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1. 发明专利

JP2003129423A REINFORCING FILLED BANK AND CONSTRUCTION METHOD OF THE SAME 审中-公开
公开(公告)号：JP2003129423A
公开(公告)日：2003-05-08
申请号：JP2001322712
申请日：2001-10-19
申请人： PUROTEKKU ENGINEERING KK , MAEDA KOSEN CO LTD
发明人： NOMURA TOSHIMITSU , INOUE SHOICHI , YOKOTA YOSHIHIRO , KUBO TETSUYA
IPC分类号： E01F7/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing filled bank of which the shearing resistivity is increased, and a construction method of the same. SOLUTION: Respective filling layers 11, 12, 13, etc., are provided to form a hierarchical structure, and a wall surface material is arranged on the normal end surface of each filling layer 11, 12, 13, etc. Respective sheet-shaped filling reinforcing material is connected to each wall surface material 30 in such a way that the reinforcing materials cross with each other alternately, and is buried in a filled bank 1 at every a distance in the height direction so as to cross with each other alternately.

2. 发明专利

JP2004011225A IMPACT ABSORBING DAM BODY 审中-公开
公开(公告)号：JP2004011225A
公开(公告)日：2004-01-15
申请号：JP2002164873
申请日：2002-06-05
申请人： YOSHIDA KOUZOU DESIGN KK , MAEDA KOSEN CO LTD , PUROTEKKU ENGINEERING KK , ACD KK
发明人： MUROI TOMOFUMI , NAGAYOSHI TETSUYA , YAMAZAKI ATSUSHI , YOSHIDA HIROSHI , YOKOTA YOSHIHIRO , INOUE SHOICHI , FUJII TOSHIHIRO
IPC分类号： E01F7/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a high-performance impact absorbing dam body at a low cost. SOLUTION: This impact absorbing dam body 10 has a resistor 40 having an impact receiving surface and columnar cushioning materials 20 and 30 consisting of bagged cushioning materials, which are arranged on the impact receiving surface of the resistor 40. A dispersive sheet 40 is interposed between the impact receiving surface of the resistor 40 and the cushioning material 30. COPYRIGHT: (C)2004,JPO

3. 发明专利

JP2004011224A IMPACT ABSORBING DAM BODY AND DESIGN METHOD THEREOF 审中-公开
公开(公告)号：JP2004011224A
公开(公告)日：2004-01-15
申请号：JP2002164870
申请日：2002-06-05
申请人： YOSHIDA KOUZOU DESIGN KK , MAEDA KOSEN CO LTD , PUROTEKKU ENGINEERING KK , ACD KK
发明人： MUROI TOMOFUMI , NAGAYOSHI TETSUYA , YAMAZAKI ATSUSHI , YOSHIDA HIROSHI , YOKOTA YOSHIHIRO , INOUE SHOICHI , FUJII TOSHIHIRO
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide an impact absorbing dam body having a high damping effect of kinetic energy, and a design method thereof. SOLUTION: In this design method of the impact absorbing dam body 1 having a resistor 2 having an impact receiving surface 21 on the mountain side of an inclined surface and a plurality of reinforcing materials substantially horizontally arranged at intervals in the inner part, the working force of impact strength of a fallen stone is determined to assume the structure of the resistor 2; the sliding surface of the resistor 2 is determined; the sliding force resulted from the working force for sliding the resistor 2 on the sliding surface along the sliding surface is determined; the resisting force resulted from the load of the resistor 2 on the sliding surface and the reinforcing material is determined; the safety ratio from the ratio of resisting force to sliding force is determined; and the structure of the resistor 2 is determined so that the safety ratio is within the range of a prescribed value. COPYRIGHT: (C)2004,JPO

4. 发明专利

JP2003129422A PROTECTIVE BANK 审中-公开
公开(公告)号：JP2003129422A
公开(公告)日：2003-05-08
申请号：JP2001322705
申请日：2001-10-19
申请人： PUROTEKKU ENGINEERING KK , MAEDA KOSEN CO LTD
发明人： NOMURA TOSHIMITSU , INOUE SHOICHI , YOKOTA YOSHIHIRO , KUBO TETSUYA
IPC分类号： E01F7/04 , E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a protective bank requiring no reinforcing work for a foundation ground. SOLUTION: The protective bank 1 comprises sheet-shaped filling reinforcing materials 20 laid in respective layers constituting a filled bank 10, wall surface materials 30 covering the normal surface of each filled layer 10a, 10b, 10c and so forth, each wall surface material having an almost L-shaped section, and a hard impact receiving slab 40. One end on the normal surface side of each filling reinforcing material 20 is connected to each wall surface material 30, and the hard impact receiving slab 40 consisting of one sheet of consecutively formed slab is set on the impact receiving surface 11 of the filled bank 10 in an integral manner.

5. 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

6. 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

7. 发明专利

JP2008121264A Dam body structure 有权
标题翻译： AM体结构
公开(公告)号：JP2008121264A
公开(公告)日：2008-05-29
申请号：JP2006305786
申请日：2006-11-10
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 , YOKOTA YOSHIHIRO , YOSHIDA MASATERU
IPC分类号： E01F7/04 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To enable rapid construction without needing large-scale construction work or a construction machine, and also enable structural calculation.
SOLUTION: A cubic or rectangular parallelepiped bag body 1 is filled with a granular matter 5 such as earth and sand to form a granular mass block 6. A plurality of such mass blocks 6 is stacked on the ground and juxtaposed laterally and longitudinally. A lower portion of a connecting pole 7 extending through the blocks is buried in the ground to form an anchor 8. An upper portion of the connecting column 7 may be connected with an anchor on natural ground or an auxiliary connecting pole 16. Since the bag body 1 is filled with the granular matter 5, the dam body structure can be constructed using only a simple construction device, and calculation as a structure therefor can be also performed.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：无需大型施工作业或施工机械即可实现快速施工，并能进行结构计算。解决方案：立方体或长方体状的袋体1填充有诸如泥土和砂粒的颗粒状物质5以形成颗粒块6。多个这样的块块6堆叠在地面上并且横向和纵向并置。延伸穿过块体的连接杆7的下部被埋在地面中以形成锚固件8.连接柱7的上部可以与自然地面上的锚固件或辅助连接杆16连接。由于袋子主体1填充有粒状物质5，因此可以仅使用简单的施工装置来构造坝体结构，并且还可以进行作为其结构的计算。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2006002406A Impact absorbing bank body and impact energy absorbing method 有权
标题翻译：影响吸收体积和冲击能量吸收方法
公开(公告)号：JP2006002406A
公开(公告)日：2006-01-05
申请号：JP2004178709
申请日：2004-06-16
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 , KOIZUMI ISAO , NISHIDA YOICHI , NODA HIROAKI , KOBAYASHI MASAHIRO
IPC分类号： E01F7/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide an impact absorbing bank body and an impact energy absorbing method, superior in the attenuation action of impact energy, and having high propagation performance.
SOLUTION: This impact absorbing bank body is mainly composed of reinforcing banking; and is composed of a semi-rigid layer 20 positioned so as to be capable of restricting a granular body, and a nonrigid layer 30 positioned adjacently to the semi-rigid layer 20. The impact absorbing bank body 10 is characterized by arranging the semi-rigid layer 20 on an impact receiving surface 11 of the impact absorbing bank body 10.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供冲击能量的衰减作用优异且具有高传播性能的冲击吸收堤体和冲击能量吸收方法。解决方案：这种吸收银行体系主要由加强银行业务组成; 并且由能够限制粒状体的半刚性层20和与半刚性层20相邻配置的非刚性层30构成。冲击吸收堤体10的特征在于，冲击吸收堤体10的冲击承受面11上的刚性层20。（C）2006年，JPO＆NCIPI

9. 发明专利

JP2005155191A Reinforced soil protection retaining wall 有权
标题翻译：强化土壤保护墙
公开(公告)号：JP2005155191A
公开(公告)日：2005-06-16
申请号：JP2003395956
申请日：2003-11-26
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 , YOSHIDA MASATERU , SUMIDA SHUNICHIRO
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a reinforced soil protection retaining wall having high energy absorptance at a small installation area. SOLUTION: The reinforced soil protection retaining wall consisting of a reinforced soil retaining wall constructed along a slope 10 by using a wall surface material 21 and a reinforced sheet 22 connected to the wall surface material 21 and horizontally laid on a filling material 24 is so constituted that a sectional shape of the reinforced soil retaining wall 20 is formed in an approximately reverse trapezoidal-shape and, at the same time, that an impact receiving surface of the upper surface of the reinforced soil retaining wall 20 is formed by inclining it toward a slope side. COPYRIGHT: (C)2005,JPO&NCIPI

10. 发明专利

JP2002242128A ROOF SLAB FOR PROTECTIVE STRUCTURE 失效
公开(公告)号：JP2002242128A
公开(公告)日：2002-08-28
申请号：JP2001040260
申请日：2001-02-16
申请人： YOSHIDA KOUZOU DESIGN KK , ACD KK , NIPPON ZENITH PIPE , PUROTEKKU ENGINEERING KK
发明人： YOSHIDA HIROSHI , FUJII TOSHIHIRO , SHIOMI MASANORI , INOUE SHOICHI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a roof slab for a protective structure capable of enhancing strength properties. SOLUTION: In a composite structure composed of concrete 32 and a steel product 31, the steel product 31 is formed with a protrusive streak 34 for prevention of bending deflection in a direction in which beam members 21 cross each other.

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