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1. 发明专利

JP2010138581A Reinforcing structure of banking support ground 有权
标题翻译：加强银行支持结构的结构
公开(公告)号：JP2010138581A
公开(公告)日：2010-06-24
申请号：JP2008314788
申请日：2008-12-10
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , SAWAMATSU TOSHIHISA , KAWASAKI HIROTAKA , ISHII HIROYASU , TSUKUNI SHOICHI , SHINKAWA NAOTOSHI
IPC分类号： E02D17/18 , E02D3/00 , E02D5/46 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a reasonable reinforcing structure of a banking support ground, capable of providing a sufficient reinforcing effect, even if the improvement rate thereof is low.
SOLUTION: A pile-like first soil improvement body 1 is formed in the banking support ground 11 under the peripheral edge of a banking 10, a wall-like second soil improvement body 2 is formed on the inner side thereof, and a pile-like third soil improvement body 3 is formed on the inner side thereof. The improved depth of the second soil improvement body is larger than the first and third soil improvement bodies. At least one or all of the first to third soil improvement bodies do not reach a foundation ground. A wall-like fourth soil improvement body 4 is formed in the banking support ground on the outside of the first soil improvement body. A core 5 is provided in the second soil improvement body. A tension member 6 is anchored to the upper part of the second soil improvement body to restrict the deformation and displacement thereof to the outside. A blanket net member 7 is laid down near the boundary layer between the banking and the banking support ground over the entire surface.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供银行支持地的合理的加强结构，即使其改善率低，也能够提供足够的增强效果。解决方案：在银行业10的周边边缘的银行支撑地面11上形成有桩状的第一土壤改良体1，其内侧形成有壁状的第二土壤改良体2，在其内侧形成有桩状的第三土壤改良体3。第二个土壤改良体的改善深度大于第一和第三土壤改良体。至少一个或全部第一到第三个土壤改良机构都没有达到基础。在第一土壤改善体的外侧的银行支撑地面上形成有壁状的第四土壤改良体4。核心5设置在第二土壤改良体内。张紧构件6被锚固到第二土壤改良体的上部，以将其变形和位移限制到外部。在整个表面上的银行和银行支持地之间的边界层附近铺设一个毯子网7。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2008303580A Reinforcing structure of banking support ground 审中-公开
标题翻译：加强银行支持结构的结构
公开(公告)号：JP2008303580A
公开(公告)日：2008-12-18
申请号：JP2007150564
申请日：2007-06-06
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , KAMIMURA KAZUYOSHI , IMAMURA SATOSHI , SUEJIMA RENJURO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , ONISHI TSUNEYASU , TAGUCHI HIROBUMI , KUBO SHIGERU , OYA TSUTOMU , SHINKAWA NAOTOSHI
IPC分类号： E02D17/18 , E02D3/08
摘要： PROBLEM TO BE SOLVED: To obtain a satisfactory sideways flow preventive effect by effectively reinforcing the banking support ground by improving soil having a low improvement rate.
SOLUTION: A soil improvement body 3 supporting at least the peripheral edge part of a banking 1 is constructed in the banking support ground 2, a tension member 5 is disposed along the direction of causing a sideways flow in a base layer part of the banking or a surface layer part of the banking support ground, one end of the tension member is fixed to the upside of the soil improvement body, and the other end of the tension member is fixed to the upside of the other soil improvement body. A core material 6 made of steel material is integrally fixed to the upside of the soil improvement body, the tension member is connected to the upside thereof, and the tension member is fixed to the soil improvement body through the core material. The middle part of the tension member is supported by the other improvement body (a soil improvement pile 7). A batter pile formed of a soil improvement body is provided on the side of the outside or inside of the soil improvement body supporting the peripheral edge of the banking, and the upside of the soil improvement body is supported by the batter pile.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过改进具有低改进率的土壤来有效地增强银行支持地，以获得令人满意的侧向流动预防效果。解决方案：在银行支撑地2中构造至少支撑银行1的周边部分的土壤改良体3，沿着使基部层的一部分侧向流动的方向设置张力构件5 银行业务或银行支持地面的表层部分，张力构件的一端固定在土体改良体的上侧，并且张紧构件的另一端固定在另一土体改良体的上侧。由钢材制成的芯材6一体地固定到土体改良体的上侧，张紧构件与其上侧连接，张力构件通过芯材固定到土壤改良体上。张力构件的中部由另一个改进体（土壤改良桩7）支撑。在土壤改良体的外侧或内部设置有由土壤改良体形成的糊料堆，其支撑着银行的周边边缘，土壤改良体的上侧被面糊桩支撑。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2008303581A Reinforcing structure of banking support ground 审中-公开
标题翻译：加强银行支持结构的结构
公开(公告)号：JP2008303581A
公开(公告)日：2008-12-18
申请号：JP2007150565
申请日：2007-06-06
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , KAMIMURA KAZUYOSHI , MORIKAWA YOSHITO , SUEJIMA RENJURO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , ONISHI TSUNEYASU , TAGUCHI HIROBUMI , KUBO SHIGERU , INAGAWA KOICHI , SHINKAWA NAOTOSHI
IPC分类号： E02D17/18 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To obtain a satisfactory sideways flow preventive effect by effectively reinforcing the banking support ground by improving soil having a low improvement rate.
SOLUTION: A soil improvement body 3 supporting at least the peripheral edge part of a banking 1 is constructed in the banking support ground 2, and a core material 6 having tensile yield strength is integrally fixed to the upside of the soil improvement body to increase the bending yield strength at the upside of the soil improvement body. When the soil improvement body is wall-like along the width direction of a banking, the core material is fixed to the inner upper part in the width direction. In the case of providing soil improvement body on both sides of the banking, respectively, and connecting both of them using a tension member, the core material is fixed to the outer upper parts of the in the width direction of both soil improvement bodies, respectively, and the tension member is connected to the upper parts of the core materials.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过改进具有低改进率的土壤来有效地增强银行支持地，以获得令人满意的侧向流动预防效果。解决方案：在银行支撑地面2中构造至少支撑银行1的外围边缘部分的土壤改良体3，具有拉伸屈服强度的芯材6一体地固定在土壤改良体的上侧以增加土壤改良体上部的弯曲屈服强度。当土壤改良体沿着宽度方向呈壁状时，芯材在宽度方向固定在内上部。在分别在银行两侧设置土壤改善体并且使用张紧构件连接两者的情况下，芯材分别固定在两个土壤改良体的宽度方向上的外部上部并且张紧构件连接到芯材的上部。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2008303583A Structure of artificial ground 审中-公开
标题翻译：人造地面结构
公开(公告)号：JP2008303583A
公开(公告)日：2008-12-18
申请号：JP2007150567
申请日：2007-06-06
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , KAWASAKI HIROTAKA , ISHII HIROYASU , NISHIO KYO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , TSUKUNI SHOICHI , TAGUCHI HIROBUMI , FUJITA YUJI , INAGAWA KOICHI , IMAI YUUKI
IPC分类号： E02D17/18 , E02D3/12 , E02D17/20 , E02D27/44
摘要： PROBLEM TO BE SOLVED: To prevent horizontal displacement of a sideways flow or the like by stably supporting a structure in soft natural ground using simple artificial ground without a pile, and stabilizing the natural ground.
SOLUTION: A floor slab 2 for supporting the structure 1 and a soil improvement body 13 for supporting the floor slab are constructed on the soft natural ground 3, a core material 11 is integrally fixed on the upside of the soil improvement body, the upper part of the core material is projected in the floor slab and fixed, and the soil improvement body and the floor slab are connected to each other through the core material. The soil improvement body is constructed like a grid by arranging a number of soil improvement piles 10 vertically and horizontally in a plan view, the core material 11 is fixed to the upper part of the soil improvement pile located in the intersection of the grids, and the upper parts of the core materials are connected to each other by a tension member 14. Another soil improvement pile 15 is constructed also in a cell of the grid-like soil improvement body. The upper part of the soil improvement body is supported by a batter pile made of the soil improvement pile. The soil improvement body 13 is extended not only to the floor slab, but also to the lower side of an overlaid ground such as a banking 6 constructed in the periphery thereof.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过在没有桩的简单人造地面上稳定地支撑柔性自然地面中的结构，并且稳定自然地面，来防止侧向流动等的水平位移。解决方案：用于支撑结构1的地板2和用于支撑楼板的土壤改良体13在软土自然地面3上构成，芯材11一体地固定在土壤改良体的上侧，芯材的上部突出在地板上并固定，土体改良体和地板通过芯材相互连接。通过在平面图中垂直和水平地布置多个土壤改良桩10，将土壤改良体构成为网格，芯材11固定在位于网格的交叉点的土壤改良桩的上部，核心材料的上部通过张紧构件14彼此连接。另外的土壤改良桩15还被构造在格栅状土壤改良体的细胞中。土壤改良体的上部由土壤改良桩制成的面糊桩支撑。土壤改良体13不仅延伸到楼板，而且延伸到覆盖地面的下侧，例如在其周边构造的银行6。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2008303582A Reinforcing structure of banking support ground 审中-公开
标题翻译：加强银行支持结构的结构
公开(公告)号：JP2008303582A
公开(公告)日：2008-12-18
申请号：JP2007150566
申请日：2007-06-06
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , EGASHIRA MASAKUNI , HORIKOSHI KENICHI , SUEJIMA RENJURO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , HIDESHIMA YASUSHI , TAGUCHI HIROBUMI , KUBO SHIGERU , INAGAWA KOICHI , SHINKAWA NAOTOSHI
IPC分类号： E02D17/18 , E02D3/12 , E02D17/04 , E02D27/44
摘要： PROBLEM TO BE SOLVED: To obtain a satisfactory sideways flow preventive effect by effectively reinforcing the banking support ground by improving soil having a low improvement rate.
SOLUTION: A soil improvement body 3 of a unit length supporting at least the peripheral edge part of a banking 1 is constructed in the banking support ground 2, the soil improvement body is laid along the longitudinal direction of the banking, and the middle part of the unit length is like a bent wall bent to the inside of the banking the batter pile, thereby increasing its out-of-plane rigidity. A plurality of bent wall-like soil improvement bodies are arranged in the longitudinal direction of the banking. The end parts of the adjacent soil improvement bodies are connected to each other through another soil improvement body (a soil improvement pile 5). The bent wall-like soil improvement bodies are respectively constructed on the opposite peripheral edge parts of the banking, and core materials are fixed to the upper parts of both soil improvement bodies, respectively. The upper parts of the both core materials are connected to each other by a tension member.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过改进具有低改进率的土壤来有效地增强银行支持地，以获得令人满意的侧向流动预防效果。解决方案：在银行支持地2中构建了至少支撑银行1的周边部分的单位长度的土壤改良体3，土壤改良体沿着银行的纵向放置，并且单位长度的中间部分就像一个弯曲的墙壁，弯曲到银浆的内侧，从而增加了其平面外刚度。沿着银行业的纵向布置了多个弯曲的壁状土壤改良体。相邻的土壤改良体的端部通过另一个土壤改良体（土壤改良桩5）相互连接。分别在银行的相对周边边缘部分构造弯曲的墙状土壤改良体，核心材料分别固定在两个土壤改良体的上部。两个芯材的上部通过张力构件相互连接。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2010037863A Planting penetration trench 审中-公开
标题翻译：投影渗透
公开(公告)号：JP2010037863A
公开(公告)日：2010-02-18
申请号：JP2008203664
申请日：2008-08-07
申请人： Public Works Research Institute , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , JO EIKYO
IPC分类号： E03F1/00 , A01G1/00 , A01G7/00 , E03B3/02
CPC分类号： Y02A20/108
摘要： PROBLEM TO BE SOLVED: To provide a planting penetration trench capable of suppressing the degradation of the storage function of the trench resulting from the deposition of mud and sediment by accumulating the mud and sediment flowing into the trench at the bottom of the trench and discharging the mud and sediment out of the trench.
SOLUTION: A space 19 for accumulating the mud and sediment flowing into the trench is formed at the bottom of the trench using a resin pallet 15 which is an example of a spacer. The bottom surface of the space 19 has a gradient tilted downward toward an inlet 20 for mud and segment. The mud and sediment accumulated in the space 19 flow down naturally to the inlet 20 by the gradient.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种种植穿透沟槽，其能够通过积聚流入沟槽底部的沟槽中的泥浆和沉积物来抑制泥浆和沉积物的沉积产生的沟槽的储存功能的劣化并将泥浆和沉淀物排出沟槽。解决方案：使用作为间隔件的实例的树脂托盘15，在沟槽的底部形成用于积聚流入沟槽的泥浆和沉积物的空间19。空间19的底面具有朝向泥浆和段的入口20向下倾斜的梯度。积聚在空间19中的泥土和沉积物自然流向入口20渐变。版权所有（C）2010，JPO＆INPIT

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