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1. 发明专利

JP2008303584A Structure of artificial ground and its construction method 审中-公开
标题翻译：人工结构及其施工方法
公开(公告)号：JP2008303584A
公开(公告)日：2008-12-18
申请号：JP2007150568
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： OSHITA TAKESHI , KAWASAKI HIROTAKA , HORIKOSHI KENICHI , NISHIO KYO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , TSUKUNI SHOICHI , TAGUCHI HIROBUMI , FUJITA YUJI , OYA TSUTOMU , IMAI YUUKI
IPC分类号： E02D27/00 , E02D3/12 , E02D27/42
摘要： PROBLEM TO BE SOLVED: To support a structure to be constructed on the original soft ground stably by simple artificial ground without using piles and to stabilize the original ground to prevent horizontal displacement such as sideways flow.
SOLUTION: In this construction method for the structure of artificial ground, a floor slab 2 supporting the structure 1 and a soil improving body 10 supporting the floor slab 2 are constructed on the original ground 3, an upper part of the soil improving body is wound up by a steel plate 12, and an upper end part of the steel plate is made to protrude into the floor slab and is anchored to connect the soil improving body with the floor slab through the steel plate and restrain the upper part of the soil improving body from an outer side by the steel plate. When constructing the structure of artificial ground, the frame-like steel plate opening both of upper and lower ends is arranged in a ground surface part of the original ground to improve the original ground below the steel plate from the ground surface part to a supporting stratum through the inside of the steel plate, a soil improving pile body having its upper part positioned in the steel plate is constructed, then the floor slab is constructed in the upper part of the soil improving body, and the upper end part of the steel plate is anchored in the floor slab.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过简单的人造地面，在不使用桩的状态下稳定地支撑在原始软土上构造的结构，并且稳定原始地面以防止诸如侧向流动的水平位移。解决方案：在这种用于人造地面结构的施工方法中，在原土3上构造了支撑结构1的地板2和支撑地板2的土壤改良体10，土壤的上部改善主体被钢板12卷起，并且钢板的上端部突出到地板上并被锚定以通过钢板将土壤改良体与地板连接起来，并且限制钢板的上部土壤改良体由外侧由钢板制成。在构造人造地面结构时，将上下两端的框状钢板布置在原地的地表面部分，以将钢板下面的原地从地面部分提升到支撑层通过钢板内部构造有将上部位于钢板上的土壤改良桩体，然后在土体改良体的上部构造地板，钢板的上端部被固定在地板上。版权所有（C）2009，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

JP2014052326A Radioactive substance containment processing method 审中-公开
标题翻译：放射性物质容纳加工方法
公开(公告)号：JP2014052326A
公开(公告)日：2014-03-20
申请号：JP2012198199
申请日：2012-09-10
申请人： Public Works Research Center , 一般財団法人土木研究センター , Ashimori Ind Co Ltd , 芦森工業株式会社 , Aso Foam Crete Co Ltd , 麻生フオームクリート株式会社 , Kubota Koken:Kk , 株式会社クボタ工建 , Penta Ocean Construction Co Ltd , 五洋建設株式会社 , Sato Kogyo Co Ltd , 佐藤工業株式会社 , Soil Technica Co Ltd , 株式会社ソイルテクニカ , Daika Sangyo Kk , 大嘉産業株式会社 , Teijin Ltd , 帝人株式会社 , Nishimatsu Constr Co Ltd , 西松建設株式会社 , Ps Mitsubishi Construction Co Ltd , 株式会社ピーエス三菱 , Fujita Corp , 株式会社フジタ , Maeda Kosen Co Ltd , 前田工繊株式会社 , Wakachiku Construction Co Ltd , 若築建設株式会社
发明人： DOBASHI KIYOTAKA , OKAMURA AKIHIKO , KAMIYA SATOSHI , KURUMADA YOSHINORI , SEYA MASAMI , HOSHI KATSUTOSHI , YAMAGUCHI SHIGEKI , IKEMOTO SHINYA , SAEKI HIROYUKI , SAKAMOTO HIROYUKI , TAKAGAKI KATSUHIKO , FUJIMURA MITSUGI
IPC分类号： G21F9/30 , G21F9/28 , G21F9/36
摘要： PROBLEM TO BE SOLVED: To provide a processing method of contaminated mud or contaminated slurry including radioactive substances safety and steadily at a high performance and with a low cost.SOLUTION: A radioactive substance containment processing method includes: putting contaminated mud 1b containing radioactive substances with a property to adhere to soil particles inside a water permeable bag body 5; from contents of the bag body 5, making moisture components permeate outside the bag body 5, to dehydrate; keeping soil particles in the mud 1b and the radioactive substances adhered to the soil particles remaining inside the bag body 5; and containing the radioactive substances inside the bag body 5.
摘要翻译：要解决的问题：提供以高性能，低成本安全稳定的污染泥浆或污染泥浆的加工方法。解决方案：放射性物质容纳处理方法包括：将含有放射性物质的污染泥浆1b 粘附在透水袋体5内的土壤颗粒的性质; 从袋体5的内容物，使水分成分渗入袋体5外部脱水; 将泥土中的土壤颗粒保持在袋体5内残留的土壤颗粒附近的放射性物质; 并且在袋体5内容纳放射性物质。

7. 发明专利

JP2009108581A Earth and sand impurity separating bucket and separating method 有权
标题翻译：地面和砂土分离柱和分离方法
公开(公告)号：JP2009108581A
公开(公告)日：2009-05-21
申请号：JP2007281659
申请日：2007-10-30
申请人： Penta Ocean Construction Co Ltd , Taiheiyo Soil Corp , 五洋建設株式会社 , 太平洋ソイル株式会社
发明人： KURUMADA YOSHINORI , FUJII FUMIO , YAMAMOTO MICHIHIKO , MICHIHASHI HIDEJI
IPC分类号： E02F3/40 , E02F7/00
摘要： PROBLEM TO BE SOLVED: To separate earth and sand from impurities efficiently and economically in processing earth and sand, such as soil polluted with dioxin, heavy metal, etc., bubble-containing light soil, and source soil for fluidized soil.
SOLUTION: A bucket 100 includes a plurality of slits 6 formed by fitting roosters 4 to the bottom of the bucket 100, a rotor plate 9 disposed to be separated from a shaft 7 by a given distance, and slitters 10 formed on the upper surface of the rotor plate 9 to correspond in position to the slits 6. When the rotor plate 9 and the slitters 10 rotate to supply water through a water supply port 21, earth and sand in waste soil is turned into fluid earth and sand. The fluid earth and sand is sucked out from a discharge port 22 through a suction hose 105 into a vacuum vehicle 103. The fluid earth and sand is thus sucked out of the waste soil taken into the bucket 100, and impurities remaining in the bucket 100 are discharged. In this manner, earth and sand is separated from impurities.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在加工泥土，如二恶英，重金属等污染的土壤，含泡沫的轻土和流化土的源土等方面，有效，经济地分离地砂和沙粒。解决方案：桶100包括通过将公鸡4装配到桶100的底部而形成的多个狭缝6，设置成与轴7分开给定距离的转子板9和形成在桶100上的切割器10 转子板9的上表面与狭缝6的位置对应。当转子板9和切割器10旋转以通过供水口21供水时，废土中的泥沙变成流体泥沙。流体土壤和沙子通过抽吸软管105从排出口22被抽出到真空车辆103中。因此，流体土壤和沙子被从被吸入桶100中的废弃土壤中吸出，并且剩余在桶100中的杂质被释放以这种方式，泥土与杂质分离。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2008202219A Construction method for preventing lift of underground structure 审中-公开
标题翻译：防止地下结构抬升的施工方法
公开(公告)号：JP2008202219A
公开(公告)日：2008-09-04
申请号：JP2007036028
申请日：2007-02-16
申请人： Nihon Suido Consultants Co Ltd , Penta Ocean Construction Co Ltd , 五洋建設株式会社 , 株式会社日水コン
发明人： TAKEUCHI MIKIO , IIDA TSUTOMU , KONISHI YASUHIKO , KURUMADA YOSHINORI , OKUBO YASUHIRO
IPC分类号： E02D3/12 , E02B9/06 , E02D27/34 , E02D29/12 , E02F5/10 , F16L1/038
CPC分类号： Y02E10/22
摘要： PROBLEM TO BE SOLVED: To provide a construction method for preventing the lift of an underground structure, which can make an occupied area of a road small, and which can reduce construction costs.
SOLUTION: This construction method for preventing the lift of the underground structure is characterized in that improved ground is formed by injecting a chemical solution into ground 9 on the downside of the bottom of the underground structure 6. The injection of the chemical solution into the sand ground 9 is performed by installing an injection pipe 11 with a check valve in an injection hole 10 which is drilled in the bottom 8 of the underground structure 6 from the inside.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止地下结构的升降的施工方法，其能够使道路的占用面积变小，并且可以降低施工成本。解决方案：用于防止地下结构的升力的施工方法的特征在于，通过将化学溶液注入地下结构6底部的底部的地面9中形成改进的地面。注入化学溶液通过在内部从地下结构6的底部8中钻出的注入孔10中安装具有止回阀的注入管11进入砂土9。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2011185016A Ground improvement method and control system for the ground improvement 有权
标题翻译：地基改良地基改良方法与控制系统
公开(公告)号：JP2011185016A
公开(公告)日：2011-09-22
申请号：JP2010054630
申请日：2010-03-11
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： KURUMADA YOSHINORI , NAGATSU TATSUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method by which the size of an improved body formed in the ground can be easily and surely confirmed when conversion of the ground into mud by high pressure water and the like and filling of a filler are performed by different processes, and to provide a control system for the ground improvement method.
SOLUTION: The ground improvement method includes a process for converting the inside of the ground G into the mud by high pressure water and/or compressed air, a process for sending the filler into the ground converted into the mud for forming an improved body in the ground, a process for pushing out the mud to the outside by sending the filler, a process for confirming that the filler is pushed out following the mud pushed out to the outside, and a process for measuring the filled amount of the filler sent into the ground. A filling completion time of the filler in the ground is determined based on the confirmation result on the filler, and based on a measurement result of the filled amount of the filler at the determination thereof, the size of the improved body formed in the ground is confirmed.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种地面改进方法，通过该方法，当通过高压水等将地面转化为泥浆时，可以容易且可靠地确认在地面中形成的改进体的尺寸，并填充填料通过不同的工艺进行，并为地面改良方法提供控制系统。解决方案：地面改进方法包括通过高压水和/或压缩空气将地面G的内部转化成泥浆的方法，将填料输送到转化为泥浆的地面中以形成改进的方法在地面上的主体，通过发送填料将泥浆推出到外部的过程，用于确认在泥浆推出到外部之后将填料推出的过程，以及用于测量填充物的填充量的过程送到地上基于填充物的确认结果确定填充物在地面中的填充完成时间，并且基于填充剂在确定时的填充量的测量结果，在地面中形成的改进体的尺寸为证实。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2011006946A Method for soil improvement 有权
标题翻译：土壤改良方法
公开(公告)号：JP2011006946A
公开(公告)日：2011-01-13
申请号：JP2009152321
申请日：2009-06-26
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： HAYASHI KENTARO , KURUMADA YOSHINORI
IPC分类号： E02D3/10 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a method for soil improvement by which uplift of surrounding soil caused by formation of a sand pile etc. is reduced in a simple way.SOLUTION: In the method for soil improvement forming the sand pile etc. in the soil, a rod-shaped steel material like a reinforcing bar, a steel pipe, a shape steel or the like is inserted in the surrounding soil, and then the sand pile is penetrated into the soil and formed, by which increasing lateral pressure restrains the steel material, causing increase in pull-out resistance of the steel material. A shaft force is generated in the uplifting surrounding soil in the direction opposite to that of the pulling out of the steel material, and the uplift of the soil is effectively suppressed.
摘要翻译：要解决的问题：提供一种土壤改良方法，通过这种简单的方法减少了由砂堆等形成引起的周围土壤隆起的方法。解决方案：在土体改良方法中形成砂桩等土壤，棒状钢材，如钢筋，钢管，形状钢等插入周围的土壤中，然后将砂桩穿入土壤并形成，由此增加侧向压力约束钢材，导致钢材的拉拔阻力增加。在隆起的周围土壤中，沿与钢材拉出方向相反的方向产生轴力，有效地抑制了土体隆起。

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