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    • 1. 发明专利
    • Reinforced soil wall and construction method for the same
    • 加固土墙及其施工方法
    • JP2014012971A
    • 2014-01-23
    • JP2012151351
    • 2012-07-05
    • Maeda Kosen Co Ltd前田工繊株式会社
    • HATTORI HIROTAKATATSUTA NAOKIMINAMI KAZUHIROKUBO TETSUYA
    • E02D29/02E02D17/18
    • PROBLEM TO BE SOLVED: To enhance stability of a reinforced soil wall by eliminating prefabrication of a retaining wall material and reducing the number of attachment materials for the retaining wall material.SOLUTION: In a reinforced soil wall in which a slope face of a banking structure 30 is covered with a retaining wall, the retaining wall 20 is composed of a plurality of pieces of raw wood 10, which are not prefabricated; a latching pin 40 assuming an approximate crank shape is interposed between the pieces of raw wood 10 stacked on the slope face of the banking structure 30; the raw wood 10 is detachably attached to a part 43 of the latching pin 40 embedded in the banking structure 30 and protruded on the slope face; and the raw wood 10 and the banking structure 30 are integrally connected together via the latching pin 40.
    • 要解决的问题:通过消除挡墙材料的预制和减少挡土墙材料的附着材料的数量,增强加筋土墙的稳定性。解决方案:在一个加固的土墙中,其中银行结构的坡面 30被挡土墙覆盖,挡土墙20由未预制的多个原木10构成; 在堆积在银行业结构30的斜面上的原木10之间插入一个假设大致曲柄形状的锁定销40; 原木10可拆卸地附接到嵌入在金属结构30中的闩锁销40的部分43上,并在斜面上突出; 原木10和银行结构30通过锁定销40一体地连接在一起。
    • 2. 发明专利
    • Multifunctional block mat
    • 多功能块
    • JP2012180724A
    • 2012-09-20
    • JP2011046062
    • 2011-03-03
    • Maeda Kosen Co Ltd前田工繊株式会社
    • YOSHIDA MASATERUMINAMI KAZUHIROYOSHIDA KOICHITAKENAKA HAJIMESAITO YUJI
    • E02B3/14E02D17/20
    • 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.
    • 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
    • 4. 发明专利
    • Falling stone protective facility
    • 落石保护设施
    • JP2009114743A
    • 2009-05-28
    • JP2007289465
    • 2007-11-07
    • Maeda Kosen Co Ltd前田工繊株式会社
    • MINAMI KAZUHIROKOBAYASHI HIROFUMIYOSHIDA MASATERUARAI KATSUHIKOKUBO HIKARI
    • E02D29/02E01F7/04E02D17/18
    • 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
    • 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
    • 7. 发明专利
    • Cement-base hardening material panel and wall surface structure of earth fill surface using the same
    • 水泥基硬化材料板及其表面的表面结构
    • JP2010150777A
    • 2010-07-08
    • JP2008328246
    • 2008-12-24
    • Maeda Kosen Co Ltd前田工繊株式会社
    • NISHIMOTO TOSHIHARUKOBAYASHI HIROFUMIMINAMI KAZUHIROAZUMA YUJI
    • E02D17/18E02D29/02
    • PROBLEM TO BE SOLVED: To provide a thin and lightweight cement-based hardening material panel which does not cause the problem of corrosion of a reinforcement and which can be transported and installed in a man-powered manner, and a wall surface structure of an earth fill surface using the hardening material panel.
      SOLUTION: A reinforcing raw material 2, which is entangled with a large number of synthetic resin fibers, is arranged within the thickness of the cement-based hardening material panel 1. A reinforcing material 6 is stuck on at least one of front and back sides; and a stay material 7 is elongated from one of front and back sides. A plurality of tiers of steel wall surface frames 9 are stacked on the side of the earth fill surface; and fill 10 is applied to the rear of the steel wall surface frame 9. A horizontally-continuing passage adjusting material 11 is mounted along the surface of the fill 10. The panel 1 is arranged along the steel wall surface frame 9; and the stay material 7 is held in the state of being elongated onto the fill 10 from the passage adjusting material 11.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种薄而轻的水泥基硬化材料面板,其不会引起钢筋腐蚀的问题,并且可以以人力方式运输和安装,并且壁表面结构 的使用硬化材料面板的填土表面。 解决方案:将与大量合成树脂纤维缠结的增强材料2设置在水泥基硬化材料面板1的厚度内。将增强材料6粘贴在前面的至少一个 和背面; 并且保持材料7从前侧和后侧之一延长。 多个层级的钢制墙面框架9堆叠在土壤填充表面的一侧; 并且将填充物10施加到钢壁表面框架9的后部。沿着填充物10的表面安装水平连续的通道调节材料11.面板1沿钢壁表面框架9布置; 并且保持材料7保持在从通道调节材料11延伸到填充物10上的状态。版权所有(C)2010,JPO&INPIT
    • 8. 发明专利
    • Wall surface structure of reinforced embankment, and construction method thereof
    • 加固工程的墙面结构及其施工方法
    • JP2010101106A
    • 2010-05-06
    • JP2008274938
    • 2008-10-24
    • Maeda Kosen Co Ltd前田工繊株式会社
    • NISHIMOTO TOSHIHARUYOSHIDA KOICHIMINAMI KAZUHIRO
    • E02D17/18E02D17/20
    • PROBLEM TO BE SOLVED: To facilitate the construction of a wall surface structure for protecting a reinforced embankment surface, and to ensure the absorption of dislocation of the embankment from the wall surface structure the its settlement and satisfactory draining of water generated in the embankment.
      SOLUTION: A reinforcing sheet 2 is laid on the back of a steel-made frame 1, and an embankment 3 is formed thereon. This procedure is repeated to construct a reinforced embankment A. A plurality of a joint material 5 having a loofah-like structure is vertically and horizontally disposed along the wall surface of the embankment A, and each joint material 5 is mutually connected to divide the wall surface into a plurality of pieces. A hardening material 8 is sprayed onto the wall surface including the joint material 5 to construct a wall surface structure B. The joint material 5 having the loofah-like structure absorbs the sedimentation of the embankment A and allows satisfactory draining of water.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了方便施工用于保护加固路基表面的墙面结构,并确保路堤从墙面结构中脱位的吸收,其沉降和在 堤。 解决方案:在钢制框架1的背面铺设加强板2,在其上形成路堤3。 重复该过程以构造加强路堤A.多个具有丝瓜状结构的接合材料5沿着路堤A的壁表面垂直和水平设置,并且每个接合材料5相互连接以将壁 表面成多个。 将硬化材料8喷涂到包括接合材料5的壁表面上以构成壁表面结构B.具有丝瓜状结构的接合材料5吸收路堤A的沉降并且允许令人满意地排出水。 版权所有(C)2010,JPO&INPIT
    • 9. 发明专利
    • Retaining block including fiber anchor belt
    • 保持块,包括纤维锚固带
    • JP2008050876A
    • 2008-03-06
    • JP2006229377
    • 2006-08-25
    • Maeda Kosen Co Ltd前田工繊株式会社
    • KAWAI HISASHIMINAMI KAZUHIRO
    • E02D17/18E02D29/02
    • PROBLEM TO BE SOLVED: To protect an anchor belt composed of synthetic resin fiber from concrete by improving the execution performance of work, which is lacked in a Terre Armee construction method.
      SOLUTION: At least the base end of the fibrous anchor belt 6 coated with resin is buried and fixed in concrete forming a retaining block 1. As a belt-like woven fabric 6 forming the anchor belt 5, a grid-like woven fabric may be used. Urethane resin or the like is used for covering. The blocks 1 are aligned, and the anchor belt 5 is stretched on the back banking 11. Further banking 11 is further performed thereon, thereby fixing the anchor belt 5 by friction with the lining earth. In some case, one end which is coated with resin is buried and fixed in the cast-in place concrete structure to form the anchor belt 5.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:通过提高Terre Armee施工方法缺乏的工作执行性能,保护由合成树脂纤维组成的锚固带,从混凝土中保护。 解决方案:至少将涂覆有树脂的纤维锚固带6的基端埋入并固定在形成保持块1的混凝土中。作为形成锚固带5的带状织物6,形成网格状编织物 可以使用织物。 聚氨酯树脂等用于覆盖。 块1对齐,锚带5在背板11上被拉伸。进一步的堤岸11进一步在其上进行,从而通过与衬层土的摩擦固定锚固带5。 在某些情况下,将涂有树脂的一端埋入并固定在现浇混凝土结构中,形成锚带5.版权所有(C)2008,JPO&INPIT
    • 10. 发明专利
    • Cement-base hardener product having fabric grid belt member, its manufacturing method, and method of constructing cement-base hardener structure
    • 具有织物网带部件的水泥基硬化产品及其制造方法和构造水泥基硬化剂结构的方法
    • JP2009046845A
    • 2009-03-05
    • JP2007212800
    • 2007-08-17
    • Maeda Kosen Co Ltd前田工繊株式会社
    • KAWAI HISASHIMINAMI KAZUHIRO
    • E02D17/18
    • PROBLEM TO BE SOLVED: To manufacture or construct a cement-base hardener product by easily connecting a fabric grid belt member formed by weaving synthetic resin fibers to the cement-base hardener product. SOLUTION: The base end part of the fabric grid belt member 5 in which at least the base end part is covered by a resin is fixedly buried in the hardener 14 of the cement-base hardener product 1. The fabric grid belt member 5 is formed in a grid shape by crossing the warps and wefts of woven fabric and net fabric formed by weaving fibers. The end is covered with a urethane resin. Since there are recesses and projections on the surface of the belt member 5 since the belt member is formed by weaving fibers, the frictional resistance force thereof is increased. Also, the belt member is formed in a grid shape, the hardener intrudes into the gaps of grids, and the drawing resistance force is increased. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:通过将通过编织合成树脂纤维形成的织物网格带构件容易地连接到水泥基固化剂产品来制造或构造水泥基硬化剂产品。 解决方案:其中至少基端部分被树脂覆盖的织物网格带构件5的基端部固定地埋在水泥基固化剂产品1的固化剂14中。织物网格带构件 5通过横穿由编织纤维形成的机织织物和网织物的经纱和纬纱而形成为格子形状。 末端用聚氨酯树脂覆盖。 由于带构件通过编织纤维形成,因此在带构件5的表面上存在凹部和突起,因此其摩擦阻力增大。 此外,带构件形成为格子状,硬化剂侵入格栅的间隙,并且拉拔阻力增大。 版权所有(C)2009,JPO&INPIT