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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

JP2007146535A Tideland breakwater 有权
标题翻译： TIDELAND BREAKWATER
公开(公告)号：JP2007146535A
公开(公告)日：2007-06-14
申请号：JP2005343684
申请日：2005-11-29
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 , SASA SHINJI , KUMAGAI TAKAHIRO , IKENO KATSUYA , TAKADA KOICHI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a tideland breakwater by which movement and outflow of an artificial tideland caused by the action of ocean waves are reduced, so that long-time stability can be obtained, and a property of coexistence with the nature and the scenery of the sea area are improved.
SOLUTION: In the tideland breakwater 1, a breakwater 3 is installed in the offing at a proper distance from a shore 2. A submerged curved dike 4 opening toward the side of the breakwater is installed between the breakwater 3 and the shore 2. A tideland material 5 is placed in the space surrounded by the submerged curved dike and the breakwater to form a tideland part 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种由海浪作用引起的人造水泥的运动和流出减少的水泥防波堤，从而可以获得长时间的稳定性，与自然界共存的特性海域景观得到改善。
解决方案：在防潮堤1中，防水3安装在离岸2处适当的距离处。在防波堤3和岸岸2之间安装了一个向防波堤侧面开口的浸没式弯曲堤坝4 将潮汐材料5放置在由浸没的弯曲堤坝和防波堤包围的空间中，形成一个海带部分6.版权所有（C）2007，JPO＆INPIT

3. 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

4. 发明专利

JP2006200203A Plastic-board drain material, and device for pulling out the drain material 有权
标题翻译：塑料排水材料，以及用于拉出排水材料的装置
公开(公告)号：JP2006200203A
公开(公告)日：2006-08-03
申请号：JP2005012452
申请日：2005-01-20
申请人： Hiroshima Univ , Penta Ocean Constr Co Ltd , Port & Airport Research Institute , 五洋建設株式会社 , 国立大学法人広島大学 , 独立行政法人港湾空港技術研究所
发明人： TSUCHIDA TAKASHI , WATABE YOICHI , YONETANI HIROSHI , ONODA KOJI , NIIYA HIROSHI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a plastic-board drain material which can be suitably removed from ground after the ground is improved by a consolidation method, and a device for pulling out the drain material.
SOLUTION: The plastic-board drain material comprises: plastic drain members 11 and 12 where permeable filters 21 and 21 are fixed on the front and back sides of a water-passing-groove-forming core material 20 with water passing grooves 18 and 19 continuously provided in longitudinal directions on the front and back sides, in such an arrangement as to close opened parts of the grooves 18 and 19; and a thin strip-like or linear tensile reinforcing material 13. The plastic-board drain material can be removed from the improved ground by integrating the material 13 with the drain members 11 and 12 along the longitudinal direction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以通过固结方法改善地面之后适当地从地面上除去的塑料板排出材料和用于拉出排水材料的装置。解决方案：塑料板排水材料包括：塑料排水构件11和12，其中可渗透过滤器21和21被固定在具有水通过槽18的水通槽形成芯材20的前侧和后侧并且在前后两侧沿长度方向连续地设置，并且在该槽18,19的开放部分的封闭状态下，以及薄的带状或线状拉伸增强材料13.通过沿长度方向将材料13与排水构件11和12集成，可以将塑料板排出材料从改进的地面上移除。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2004183364A Underground continuous cut off wall structure in land 审中-公开
公开(公告)号：JP2004183364A
公开(公告)日：2004-07-02
申请号：JP2002352905
申请日：2002-12-04
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , Yokohama National Univ , 五洋建設株式会社 , 横浜国立大学長 , 独立行政法人港湾空港技術研究所
发明人： TSUCHIDA TAKASHI , WATABE YOICHI , IMAI GORO , YAMADA KOICHI
IPC分类号： E02D5/20 , B09C1/00 , B09C1/04
摘要： PROBLEM TO BE SOLVED: To provide an underground continuous cut off wall structure in land improving the durability, withstanding a strong external force in an earthquake without damage, bringing no crack by the ground movement, impairing no water sealability, and forming land at a low cost as compared with the in-situ solidified wall or a continuous underground wall.
SOLUTION: The underground continuous cut off wall in land is constituted by filling a filler 33 made by modifying to a gelatinous condition by adding clay minerals and a gelatinizer into a clay-suspension with an adjusted moisture content and mixing an impervious material having a deformation following nature with sand or aggregate such as crushed stones into a continuous underground ditch 30 formed in the depth down to the underground impervious layer 22.
COPYRIGHT: (C)2004,JPO&NCIPI

6. 发明专利

JP2004181394A Water barrier base structure of waste reclaimed land 审中-公开
公开(公告)号：JP2004181394A
公开(公告)日：2004-07-02
申请号：JP2002352899
申请日：2002-12-04
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , Yokohama National Univ , 五洋建設株式会社 , 横浜国立大学長 , 独立行政法人港湾空港技術研究所
发明人： TSUCHIDA TAKASHI , WATABE YOICHI , IMAI GORO , YAMADA KOICHI
IPC分类号： E02B3/12 , B09B1/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a water barrier base structure of a waste reclaimed land sufficiently satisfying a water barrier property, and capable of maintaining the predetermined water barrier property with respect to an increase in the overburden pressure by charging waste, the external forces such as an earthquake or a billow, and the deformation such as uneven settlement of the foundation ground. SOLUTION: The surface of the permeable ground 1 at the bottom part of the reclaimed land is provided with water barrier material layers 13 with a deformation following property and formed by laminating water barrier materials having liquidity during lamination and the deformation following property after the lamination in a laminar state having the thickness providing a desired water barrier property. The surface of the water barrier material layers 13 with the deformation following properties is covered with a sheetlike material 14 such as geotextile for protecting the water barrier material layer with the deformation following property. The sheetlike material 14 is laminatedly pressed with the sheetlike material 14, and a coating material layer 15 is provided for protecting the sheetlike material 14 and the water barrier material layers 13 from landfill such as waste. COPYRIGHT: (C)2004,JPO&NCIPI

7. 发明专利

JP2007132160A Artificial tideland material utilizing dredged viscous soil and artificial tideland making method using the artificial tideland material 审中-公开
标题翻译：人造TIDELAND材料利用DRIDGIC VISCOUS土壤和人造TIDELAND使用人造TIDELAND材料制作方法
公开(公告)号：JP2007132160A
公开(公告)日：2007-05-31
申请号：JP2005328567
申请日：2005-11-14
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 , UEDA MASAKI
IPC分类号： E02B3/18 , C02F11/00 , E02F7/00
摘要： PROBLEM TO BE SOLVED: To provide an artificial tideland material and an artificial tideland making method which reduce costs, allow the formation of the stable tideland ground with reduced compaction subsidence in a short period, easily achieve a tideland slope of 1/50 or more, and enables the effective utilization of dredged viscous soil.
SOLUTION: An additive of a dredged viscous soil hardened/granulated material b which is granulated by mixing such a solidifier as cement into dredged viscous soil is mixed into dredged viscous soil a obtained by dredging soil at the bottom of water to make the artificial tideland material d. The artificial tideland material d is strewed over the bottom of water to make an artificial tideland material sedimentary layer whose surface is then covered with a sand layer.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种降低成本的人造水泥和人造水泥制造方法，允许在短时间内形成具有减小的压实沉降的稳定的潮汐地面，容易实现1/50的坡度斜率以上，有效利用疏浚粘土。解决方案：通过将疏水粘性土壤中的这种固化剂作为水泥混合而造粒的疏浚粘性土壤硬化/粒化材料b的添加剂被混合到通过在水底部疏浚土壤获得的疏浚粘性土壤中，人造水泥材料d。将人造海带材料d沉淀在水底部，制成人造水泥和材料沉积层，其表面然后被砂层覆盖。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2006200204A Method for improving soft ground under permeable upper ground 有权
标题翻译：改善上层软土地基的方法
公开(公告)号：JP2006200204A
公开(公告)日：2006-08-03
申请号：JP2005012454
申请日：2005-01-20
申请人： Hiroshima Univ , Penta Ocean Constr Co Ltd , Port & Airport Research Institute , 五洋建設株式会社 , 国立大学法人広島大学 , 独立行政法人港湾空港技術研究所
发明人： TSUCHIDA TAKASHI , WATABE YOICHI , YONETANI HIROSHI , ONODA KOJI , NIIYA HIROSHI
IPC分类号： E02D3/10 , E02D3/02
摘要： PROBLEM TO BE SOLVED: To provide a method for improving soft ground under permeable upper ground, which is used for improving the soft ground with a surface layer section including the permeable upper ground. SOLUTION: A drain material 10 is inserted into the soft ground 2, existing between a lower permeable base layer 4 and the permeable upper ground 7 existing in a ground surface section, from a ground surface. The drain material 10 is equipped with a removed part 14, the length of which is greater by a predetermined length c than the depth of the permeable upper ground, and a permanently embedded part which is disconnectably connected to a lower end of the removed part 14; and the removed part 14 is equipped with an impermeable part 50 for preventing the intrusion of water into the permeable upper ground. A lower end of the permanently embedded part of the drain material 10 is inserted up to a desired improvement depth which does not reach the depth of the base layer 4; desired soil improvement is performed by discharging soil pore water in the soft ground 2 through an upper end of the drain material 10; and after that, the removed part 14 of the drain material is removed from the ground surface. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于在具有可渗透的上层地面的表面层部分改善软土地基的可渗透上地面下改善软土地面的方法。解决方案：将漏水材料10从地表面插入到存在于地表面部分中的下部可渗透基底层4和可渗透上部基底7之间的软质地面2中。排水材料10配备有被除去的部分14，该部分的长度大于可渗透的上部地面的深度的预定长度c，以及可拆卸地连接到被移除的部分14的下端的永久嵌入的部分 ; 并且去除部分14装备有用于防止水进入可渗透的上部地面的不可渗透部分50。排水材料10的永久嵌入部分的下端插入到达不到底层4的深度的期望的改进深度; 通过排放物料10的上端排出软土地面2中的土壤孔隙水来进行所需的土壤改良; 之后，将排出的材料的去除部分14从地面上除去。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2013096080A Depth increasing method for gravity type structure, and gravity type structure 有权
标题翻译：重力式结构的深度增加方法和重力式结构
公开(公告)号：JP2013096080A
公开(公告)日：2013-05-20
申请号：JP2011237300
申请日：2011-10-28
申请人： Port & Airport Research Institute , 独立行政法人港湾空港技術研究所 , Japan Dredging & Reclamation Engineering Association , 社団法人日本埋立浚渫協会
发明人： KIKUCHI YOSHIAKI , WATABE YOICHI , MORIKAWA YOSHIYUKI , MIZUTANI SURYO , HIRAI SO , TERAUCHI KIYOSHI , OTA MASANORI , OGASAWARA TETSUYA , KIMURA MITSUTOSHI , AIDA KAZUYA , KOTAKI KATSUMI , SUGAWARA TEI , TAKAI TETSUYA , TAKEUCHI JUN , TANAKA YOSHINORI , FUJITA KENJI
IPC分类号： E02B3/08
摘要： PROBLEM TO BE SOLVED: To increase the depth of an existent gravity type structure without changing a normal of the structure.SOLUTION: A rubble mound 14 is constructed on a foundation ground 12, a wall body 16 is installed on the rubble mound 14, and the depth of a gravity type structure 10 supporting a back ground 18 is increased by the rubble mound 14 and wall body 16. An improved body 22 is formed by partially solidifying a range of predetermined depth of the rubble mound 14 including a surface of contact with the wall body 16 so as to increase the bearing force of the wall body 16 by the rubble mound 14. The rubble mound 14 is removed except the improved body 22 positioned right below the wall body 16 at the same position with an offshore-side wall surface 16a of the wall body 16 or at a position more on an offshore side than it in plan view so as to support the wall body 16 by the improved body 22 positioned right below the wall body 16. Then a depth-increased part 14d is formed at the same position of the rubble mound 14 with the offshore-side wall surface 16a of the wall body 16 or at the position more on the offshore side than it.
摘要翻译：要解决的问题：为了增加存在的重力型结构的深度而不改变结构的法线。解决方案：瓦砾堆14构造在基础地面12上，壁体16安装在瓦砾堆14上，支撑后地面18的重力式结构10的深度由瓦砾堆14增加通过部分凝固包括与壁体16接触的表面的瓦砾堆14的预定深度的范围来形成改进体22，以通过瓦砾堆增加壁体16的承载力瓦砾堆14被除去，除了位于墙体16正下方的改进体22处于与壁体16的离岸侧壁表面16a相同的位置处，或在离岸侧的位置处比在平面以便通过位于壁体16正下方的改进体22来支撑壁体16.然后，在瓦砾堆14的相同位置处形成深度增加部分14d，其中海底侧壁表面16a 墙体16或位置更多在离岸边比它。版权所有（C）2013，JPO＆INPIT

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