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1. 发明专利

JP2008025315A Earth-retaining retaining wall and earth-retaining retaining wall construction method 有权
标题翻译：地球保持墙和接地保持墙结构方法
公开(公告)号：JP2008025315A
公开(公告)日：2008-02-07
申请号：JP2006202436
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 reduce to the utmost a slope ground excavation amount required in constructing an earth-retaining retaining wall. SOLUTION: A portion to construct the earth-retaining retaining wall 1 is suitably excavated, cylindrical post materials 4 are installed at spaces in the slope width direction, a wall surface material 7 is stretched between the adjacent cylindrical post materials 4, the interiors of the cylindrical post materials 4 are filled with concrete 5 to construct a pillar body 6, and back filling of sediment 8 is performed for the space among the wall surface material 7, the pillar body 6, and the slope to construct the earth-retaining retaining wall 1. As the cylindrical post material 4, used is a cylindrical body 4, which is not cylindrical as a whole, but the lower back of which is cut out to form a lower back cutout cylindrical post material 4 (for example, the cylindrical post material 4 formed by connecting a cylindrical body 4a on a semicircular body 4b). In excavating the slope ground, the slope ground corresponding to the lower back cutout part of the cylindrical post material 4 is not excavated and left undone (the remaining part is indicated by a reference number 3b). Especially in the case where the lower part of the slope 2 has a sharp gradient and a bedrock 2b is located in a shallow position, the excavation amount of the bedrock part hard to excavate will be small, so that the excavation work can be reduced. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：最大限度地减少建造挡土挡土墙所需的坡面开挖量。解决方案：适当挖掘构成挡土挡土墙1的部分，将圆柱形柱材料4安装在斜面宽度方向的空间处，壁面材料7在相邻的柱形柱材料4之间拉伸，圆柱形柱材4的内部填充有混凝土5以构成柱体6，并且对墙面材料7，柱体6和斜面之间的空间进行沉淀物8的背面填充，保持挡土墙1.作为圆柱形柱材4，使用的是圆柱体4，该圆柱体4整体上不是圆柱形的，但是其下背部被切出以形成下部后切口圆柱形柱材料4（例如，通过将圆筒体4a连接在半圆形体4b）上形成的圆柱形柱材料4。在挖掘斜坡地面时，对应于圆柱形柱材料4的下背部切口部分的斜面不被挖掘并且被撤销（其余部分由附图标记3b表示）。特别是在斜坡2的下部具有锐利梯度并且基岩2b位于浅位置的情况下，难以挖掘的基岩部的挖掘量将变小，从而可以减少挖掘作业。版权所有（C）2008，JPO＆INPIT

2. 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

3. 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

4. 发明专利

JP2010053631A Retaining wall structure and post installation method for the retaining wall structure 有权
标题翻译：保留墙结构的保留结构和后安装方法
公开(公告)号：JP2010053631A
公开(公告)日：2010-03-11
申请号：JP2008221448
申请日：2008-08-29
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： ETO TOMONORI , ICHIMURA MASAHIKO , TAGUCHI ISAMU , NODA TATSU
IPC分类号： E02D29/02 , E02D17/04
摘要： PROBLEM TO BE SOLVED: To provide retaining wall structure simple in structure of connecting divided post members 15, when using simple steel members as posts and forming the posts 11 as divided type in a structure of extending a wall surface material between the posts 11, allowing post members 15 to be firmly connected to each other and having a suitable fixing structure of a head of an anchor 16 to the post. SOLUTION: Each post 11 is constituted, by vertically connecting a plurality of post members 15 formed of steel pipes, and the head of the anchor 16 with its chip buried in a hard base rock of a wall surface is fixed to a post-connecting part 17. A lower-stage side post member 15A and an upper-stage side post member 15B in the connecting part 17 are connected by an inner sleeve 18, suitable for both members and by post connecting bolts 25. The head of the anchor 16 is fixed to the post 11 inside the post. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了在使用简单的钢构件作为柱子的同时提供连接分隔柱构件15的结构简单的挡土墙结构，并且将分段式的柱11形成为在柱之间延伸壁表面材料的结构如图11所示，允许柱构件15彼此牢固地连接并且具有锚16的头部到桩的合适的固定结构。解决方案：每个柱11通过垂直连接由钢管形成的多个柱构件15构成，锚固体16的头部及其埋在壁表面的硬基岩中的芯片固定到柱连接部17.连接部17中的下侧侧柱部件15A和上侧侧部柱部件15B通过适合于两个部件的内部套筒18和通过柱塞连接螺栓25连接。锚16固定在柱内的柱11上。版权所有（C）2010，JPO＆INPIT

5. 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

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