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1. 发明专利

JP2013092045A Rock fall preventing method 有权
标题翻译：摇摆防止方法
公开(公告)号：JP2013092045A
公开(公告)日：2013-05-16
申请号：JP2013009162
申请日：2013-01-22
申请人： Purotekku Engineering:Kk , 株式会社プロテックエンジニアリング , Officine Maccaferri Spa , オフィシネマッカフェリイソシエタペルアチオニ
发明人： FUJII TOMOHIRO , NOMURA TOSHIMITSU
IPC分类号： E01F7/04
CPC分类号： Y02A10/24
摘要： PROBLEM TO BE SOLVED: To provide a rock fall prevention method capable of preventing shallow landslide and fall of specific masses of rock.SOLUTION: In a rock fall prevention method, a slope is covered with a net body formed of rope materials combined with each other in intersecting directions and nets connected to the rope materials, and the net body is fixed on the slope. Anchors are inserted into the slope and a surface layer part of the slope is stabilized by the anchor. In order to prevent specific masses of rock on the slope from moving by the anchors and the net body, the anchors and the net body to be used are selected from slope data, geological data, and joint data of the specific masses of rock, and also intervals between the anchors are set. Considering the net body within a range surrounded by the anchors as one block, the selection and setting are made, and furthermore it is possible to set the intervals between the anchors to be different.
摘要翻译：要解决的问题：提供一种能够防止浅层滑坡和特定质量岩石坠落的防坠落方法。解决方案：在防坠落方法中，斜坡上覆盖有由交叉方向相互组合的钢丝绳材料构成的网体，网状物连接在网上，网体固定在斜坡上。锚固件被插入斜坡中，斜面的表层部分被锚固定。为了防止斜坡上的特定质量的岩石由锚和网体移动，要使用的锚点和网体从斜坡数据，地质数据和特定质量岩石的联合数据中选择，锚点之间的间隔也被设置。考虑到作为一个块由锚点包围的范围内的网体，进行选择和设置，此外可以将锚点之间的间隔设置为不同。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2009150131A Guard body 有权
标题翻译： GUARD BODY
公开(公告)号：JP2009150131A
公开(公告)日：2009-07-09
申请号：JP2007329334
申请日：2007-12-20
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 , YAMAMOTO MITSUAKI , INOUE SHOICHI , NOMURA TOSHIMITSU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a guard body which can avoid adverse effect of snow accumulation, avalanche, earth slide, rock fall, etc. on a connection member, dispenses with construction of a foundation, and is excellent in stability. SOLUTION: The guard body is formed of a support structure 3 erected on a slope 2, an underground portion 3B of the support structure 3, fixed to an underground area, and a brace rope 4 connecting between a ground portion 3A of the support structure 3 and a mountain side in front of the support structure 3. The brace rope 4 is connected to the vicinity of an installation surface location R of the support structure 3. When a load is imposed on the support structure 3 from the mountain side, a mountain-side ground bearing force acts on the underground portion 3B, and therefore the support structure can obtain a ground bearing force larger than that on a valley side. Further the brace rope 4 is not present in midair, and therefore it is proof against sagging even if a snow accumulation load is applied thereto, whereby the brace rope 4 bearing the support structure 3 is free from adverse effect of snow accumulation, avalanche, earth slide, rock fall, etc. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够避免积雪，雪崩，泥土滑落，岩石坠落等对连接构件的不利影响的防护体，省去了基础的构造，稳定性优异。解决方案：防护体由直立在斜坡2上的支撑结构3，固定在地下区域的支撑结构3的地下部分3B和连接在地面部分3A之间的支撑绳索4构成。支撑结构3和在支撑结构3的前方的山侧。支撑绳4连接到支撑结构3的安装表面位置R的附近。当从山侧施加负载施加在支撑结构3上时，山侧地面承受力作用在地下部分3B上，因此支撑结构可以获得大于谷侧的地面承受力。此外，支撑绳索4不存在于空中，因此即使施加积雪负荷也能防止下垂，由此，承载支撑结构3的支撑绳索4没有积雪，雪崩，地球的不利影响幻灯片，岩石坠落等。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2009138439A Pile structure and protective fence using the same 有权
标题翻译：使用它的桩结构和保护性结构
公开(公告)号：JP2009138439A
公开(公告)日：2009-06-25
申请号：JP2007316269
申请日：2007-12-06
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 , NOMURA TOSHIMITSU , INOUE SHOICHI
IPC分类号： E01F7/04 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a pile structure in which the structure of an underground portion is simplified and which has excellent working efficiency at site.
SOLUTION: A column body 4 is vertically installed on a slope 2 with a lock bolt 3. The column body 4 is supported by the upper parts of a pair of support members 5, 5. The lower parts of the support members 5, 5 are brought into contact with the rear both sides of the column body 4, respectively. The lower part of the column body 4 and the lower part of the support member 5 are connected to each other through a longitudinal connection member 6. The lower parts of the pair of support members 5, 5 are connected to each other through a lateral connection member 7. The lower part of the pair of support members 4 and the lower part of the support member 5 are connected to each other through the longitudinal connection member 6 and the lower parts of the pair of support members 5 are connected to each other through the lateral connection member 7 by driving the lock bolt 3 into the slope 2, erecting the column body 4 with the lock bolt 3, and supporting the rear side of the column body 4 by the pair of support members 5, 5 without using a large-sized boring device.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种地下部分的结构简化并且在现场具有优异的工作效率的桩结构。解决方案：柱体4垂直地安装在具有锁定螺栓3的斜面2上。柱体4由一对支撑构件5,5的上部支撑。支撑构件5的下部 5分别与柱体4的后两侧接触。柱体4的下部和支撑构件5的下部通过纵向连接构件6彼此连接。一对支撑构件5,5的下部通过横向连接彼此连接一对支撑构件4的下部和支撑构件5的下部通过纵向连接构件6彼此连接，并且一对支撑构件5的下部通过横向连接部件7通过将锁定螺栓3驱动到斜面2中，用锁定螺栓3竖立柱体4，并且通过一对支撑部件5,5而支撑柱体4的后侧，而不使用大的镗孔装置。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2008274624A Impact absorbing dam body 有权
标题翻译： IMPACT吸收AM体
公开(公告)号：JP2008274624A
公开(公告)日：2008-11-13
申请号：JP2007118538
申请日：2007-04-27
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 , FUJII TOSHIHIRO , NISHIDA YOICHI , YOSHIDA MASATERU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide an impact absorbing dam body which improves the efficiency of force transmission between an impact receiving slab and a filling dam body, and which can enhance damping performance.
SOLUTION: An impact receiving surface of the filling dam body is formed in a stepwise pattern, and the whole of the backside of the impact receiving slab is brought into contact along the impact receiving surface of the filling dam body, so that a continuous stepwise propagation surface can be formed between the impact receiving surface of the filling dam body and the backside of the impact receiving slab.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种冲击吸收坝体，其提高冲击接收板和填充坝体之间的力传递效率，并且可以增强阻尼性能。解决方案：填充坝体的冲击承受面以逐步形式形成，冲击接收板的背面整体沿着填充坝体的冲击承受面接触，使得可以在填充坝体的冲击承受面与冲击承受板的背面之间形成连续的阶梯式传播面。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2007063831A Protective body support structure and the protective body 审中-公开
标题翻译：保护性身体支撑结构和保护性身体
公开(公告)号：JP2007063831A
公开(公告)日：2007-03-15
申请号：JP2005250275
申请日：2005-08-30
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 , INOUE SHOICHI , NISHIDA YOICHI , UEISHI ISAO
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a protective body support structure which is constructed by using a smaller number of anchors, and excellent in workability, and to provide a protective body.
SOLUTION: The protective body support structure is formed of: a main support 11 erected on a slope 2; a diagonal support 13 which crosses the main support 11 such that the lower portion thereof is located on the front side of the main support 11; an upper rear rope member 31 connecting the upper portion of the main support 11 and the upper portion of the diagonal support 13; a lower rear rope member 32 connecting the upper portion of the diagonal support 13 and the lower portion of the main support 11; and an anchor 21 as a securing means for securing the lower portion of the diagonal support 13 to the slope 2. When a force in a direction in which the main support 11 frontward is tilted is applied due to avalanche or debris fall, strain is generated at the upper rear rope member 31 and the lower rear rope member 32 connected to the upper portion of the diagonal support 13, and since the lower portion of the diagonal support 13 is secured to the slope 2, the protective body support structure can resist a force in the direction in which the support is tilted in the forward direction by the rope members 31, 32.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过使用较少数量的锚固构造并且具有优异的可加工性的保护体支撑结构，并提供保护体。解决方案：保护体支撑结构由竖立在斜坡2上的主支架11形成; 一个对角支架13，它穿过主支架11，使其下部位于主支架11的前侧上; 连接主支撑件11的上部和对角支架13的上部的上后绳索构件31; 连接对角支架13的上部和主支架11的下部的下后绳构件32; 以及作为用于将对角撑条13的下部固定到斜面2的固定装置的锚固件21.当由于雪崩或碎屑落下而施加主支撑件11向前倾斜的方向上的力时，产生应变在上部后绳索构件31和下部后绳索构件32连接到对角支撑件13的上部，并且由于对角撑条13的下部固定到斜面2，所以保护体支撑结构可抵抗通过绳构件31,32在支撑件向前倾斜的方向上的力。（C）2007年，JPO和INPIT

6. 发明专利

JP2012117361A Protective surface structure 有权
公开(公告)号：JP2012117361A
公开(公告)日：2012-06-21
申请号：JP2011205657
申请日：2011-09-21
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 , NOMURA TOSHIMITSU , INOUE SHOICHI , FUJII TOMOHIRO
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a protective surface structure that is excellent in impact absorbing effect due to a novel structure combining a deformable support surface and a buffer member.SOLUTION: In a protective surface structure provided with a net body 4 supported by supporting poles 3, the net body 4 provided with a wire mesh 11 is deformable, and buffer bags 21 filled with sand are disposed on the net body 4. By combining the deformable net body 4 and the buffer bags 21, when receiving an impact force of a rockfall or the like, the impact force can be effectively absorbed by the deformation of the buffer bags 21 and the deformation of the net body 4. In this case, the sand in the buffer bags 21 receiving the impact force is moved, whereby the buffer bags 21 are deformed to absorb the impact force. As the net body 4 is deformed after the impact force is added to the buffer bags 21, the deformation of the net body 4 is small. As the net body 4 is provided between the supporting poles 3, 3 ..., the impact absorbing effect of a protective fence can be improved.

7. 发明专利

JP2012117360A Protective surface structure 有权
标题翻译：保护表面结构
公开(公告)号：JP2012117360A
公开(公告)日：2012-06-21
申请号：JP2011205656
申请日：2011-09-21
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 , NOMURA TOSHIMITSU , INOUE SHOICHI , FUJII TOMOHIRO
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a protective surface structure that is excellent in impact absorbing effect due to a novel structure combining a deformable support surface and a buffer member.SOLUTION: In the protective surface structure provided with a net body 4 supported by a main girder 54, the net body 4 provided with a wire mesh 11 is deformable, buffer bags 21B contain a granular material such as sand, the buffer bags 21B are disposed on the net body 4, and the deflection of the net body 4 is introduced by the weight of the buffer bags 21B. By combining the deformable net body 4 and the buffer bags 21B, when receiving an impact force of a rockfall or the like, the impact force can be effectively absorbed by the deformation of the buffer bags 21B and the deformation of the net body 4. In this case, the sand in the buffer bags 21B receiving the impact force is moved, whereby the buffer bags 21B are deformed to absorb the impact force. As the net body 4 is deformed after the impact force is added to the buffer bags 21B, the deformation of the net body 4 is small.
摘要翻译：要解决的问题：提供一种由于结合了可变形支撑表面和缓冲构件的新颖结构而具有优异的冲击吸收效果的保护性表面结构。解决方案：在由主梁54支撑的网体4的保护表面结构中，设有丝网11的网体4是可变形的，缓冲袋21B包含诸如砂的颗粒材料，缓冲袋 21B设置在网状体4上，网状体4的挠曲通过缓冲袋21B的重量被引入。通过组合可变形网体4和缓冲袋21B，当接收到岩石等的冲击力时，可以通过缓冲袋21B的变形和网体4的变形来有效地吸收冲击力。在这种情况下，接收冲击力的缓冲袋21B中的沙子被移动，由此缓冲袋21B变形以吸收冲击力。当网体4在冲击力加到缓冲袋21B之后变形时，网体4的变形小。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2011111808A Buffer for net body of guard fence 有权
标题翻译：网络保卫员的BUFFER
公开(公告)号：JP2011111808A
公开(公告)日：2011-06-09
申请号：JP2009269331
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
CPC分类号： E01F7/045
摘要： PROBLEM TO BE SOLVED: To provide a buffer for a net body of a guard fence, which can enhance the effect of absorbing an impact by the net body, by increasing the amount of deformation of the net body, in the action of an impact force of a rock fall, earth slide, an avalanche, etc.
SOLUTION: The net body 4 includes a net body folded portion 24 which has an oblique wire rod as a wire rod folded back at an edge, and a net body crossed portion 23 in which the oblique wire rods cross each other; and the net body folded portion 24 or the net body crossed portion 23 is coupled to an upper horizontal rope material 11 or a vertical rope material 52 as a material-to-be-coupled of the guard fence 1 by means of a rope material 40 for cushioning and a buffer implement 30. When impact energy is applied to the net body 4 by the rock fall etc., the buffer implement 30 is frictionally slid with respect to the rope material 40 by the net body folded portion 24 or the net body crossed portion 23, so as to absorb the impact energy; and the buffer implement 30 can be moved to secure a large amount of deflection of the net body 4 by the movement of the buffer implement 30 and enhance the effect of absorbing the impact energy.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于防护栅网的净体的缓冲器，其可以通过增加网体的变形量来增强吸收网体的冲击的效果，岩石坠落的冲击力，滑雪板，雪崩等。解决方案：网体4包括网体折叠部分24，其具有作为在边缘处折回的线材的倾斜线材，并且网状体交叉部23，其中倾斜的线棒彼此交叉; 并且网体折叠部分24或网体交叉部分23通过绳材料40联接到上水平绳索材料11或垂直绳材料52作为防护栅1的要被联接的材料用于缓冲和缓冲工具30.当通过岩石坠落等将冲击能量施加到网体4时，缓冲工具30通过网体折叠部分24或网体相对于绳索材料40摩擦滑动交叉部分23，以便吸收冲击能量; 并且缓冲器具30可以通过缓冲工具30的移动而移动以确保网状体4的大量挠曲，并增强吸收冲击能量的效果。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2010024691A Designing method for avalanche preventing protrusion, the avalanche preventing protrusion, and avalanche preventing structure 审中-公开
标题翻译：防雷击设计方法，防雷预防和防雷措施结构
公开(公告)号：JP2010024691A
公开(公告)日：2010-02-04
申请号：JP2008186567
申请日：2008-07-17
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 , NOMURA TOSHIMITSU , INOUE SHOICHI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide an avalanche preventing protrusion capable of effectively preventing damages of avalanches on slopes.
SOLUTION: In the design method for designing an avalanche preventing protrusion 1 for preventing avalanche by a protrusion body 3 erected at a slope 2, the height of the protrusion body 3 is set 0.3-0.6 times of depth of snow in the perpendicular direction to the slope of designed depth of snow Hs. Thereby, generation of whole avalanche can be prevented, the material cost and construction cost can be reduced to be superior in effect to cost performance, because of small size of the protrusion body 3. Also, the structure becomes suitable for a small scale slope 2, and for example, an avalanche preventing structure superior in economy can be constructed, in the small scale slope 2 having a length of the slope 2 of 10-30 m and a height of the slope 2 of 7-20 m.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供能够有效防止雪崩上的雪崩损坏的防雪崩突起。解决方案：在设计用于防止由斜面2竖立的突起体3产生雪崩的防雪突起1的设计方法中，突出体3的高度设定为垂直于雪的深度的0.3〜0.6倍方向到设计的雪深度的坡度。由此，能够防止整个雪崩的产生，因为突起体3的尺寸小，因此能够将材料成本和施工成本降低到成本性能上优异。另外，该结构适合于小规模的坡度2 例如，在斜坡2的长度为10〜30μm，斜坡2的高度为7〜20μm的小型坡度2中，能够构成经济性优异的防雪崩结构。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2010001679A Guard fence 有权
标题翻译： GUARD FENCE
公开(公告)号：JP2010001679A
公开(公告)日：2010-01-07
申请号：JP2008162599
申请日：2008-06-20
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： FUJII TOSHIHIRO , NISHIDA YOICHI , NOMURA TOSHIMITSU , INOUE SHOICHI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a guard fence capable of reducing a force applied to a post or the like by increasing the amount of deformation when impact force of a falling stone, an avalanche, or the like is applied.
SOLUTION: The posts 2 are erected with a space, and a net body 3 is provided between the posts 2. Upper and lower rope members 4U, 4S are provided between the posts 2, and the net body 3 is provided between the upper and lower rope members 4U, 4S and connected to the upper and lower rope members 4U, 4S by buffer implements 14. The net body 3 is thereby deformed when receiving impact force of the falling stone, avalanche, or the like, and the upper and lower rope members 4U, 4S to which the force is transmitted from the net body 3 are deformed. The impact force is absorbed by the buffer implements 14. In this example, the buffer implements 14 are enlarged in diameter to further deform the net body 3. The amount of deformation is thereby increased, and the impact force can be efficiently absorbed while reducing the force applied to the post 2 or the like.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过在施加落石，雪崩等的冲击力时增加变形量来减小施加到柱等的力的护栏。
解决方案：柱2竖立有空间，并且在柱2之间设置有网体3.上和下绳构件4U，4S设置在柱2之间，并且网体3设置在上下绳索构件4U，4S，并通过缓冲装置14连接到上下绳索构件4U，4S。当受到落石，雪崩等的冲击力时，网体3因此变形，并且从网体3传递力的下绳索构件4U，4S变形。冲击力被缓冲器具14吸收。在该示例中，缓冲器具14的直径被扩大以进一步使网体3变形。因此，变形量增加，并且可以有效地吸收冲击力，同时减少施加到柱2等的力。版权所有（C）2010，JPO＆INPIT

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