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1. 发明专利

JP2011047262A Foundation structure 有权
标题翻译：基金会结构
公开(公告)号：JP2011047262A
公开(公告)日：2011-03-10
申请号：JP2010158929
申请日：2010-07-13
申请人： Shimizu Corp , 清水建設株式会社
发明人： NAKAI SHOICHI , FUKUTAKE TAKEYOSHI , CHO SHIKO , MANO HIDEYUKI , ASAKA MIHARU , KIMATA HIROYUKI , KAWASAKI HIROTAKA , NISHIMURA SHINICHI
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure, capable of preventing settlement of a structure by suppressing vertical deformation of an intermediate layer between a foundation body and the structure. SOLUTION: The foundation structure includes: a foundation slab 2 of a structure 10 such as a building; a foundation pile 3 buried in ground G below the foundation slab 2 without being connected with the foundation slab 2; and a geotextile 4 and an intermediate layer 5 laid between the foundation pile 3 and the foundation slab 2. The geotextile 4 and the intermediate layer 5 are alternately laminated to constitute a laminated body 6. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种基础结构，能够通过抑制基体与结构体之间的中间层的垂直变形来防止结构的沉降。解决方案：基础结构包括：诸如建筑物的结构10的基础板2; 埋在地基下方的基础桩3，不与基础板2连接; 以及铺设在基础桩3和基础板2之间的土工织物4和中间层5.土工织物4和中间层5交替层叠以构成层叠体6.（C）2011年，JPO＆INPIT

2. 发明专利

JP2006336219A Soil improvement method 有权
标题翻译：土壤改良方法
公开(公告)号：JP2006336219A
公开(公告)日：2006-12-14
申请号：JP2005159316
申请日：2005-05-31
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAWASAKI HIROTAKA
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a soil improvement method capable of economically and rationally preparing a soil improvement body having a large diameter, by preventing mixing of a curing material in sludge, by uniformly mixing the curing material and a reaction material.
SOLUTION: A tip part of an injection rod 1 has an upper stage part 2 for injecting cutting water and compressed air, and a lower stage part 3 for injecting the curing material and the reaction material. A side surface of the upper stage part 2 is provided with an upper stage injection hole 12 composed of a first injection hole 12a for injecting the cutting water and a second injection hole 12b arranged in an outer peripheral part of the first injection hole 12a and injecting the compressed air, and the cutting water surrounded by the compressed air is injected from the upper stage injection hole 12. While, a side surface of the lower stage part 3 is provided with a curing material injection hole 13 and a reaction material injection hole 14 in close vicinity in the substantially same height so that the reaction material injection hole 14 becomes the downstream side of the curing material injection hole 13 in the rotational direction R of the injection rod 1. The curing material and the reaction material are respectively simultaneously injected from the curing material injection hole 13 and the reaction material injection hole 14.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过将固化材料和反应材料均匀混合，通过防止污泥中固化物质的混合，提供能够经济合理地制备具有大直径的土壤改良体的土壤改良方法。解决方案：注射杆1的顶端具有用于喷射切割水和压缩空气的上部部分2，以及用于注射固化材料和反应材料的下部分部分3。上段部2的侧面设置有由用于喷射切割水的第一喷射孔12a和布置在第一喷射孔12a的外周部分的第二喷射孔12b构成的上部喷射孔12，压缩空气和被压缩空气包围的切割水从上段喷射孔12喷射。另外，下段3的侧面设有固化材料喷射孔13和反应物喷射孔14 在大致相同的高度附近，使得反应材料注入孔14成为注入棒1的旋转方向R上的固化材料注入孔13的下游侧。固化材料和反应材料分别同时从固化材料注入孔13和反应材料注入孔14。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2006274714A Ground construction method 审中-公开
标题翻译：地基施工方法
公开(公告)号：JP2006274714A
公开(公告)日：2006-10-12
申请号：JP2005097648
申请日：2005-03-30
申请人： Bridgestone Corp , Expressway Technology Center , Shimizu Corp , 株式会社ブリヂストン , 清水建設株式会社 , 財団法人高速道路技術センター
发明人： FUKUTAKE TAKEYOSHI , HORIUCHI SUMIO , KAWASAKI HIROTAKA , TAKEICHI HIDEO , ASHOKA KUMAR KARMOKAR , KAWAIDA MINORU
IPC分类号： E02D17/18 , B09B1/00 , E02D3/026
摘要： PROBLEM TO BE SOLVED: To provide a ground construction method reducing a construction cost and shortening a construction period by easily filling a granular material in hollow parts inside waste tires.
SOLUTION: In the ground construction method, the ground is constructed by arranging the tires 1 with axes placed in a vertical direction, and then spreading the granular material all over from the upper face part of the tires 1. In this case, an opening 2 is formed at the upper face part of the tire before spreading the granular material all over.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过在废轮胎内部容易地将颗粒材料填充在中空部件中来降低施工成本并缩短施工周期的地面施工方法。解决方案：在地面施工方法中，通过将轮胎1布置成沿垂直方向放置的轴，然后将颗粒材料全部从轮胎1的上表面部分扩展而构成地面。在这种情况下，在将颗粒材料全部扩散之前，在轮胎的上表面部分处形成开口2。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2005350870A Three-shaft deep mixing method 有权
标题翻译：三轴深度混合方法
公开(公告)号：JP2005350870A
公开(公告)日：2005-12-22
申请号：JP2004169777
申请日：2004-06-08
申请人： Fudo Constr Co Ltd , Kokudo Sogo Kensetsu Kk , Ok Soil:Kk , Shimizu Corp , 不動建設株式会社 , 国土総合建設株式会社 , 株式会社オーケーソイル , 清水建設株式会社
发明人： MORIYASU TAKUYA , KAWASAKI HIROTAKA , YOKOYAMA KATSUHIKO , KAMIMURA KAZUYOSHI , KURIHARA MINORU , HONDA KIMIYUKI , KODERA TETSUO , HARA TOSHIRO , UEHARA KOJI , HARADA KENJI , ISOTANI SHUJI , TAKAHASHI TATSUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To agitate and mix soil and a solidifying material in a more reliable and efficient manner in a three-low agitation area formed by three rotating shafts.
SOLUTION: Out of the three rotating shafts 1, the rotating shafts 1a on both sides are rotated in the same direction, and the center rotating shaft 1b is rotated in the reverse direction to form a succession of agitation flow allowing improved soil to continuously flow over the whole agitation area. The rotating speed of the rotating shafts on both sides is made different from that of the center rotating shaft to cause the difference to the improved soil between both side parts and the center part of the agitation area, thus accelerating the flow of the improved soil between them. The supply quantity of the solidifying material from the rotating shaft of high rotating speed is set larger than that from the rotating shaft of low rotating speed. The rotating speed of the rotating shaft of high load is set smaller than that of the rotating shaft of low load.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在三个旋转轴形成的三低搅拌区域中，以更可靠和高效的方式搅拌和混合土壤和固化材料。解决方案：在三个旋转轴1中，两侧的旋转轴1a沿相同方向旋转，中心旋转轴1b沿相反方向旋转，形成一连串搅拌流，从而改善土壤连续流过整个搅拌区域。两侧旋转轴的旋转速度与中心旋转轴的旋转速度不同，导致两侧部分和搅拌区域的中心部分之间改善的土壤的差异，从而加速了改良土壤的流动他们。来自高转速旋转轴的固化材料的供给量设定为比来自低转速的旋转轴的供给量大。高负荷旋转轴的转速设定为小于低负荷旋转轴的旋转速度。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2003010809A Water-stopping layer and method for forming the same 有权
标题翻译：止水层及其形成方法
公开(公告)号：JP2003010809A
公开(公告)日：2003-01-14
申请号：JP2001201298
申请日：2001-07-02
申请人： Shimizu Corp , 清水建設株式会社
发明人： YONENAGA HIROSHI , YASUKOCHI TAKASHI , TAMURA SHINSUKE , SUGA TADASHI , KAWASAKI HIROTAKA , ISE JUICHI
IPC分类号： E02D3/026 , B09B1/00
摘要： PROBLEM TO BE SOLVED: To form an water-stopping layer having a high performance at a low manufacturing cost.
SOLUTION: A mixed soil is prepared by using a dehydrated cake as a viscous soil and mixing the viscous soil with the excavated soil of a crushed stone with a maximum particle diameter of not more than 30 mm as gravel material so that the blending ratio of fine particles which are smaller in a size than that of silt is set within the range of a weight ratio of 55 to 65%. The water-stopping layer is formed by compacting the mixed soil at a degree of compacting of not less than 95%. Following this procedural step, a cement curing material is added to the mixed soil at a blending ratio of 3 to 10% in terms of weight ratio. Next, the previously prepared mixed soil is evenly laid at the site and compacted with a tamping roller or a vibratory roller to form the water-stopping layer with a thickness of 15 to 30 cm. Finally, the water-stopping layers are sequentially piled up.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：以低制造成本形成具有高性能的止水层。解决方案：通过使用脱水饼作为粘性土壤制备混合土壤，并将粘性土壤与最大粒径不超过30毫米的碎石开挖土壤作为砾石材料混合，使混合比例尺寸小于淤泥的粒子的重量比设定在55〜65％的范围内。止水层通过以不低于95％的压实度压实混合土而形成。按照该步骤，将混合土壤中的水泥固化材料按重量比计为3〜10％的混合比例添加。接下来，将预先制备的混合土壤均匀铺设在现场并用捣实辊或振动辊压实，形成厚度为15至30cm的止水层。最后，依次堆积止水层。

6. 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

7. 发明专利

JP2008088731A Multi-shaft composite stirring construction method 有权
标题翻译：多轴复合材料施工方法
公开(公告)号：JP2008088731A
公开(公告)日：2008-04-17
申请号：JP2006271913
申请日：2006-10-03
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAMIMURA KAZUYOSHI , MITSUYAMA TEIJI , KAWASAKI HIROTAKA , TONISHI YUKIO , KUROSAKI FUJIMI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide an effective and proper device and a construction method for improving soil by the combined stirring of mechanical stirring and injection stirring economically and efficiently.
SOLUTION: This device is provided with the odd number of rotary shafts 1, namely, three shafts or more provided with stirring blades at tips, each of these rotary shafts is composed of at least two main rotary shafts 1A and at least one auxiliary rotary shaft 1B, and the main rotary shafts and the auxiliary rotary shafts are alternately arranged in parallel while the main rotary shafts are arranged on both sides. A main injection port 4 for jetting an improving agent is provided at the tip of the main rotary shaft, an auxiliary injection port 9 for jetting the improving agent is provided at the tip of the auxiliary rotary shaft, and a spiral 8 for pushing up and discharging the soil around a shaft part of the auxiliary rotary shaft is provided at the shaft part of the auxiliary rotary shaft. An improved body 10 having a shape having a main injection stirring improving part 10b and an auxiliary injection stirring improving part 10c is constructed on the outer side of a mechanical stirring improving part 10a.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：经济有效地通过机械搅拌和注射搅拌的组合搅拌来提供有效和适当的装置和用于改善土壤的施工方法。解决方案：该装置具有奇数个旋转轴1，即在尖端处具有搅拌叶片的三个或更多个轴，这些旋转轴中的每一个由至少两个主旋转轴1A和至少一个辅助旋转轴1B，并且主旋转轴和辅助旋转轴在主旋转轴布置在两侧时交替布置成平行。在主旋转轴的顶端设置有用于喷射改进剂的主喷射口4，在辅助旋转轴的前端设置有用于喷射改进剂的辅助喷射口9，以及用于向上推在辅助旋转轴的轴部设置辅助旋转轴的轴部周围的土壤排出。具有主喷射搅拌改善部10b和辅助喷射搅拌改善部10c的形状的改进体10构成在机械搅拌改善部10a的外侧。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2007163275A Ground measuring method, ground measuring program and ground measuring instrument 有权
标题翻译：地面测量方法，地面测量程序和地面测量仪器
公开(公告)号：JP2007163275A
公开(公告)日：2007-06-28
申请号：JP2005359306
申请日：2005-12-13
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAWASAKI HIROTAKA , NAGASAWA MASAAKI
IPC分类号： G01N3/303 , E02D1/02 , G01N3/00
摘要： PROBLEM TO BE SOLVED: To precisely evaluate the rigidity of the ground by measuring the original accurate rigidity of the ground without exerting the effect of load history on the ground and enhancing the correlation with another on-the-spot testing method such as a flat plate loading test or the like.
SOLUTION: A dropping height is changed so as to become high gradually and a weight is continuously dropped on a loading surface one by one at the respective changed dropping heights. Since the ground is gradually consolidated by finely dividing the dropping height to perform only main loading one by one without performing preparatory loading, the original accurate rigidity of the ground can be measured. Impact load is instantaneous load but, since the main loading is continuously perform one by one by gradually increasing the dropping height to measure the cumulative displacement of the ground, initial loading rigidity having high correlation with respect to the loading rigidity at the time of monotonous loading of the flat plate loading test can be acquired by mutually connecting the displacement points to an applied load peak point.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过测量地面的原始精确刚度，而不会发生地面载荷历史的影响，并通过另一种现场测试方法（如平板加载试验等。解决方案：逐渐变高并且在各个改变的落下高度上一个接一个地在装载面上连续地下降重量，从而改变落下高度。由于在不进行准备装载的情况下，通过将落下高度精细地分割为仅主要负载而逐渐固结地面，因此可以测量原始的精确刚度。冲击载荷是瞬时载荷，但是由于主载荷通过逐渐增加落下高度逐渐增加以测量地面的累积位移，所以初始载荷刚度与单调载荷时的载荷刚度具有高相关性可以通过将位移点相互连接到施加的载荷峰值点来获得平板载荷试验。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2006336216A Ground improvement construction method 审中-公开
标题翻译：地基改良施工方法
公开(公告)号：JP2006336216A
公开(公告)日：2006-12-14
申请号：JP2005159309
申请日：2005-05-31
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAWASAKI HIROTAKA , YOKOYAMA KATSUHIKO , YOSHIDA KOICHI , ISE JUICHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement construction method capable of reducing cost, and capable of increasing efficiency in construction, by rationally preparing an improvement body having a large diameter.
SOLUTION: This ground improvement construction method prepares the columnar improvement body 14 in the ground G by filling a curing material in the ground G by injecting the curing material from a lower stage injection hole 3 while cutting the ground G by injecting cutting water from an upper stage injection hole 2 when pulling up while rotating an injection rod 1 inserted into the ground. Unset pw or qw is determined by setting any of ϕc and pw or qw from a correlation between cutting capacity pw×qw and a cutting diameter ϕc of the ground expressed by the product of injection pressure pw of the cutting water and a delivery quantity qw per unit time of the cutting water. Unset ps or Qs is determined by setting any of ϕ and ps or Qs from a correlation between improvement body preparing capacity ps×Qs and a diameter ϕ of the improvement body expressed by the product of injection pressure ps of the cutting material and an injection quantity Qs per the unit depth of the curing material.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过合理地制备具有大直径的改进体，提供能够降低成本并且能够提高施工效率的地面改进施工方法。解决方案：该地面改进施工方法通过从下阶段注入孔3注入固化材料，同时通过注入切割水切割地面G来填充地面G中的固化材料来制备地面G中的柱状改良体14 当上升阶段的注射孔2在旋转插入地面的注射杆1的同时向上拉。通过从切割能力pw×qw与切割水的注入压力pw的乘积表示的地面的切割直径φc和每次输送量qw之间的相关性来设定φc和pw或qw中的任何一个来确定未设定的pw或qw 单位时间的切割水。通过根据改进体准备容量ps×Qs与切削材料的注射压力ps的乘积表示的改进体的直径φ和注射量之间的相关性来设定φ和ps或Qs中的任何一个来确定未设定的ps或Q 固化材料的单位深度为Qs。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2006016921A Ground execution method 审中-公开
标题翻译：地面执行方法
公开(公告)号：JP2006016921A
公开(公告)日：2006-01-19
申请号：JP2004197906
申请日：2004-07-05
申请人： Bridgestone Corp , Shimizu Corp , 株式会社ブリヂストン , 清水建設株式会社
发明人： FUKUTAKE TAKEYOSHI , HORIUCHI SUMIO , KAWASAKI HIROTAKA , ASHOKA KUMAR KARMOKAR , TAKEICHI HIDEO
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To reduce an earth pressure or a hydraulic pressure acting on an abutment, an earth retaining wall, etc. and prevent a back-filling material ground or an embankment ground from settling.
SOLUTION: An expanded cylindrical laminate body is made by filling granular material into a cylindrical laminated body of waste tires until waste tires expands in the volume. The method includes a process forming a back-filling material ground 150 by using expanded cylindrical laminated structures 110
1 ,110
2 , 110
3 formed of a plurality of expanded cylindrical laminate body 120 having connection clips cylindrically laminated while mutually connecing the waste tires with a little deformed curvature of beads and the beads to cylindrically laminate.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：减少作用在基台，土挡土墙等上的土压力或液压压力，防止回填材料地面或堤防地面沉降。
解决方案：通过将颗粒材料填充到废轮胎的圆柱形层叠体中直到废轮胎在体积中膨胀来制造扩展的圆柱形层压体。该方法包括通过使用由下列方式形成的膨胀圆柱形层压结构110，SBB，110S，SBB，多个膨胀圆柱形层压体120具有圆柱形层叠的连接夹，同时相互连接废轮胎，其具有小的变形曲率的珠和珠到圆柱形层压。版权所有（C）2006，JPO＆NCIPI

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