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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

JP2008002102A Load bearing material and manufacturing method for it 有权
标题翻译：负载轴承材料及其制造方法
公开(公告)号：JP2008002102A
公开(公告)日：2008-01-10
申请号：JP2006170739
申请日：2006-06-20
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 , FUJII TOSHIHIRO , NISHIDA YOICHI , YAMAMOTO MITSUAKI , UEISHI ISAO
IPC分类号： E01F7/04 , E04C3/10 , E04C3/32
摘要： PROBLEM TO BE SOLVED: To provide a load bearing material, improving the strength of a steel pipe bearing compressive force in the longitudinal direction due to external force.
SOLUTION: This load bearing material includes: the steel pipe 2; and a steel bar 3 disposed in the steel pipe 2 to apply tensile force in the longitudinal direction of the steel pipe 2. Paired bearing plates 4, 4 are provided at spaces in the longitudinal direction on the steel pipe 2, and the steel bar 3 has elastic restoring force for expanding the space between the bearing plates 4, 4, so that tensile force can be applied in the longitudinal direction of the steel pipe 2 by the elastic restoring force for expanding the space between the bearing plates 4, 4. Accordingly, when the compressive force in the longitudinal direction is applied to the steel pipe 2 by bending moment, the tensile force of the steel bar 3 resists against the compressive force to obtain load bearing material 1 having strong against the load.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供承载材料，由于外力而提高钢管轴承在纵向方向上的压缩力的强度。
解决方案：该承载材料包括：钢管2; 以及设置在钢管2中的钢棒3，以在钢管2的长度方向上施加张力。在钢管2上沿长度方向的空间设置配对的支承板4,4，钢棒3 具有用于使轴承板4,4之间的空间扩大的弹性恢复力，从而能够通过用于扩大支承板4,4之间的空间的弹性恢复力在钢管2的长度方向施加张力。因此当通过弯矩对钢管2施加长度方向的压缩力时，钢筋3的抗拉力抵抗压缩力，得到承受负荷的承载材料1。版权所有（C）2008，JPO＆INPIT

6. 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

7. 发明专利

JP2012117277A Protective surface structure 有权
标题翻译：保护表面结构
公开(公告)号：JP2012117277A
公开(公告)日：2012-06-21
申请号：JP2010267700
申请日：2010-11-30
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
CPC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.
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：在由支撑杆3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，并且在网体4上设置有填充有砂的缓冲袋21。通过组合可变形网体4和缓冲袋21，当接收到岩石等的冲击力时，可以通过缓冲袋21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21中的沙子移动，由此缓冲袋21变形以吸收冲击力。当网体4在冲击力加到缓冲袋21之后变形时，网体4的变形小。当网体4设置在支撑杆3,3 ...之间时，可以提高防护栏的冲击吸收效果。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2011089374A Guard fence 有权
标题翻译： GUARD FENCE
公开(公告)号：JP2011089374A
公开(公告)日：2011-05-06
申请号：JP2009245956
申请日：2009-10-26
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： NODA HIROAKI , FUJII TOSHIHIRO , NISHIDA YOICHI , NOMURA TOSHIMITSU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a guard fence which is superior in a shock absorption effect by a net body. SOLUTION: The guard fence is constituted by erecting supports 3T, 3, 3, 3T at spacings in the right-and-left directions and by providing the net body 4 between the supports 3T, 3T. The right-and-left edges of the net body 4 are provided so that they can move, and at least one of the right-and-left edges of the net body 4 can move to the center side by the impact force exerted between the right-and-left edges of the net body 4. Therefore, when impact energy is applied in the midsection of the net body 4 by a falling rock R or the like, at least one of the right-and-left edges moves to the center side. Because of this, the amount of deformation of the net body 4 can be made large, and the absorption effect of the impact energy can be improved. Moreover, since at least one of the right-and-left edges moves to the center side, a large force is not exerted on the support 3T at the terminal. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过网体具有优良的减震效果的护栏。
解决方案：护栏是通过在左右方向间隔设置支架3T，3,3,3T，并通过在支架3T，3T之间设置网体4而构成的。网体4的左右边缘被设置成使得它们能够移动，并且网状体4的左右两个边缘中的至少一个可以通过施加在该网体4之间的冲击力而移动到中心侧因此，当通过落下的岩石R等在网体4的中部施加冲击能量时，左右边缘中的至少一个移动到网状体4的左右边缘。中心侧。因此，能够使网体4的变形量大，能够提高冲击能的吸收效果。此外，由于右边缘和左边缘中的至少一个移动到中心侧，所以在端子上的支撑件3T上不施加大的力。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2009203681A Rock fall preventing structure and rock fall preventing method 审中-公开
标题翻译：岩石防止结构和岩石防倒伏的方法
公开(公告)号：JP2009203681A
公开(公告)日：2009-09-10
申请号：JP2008045936
申请日：2008-02-27
申请人： Officine Maccaferri Spa , Purotekku Engineering:Kk , オフィシネマッカフェリイソシエタペルアチオニ , 株式会社プロテックエンジニアリング
发明人： FUJII TOSHIHIRO , NOMURA TOSHIMITSU
IPC分类号： E01F7/04
CPC分类号： E02D17/202 , E01F7/045 , G06F17/50
摘要： PROBLEM TO BE SOLVED: To provide a rock fall preventing structure which prevents shallow landslide and fall of specific masses of rock, and to provide a rock fall preventing method.
SOLUTION: According to the rock fall preventing structure, a slope 1 is covered with a net body 2 formed of rope members 3, 4 combined with each other in intersecting directions, and wire gauze 5 connected to the rope members 3, 4. The rope members 3, 4 of the net body 2 are fixed to the slope 1 by anchors 6. Then the anchors 6 are inserted into the slope 1 to stabilize a surface layer of the slope 1, and therefore the anchors 6 and the net body 2 exert a strength that inhibits the specific masses of rock 22 of the slope 1 from moving. In this manner shallow landslide of the slope 1 is prevented by the anchors 6, and at the same time movement of the specific masses of rock 22 of the slope 1 is blocked by the anchors 6 and the net body 2, which leads to prevention of fall of the same.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供防止浅层滑坡和特定质量岩石坠落的防坠落结构，并提供防止跌落的方法。解决方案：根据防坠落结构，斜面1被由相互相交的绳构件3,4形成的网体2覆盖，并且连接到绳构件3,4的丝网5 网体2的绳构件3,4通过锚固件6固定在斜坡1上。然后将锚固件6插入斜坡1中以稳定斜坡1的表面层，从而锚固件6和网身体2发挥抑制斜坡1的岩石22的特定质量的移动的强度。以这种方式，通过锚固件6防止斜坡1的浅滑坡，同时斜坡1的特定质量的岩石22的运动被锚6和网体2阻挡，这导致防止秋天一样。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2009185514A Shock absorbing fence 有权
标题翻译：震动吸收
公开(公告)号：JP2009185514A
公开(公告)日：2009-08-20
申请号：JP2008026345
申请日：2008-02-06
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
IPC分类号： E01F7/04
CPC分类号： E01F7/045
摘要： PROBLEM TO BE SOLVED: To provide a shock absorbing fence improved in rock fall capturing performance and enhanced in safety while minimizing change of an effective height of a protective net at the time of occurrence of rock fall.
SOLUTION: According to the structure of the shock absorbing fence, a safety net is arranged between a fringe of the protective net and the ground surface. In case of occurrence of rock fall, while maintaining closure of a gap at a lower portion of the protective net, the safety net exerts extensive deformation according to deflective deformation of the protective net.
COPYRIGHT: (C)2009,JPO&INPIT

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