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21. 发明专利

JP2009091889A Support structure of protective body, and the protective body 有权
标题翻译：保护体的支撑结构和保护体
公开(公告)号：JP2009091889A
公开(公告)日：2009-04-30
申请号：JP2008222628
申请日：2008-08-29
申请人： Purotekku Engineering:Kk , 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 , FUJII TOSHIHIRO , YAMAMOTO MITSUAKI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a support structure of a protective body, which is equipped with a stable structure and which is excellent in constructibility on a job site, and the protective body.
SOLUTION: This support structure of the protective body comprises: a main support 11 which is erected on a slope face 2; an oblique support 14 which is provided in such a manner as to cross the main support 11 and the lower portion of which is positioned on the front side of the main support 11; an upper rear connecting material 61 for connecting an upper portion of the main support 11 and that of the oblique support 14 together; a lower rear connecting material 62 for connecting the upper portion of the oblique support 14 and a lower portion of the main support 11 together; a front-side fixing means 15 for fixing the lower portion of the oblique support 14 to the slope face 2; and a vertical rope material 75 as a front-side connecting portion for connecting the upper portion of the oblique support 14 and the lower portion of the main support 11 together. A main-support angle θK of the front side of the main support 11 to a reference line K, which connects the lower portion of the main support 11 and that of the oblique support 14 together, is set at 85° or less. Thus, since the main support 11 is inclined forward with respect to the reference line K, the structure stabilized against a load applied from the front side can be obtained.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种保护体的支撑结构，其具有稳定的结构，并且在作业现场具有优异的构造性和保护体。解决方案：保护体的该支撑结构包括：竖立在倾斜面2上的主支撑件11; 倾斜支撑件14设置成跨过主支撑件11并且其下部位于主支撑件11的前侧上; 用于将主支撑件11的上部和倾斜支撑件14的上部连接在一起的上后连接材料61; 用于将倾斜支撑件14的上部和主支撑件11的下部连接在一起的下后连接材料62; 用于将倾斜支撑件14的下部固定到斜面2的前侧固定装置15; 以及作为用于将倾斜支撑件14的上部和主支撑件11的下部连接在一起的前侧连接部的垂直绳材料75。将主支撑体11的前侧与将主支架11的下部与倾斜支撑件14的下部连接在一起的基准线K的主支撑角度θK设定为85°以下。因此，由于主支架11相对于基准线K向前倾斜，因此可以获得从前侧施加的负载稳定的结构。版权所有（C）2009，JPO＆INPIT

22. 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

23. 发明专利

JP2006183327A Snow avalanche protecting fence 审中-公开
标题翻译：雪山保护区
公开(公告)号：JP2006183327A
公开(公告)日：2006-07-13
申请号：JP2004377970
申请日：2004-12-27
申请人： Arugosu Kk , Purotekku Engineering:Kk , 株式会社アルゴス , 株式会社プロテックエンジニアリング
发明人： INOUE SHOICHI , NISHIDA YOICHI , UEISHI ISAO
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a small and inexpensive snow avalanche protecting fence which can be constructed on a ground site inferior in strength such as a steep line of a mountain.
SOLUTION: A traffic road is provided on a slope M at the lower side of a warped mountain side slope T of the protruded steep line S. The snow avalanche protecting fence 10 is provided near the steep line S. The snow avalanche protecting fence 10 comprises supporting columns 12 to be erected at intervals on the slope M and net materials 20 provided as protecting faces between the supporting columns 12, 12. The snow avalanche protecting fence 10 is provided on a mountain side slope Y near the steep line S for protecting snow accumulated near the steep line S from dropping down from the steep line S.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种小而廉价的雪崩保护栅栏，可以在诸如山陡峭的强度的地面站点上建造。
解决方案：在突出的陡峭线S的翘曲的山坡T的下侧的斜坡M上设置交通道路。雪橇保护栅栏10设置在陡峭的线S附近。雪雪保护围栏10包括在斜坡M上间隔设置的支撑柱12和设置在支撑柱12,12之间的保护面的网状材料20.雪崩保护栅栏10设置在靠近陡峭线S的山坡边Y上用于保护陡线S附近累积的积雪不会从陡峭的线S下降。（C）版权所有（C）2006，JPO＆NCIPI

24. 发明专利

JP2005351047A Reinforcing structure of guard fence 审中-公开
标题翻译：加强保卫结构
公开(公告)号：JP2005351047A
公开(公告)日：2005-12-22
申请号：JP2004176134
申请日：2004-06-14
申请人： Arugosu Kk , Purotekku Engineering:Kk , 株式会社アルゴス , 株式会社プロテックエンジニアリング
发明人： INOUE SHOICHI , NISHIDA YOICHI , UEISHI ISAO
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a guard fence having excellent workability and improving the protective function of the guard fence.
SOLUTION: The lower end of a guard fence body 1 with posts 2, 2 erected at spaces on a slope M and with protective faces 4 provided between the posts 2, 2, is placed on the slope M, and the guard fence body 1 and anchors 9 provided at the front slope M are connected by installation ropes 6U, 6D. A plurality of reinforcing posts 2 higher than the guard fence body 1 are erected at spaces near the guard fence body 1, and upper protective faces 4A higher than the protective faces 4 are provided between the reinforcing posts 12, 12. With the existing guard fence body 1 left as it is, the protective faces 4 are extended upward to improve the protective function.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供具有优异的可加工性的护栏的加固结构，并提高护栏的保护功能。
解决方案：安装在斜坡M上的空间处设置有柱2,2的防护栏体1的下端，并且设置在柱2,2之间的防护面4被放置在坡道M上，护栏设置在前坡M处的主体1和锚9通过安装绳索6U，6D连接。在护栏体1附近的空间处竖立有多个比护栏体1高的加固柱2，在加固柱12,12之间设置有比保护面4高的上保护面4A。主体1保持原样，保护面4向上延伸以提高保护功能。版权所有（C）2006，JPO＆NCIPI

25. 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

26. 发明专利

JP2011111807A Protective body and method for renovating existing protective body 有权
标题翻译：保护身体和改造现有保护体的方法
公开(公告)号：JP2011111807A
公开(公告)日：2011-06-09
申请号：JP2009269330
申请日：2009-11-26
申请人： Purotekku Engineering:Kk , 株式会社プロテックエンジニアリング
发明人： NISHIDA YOICHI , OGAWA AKIRA , FUJII TOSHIHIRO , INOUE SHOICHI , NOMURA TOSHIMITSU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a protective body capable of reducing a force applied to a foundation from a support, when receiving an impact force.
SOLUTION: In a guard fence, the supports 3 are erected at intervals; and a net body 4 as a protective surface is provided among the supports 3. The supports 3 comprise H-shaped steel 5 as a core material, the lower portion of which is embedded and fixed in a concrete foundation as a foundation, and a pipe material 6 which is externally fitted to an upper portion of the H-shaped steel 5. The pipe material 6 is fixed to the H-shaped steel 5, so that a plastic hinge can be formed in the lower portion of the pipe material 6 by the impact force applied to the guard fence as the protective body. When the impact force is applied to the guard fence so as to apply a predetermined level of force or above forcing the support 3 to fall, the lower portion of the pipe material 6 is plastically deformed to prevent the generation of great bending moment in the lower portion of the pipe material 6. Since the bending moment generated in the pipe material 6 can be reduced in this way, the force applied to the concrete foundation 2 from the pipe material 6 is decreased.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在受到冲击力时能够从支撑体减小施加到基础的力的保护体。
解决方案：在防护栏中，支架3间隔竖立; 并且在支撑体3之间设置作为保护面的网体4.支撑体3包括作为芯材的H形钢5，其下部嵌入并固定在作为基础的混凝土基础中，并且管材料6，其外部安装在H形钢5的上部。管材6固定在H型钢5上，从而可以在管材6的下部形成塑料铰链，通过施加到护栏的冲击力作为保护体。当冲击力施加到防护栅栏上以施加预定水平的力或以上强制支撑件3下降时，管材6的下部被塑性变形，以防止在下部产生大的弯曲力矩由于可以以这种方式减少在管材6中产生的弯矩，所以从管材6施加到混凝土基座2的力减小。版权所有（C）2011，JPO＆INPIT

27. 发明专利

JP2010101046A Cover structure and expansion construction method for the same 审中-公开
标题翻译：其结构和扩展结构方法
公开(公告)号：JP2010101046A
公开(公告)日：2010-05-06
申请号：JP2008272516
申请日：2008-10-22
申请人： Purotekku Engineering:Kk , 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 , NOMURA TOSHIMITSU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a cover structure which an miniaturize a member serving as a principal girder and can adjust and check a compression member or a tensile member after installing the cover structure.
SOLUTION: The cover structure includes a mountain-side support 2 disposed at the mountain side, and the principal girder 3 whose base end is fixed to the mountain-side support 2. The principal girder 3 is composed of a structural member 11 provided with a PC steel material 22 placed at the upper outside of the structural member 11 to give a compressive force to the structural member 11, and with a PC steel material 22 placed on the lower outside of the structural member 11 to give a tensile force thereto. The principal girder 3 serving as a cantilever is thus improved in strength. Because the compressive member and the tensile member are placed outside the structural member 11, the outer dimension of the structural member 11 can be made more smaller than a dimension in the case of placing both members in the structural member 11 and the state of a compressive force and tensile force can be checked and reset after installing the cover structure.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种使作为主梁的构件小型化的盖结构，并且可以在安装盖结构之后调节和检查压缩构件或拉伸构件。解决方案：盖结构包括设置在山侧的山侧支撑件2和其基端固定到山侧支撑件2的主梁3。主梁3由结构构件11 设置有放置在结构构件11的上部外部的PC钢材料22，以向结构构件11施加压缩力，并且将PC钢材22放置在结构构件11的下部外侧上以产生张力于此。因此，作为悬臂的主梁3的强度提高。由于压缩构件和拉伸构件放置在结构构件11的外部，因此结构构件11的外部尺寸可以制造成比将两个构件放置在结构构件11中的尺寸和压缩状态在安装盖结构后，可以检查并复位力和拉力。版权所有（C）2010，JPO＆INPIT

28. 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

29. 发明专利

JP2008106450A Impact absorbing fence 有权
标题翻译：影响吸收
公开(公告)号：JP2008106450A
公开(公告)日：2008-05-08
申请号：JP2006287784
申请日：2006-10-23
申请人： Purotekku Engineering:Kk , 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
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To solve the problem that only received and absorbed impact energy of limited magnitude can be absorbed only by receiving the impact of a rock fall and the like through the use of only the impact absorbing performance of a guard net alone.
SOLUTION: Supports 1 are erected at proper intervals; upper and lower wire ropes 3 run across the supports; and ends of the wire ropes are gripped by buffering fittings 4 and 7. A net material 8 is provided in a tensioned state between the upper and lower wire ropes 3, so as to constitute the guard fence. A plurality of weight bodies 9 such as thinned wood are juxtaposed along the guard net. When the impact force of the rock fall etc. acts on the weight body 9, the weight body 9 exerts a braking force which tries to push back the impact force by its weight, so as to attenuate the impact of the rock fall. When the impact force acting on the wire ropes 3 and 5 exceeds the gripping force of the buffering fittings 4 and 7, the wire ropes 3 and 5 generate a frictional force in the buffering fitting 4, and attenuate the impact by the frictional force.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了解决只有通过仅使用防护网的冲击吸收性能才能接收到受到和吸收的有限数量的冲击能量的问题，才能通过接收岩石坠落等的影响来吸收的问题单独。
解决方案：支架1以适当的间隔竖立; 上部和下部钢丝绳3穿过支撑件; 钢丝绳的端部由缓冲配件4和7夹持。网状材料8以上下电线3之间的张紧状态设置，构成护栏。多个重量体9，例如变薄的木材，沿着防护网并列。当岩石的撞击力等作用在重量体9上时，重量体9施加制动力，该制动力试图通过其重量来推压冲击力，以便减轻岩石坠落的冲击。当作用在钢丝索3和5上的冲击力超过缓冲配件4和7的夹持力时，钢丝索3和5在缓冲配件4中产生摩擦力，并且通过摩擦力来减弱冲击。版权所有（C）2008，JPO＆INPIT

30. 发明专利

JP2008075285A Avalanche guard fence 审中-公开
标题翻译： AVALANCHE GUARD FENCE
公开(公告)号：JP2008075285A
公开(公告)日：2008-04-03
申请号：JP2006253470
申请日：2006-09-19
申请人： Arugosu Kk , Purotekku Engineering:Kk , 株式会社アルゴス , 株式会社プロテックエンジニアリング
发明人： NOMURA TOSHIMITSU , NISHIDA YOICHI , UEISHI ISAO
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide an avalanche guard fence excellent in workability, which facilitates the securement of passage through a lower traffic route.
SOLUTION: A protective surface of the avalanche guard fence 1 is provided on a mountain-side slope 2, the lower section of which is provided with a road 5. A net body 4 constituting the protective surface is inclined in such a manner that a leading end is lower than a base end, and the slope 2 is inclined more steeply than the net body 4. An angle θ of slope inclination of a section, where the guard fence 1 is installed, of the slope 2 is set at 60°or more. The valley side of the road 5 is formed as a slope 6. Thus, accumulated snow S on the slope 2, which is received by the net body 4, can be dropped toward the valley-side slope 6 below the outside from the leading end of the net body 4.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供优异的可操作性的雪崩护栏，这有助于通过较低的交通路线的固定。解决方案：雪崩护栏1的保护表面设置在山坡2上，其下部设有道路5.构成保护表面的网体4以这种方式倾斜前端低于基端，斜坡2比网体4更倾斜。斜坡2的安装护栏1的部分的坡度角度θ设定为 60°以上。道路5的谷侧形成为斜坡6.因此，由网体4接收的斜坡2上的积雪S可以从外部的前端向下方的谷侧坡6下降的网站4.版权所有（C）2008，JPO＆INPIT

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