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1. 发明专利

JP2012228694A Soil based deformation followable impervious material and method for producing the same 有权
标题翻译：基于土壤的变形可以使用不同的材料及其生产方法
公开(公告)号：JP2012228694A
公开(公告)日：2012-11-22
申请号：JP2012186881
申请日：2012-08-27
申请人： Port & Airport Research Institute , 独立行政法人港湾空港技術研究所 , Penta Ocean Construction Co Ltd , 五洋建設株式会社 , Yoshin Kensetsu Kk , 洋伸建設株式会社
发明人： WATABE YOICHI , UENO KAZUHIKO , YAMADA KOICHI
IPC分类号： B09B1/00 , E02B3/16
摘要： PROBLEM TO BE SOLVED: To provide a soil based deformation followable impervious material, in which a material can be easily supplied and quality variation is small by using a standardized material and which has high impervious performance and fluidity to allow its execution and which suppresses occurrence of consolidation settlement and has long-term durability, and further to provide a method for producing the soil based deformation followable impervious material.SOLUTION: The soil based deformation followable impervious material D is obtained by mixing high swellable bentonite BH having swelling power of 20 mL/2g or more in the fresh water, low swellable bentonite BL having swelling power of 5 mL/2g or less in the fresh water, sea water W and sand S having a uniformity coefficient Uc of 5 to 10. The soil based deformation followable impervious material D includes sand S in a volume ratio of 0.05 to 0.3 when total volume immediately after mixing is assumed to be 1 and a coefficient of permeability immediately after mixing is 3×10cm/s or less.
摘要翻译：要解决的问题：提供一种基于土体的变形可追踪的不透水材料，其中通过使用标准化材料可以容易地供应材料并且质量变化较小，并且具有高的防渗性能和流动性以允许其执行，以及哪些抑制固结沉降的发生，具有长期的耐久性，并且进一步提供一种用于生产土壤变形的可追溯渗透材料的方法。解决方案：通过在淡水中溶胀功率为20mL / 2g以上的高膨胀性膨润土BH，溶胀力为5mL / 2g以下的低膨润性膨润土BL，在淡水中，海水W和S均匀系数Uc为5〜10的砂S。土体变形跟随不渗透材料D包括体积比为0.05〜0.3的砂S，混合后的总体积假定为 1和刚刚混合后的磁导率系数为3×10 cm / s以下。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2007321498A Artificial tideland and its preparation method 有权
标题翻译：人工TIDELAND及其制备方法
公开(公告)号：JP2007321498A
公开(公告)日：2007-12-13
申请号：JP2006154708
申请日：2006-06-02
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , 五洋建設株式会社 , 独立行政法人港湾空港技術研究所
发明人： WATABE YOICHI , UENO KAZUHIKO , UEDA MASAKI
IPC分类号： E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide an artificial tideland and its preparation method, capable of shortening a construction period, and capable of reducing construction cost, by securing stability of a submerged breakwater, without improving the original ground.
SOLUTION: This artificial tideland 1 is formed by inputting sediment 6 for the tideland inside surrounded by the submerged breakwater 3, by forming the submerged breakwater 3 surrounding a tideland preparation area 11, by arranging an earth retaining member 9 composed of a grounding plate 7 and a rising wall 8 in viscous earth ground 2 of the weak water bottom so that the grounding plate 7 turns to the offing side 10.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种人造水泥及其制备方法，能够缩短施工周期，并且能够通过确保淹没防波堤的稳定性而不改善原地降低施工成本。
解决方案：通过将由浸没式防波堤3围成的海岬内沉积物6输入沉积物6形成，通过在地下室准备区域11周围形成浸没的防波堤3，通过设置由接地构成的接地保持构件9 板7和弱水底部的粘性地面2中的上升壁8，使得接地板7转向离开侧10.版权所有（C）2008年，JPO＆INPIT

3. 发明专利

JP2008297702A Construction method for impervious structure, and impervious structure 有权
标题翻译：结构不正确的结构方法和结构不正确
公开(公告)号：JP2008297702A
公开(公告)日：2008-12-11
申请号：JP2007141463
申请日：2007-05-29
申请人： Penta Ocean Construction Co Ltd , Yokohama National Univ , 五洋建設株式会社 , 国立大学法人横浜国立大学
发明人： UENO KAZUHIKO , YAMADA KOICHI , TANI KAZUO , OMUKAI NAOKI , WAKAO KAZUTOSHI
IPC分类号： E02B3/18 , B09B1/00
CPC分类号： Y02E10/22 , Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an impervious structure, which decreases the water permeability of a boundary section between soil and an impervious body made of an impermeable material such as steel, a semipermeable material or an impervious sheet, by controlling the water permeability of the boundary section, and also to provide the impervious structure.
SOLUTION: In this construction method for the impervious structure, the water permeability of the boundary section is decreased by covering at least surfaces 12a and 13a, brought into contact with the soil, of the impervious body in the construction of the impervious structure having the boundary section P between the soil and the impervious bodies 12 and 13.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种不透水结构的施工方法，其降低了由诸如钢，半透性材料或不透性片等不透气材料制成的不透水体之间的边界部分的透水性，通过控制边界部分的透水性，并提供不透水结构。解决方案：在这种不透水结构的施工方法中，边界部分的透水性通过在不透水结构的结构中至少覆盖不透水体的至少表面12a和13a而与土壤接触而减少在土壤和不透水体12和13之间具有边界段P.版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2008184347A Shell-containing concrete and its production method 有权
标题翻译：含壳混凝土及其生产方法
公开(公告)号：JP2008184347A
公开(公告)日：2008-08-14
申请号：JP2007017606
申请日：2007-01-29
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： UENO KAZUHIKO , OGASAWARA TETSUYA
IPC分类号： C04B28/02 , C04B18/04
CPC分类号： C04B28/02 , C04B14/28 , C04B20/026
摘要： PROBLEM TO BE SOLVED: To provide shell-containing concrete with good balance among recycling rate, cost, and quality of shell, and its production method. SOLUTION: The shell-containing concrete is a mixture containing shell chips prepared by crashing shells, such as of scallop or oyster, as a part of a coarse aggregate of concrete. The mixed quantity of the shell chips is 20-60 vol.% of the coarse aggregate in a concrete proportioning. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供含壳混凝土在回收率，成本和壳质量之间的平衡及其生产方法。
解决方案：含壳混凝土是含有通过撞击贝壳（如扇贝或牡蛎）作为混凝土粗骨料的一部分制备的壳芯片的混合物。壳聚糖的混合量为混凝土配比的粗骨料20-60体积％。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2012241383A Ground improvement method and decompression container 有权
标题翻译：接地改进方法和分解容器
公开(公告)号：JP2012241383A
公开(公告)日：2012-12-10
申请号：JP2011111145
申请日：2011-05-18
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： KUMAGAI TAKAHIRO , UENO KAZUHIKO
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method for enabling the installation of a decompression container which can be manufactured in a ground-to-be-improved region and has sufficient strength and air-tightness, and to provide the decompression container.SOLUTION: The ground improvement method includes completing a decompression container 20 in a ground by a step of driving a steel pipe 29 having an annular part 28 protruded from the inner face of the upper part, into a ground, a step of removing soil from the driven steel pipe, a step of installing a bottom plate 27 on the bottom side of the steel pipe, and a step of placing a cover body 30 through which a drain pipe 25 connected to a water pump 24 stored inside the steel pipe, a suction pipe 26 connected to a vacuum pump 23 and a vertical pipe 21 for functioning a siphon are passed, at rest in the annular part 28 of the steel pipe, and then closely attaching the cover body to the annular part of the steel pipe with negative pressure given by driving the vacuum pump for developing the suction force of the vacuum pump and the suction force of the vertical pipe due to its siphon function to suck and drain interstitial water from the ground to be improved through a vertical drain member 11 driven into the ground.
摘要翻译：要解决的问题：提供一种地面改进方法，用于能够安装可在地面改良区域制造的减压容器，并具有足够的强度和气密性，并提供减压容器。解决方案：地面改进方法包括通过驱动具有从上部内表面突出的环形部分28的钢管29的一个步骤，将地面中的减压容器20完成到地面中，来自被驱动钢管的土壤，将底板27安装在钢管的底侧上的步骤，以及放置盖体30的步骤，盖主体30连接到储存在钢管内的水泵24的排水管25 连接到真空泵23的吸入管26和用于起作用的虹吸管的垂直管21在静止时在钢管的环形部分28中通过，然后将盖体紧密地附接到钢管的环形部分通过驱动真空泵产生的负压，由于虹吸功能使真空泵的抽吸力和垂直管的抽吸力从地面吸入和排出填隙水，通过垂直排水膜呃11进入地面。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2010189944A Portable cone penetration test device 有权
标题翻译：便携式锥体测试装置
公开(公告)号：JP2010189944A
公开(公告)日：2010-09-02
申请号：JP2009036087
申请日：2009-02-19
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： UENO KAZUHIKO , YAMADA KOICHI
IPC分类号： E02D1/02 , G01N3/40
摘要： PROBLEM TO BE SOLVED: To provide a portable cone penetration test device usable as simply as a portable cone penetration test device on the ground and enabling easy ground investigation when investigating the sea bottom ground.
SOLUTION: The portable cone penetration test device is provided with a support frame having a thin and long shape, a guide member supported to the support frame in the vertical direction, a cylindrical casing supported to the guide member and freely movable in the vertical direction, a coil spring stored in the casing, a presser abutted on an upper end of the coil spring, and a rod for penetration operation capable of pressing an upper end side of the presser. The cone penetration rod is detachably fixed to a lower end of the casing, and a cone for penetration is mounted to a lower end of the rod. The casing is provided with a bending amount measuring scale capable of measuring the bending amount of the coil spring visually. A press-down force for pressing the rod for penetration operation downward is transmitted to the rod for penetrating cone through the coil spring to measure penetration resistance by the bending amount of the coil spring and its spring constant in the penetration of the cone.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供便携式锥形穿透测试装置，其可以简单地用于地面上的便携式锥形穿透测试装置，并且在调查海底地面时能够进行容易的地面调查。解决方案：便携式锥形穿透测试装置设置有具有薄且长形状的支撑框架，在垂直方向上支撑在支撑框架上的引导构件，支撑在引导构件上的可自由移动的圆柱形壳体存储在壳体中的螺旋弹簧，抵靠在螺旋弹簧的上端的压脚和能够按压压脚的上端侧的穿透操作杆。锥形穿透杆可拆卸地固定到壳体的下端，并且用于穿透的锥体安装到杆的下端。壳体设置有能够目视测量螺旋弹簧的弯曲量的弯曲量测量刻度。用于向下按压穿透杆的压下力通过螺旋弹簧传递到用于穿透锥体的杆，以通过螺旋弹簧的弯曲量及其在锥体的穿透中的弹簧常数来测量穿透阻力。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2015051412A 遮水材及び遮水材の製造方法有权
标题翻译：不正确的材料的不正确的材料和生产方法
公开(公告)号：JP2015051412A
公开(公告)日：2015-03-19
申请号：JP2013186297
申请日：2013-09-09
申请人：五洋建設株式会社 , Penta Ocean Construction Co Ltd
发明人： UENO KAZUHIKO , YAMADA KOICHI
IPC分类号： B09B1/00 , B09B3/00
CPC分类号： Y02W30/32
摘要：【課題】低透水性と変形追随性と流動性を実現し得る低コストな土質系の遮水材を提供すること。【解決手段】石炭灰に海水を混合した石炭灰スラリーと、ベントナイトに海水を混合したベントナイトスラリーとを混合した遮水材を提案する。石炭灰に海水を混合することによって石炭灰スラリーを作製し、当該石炭灰スラリーにベントナイトを混合することにより遮水材を製造する。【選択図】図3
摘要翻译：要解决的问题：提供一种成本低且能够实现低渗透性，变形跟随性和流动性的土壤不透水材料。解决方案：一种不透水材料，其中煤灰浆是煤灰和提出了海水和作为膨润土和海水混合物的膨润土浆料。煤灰浆通过将煤灰与海水混合而生产，不透水材料是通过将煤灰浆与膨润土混合而制成的。

8. 发明专利

JP2012184623A System and method for managing pile driving construction using leader 有权
标题翻译：使用领导者管理桩驱动结构的系统和方法
公开(公告)号：JP2012184623A
公开(公告)日：2012-09-27
申请号：JP2011049784
申请日：2011-03-08
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： MIYAZAKI TOSHIHIRO , UENO KAZUHIKO , SASAKI HIROKI
IPC分类号： E02D13/06 , E02D13/04
摘要： PROBLEM TO BE SOLVED: To provide a construction management system and method in which a driving precision of a pile can be improved by settling a pile head center position or the like required to the pile within predetermined allowable values after a leader is removed in a pile driving construction using the leader.SOLUTION: A pile driving construction management system 10 is a construction management system in pile driving using a leader and comprises gauges 7a-7d and 8a-8d each for measuring a load in a leader member or guide portion in the leader member constituting a leader 1 in order to suppress displacement of a pile P during driving, and processing devices 11 and 12 each for processing measurement data from the gauges during pile driving, and a load exceeding a predetermined reference value can be monitored in real time to prevent the load from acting upon the leader.
摘要翻译：要解决的问题：提供一种施工管理系统和方法，其中通过在引导件被移除之后将桩所需的桩头中心位置等等设置在预定的允许值内，可以提高桩的驱动精度在打桩施工中使用领导。解决方案：打桩施工管理系统10是使用引导件的打桩施工管理系统，并且包括用于测量构成的引导构件的引导构件或引导部中的载荷的量规7a-7d和8a-8d 为了抑制打桩期间的桩P的位移的前导件1，以及用于在打桩期间处理来自量规的测量数据的处理装置11和12，并且可以实时地监视超过预定参考值的负载，以防止负责从行动领导。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2013087505A Pile foundation construction method and pile foundation structure 有权
标题翻译：桩基础施工方法和桩基础结构
公开(公告)号：JP2013087505A
公开(公告)日：2013-05-13
申请号：JP2011229547
申请日：2011-10-19
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： UENO KAZUHIKO , YAMAMOTO ATSUSHI , OKUDA KAZUHIRO
IPC分类号： E02D27/14 , E02B3/06 , E02D9/04 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a pile foundation construction method and a pile foundation structure that can omit oblique cutting of a guide tube of high difficulty, and also achieves cutting and removal of the guide tube without damaging a surface periphery of a projecting structure of the guide tube.SOLUTION: The pile foundation construction method is to construct a structure on the foundation by driving piles, a structure 11A includes a guide tube 30a which is arranged penetrating the structure and projecting upward from a partial surface of the structure, and an external tube 31 which has a larger diameter and a shorter length than the guide tube, and is arranged in the structure such that an upper end 31a cut conforming to the partial surface of the structure is along the partial surface. The method includes the processes of: driving a pile 29a through the guide tube after installing the structure on the foundation; and cutting the guide tube at a part T where the guide tube and external tube are doubled, and removing an upper-end part of the guide tube projecting from the partial surface of the structure.
摘要翻译：要解决的问题：为了提供一种可以省略高难度的导向管的倾斜切割的桩基础施工方法和桩基础结构，并且还实现导向管的切割和除去而不损害导管的表面周边引导管的突出结构。解决方案：桩基施工方法是通过驱动桩在基础上构造结构，结构11A包括引导管30a，其布置成穿过结构并从结构的部分表面向上突出，并且外部管31具有比引导管更大的直径和更短的长度，并且布置在结构中，使得沿着部分表面切割成符合结构的部分表面的上端31a。该方法包括以下过程：在将结构安装在基础上之后通过导管驱动桩29a; 并且在导管和外管加倍的部分T处切割引导管，以及去除从结构的部分表面突出的引导管的上端部分。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2012041761A Pile foundation structure, method for constructing pile foundation structure, and pile for use in them 有权
标题翻译：桩基础结构，构造桩基础结构的方法和用于其中的桩
公开(公告)号：JP2012041761A
公开(公告)日：2012-03-01
申请号：JP2010184869
申请日：2010-08-20
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： UENO KAZUHIKO , MIYAZAKI TOSHIHIRO , ISHIZAKI YASUHARU
IPC分类号： E02D27/12 , E02D5/28
摘要： PROBLEM TO BE SOLVED: To provide a pile foundation structure capable of increasing a force (stability) resistant to pile extraction, without depending on enlargement of a pile diameter or an increase in embedment length, a method for constructing the pile foundation structure, and a pile for use in them.SOLUTION: In a pile foundation structure, a partition plate 10 is provided in a foundation pile P comprising a hollow tube, and the foundation pile is split into upper and lower vertical portions 11 and 12 by the partition plate. At least a part 12a of the lower portion 12 of the foundation pile driven into ground G is hermetically sealed by being saturated with water or water and a ground material. Thus, a suction force (suction) resistant to a pull-out force is generated when the pull-out force acts on the foundation pile.
摘要翻译：要解决的问题：为了提供一种能够增加抵抗绒毛提取的力（稳定性）的桩基结构，而不依赖于桩直径的扩大或嵌入长度的增加，构造桩基础结构的方法，和一堆用于他们。解决方案：在桩基础结构中，在包括中空管的基桩P中设置有分隔板10，并且基桩通过隔板被分成上下垂直部分11和12。驱动到地面G中的基桩的下部12的至少一部分12a被饱和的水或水和研磨材料气密密封。因此，当拉出力作用在基础桩上时，产生耐拉力的吸力（吸力）。版权所有（C）2012，JPO＆INPIT

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