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1. 发明专利

JP2005126935A Method of forming revetment using cylindrical bag body 审中-公开
标题翻译：使用圆柱形袋体形成轮廓的方法
公开(公告)号：JP2005126935A
公开(公告)日：2005-05-19
申请号：JP2003361513
申请日：2003-10-22
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： MAEDA HIDEFUMI , YOSHIDA KOICHI , TAKAGAKI KATSUHIKO
IPC分类号： E02B3/12 , E02B3/04
摘要： PROBLEM TO BE SOLVED: To provide a method of forming a revetment constructible on a plane or a steep slope with sandbags lifted and moved very easily and adjustable in the cushioning degree also at a site.
SOLUTION: A first cylindrical bag body formed of a mesh sheet material, having an opening M and provided with a hanging part at a side face is placed on a construction object face, and in the arranged state on the construction object face, an inside filling material 4 is filled from the opening M of the cylindrical bag body. After filling, the opening M of the cylindrical bag body is closed, and then a second cylindrical bag body is placed along the first cylindrical bag body. Thereafter such work is sequentially repeated for juxtaposition.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种形成在平面或陡坡上构造的护岸的方法，其中沙袋提升并且移动非常容易并且在缓冲区也可在现场调节。解决方案：在构造物体表面上放置由具有开口M并在侧面设置有悬挂部的网状片材形成的第一圆柱形袋体，并且在构造物体表面上的布置状态下，从圆柱形袋体的开口M填充内部填充材料4。填充后，将圆筒状袋体的开口M封闭，然后沿着第一圆筒状袋体放置第二圆筒状的袋体。此后，这些工作依次重复并列。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2007017113A Risk prevention method for land mine 审中-公开
标题翻译：土地风险防范方法
公开(公告)号：JP2007017113A
公开(公告)日：2007-01-25
申请号：JP2005201006
申请日：2005-07-08
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： MAEDA HIDEFUMI
IPC分类号： F42D5/05 , D03D1/00
CPC分类号： F42D5/05 , F41H11/12
摘要： PROBLEM TO BE SOLVED: To provide a risk prevention method against a land mine capable of making quickly and surely a land mine buried zone safe, without providing a risk of exploding the land mine positively to be removed.
SOLUTION: In this risk prevention method when the unexploded land mine is exploded, an explosion preventive fabric sheet 2 having gas permeability or elasticity for moderating pressure in the explosion of the land mine is laid in the ground buried with the unexploded land mine to prevent the risk against the land mine. The explosion preventive fabric sheet 2 may be laid also to be covered with a soil. The explosion preventive fabric sheet 2 may be provided also with an IC chip 7 or a sensor 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了能够迅速确定地雷埋地区的地雷提供防范风险的措施，不会有积极的地雷爆炸的危险。
解决方案：在未爆炸地雷爆炸的这种风险防范方法中，将具有透气性或弹性的防爆织物片材2放置在与未爆炸地雷埋地的地雷中，防止对地雷的风险。防爆织物片2也可以铺设成被土壤覆盖。防爆织物片2也可以设置有IC芯片7或传感器6.版权所有：（C）2007，JPO＆INPIT

3. 发明专利

JP2006045897A Civil engineering mat and its construction method 有权
标题翻译：民用工程及其施工方法
公开(公告)号：JP2006045897A
公开(公告)日：2006-02-16
申请号：JP2004228011
申请日：2004-08-04
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： MINAMIMOTO MASASHI , UMEDA AKIHIRO , MAEDA HIDEFUMI
IPC分类号： E02B3/12
摘要： PROBLEM TO BE SOLVED: To provide a civil engineering mat and its construction method, capable of surely protecting a revetment and a slope face, by restraining the sliding movement by further increasing frictional resistance with a construction surface. SOLUTION: In this civil engineering mat 1, an installation object is installed on a laying sheet 2 laid on the construction surface by using an installing means. A reinforcing plate 7 for reinforcing installation of the installation object by the installing means, is arranged on the construction surface side of the laying sheet. In the civil engineering mat, an antislipping projection 7a is arranged on the construction surface side of this reinforcing plate. For example, the antislipping projection 7a is an object formed by bending the four corners of the reinforcing plate 7. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过进一步增加施工表面的摩擦阻力，通过限制滑动运动，提供一种能够确保护岸和坡面的土木工程垫及其施工方法。解决方案：在该土木工程垫1中，通过使用安装装置将安装对象安装在铺设在施工表面上的敷设板2上。用于通过安装装置加强安装物体的加强板7设置在铺设板的施工表面侧。在土木工程垫中，在该加强板的构造面侧设置防滑突起7a。例如，防滑突起7a是通过弯曲加强板7的四个角形成的物体。（C）版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2004218263A Reinforced-earth wall structure and its construction method 审中-公开
公开(公告)号：JP2004218263A
公开(公告)日：2004-08-05
申请号：JP2003006431
申请日：2003-01-14
申请人： Gifu Univ , Maeda Kosen Co Ltd , 前田工繊株式会社 , 岐阜大学長
发明人： YASHIMA ATSUSHI , MAEDA HIDEFUMI
IPC分类号： E02B3/12 , E02D17/18 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a reinforced-earth wall structure, in which a strength against external force is increased while the face of a slope can be protected by considering the maintenance of a natural environment, and a construction method, by which the reinforced-earth wall structure, in which the strength against external force is increased while the face of the slope can be protected by considering the maintenance of the natural environment, can be built.
SOLUTION: The reinforced-earth wall structure 11 is constituted by laying geotextiles 13 as a reinforcing material in reinforced-earth walls 12 built on the front of the face of the slope N of a river facing a water way. The geotextiles 13 are laid so as to be continuously extended extensively over the whole cross direction of reinforced-earth walls 12. At least 0.5 m is required as lengths in the cross direction of the geotextiles 13 while the geotextiles 13 are set in 40% or less of the heights of the walls 12 or 3 m or less.
COPYRIGHT: (C)2004,JPO&NCIPI

5. 发明专利

JP2003278129A Erosion prevention panel capable of achieving tree planting and spreading method therefor 审中-公开
标题翻译：可以实现树木植被和扩张方法的防腐面板
公开(公告)号：JP2003278129A
公开(公告)日：2003-10-02
申请号：JP2002079595
申请日：2002-03-20
申请人： Asahi Kasei Corp , Maeda Kosen Co Ltd , Mitsubishi Kagaku Sanshi Corp , Mitsubishi Plastics Ind Ltd , Mitsui Kagaku Sanshi Kk , Natl Inst For Land & Infrastructure Management Mlit , Pub Works Res Inst Ministry Of Constr , Taiyo Kogyo Corp , Tanaka:Kk , Toyobo Co Ltd , Unitica Fibers Ltd , ユニチカファイバー株式会社 , 三井化学産資株式会社 , 三菱化学産資株式会社 , 三菱樹脂株式会社 , 前田工繊株式会社 , 国土交通省国土技術政策総合研究所長 , 太陽工業株式会社 , 建設省土木研究所長 , 旭化成株式会社 , 東洋紡績株式会社 , 株式会社田中
发明人： FUJITA KOICHI , HATTORI ATSUSHI , MIURA NOBUTAKA , HOKAN KISHIO , MASUO TAKAYUKI , SUGIYAMA TAKANOBU , MIYAZAKI KOSUKE , NAKAI KIYOKAZU , YAMANAKA TOMOHISA , KURAMOTO TAKAHIRO , NISHIDA TAKASHI , OKAMOTO TOSHIO , MINAMIMOTO MASASHI , MAEDA HIDEFUMI , FUKUDA YUKICHI , TANAKA HIROBUMI , SUZUKI MINORU , NISHIMURA ATSUSHI , SHINTANI HIDETO , KOSUGE MASAHIRO , MITSUARA NAOYA , KONO MASAHIKO , TSUJIMOTO KEIZO , ISHIDA ZENICHI , SAKOBE TADAYUKI
IPC分类号： E02B3/12 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide an erosion prevention panel capable of constituting a surface of slope having satisfactory beauty by integrating sediment filled into a porous structural body, soil cover, and sodding into a panel, preventing a danger that a plant flows out from a panel body due to flowing water, and reducing cost owing to the achievement of efficiency of a spreading process onto the surface of slope to provide a spreading body thereof. SOLUTION: A porous structural body is constituted by a box body 9 which is composed of a bottom wall 10 and a side wall 11 and has the netlike whole body and a threadlike material 13, a tapelike material, and a netlike material or a composite material of them which are made of synthetic resin. It is composed of an erosion prevention sheet 12 inserted into the box body 9 to cover an upper face of the bottom wall, soil filled into the erosion prevention sheet, soil cover 14 arranged on the erosion prevention sheet, and plants 15 such as turf planted over the whole face of the erosion prevention sheet. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供一种能够构成具有令人满意的美丽的斜坡表面的防侵蚀面板，其将填充到多孔结构体中的沉积物，土壤覆盖物和Sodding集成到面板中，防止植物流动的危险由于流水而从面板主体出来，并且由于在斜面的表面上实现扩展过程的效率而降低成本，以提供其扩展体。解决方案：多孔结构体由箱体9构成，箱体9由底壁10和侧壁11构成，并且具有网状全体和线状材料13，网状材料和网状材料，或它们由合成树脂制成的复合材料。由防腐片12插入到箱体9中以覆盖底壁的上表面，填充到防侵蚀片中的土壤，设置在防侵蚀片上的污物覆盖物14，以及种植草坪的植物15 在防腐板的整个面上。版权所有（C）2004，JPO

6. 发明专利

JP2011137370A Retaining wall embankment structure 有权
标题翻译：保留墙体结构
公开(公告)号：JP2011137370A
公开(公告)日：2011-07-14
申请号：JP2011033389
申请日：2011-02-18
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： YOKOTA YOSHIHIRO , KAWAI HISASHI , YOSHIDA KOICHI , MAEDA HIDEFUMI
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a retaining wall embankment structure, which is free from breakage or rupture due to rusting and excellent in earthquake resistance, can minimize deformation with time while enhancing the stability of an embankment body, and further can reduce the earth pressure acting on a retaining block to improve the stability of the retaining wall block.
SOLUTION: In the retaining wall embankment structure in which a side surface of a bank of earth is covered by building up a plurality of retaining wall blocks 30, the retaining block 30 having a connecting portion 31 on the back surface thereof, the connecting portion 31 having a plurality of connection holes on the back surface thereof in the height direction; a fiber-made mesh-like strip belt 40 connected to the connection hole; a constraining sheet 90 laid on the slope side of each embankment layer while enclosing an end portion of each embankment layer; and a sheet-like geogrid 70 laid and embedded in each embankment layer are used in combination. A deformation absorption layer is formed between the back surface of the retaining blocks 30 and the bank of earth, the side surface of the bank of earth is covered with a double wall structure composed of the retaining wall blocks 30 and the deformation absorption layer.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种由于生锈而没有破裂或破裂以及抗地震性优异的挡土墙结构，可以随着时间的推移最小化变形，同时提高路基的稳定性，并且还可以减少作用在挡土块上的土压力可提高挡土墙块的稳定性。解决方案：在通过建立多个挡土墙块30来覆盖地层的侧面的挡土墙结构中，保持块30在其后表面上具有连接部31，连接部分31在其后表面上沿高度方向具有多个连接孔; 连接到连接孔的纤维制的网状条带40; 每个路堤层的斜面上放置约束片90，同时包围每个路堤层的端部; 并且组合地铺设并嵌入每个路堤层中的片状土工格栅70。在保持块30的后表面和地堤之间形成变形吸收层，用保持壁块30和变形吸收层构成的双层壁结构覆盖地层的侧面。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2011094481A Structure for retaining wall and embankment 有权
标题翻译：保留墙和结构的结构
公开(公告)号：JP2011094481A
公开(公告)日：2011-05-12
申请号：JP2011033299
申请日：2011-02-18
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： YOKOTA YOSHIHIRO , KAWAI HISASHI , YOSHIDA KOICHI , MAEDA HIDEFUMI
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a structure for retaining walls and embankments, which significantly improves the stability of reinforced embankments and retaining wall blocks. SOLUTION: In the a structure for retaining walls and embankments in which a side surface of a bank of earth is covered by piling a plurality of retaining wall blocks, fiber-made strip belts are connected to the back surface of the retaining blocks, the strip belts connected to the retaining blocks are buried in the bank of earth constructed by filling earth on the back side of the retaining blocks, a sheet-like geogrid is laid on the bank of earth, and displacement of each retaining wall block is restrained through the fiber-made strip belts buried in the bank of earth. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于挡土墙和堤防的结构，这显着地提高了加固路堤和挡土墙的稳定性。解决方案：在用于通过堆叠多个挡土墙块来覆盖地层的侧面的用于挡土墙和路堤的结构中，纤维制成的带状带连接到保持块的后表面连接到保持块的带状带被埋在通过在保持块的背面填充土的构造的地层中，将片状土工格栅铺设在地层上，并且每个挡土墙块的位移为通过埋在地球上的纤维带状带束缚。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2005163271A Constrained soil structure and work execution method therefor 有权
标题翻译：有限的土壤结构和工作执行方法
公开(公告)号：JP2005163271A
公开(公告)日：2005-06-23
申请号：JP2003399739
申请日：2003-11-28
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： YAMAGUCHI YOSHIRO , YOSHIDA KOICHI , MAEDA HIDEFUMI
IPC分类号： E02B3/08 , E02B3/12 , E02D17/18 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To remarkably reduce the term of works and the construction cost by improving the constraint of a filling material in a reinforcement area.
SOLUTION: In this structure, a reinforcement sheet 30 having a length to surround the reinforcement area, a constrained soil unit 50 is formed by a retaining wall mat 10 set on the reinforcement sheet 30 and the filling material 20 entrained by the reinforcement sheet 30, and stretched and roller-compacted, and a plurality of constrained soil units 50 are piled up in multi-layer or a plurality of constrained soil units 50 are installed in a plane.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过改善加固区域中的填充材料的约束来显着减少工程期限和施工成本。解决方案：在这种结构中，具有围绕加强区域的长度的加强板30，受限的土壤单元50由设置在加强板30上的保持壁垫10和由加强件夹带的填充材料20形成片材30，并且被拉伸和辊压，并且多个受约束的土壤单元50堆叠在多层中，或者多个受约束的土壤单元50安装在平面中。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2004218261A Construction method for vegetation foundation layer and vegetation foundation layer forming material used for this construction method 审中-公开
公开(公告)号：JP2004218261A
公开(公告)日：2004-08-05
申请号：JP2003006429
申请日：2003-01-14
申请人： Gifu Univ , Maeda Kosen Co Ltd , 前田工繊株式会社 , 岐阜大学長
发明人： YASHIMA ATSUSHI , MAEDA HIDEFUMI
IPC分类号： A01G1/00 , C08L101/16 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a vegetation foundation layer for shortening time until a plant vegetated in the vegetation foundation layer firmly takes root in a face of slope, and a vegetation foundation layer forming material used for this construction method.
SOLUTION: This vegetation foundation layer 10 is constructed via a process of laying a vegetation net 11 on the face of slope N, a process of filling sediment on the vegetation net 11 and a process of vegetating a lawn G of a root growing state on the vegetation net 11. The root of the lawn G quickly intrudes and entwines with a mesh 11b of the vegetation net 11. Thus, the constructed vegetation foundation layer 10 can shorten a period until the root entwines with the vegetation net 11 more than a conventional period for seeding and planting the face of a slope N by growing from a seed. In addition to that, extraction strength of the lawn G to the face of the slope N can be enhanced.
COPYRIGHT: (C)2004,JPO&NCIPI

10. 发明专利

JP2004089038A Planting base sheet mat, and method for protecting slope with the same and sodding method 审中-公开
公开(公告)号：JP2004089038A
公开(公告)日：2004-03-25
申请号：JP2002252726
申请日：2002-08-30
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： MAEDA HIDEFUMI , TAKAGAKI KATSUHIKO , MINAMIMOTO MASASHI
IPC分类号： A01G1/00 , A01G1/12 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a planting base sheet mat which can surely plant a plant such as turf on a slope or a flat ground. SOLUTION: The planting base sheet mat 1 formed by filling a filler 4 in a porous structure 2 is characterized in that the filler 4 comprises one or more of earth and sand, fertilizers and charcoal flakes, has a granule diameter adjusted to give a solid phase rate of ≤80%, and is filled in the spaces 3 of the porous structure 2. Thereby, inclined planes such as the slopes of developed lands or river levees can surely be protected, and the greening of flat grounds and bedrocks can surely be performed. COPYRIGHT: (C)2004,JPO

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