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1. 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

2. 发明专利

JP2013159898A Bottom mud stabilization method 有权
标题翻译：底部MUD稳定方法
公开(公告)号：JP2013159898A
公开(公告)日：2013-08-19
申请号：JP2012019829
申请日：2012-02-01
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： OKUBO YASUHIRO , YAMADA KOICHI , AKIMOTO TEPPEI , KO CHANGJIN , KUMAGAI TAKAHIRO
IPC分类号： E02B3/00 , C02F11/00 , E02B3/02 , G21F9/28 , G21F9/30
摘要： PROBLEM TO BE SOLVED: To provide a bottom mud stabilization method which prevents erosion of covering soil material caused by the disturbance action of waves or flow and prevents rolling up of the bottom mud.SOLUTION: A bottom mud stabilization method allows the bottom mud which contains harmful substances to be covered with BN granules composed of clay minerals, so that the bottom mud can be stabilized through the reaction of the granules and the bottom mud.
摘要翻译：要解决的问题：提供底泥稳定方法，其防止由波浪或流动的干扰作用引起的覆盖土壤材料的侵蚀，并防止底泥的卷起。解决方案：底泥稳定方法允许含有用由粘土矿物组成的BN颗粒覆盖的有害物质，使得底泥可以通过颗粒和底泥的反应而稳定。

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

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。

5. 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

6. 发明专利

JP2012219506A Method for raising dry beach 有权
标题翻译：提高干海滩的方法
公开(公告)号：JP2012219506A
公开(公告)日：2012-11-12
申请号：JP2011086332
申请日：2011-04-08
申请人： Penta Ocean Construction Co Ltd , Hiroshima Univ , 五洋建設株式会社 , 国立大学法人広島大学
发明人： KUMAGAI TAKAHIRO , KIKUHARA NORIKO , YAMADA KOICHI , SUGIHARA HIROAKI , TAGUCHI SATOSHI , TSUCHIDA TAKASHI
IPC分类号： E02B3/00
摘要： PROBLEM TO BE SOLVED: To provide a method for raising a dry beach which can utilize the dredged sediment and others effectively and which can perform a raising recovery of a settled dry beach efficiently without damaging an existing living environment.SOLUTION: After the inside of a viscous soil layer 4 is stirred by stirring means 14 and a stirring treatment layer 51 comprising the sediment more softened than the viscous soil is formed in the viscous soil layer 4, an injection pipe 32 is inserted into the stirring treatment layer 51, and slurry-like viscous soil is pressed into the stirring treatment layer 51 through the injection pipe 32 so as to create a raising layer 52 to thereby push up the surface layer part of a dry beach.
摘要翻译：要解决的问题：提供一种可以有效利用疏浚沉积物和其他有效利用疏浚沉积物的干沙滩的方法，并且可以有效地提高沉降的干沙滩的恢复，而不会损害现有的生活环境。解决方案：在粘性土壤层4的内部通过搅拌装置14搅拌，并且在粘性土壤层4中形成包含比粘性土壤更软化的沉积物的搅拌处理层51，插入注入管32 进入搅拌处理层51，并且通过注射管32将浆状粘性土壤压入搅拌处理层51中，以形成提升层52，从而将干燥海滩的表面层部分向上推。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2011206625A Method for modifying dredged soil 有权
标题翻译：干旱土壤修复方法
公开(公告)号：JP2011206625A
公开(公告)日：2011-10-20
申请号：JP2010074136
申请日：2010-03-29
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Nippon Steel Corp , Penta Ocean Construction Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , Wakachiku Construction Co Ltd , 五洋建設株式会社 , 新日本製鐵株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 若築建設株式会社
发明人： TAKAHASHI KATSUNORI , HONDA HIDEKI , TOZAWA KOICHI , NAKAGAWA MASAO , AKASHI YUZO , NISHIJIMA SATOSHI , YAMADA KOICHI , UKAI AKIYUKI , GOMYO MICHIO , TAGUCHI HIROBUMI , KAWANISHI RYUICHI , KUBO SHIGERU , FUJIMURA MITSUGI
IPC分类号： C02F11/00 , C09K17/02 , C09K103/00
摘要： PROBLEM TO BE SOLVED: To modify dredged soil so as to properly suppress an increase in pH of seawater when the dredged soil is used as an aquatic environment restoring material in a method for modifying dredged soil by mixing steel slag.SOLUTION: In the method for modifying dredged soil by mixing steel slag, the steel slag having a free CaO content of 0.5-15.0 mass% is mixed with the dredged soil so that the flow value of a mixed material of the dredged soil and the steel slag is 8.5-23.0 cm.
摘要翻译：要解决的问题：通过混合钢渣，在疏浚土被用作水泥环境恢复材料的方法中，用于修补疏浚土壤，以适当地抑制海水pH值的增加。解决方案：在通过混合钢渣改性疏浚土，将含有0.5-15.0质量％游离CaO的钢渣与疏浚土混合，使疏浚土和钢渣的混合料流量为8.5〜23.0厘米。

8. 发明专利

JP2011208365A Artificial shoal or tidal flat 有权
标题翻译：人造鞋或TIDAL平面
公开(公告)号：JP2011208365A
公开(公告)日：2011-10-20
申请号：JP2010074163
申请日：2010-03-29
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Nippon Steel Corp , Penta Ocean Construction Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , Wakachiku Construction Co Ltd , 五洋建設株式会社 , 新日本製鐵株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 若築建設株式会社
发明人： HONDA HIDEKI , TAKAHASHI KATSUNORI , TOZAWA KOICHI , NAKAGAWA MASAO , AKASHI YUZO , ISE NORIO , YAMADA KOICHI , UKAI AKIYUKI , GOMYO MICHIO , TAGUCHI HIROBUMI , KAWANISHI RYUICHI , KUBO SHIGERU , FUJIMURA MITSUGI
IPC分类号： E02B3/00 , E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide an artificial shoal or tidal flat which can hardly cause sinking of a sand capping material, consolidation settlement of a filling material, the outflow of the filling material in an abnormal case, and the like.SOLUTION: The filling material is made of an admixture of dredged soil with iron and steel slag, the free CaO content of which is 0.5 mass% or more. Since the filling material made of the admixture is moderately consolidated to develop strength, the sinking of the sand capping material, the consolidation settlement of the filling material, the outflow of the filling material in the abnormal case, and the like are inhibited so that the artificial shoal or tidal flat can be kept in a proper state over a long period of time.
摘要翻译：要解决的问题：提供一种难以引起砂封材料下沉的人造浅滩或潮汐平面，填充材料的固结沉淀，异常情况下的填充材料的流出等。解决方案：填充材料由疏浚土与铁和钢渣的混合物制成，游离CaO含量为0.5质量％以上。由于由混合物制成的填充材料适度地固结以产生强度，所以抑制了覆盖材料的下沉，填充材料的固结沉淀，异常情况下的填充材料的流出等，使得人造浅滩或潮滩可长期保持在适当的状态。

9. 发明专利

JP2005193199A Impervious wall structure 有权
标题翻译：不正确的墙结构
公开(公告)号：JP2005193199A
公开(公告)日：2005-07-21
申请号：JP2004004167
申请日：2004-01-09
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： HANEDA AKIRA , SAOTOME HIROSHI , KOKUBO YUTAKA , YAMADA KOICHI
IPC分类号： E02B3/06 , B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide an impervious wall structure in which an impervious material layer contains always a required predetermined content of moisture to maintain a high imperviableness.
SOLUTION: The impervious wall structure is provided with the impervious material layer 17 formed by filling a space 16 formed in a sand guard wall provided in soil with an impervious material having a deformability. In the structure, an upper end surface of the impervious material layer 17 is closed by a moisture maintenance means inside the impervious material layer which is formed in layers for maintaining the moisture inside the impervious material layer 17, that is, a water storage section 21 the inside of which is in contact with the upper end surface of the impervious material layer 17 is provided, and water 22 for drying prevention is stocked in the water storage section 21.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种不透水的壁结构，其中不透水材料层总是包含所需的预定含量的水分以保持高的不渗透性。解决方案：不透水壁结构设置有不透水材料层17，其通过用形成有可变形性的不透水材料填充形成在设置在土壤中的防砂墙中的空间16而形成。在该结构中，不透水材料层17的上端面由不透水性材料层内部的水分保持机构封闭，所述水分保持机构形成为使不透水性材料层17内的水分即水收容部21形成的层其内部与不透水材料层17的上端面接触，防水用水22储存在储水部21中。（C）2005，JPO＆NCIPI

10. 发明专利

JP2004322096A Deformation follow-up type water-impervious material 有权
公开(公告)号：JP2004322096A
公开(公告)日：2004-11-18
申请号：JP2004202742
申请日：2004-07-09
申请人： Penta Ocean Constr Co Ltd , Terunaito:Kk , 五洋建設株式会社 , 株式会社テルナイト
发明人： NAGAE YASUSHI , KUWABARA JIYOUJI , ABE KATSUHISA , YAMADA KOICHI , CHIKARAISHI HIROHIKO
IPC分类号： B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a water-impervious material which has a flow property during force feeding by a pump, is little in material separation during underwater placement, gelatinizes after the placement and has low water permeability and deformation follow-up characteristic.
SOLUTION: The deformation follow-up type water-impervious material is formed by adding clay ores to a marine clay suspension of 100 to 300% in moisture content ratio and then adding at least one kind selected from silicates, alkaline metal salts and alkaline earth metal salts thereto to reform the suspension to a gelatinous material.
COPYRIGHT: (C)2005,JPO&NCIPI

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