construction method for protective dam body 有权
标题翻译：用于构造影响接收板的影响的工具，用于构造影响接收板的墙面材料，以及用于保护墩体的构造方法
公开(公告)号：JP2005163330A
公开(公告)日：2005-06-23
申请号：JP2003401826
申请日：2003-12-01
申请人： Maeda Kosen Co Ltd , Purotekku Engineering:Kk , 前田工繊株式会社 , 株式会社プロテックエンジニアリング
发明人： NOMURA TOSHIMITSU , INOUE SHOICHI , NISHIDA YOICHI , SUMIDA SHUNICHIRO , YOSHIDA MASATERU
IPC分类号： E01F7/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a tool for constructing an impact receiving slab, and a wall surface material for constructing the impact receiving slab optimum for constructing the impact receiving slab at a side face of a filled dam body in the field, and a construction method for a protective dam body improvable in the workability of the impact receiving slab in the field.
SOLUTION: The tool 10 for constructing the impact receiving slab provided with an end plate 11 and a rod 12 erected at the end plate 11 is used, and a rod 12 of the tool 10 for constructing the impact receiving slab fixedly mounted to one side face of the filled dam body is used to build up reinforcements. A separator is mounted to the rod of the tool for constructing the impact receiving slab, to build up a form, and the impact receiving slab made of concrete is constructed at one side face of the fill-up dam body.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于构造冲击接收板的工具，以及用于构造最适于在现场填充的坝体的侧面构造受冲击板的冲击接收板的壁面材料，以及在现场的冲击接收板的可加工性方面可以提高保护性坝体的施工方法。解决方案：用于构造设置有端板11的冲击接收板的工具10和在端板11上竖立的杆12，以及用于将冲击接收板固定安装到填充的坝体的一个侧面用于建造增援物。将分离器安装到工具的杆上，用于构造冲击接收板，以形成一种形式，并且在填充坝体的一个侧面处构造由混凝土制成的冲击接收板。版权所有（C）2005，JPO＆NCIPI

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