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1. 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

2. 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

3. 发明专利

JP2008115643A Geotextile/geogrid with distortion detecting function, and distortion detecting system 审中-公开
标题翻译：具有失真检测功能的地球物理/地球物理学和失真检测系统
公开(公告)号：JP2008115643A
公开(公告)日：2008-05-22
申请号：JP2006301453
申请日：2006-11-07
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： YOKOTA YOSHIHIRO , KAWAI HISASHI , YOSHIDA KOICHI
IPC分类号： E02D17/18 , G01B7/16
摘要： PROBLEM TO BE SOLVED: To provide a geogrid/geotextile with a distortion detecting function, which is excellent in economical efficiency and handleability. SOLUTION: The geotextile or geogrid with the distortion detecting function is formed by arranging longitudinal members and transverse members like a grid. According to the structure of the geotextile or geogrid, reinforcing wires are arranged in the longitudinal members or the transverse members, and conductive wires capable of adjusting breaking distortion are also arranged in the longitudinal members or the transverse members almost in parallel with the reinforcing wires, respectively. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供具有经济效率和可操作性优异的失真检测功能的土工格栅/土工织物。
解决方案：具有失真检测功能的土工织物或土工格栅通过布置纵向构件和横向构件而形成，如网格。根据土工织物或土工格栅的结构，在纵向构件或横向构件中设置增强线，并且在纵向构件或横向构件中也配置有能够调整断裂变形的导线与加强线几乎平行，分别。版权所有（C）2008，JPO＆INPIT

4. 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

5. 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

6. 发明专利

JP2010090534A Reinforcement structure of paved road 有权
标题翻译：道路加固结构
公开(公告)号：JP2010090534A
公开(公告)日：2010-04-22
申请号：JP2008258326
申请日：2008-10-03
申请人： Maeda Kosen Co Ltd , Nippo Corp , West Nippon Expressway Co Ltd , 前田工繊株式会社 , 株式会社Nippo , 西日本高速道路株式会社
发明人： YOSHIDA KOICHI , SEKIGUCHI YOKO , OTA HIDEKI , TATSUOKA FUMIO , ISHIGAKI TSUTOMU , OMOTO SHINOBU , OKUZUMI TOYOE
IPC分类号： E01C3/00 , E01C5/00 , E01C7/32
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement structure of a paved road to be constructed at low cost in a short period. SOLUTION: In this reinforcement structure of a paved road, a road bed, a road base, and a hard pavement layer are laminated on the upper part of a base support layer. A reinforcement support layer for supporting the hard pavement layer is formed between the base support layer and the hard pavement layer. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：在短时间内以低成本提供铺设的道路的加强结构。解决方案：在铺设道路的加固结构中，在基础支撑层的上部层叠道床，路基和硬路面层。在基底支撑层和硬路面层之间形成用于支撑硬路面层的加固支撑层。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2009287364A Reinforcing soil wall and construction method 有权
标题翻译：加固土墙和施工方法
公开(公告)号：JP2009287364A
公开(公告)日：2009-12-10
申请号：JP2008144284
申请日：2008-06-02
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： NISHIMOTO TOSHIHARU , YOSHIDA KOICHI
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a construction method of reinforcing soil wall, which can be adapted even for an emergent construction with satisfactory integration with a rear embankment.
SOLUTION: A filling material 3 is packed in a bag body 1 of a soil wall structure B and set on the ground, and an embankment 4 is placed in the rear. One end portion of two end portions of a suspension belt 2 of the soil wall structure B is separated from the bag body 1 and laid over the embankment 4. A reinforced soil wall A is constructed by repeating procedures of stacking another soil wall structure B on the soil wall structure B, placing the embankment 4 in the rear thereof, and laying the separated suspension belt 2 over the embankment 4.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种加固土墙的施工方法，其甚至适用于与后堤路一致的紧急施工。解决方案：将填充材料3包装在土壤壁结构B的袋体1中并设置在地面上，并且将路堤4放置在后部。土体壁结构B的悬挂带2的两个端部的一端部与袋体1分离并铺设在路堤4上。加强的土壤壁A通过重复将另一个土壤壁结构B堆叠在一起的过程来构造土体墙结构B，将路堤4放置在其后部，并将分离的悬挂带2铺设在路堤4上。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2010101106A Wall surface structure of reinforced embankment, and construction method thereof 有权
标题翻译：加固工程的墙面结构及其施工方法
公开(公告)号：JP2010101106A
公开(公告)日：2010-05-06
申请号：JP2008274938
申请日：2008-10-24
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： NISHIMOTO TOSHIHARU , YOSHIDA KOICHI , MINAMI KAZUHIRO
IPC分类号： E02D17/18 , E02D17/20
摘要： 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
摘要翻译：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

JP2010037805A Equipment for evaluating stability of banking structure 有权
标题翻译：评估结构稳定性的设备
公开(公告)号：JP2010037805A
公开(公告)日：2010-02-18
申请号：JP2008201707
申请日：2008-08-05
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： NISHIMOTO TOSHIHARU , YOSHIDA KOICHI , TSUJI SHINICHIRO
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide equipment for evaluating stability of a banking structure, which prevents checkers from making different judgements.
SOLUTION: Characteristically, the equipment includes at least a storage means in which evaluation element items of the bank structure and an evaluation formula constituted by combining evaluation elements together are stored, a data acquiring means for generating a data input screen based on the evaluation element items, a determination means for computing information on the stability of the banking structure by applying the evaluation elements, input by a user, to the evaluation formula, and a display means for displaying the information on the stability; and the evaluation elements are composed of a factor (1) which derives from the deformation of the banking structure and its periphery, a topographic factor (2), and a functional factor (3). Additionally, the information on the stability is diagrammatically displayed in the display means, so that the stability of the banking structure can also be more visually understood and grasped.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供评估银行结构稳定性的设备，防止检查人员做出不同的判断。解决方案：特征在于，该设备至少包括存储装置，其中存储了银行结构的评估元素项目和通过将评估元素组合在一起构成的评估公式，数据获取装置，用于基于评估要素项目，确定装置，用于通过应用由用户输入的评价要素来计算关于银行结构的稳定性的信息，以及用于显示关于稳定性的信息的显示装置; 评估要素由银行业结构及其外围变形因素（1），地形因子（2）和功能因素（3）组成。此外，关于稳定性的信息在显示装置中示意性地显示，从而也可以更加直观地理解和掌握银行结构的稳定性。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2005155145A Construction method for reinforced earth retaining wall and structure of the reinforced earth retaining wall 有权
标题翻译：加固地板保持墙的结构方法和加固地板保持墙的结构
公开(公告)号：JP2005155145A
公开(公告)日：2005-06-16
申请号：JP2003394483
申请日：2003-11-25
申请人： Maeda Kosen Co Ltd , 前田工繊株式会社
发明人： YOKOTA YOSHIHIRO , KAWAI HISASHI , YOSHIDA KOICHI , YOSHIDA MASATERU , TATSUTA NAOKI
IPC分类号： E02D17/18 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a construction structure for filling with high stability and a construction method for the filling.
SOLUTION: A construction method for the reinforced earth retaining wall 10 constructed by burying a filling reinforced material 20 in the filling 20 in the horizontal direction comprises a process precedently constructing the filling until the height to be completed while performing rolling pressure while being buried by taking out the end section of the filling reinforced material 20 to the side of the filling 30, a process setting retaining wall blocks 40 at a interval capable of being worked from the side of the filling 30 by a worker, a process connecting the end section of the filling reinforced material 20 taken out to the side of the filling 30 to the back of the retaining wall blocks 40 and a process constructing a buffer layer 50 by filling a space between the retaining wall block 40 and the side of the filling 30 with a granular material to disperse by absorbing soil pressure of the filling 30.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于填充高稳定性的结构结构和用于填充的施工方法。解决方案：通过在填充物20中沿水平方向埋入填充增强材料20而构造的加强型土挡土墙10的施工方法包括以下步骤：在进行轧制压力的同时先施加填料直至待完成的高度，同时通过将填充增强材料20的端部部分取出到填充物30的侧面，通过工人从填充物30的侧面以间隔的方式设置保持壁块40，将连接填充强化材料20的端部从填充物30的一侧取出到挡土墙块40的背面，以及通过填充挡土墙块40和填充物侧面之间的空间来构造缓冲层50的工艺 30具有通过吸收填充物30的土壤压力而分散的颗粒材料。版权所有（C）2005，JPO＆NCIPI

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