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1. 发明专利

JP2008025316A Selection method for earth-retaining retaining wall structure, construction method of earth-retaining retaining wall and earth-retaining retaining wall 有权
标题翻译：地球保持墙结构选择方法，地球保持墙和地球保持墙的构造方法
公开(公告)号：JP2008025316A
公开(公告)日：2008-02-07
申请号：JP2006202437
申请日：2006-07-25
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Ringyo Doboku Shisetsu Kenkyusho , 日鐵住金建材株式会社 , 財団法人林業土木施設研究所
发明人： IBA SHIGEO , KATO TAKAAKI , ISHIDA KATSUYA , NODA TATSU
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To obtain a selection method for an earth-retaining retaining wall structure, which reduces the excavation of a solid bedrock to the utmost. SOLUTION: In installing a plurality of post materials 4, stretching a wall surface material between the post materials, and performing back-filling to construct the earth-retaining retaining wall, subsurface exploration is performed for the ground 2 of a slope to construct the earth-retaining retaining wall. (1) In the case where the slope ground is a first pattern ground, in which there is little soft surface ground on a solid bed rock 2b, H-steel post material 4A is used as the post material. (2) In other cases, a hollow post material is used. (2-1) In the case where the slope ground is a second pattern ground in which there is soft surface ground on a solid bedrock, and the soft surface ground is thicker on the upper part and thinner on the lower part, a lower back cutout cylindrical post material 4B is used as the hollow post material. (2-2) In the case where the slope ground is a third pattern ground in which there is soft surface ground on a solid bedrock, and the soft surface ground is thick extending over the whole height of the post material, the whole cylindrical post material 4C is used as the hollow post material. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了获得最大限度地减少固体基岩的挖掘的挡土挡土墙结构的选择方法。解决方案：在安装多个立柱材料4时，在柱材料之间拉伸壁表面材料，并执行回填以构造接地保持挡土墙，对斜坡的地面2进行地下勘探构造挡土挡土墙。（1）在斜坡地面是固体床岩石2b上几乎没有软表面磨削的第一模式地面的情况下，使用H型钢柱材料4A作为桩材。（2）在其他情况下，使用中空的立柱材料。（2-1）在斜坡地面是固体基岩上具有软表面地面的第二图案地面的情况下，上部的软表面地面较厚，下部较薄，切口圆柱形柱材料4B用作中空支柱材料。（2-2）斜坡地面是在固体基岩上具有软表面地面的第三图案地面，软地面较厚地延伸到立柱材料的整个高度上时，整个圆柱柱材料4C用作中空支柱材料。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2009041242A Earth retaining structure, and corrugated steel plate panel for use in it 审中-公开
标题翻译：接地保持结构及其使用的腐蚀性钢板面板
公开(公告)号：JP2009041242A
公开(公告)日：2009-02-26
申请号：JP2007206284
申请日：2007-08-08
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Shinrin Doboku Shisetsu Kenkyusho:Kk , 日鐵住金建材株式会社 , 株式会社森林土木施設研究所
发明人： IBA SHIGEO , KATO TAKAAKI , ISHIDA KATSUYA , NODA TATSU
IPC分类号： E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To simplify the operation of joining a wall surface material to a cylindrical form. SOLUTION: In this earth retaining structure, the cylindrical forms 10, in which a plurality of corrugated steel plate panels 1 and 1' are joined together in circumferential and height directions, are arranged at an interval; the insides of them are filled with a filler; the wall surface material 14 is laid between the cylindrical forms 10 adjacent to each other; and sediment is backfilled on the backside. A flange 5 of a circumferential end of the corrugated steel plate panel 1 for mounting the wall surface material 14 is extended out to the outside with respect to a flange 3 of a height-direction end, so as to serve as a wall surface material mounting portion 5b. The wall surface material 14 is joined to the wall surface material mounting portion 5b. The operation of sandwiching a wall surface material mounting plate as a separate member between flanges 4 and 4 becomes unnecessary differently from a conventional structure in which the wall surface material mounting plate is sandwiched between the flanges 4 and 4. Additionally, since the size of the diameter of the cylindrical form 10 does not become larger by the thickness of the plate, the fine adjustment of making the corrugated steel plate panel in a proper location shorter by the thickness of the plate becomes unnecessary. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了简化将壁表面材料接合到圆柱形状的操作。解决方案：在该保持结构中，以多个波纹钢板1和1'在周向和高度方向上连接在一起的圆柱形状10以间隔布置; 他们的内部充满了填充物; 壁表面材料14被放置在彼此相邻的圆柱形模10之间; 背面填充沉积物。用于安装壁面材料14的波纹状钢板面板1的圆周端的凸缘5相对于高度方向端的凸缘3向外延伸，以用作壁面材料安装部分5b。壁面材料14与壁面材料安装部5b接合。与壁面材料安装板夹在凸缘4和4之间的常规结构不同，夹着壁表面材料安装板作为凸缘4和4之间的分离构件的操作变得不必要。另外，由于圆柱形形状10的直径不会因板的厚度而变大，所以不需要将波纹钢板的适当位置缩短到板的厚度的细微调节。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2010133248A Prevention fence for falling rock, structure including the same and method for constructing the prevention fence 有权
标题翻译：防止岩石的防护，包括其中的结构和构造防护技术的方法
公开(公告)号：JP2010133248A
公开(公告)日：2010-06-17
申请号：JP2010028559
申请日：2010-02-12
申请人： Kappaa Herishiizu Kenkyusho:Kk , Koiwa Kanaami Co Ltd , Nippon Steel & Sumikin Metal Products Co Ltd , Nippon Steel Corp , Taihei Seisakusho:Kk , 小岩金網株式会社 , 新日本製鐵株式会社 , 日鐵住金建材株式会社 , 有限会社カッパー・ヘリシーズ研究所 , 株式会社大平製作所
发明人： KINOSHITA MASATAKA , SUGIMOTO MASAKAZU , YOSHIMURA YASUTSUGU , KATSURA NOBUHIKO , TSUTSUMINO TAKEMI , KOBAYASHI SHUNICHI , IWASA NAOTO , HORI KENGO , ISHIDA KATSUYA
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To exhibit an excellent shock-absorbing performance while enabling an efficient and simple construction. SOLUTION: A prevention fence for falling rocks, which receives the falling rocks is composed as follows. A hollow columnar body 20 includes net members 25 vertically and laterally combining linear elements formed in a spiral shape, wherein the outer diameter of the spiral is approximately doubles the diameter of the linear element, and is capable of self-holding the shape. A plurality of the hollow columnar bodies 20 without arranging the linear elements in the vertical direction are arranged so that mutual side ends 26 are superposed in the direction of extension at the net part configuring the side end of the hollow columnar body 20. Furthermore, the hollow columnar bodies 20 are connected to each other by adding spiral linear elements 55 for connection to the net members 25 of the side ends 26. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：具有优异的减震性能，同时实现高效简单的结构。解决方案：接收坠落岩的落石防护围栏组成如下。中空柱状体20包括网状构件25，其垂直和横向地组合形成为螺旋形状的线性元件，其中螺旋形的外径将线性元件的直径大致加倍，并且能够自我保持该形状。多个没有在上下方向排列线状元件的中空柱状体20配置成使得相互的侧端26在构成中空柱状体20的侧端的网状部分的延伸方向上重合。而且，空心圆柱体20通过添加用于连接到侧端26的网构件25的螺旋线性元件55彼此连接。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2009256987A Steel frame installing apparatus, earth retaining wall, and construction method of the same 有权
标题翻译：钢框架安装设备，地板保持墙及其构造方法
公开(公告)号：JP2009256987A
公开(公告)日：2009-11-05
申请号：JP2008108456
申请日：2008-04-18
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Shinrin Doboku Shisetsu Kenkyusho:Kk , 日鐵住金建材株式会社 , 株式会社森林土木施設研究所
发明人： ISHIDA KATSUYA , ICHIMURA MASAHIKO , TAGUCHI ISAMU
IPC分类号： E02D29/02 , E02D17/20
CPC分类号： Y02A10/24
摘要： PROBLEM TO BE SOLVED: To provide a steel frame installing apparatus capable of easily and speedily performing the operation of installing a steel frame to the ground which requires execution accuracy regardless of properties and the shape of the ground nor the size of an execution space, to provide an earth retaining wall constructed by the use of the apparatus, and to provide a construction method of earth retaining walls. SOLUTION: The steel frame installing apparatus 5 is installed between the ground 11 and a steel frame 1 when a plurality of column materials 26 of an earth retaining wall 10 on which the plurality of column materials 26 are tilted and erected by installing the steel frame 1 on the ground 11 and filling a filler material 4 in the steel frame 1. The steel frame installing apparatus 5 is provided with a means comprising a member 8 for installation and a plurality of foundation bolts 7 for installing the member 8 for installation on the ground 11 via the plurality of foundation bolts 7, adjusting the height of the member 8 for installation by the plurality of foundation bolts 7, and fixing the member for installation in a tilted state. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢框架安装装置，其能够容易且快速地执行将钢框架安装到地面上，无论属性和地面的形状以及执行的大小如何，都需要执行精度以提供通过使用该装置构造的挡土墙，并提供一种挡土墙的施工方法。解决方案：当通过将多个柱材料26倾斜并架设在其上的多个立柱材料26的地面11和钢框架1之间安装钢架安装装置5时，钢框架1在地面11上，并在钢框架1中填充填充材料4.钢框安装装置5设置有包括用于安装的构件8和多个用于安装构件8的基础螺栓7的装置通过多个基础螺栓7在地面11上调整用于通过多个基础螺栓7进行安装的构件8的高度，并将该构件固定在倾斜状态。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2009275434A Steel slit dam and method for constructing the same 有权
标题翻译：钢丝滑块及其构造方法
公开(公告)号：JP2009275434A
公开(公告)日：2009-11-26
申请号：JP2008128745
申请日：2008-05-15
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OSUMI HISASHI , KOKURYO HIROSHI , SANO KIYOSHI , HORI KENGO , ISHIDA KATSUYA , TAKEDA IPPEI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam constructed by burying a sheath tube in a concrete sleeve section and inserting a beam into the sheath tube, capable of effectively transmitting a shearing stress generated by the load transmitted to the sheath tube through the beam, and enabling the construction efficiency to be increased and also provide a method for constructing the steel slit dam. SOLUTION: This steel slit dam comprises concrete dam bodies 2 formed on both sides of a river in the river width direction, center columns 16 vertically installed between the dam bodies 2 at predetermined intervals in the river width direction, reinforcement members 21 assembled upward from the bottom side and buried in the dam bodies 2, sheath tubes 22 supported by the reinforcement members 21 and buried in the bank bodies 2 in such a manner as to open toward the center of the river, and a beam 14 having both ends inserted into the sheath tubes 22 and installed between the bank bodies 2 while crossing the center columns 16. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过将护套管埋在混凝土套管部分中并将梁插入护套管而构成的钢槽坝，能够有效地传递由传递到护套管的负载产生的剪切应力通过梁，能够提高施工效率，并提供构造钢筋坝的方法。解决方案：该钢切割坝包括形成在河宽方向上的河流两侧的混凝土坝体2，沿河流宽度方向以预定间隔垂直地安装在坝体2之间的中心塔16，组装的加强构件21 从底部向上并且埋设在坝体2中，护套管22由加强构件21支撑并且以向河的中心开放的方式埋在堤体2中，并且具有两端的梁14 插入护套管22中并安装在堤体2之间，同时穿过中心柱16.版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2008184737A Rockfall prevention fence 有权
标题翻译：摇滚防护
公开(公告)号：JP2008184737A
公开(公告)日：2008-08-14
申请号：JP2007016439
申请日：2007-01-26
申请人： Forest Civil Engineering Facilities Research Institute , Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社 , 財団法人林業土木施設研究所
发明人： TATSUKI MASABUMI , AOKI TAKESHI , ISHIDA KATSUYA , SAWADA KAZUHIRO , TAGUCHI ISAMU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To increase strength against a rockfall without upsizing section steel. SOLUTION: In this rockfall prevention fence, a plurality of supports 2, the lower portions of which are embedded in an existing foundation 11, are erected at proper intervals; the section steel 3 is almost horizontally laid between the supports 2; and a buffer material 5 for absorbing the energy of a falling rock is attached to at least the section steel 3. At least one reinforcing member 12 is arranged between the supports 2 in such a manner as to almost vertically cross the section steel 3. A bottom surface of the reinforcing member 12 is brought into contact with the existing foundation 11 in an unfixed state. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：在不增大钢筋的情况下增加对岩石的强度。
解决方案：在防坠落栅栏中，其下部嵌入现有基座11中的多个支撑件2以适当的间隔竖立; 截面钢3几乎水平地放置在支撑件2之间; 并且用于吸收落下的岩石的能量的缓冲材料5至少安装在截面钢3上。至少一个加强构件12以几乎垂直地横切截面钢3的方式设置在支撑件2之间。加强构件12的底面以不固定的状态与现有的基座11接触。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2008038545A Earth retaining wall 有权
标题翻译：地球保持墙
公开(公告)号：JP2008038545A
公开(公告)日：2008-02-21
申请号：JP2006217359
申请日：2006-08-09
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Ringyo Doboku Shisetsu Kenkyusho , 日鐵住金建材株式会社 , 財団法人林業土木施設研究所
发明人： IBA SHIGEO , KATO TAKAAKI , ISHIDA KATSUYA , NODA TATSU
IPC分类号： E02D29/02 , A01G9/02
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining wall which has wall surface members set between pillar members, and is readily adjusted when intervals between the pillars are widened. SOLUTION: The cylindrical pillar members 4 are arranged across intervals, and the wall surface members 7 are set between adjacent cylindrical pillar members 4. The cylindrical pillar members 4 are filled with fillers 5 to form pillars 6, and a gap between the wall surface members 7 and pillars 6 and a slope 2 is backfilled with earth and sand to form the earth retaining wall 1. The wall surface member 7 is constructed by setting a number of flat bars 7a between the cylindrical pillar members 4 in such a way that the flat bars 7a are arranged vertically across gaps in a curved forward projecting form. Using the flat bars 7a as the wall surface members 7 eliminates a restriction on length, so that the earth retaining wall 1 can be adjusted easily even if the intervals between the pillars 6 are wide. In addition, the gaps between the flat bars 7a are available for placing vegetation pots, which facilitates greening of the earth retaining wall 1. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有设置在柱构件之间的壁面构件的挡土墙，并且当柱之间的间隔变宽时容易调节。
解决方案：圆柱形柱构件4间隔布置，壁面构件7设置在相邻的柱形柱构件4之间。圆柱形柱构件4填充有填料5以形成柱6，壁面构件7和柱6以及斜坡2用土砂沙回填以形成挡土墙1.壁表面构件7通过以这种方式设置圆柱形柱构件4之间的多个平的杆7a而构成扁棒7a以弯曲的向前突出的形式垂直布置在间隙上。使用平杆7a作为壁面构件7消除了对长度的限制，使得即使柱6之间的间隔较宽，也可以容易地调节挡土墙1。另外，平杆7a之间的间隙可用于放置植物盆，这有助于绿土化挡土墙1.版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2010236261A Steel slit dam, and construction method and repairing method for the same 有权
标题翻译：钢丝滑块及其构造方法及其修复方法
公开(公告)号：JP2010236261A
公开(公告)日：2010-10-21
申请号：JP2009085224
申请日：2009-03-31
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OSUMI HISASHI , SANO KIYOSHI , KOKURYO HIROSHI , HORI KENGO , ISHIDA KATSUYA , TAKEDA IPPEI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam that can reduce a bending moment applied to posts in the case of supplying boulder or the like while exhibiting a function of preventing the generation of temperature stress by absorbing the expansion of concrete and a steel material caused through a temperature change. SOLUTION: The steel slit dam includes the posts 11 erected between concrete dam bodies 5 constructed with a space in the width direction of a river; sheath pipes 19 embedded in the dam bodies 5; and cross beams 15 laid between the dam bodies 5, with the ends inserted in the sheath pipes 19, and connected to the posts 11. Space holding members 21 retractably interposed from the opening 19a of the sheath pipe 19 are provided in a clearance 20 between the downstream outer peripheral surface 15b of the cross beam 15 and the downstream inner peripheral surface 19b of the sheath pipe 19. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢制狭缝坝，其可以减少在供应巨石等的情况下施加于柱的弯矩，同时具有通过吸收混凝土的膨胀来防止产生温度应力的功能，以及钢材由温度变化引起。解决方案：钢缝坝包括竖立在混凝土坝体5之间的柱11，该混凝土坝体5在河的宽度方向上构造有空间; 护套管19嵌入在坝体5中; 并且横梁15设置在坝体5之间，其端部插入护套管19中，并连接到支柱11.可从护套管19的开口19a缩回插入的空间保持构件21设置在护套管19的间隙20之间横梁15的下游外周面15b和鞘管19的下游内周面19b。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2010222936A Rockfall-avalanche preventing fence 有权
标题翻译： ROCKFALL-AVALANCHE预防科技
公开(公告)号：JP2010222936A
公开(公告)日：2010-10-07
申请号：JP2009074231
申请日：2009-03-25
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： IWASA NAOTO , TATSUKI MASABUMI , MIZUHARA TAKAYUKI , ISHIDA KATSUYA
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To prevent the corrosion of a head of an anchor bolt to effectively resist impact force caused by a rockfall or the like and to reduce construction labor. SOLUTION: A post fixing structure for fixing posts for laying protective members 11 for stopping the rockfall or an avalanche, at predetermined spaces to a slope 2, includes: upper plates provided at the lower ends of posts 12, 13; bearing plates mounted through connecting members extended downward from the upper plates; and anchor members 32 mounted to the bearing plates. COPYRIGHT: (C)2011,JPO&INPIT

10. 发明专利

JP2010222935A Post fixing structure 有权
标题翻译：固定结构
公开(公告)号：JP2010222935A
公开(公告)日：2010-10-07
申请号：JP2009074230
申请日：2009-03-25
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： IWASA NAOTO , TATSUKI MASABUMI , MIZUHARA TAKAYUKI , ISHIDA KATSUYA
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To prevent the corrosion of a head of an anchor bolt to effectively resist impact force caused by a rockfall or the like and to reduce construction labor. SOLUTION: This post fixing structure for fixing posts for laying protective members 11 for stopping the rockfall or an avalanche, at predetermined spaces to a slope 2, includes: upper plates provided at the lower ends of the posts 12, 13; bearing plates mounted through connecting members extended downward from the upper plates; and anchor members 32 mounted to the bearing plates. COPYRIGHT: (C)2011,JPO&INPIT

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