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1. 发明专利

JP2003261917A ARTIFICIAL INLAND DRY BEACH 审中-公开
公开(公告)号：JP2003261917A
公开(公告)日：2003-09-19
申请号：JP2002066516
申请日：2002-03-12
申请人： TAISEI CORP , KAJIMA CORP
发明人： ODA YUKINOBU , UENO SEIZO , HAYASHI FUMIYOSHI , TAKASAGO HIROYUKI
IPC分类号： E02B3/00
摘要： PROBLEM TO BE SOLVED: To provide an artificial inland dry beach, in which a wet environment close to a natural inland dry beach is obtained, because moisture retention can be improved easily, sufficiently promoting the exchange of groundwater extensively over the whole inland dry beach. SOLUTION: In the artificial inland dry beach, which is composed of a high permeable material 1, in which groundwater is moved freely and a boundary with the offing 3 is partitioned by the shore 2 in the case of a low water and which contains an area section 11 consisting of a low permeable material 11a and delaying the movement of groundwater in the case of the low water, the area section 11 is arranged so that the shore direction is directed towards the high permeable direction that the exchange of groundwater can be promoted and the offshore direction is directed towards the low permeable direction that moisture retention can be maintained. COPYRIGHT: (C)2003,JPO

2. 发明专利

JP2003341789A Liquid tank 审中-公开
标题翻译：液体罐
公开(公告)号：JP2003341789A
公开(公告)日：2003-12-03
申请号：JP2002149008
申请日：2002-05-23
申请人： Kajima Corp , Taisei Corp , 大成建設株式会社 , 鹿島建設株式会社
发明人： IKETANI TAKESHI , INAGAKI SATOSHI , UENO SEIZO , ODA YUKINOBU
IPC分类号： B65D90/00
摘要： PROBLEM TO BE SOLVED: To provide a liquid tank which can be replenished with water at a fixed facility and can supply the water at a constant flow rate while reserving a large quantity of water.
SOLUTION: The tank 3 is equipped with a gas exhaust pipe 5 for taking the open air into the tank 3, an exhaust valve 7 for exhausting from the tank 3, a feed water pipe 9 for feeding the water into the tank 3, and a distributing water pipe 11 for distributing the water from the tank 3. The lower end 17 of the pipe 5 is provided in the lower portion in the cavity of the tank 3, and the upper end forms an intake port 25 through the upper part of the tank 3. The feed water pipe 9 and the distributing water pipe 11 are each provided with valves 13 and 15. For feeding the water, the exhaust valve 7 and the valve 13 are opened and the valve 15 is closed, and the water is fed from the pipe 9 to the tank 3 while exhausting the air 23 from the valve 7. For distributing the water, the exhaust valve 7 and the valve 13 are closed and the valve 15 is opened, the open air is taken from the intake port 25, and the water 21 is distributed from the water distributing pipe 11 to the outside while exhausting the air from the lower end 17 of the pipe 5.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种能够在固定设施中补充水的液体罐，并且可以在保持大量水的同时以恒定的流量供应水。解决方案：罐3装有用于将开放空气吸入罐3的排气管5，用于从罐3排出的排气门7，用于将水送入罐3的给水管9 以及用于从罐3分配水的分配水管11.管5的下端17设置在罐3的空腔的下部，并且上端通过上部形成进气口25 给水管9和分配水管11均设有阀13和15.为了供给水，排气门7和阀13打开，阀15关闭，并且，在从阀门7排出空气23的同时，将水从管道9供给到水箱3.为了分配水，排气门7和阀13关闭，阀门15打开，进气口25，并且水21从分配管11分配到外部，而exh 从管5的下端17使空气发生灼伤。版权所有（C）2004，JPO

3. 发明专利

JP2004065056A Marsh for growing ditch reed 有权
公开(公告)号：JP2004065056A
公开(公告)日：2004-03-04
申请号：JP2002226809
申请日：2002-08-05
申请人： Kajima Corp , Taisei Corp , 大成建設株式会社 , 鹿島建設株式会社
发明人： UENO SEIZO , TAKAYAMA YURIKO , ODA YUKINOBU , KATSUI HIDEHIRO , HAYASHI FUMIYOSHI , TANAKA MASAHIRO , SHINPO HIROMI , IKETANI TAKESHI
IPC分类号： A01G1/00 , A01G7/00
CPC分类号： Y02P60/216
摘要： PROBLEM TO BE SOLVED: To provide marsh for growing ditch reeds where the ditch reeds can be grown suitably. SOLUTION: The marsh for growing ditch reeds is obtained by adjusting the depth of a ground water level, submergence, salinity in pore water contained in soil, ignition loss of soil, soil depth and the soil particle diameter so as to be suitable for growing ditch reeds. It is preferable that the depth of the ground water level is ≥0cm but 0PSU but 0% but 0mm but COPYRIGHT: (C)2004,JPO

4. 发明专利

JP2003261960A DREDGED SOIL DEHYDRATING METHOD AND APPARATUS FOR USE THEREIN 审中-公开
公开(公告)号：JP2003261960A
公开(公告)日：2003-09-19
申请号：JP2002066517
申请日：2002-03-12
申请人： TAISEI CORP , KAJIMA CORP
发明人： KATSUI HIDEHIRO , ODA YUKINOBU , HAYASHI FUMIYOSHI , TANAKA MASAHIRO
IPC分类号： E02F7/00 , B01D29/11 , B01D29/27 , B01D29/31 , E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide a dredged soil dehydrating method which can process dredged soil to a material having necessarily minimum shear strength for constructing a low-strength earth structure at a low cost, and to provide an apparatus for use in the method. SOLUTION: The dredged soil dehydrating method is for use in constructing the low-strength structure including an earth retaining wall in a reclaimed tide land. The method is comprised of a cylindrical body erecting step of vertically erecting a water-permeable cylindrical body 11 on the ground 21, a soil packing step of packing the dredged soil 13 into the cylindrical body 11, and a dredged soil dehydrating step of removing water content in the dredged soil 13 but of the cylindrical body 11 by applying a load 14 to the dredged soil 13 packed in the cylindrical body 11. COPYRIGHT: (C)2003,JPO

5. 发明专利

JP2003239239A MUD FLAT AND MUD FLAT COVER SOIL FOR INHABITATION OF SAND CRABS AND THE LIKE 审中-公开
公开(公告)号：JP2003239239A
公开(公告)日：2003-08-27
申请号：JP2002037308
申请日：2002-02-14
申请人： KAJIMA CORP , TAISEI CORP
发明人： HAYASHI FUMIYOSHI , TANAKA MASAHIRO , TAKAYAMA YURIKO , ODA YUKINOBU , SHINPO HIROMI , IKETANI TAKESHI , UENO SEIZO , KATSUI HIDEHIRO
IPC分类号： E02B3/00 , E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide mud flat and mud flat cover soil which sand crabs, etc., can continuously inhabit. SOLUTION: The cover mud is a mixture of clay, silt, and sandy soil, and has the grading with a uniformity coefficient (=D 60 /D 10 ) at which secure burrows of sand crabs, etc., can be formed, and the cover mud thus prepared is added to an inter tidal zone. Preferably, the uniformity coefficient of the grading of the cover mud is set to 20 or more. More preferably, the content of clay of the cover soil is set to 10% or more. It is desirable that the mixing ratio of the clay, silt, and sandy soil is adjusted to a range in which soil bearing strength for ensuring burrow security is obtained. For example, the mixing ratio of the clay, silt, and sandy soil is adjusted so as to have the soil bearing strength of 98.1 kPa according to the push cone method under the condition of moisture saturation. Further, it is desirable that the mixing ratio of the clay, silt, and sandy soil is adjusted such that the water content of the cover soil at the time of low water falls in a range of 20 to 60%. COPYRIGHT: (C)2003,JPO

6. 发明专利

JP2014097732A Harborage place recommendation device 有权
标题翻译：地下建筑设备
公开(公告)号：JP2014097732A
公开(公告)日：2014-05-29
申请号：JP2012250655
申请日：2012-11-14
申请人： Taisei Corp , 大成建設株式会社
发明人： ITO KAZUNORI , HAZUMI KANAKO , ODA YUKINOBU
IPC分类号： B63B49/00
摘要： PROBLEM TO BE SOLVED: To provide a harborage place recommendation device which can recommend suitable harborage places for multiple watercrafts.SOLUTION: A harborage place recommendation device 20 comprises: a climatic condition and marine condition forecast data acquisition unit 21 acquiring climatic condition and marine condition forecast data in a sea area including routes of multiple watercrafts 10; a watercraft position data acquisition unit 22 acquiring watercraft position data about a position of the watercraft; a memory unit 23 memorizing harborage place position data about a position of a harborage place that the watercraft can harborage; a recommended harborage place determination unit 24 determining a recommended harborage place to be recommended to the watercraft on the basis of the watercraft position data, climatic condition and marine condition forecast data and the harborage place position data; and a recommended harborage place notifying unit 25 notifying the watercraft of the determined recommended harborage place.
摘要翻译：要解决的问题：提供可以为多个船舶建议合适的港口位置的港口推荐装置。解决方案：港口建设装置20包括：气候条件和海洋状况预报数据获取单元21获取气候条件和海洋状况预报包括多个船舶航道10在内的海域数据; 船舶位置数据获取单元22获取关于船舶位置的船舶位置数据; 存储单元23，记录关于船舶可以容纳的港口位置的仓位位置数据; 建议的港口位置确定单元24根据船舶位置数据，气候条件和海洋状况预报数据以及港口位置数据确定推荐给船舶的推荐港口地点; 以及建议的港口通知单元25通知船舶确定的推荐港口地点。

7. 发明专利

JP2012172357A Sand capping device and sand capping method 有权
标题翻译： SAND CAPPING DEVICE和SAND CAPPING方法
公开(公告)号：JP2012172357A
公开(公告)日：2012-09-10
申请号：JP2011034182
申请日：2011-02-21
申请人： Taisei Corp , 大成建設株式会社
发明人： ODA YUKINOBU , YOKOTA KANAKO
IPC分类号： E02D15/10
摘要： PROBLEM TO BE SOLVED: To provide a device and a method which can form a sand capping layer uniformly.SOLUTION: There is provided a sand capping device for capping a water bottom with sand. The sand capping device comprises a supply device for sand capping material, a discharge device arranged facing a water bottom surface, a sand supply pipe connecting the supply device and discharge device to each other, and a water suction line connecting the discharge device and supply device to each other. A discharge opening for slurry prepared by mixing a sand capping material with water is provided on a water bottom surface side of the discharge device. A guide plate which guides the flow direction of the slurry is provided nearby a sand supply opening connecting the sand supply pipe and discharge device to each other. Water in a conduit line is circulated and the slurry is discharged toward the water bottom from the discharge opening.
摘要翻译：要解决的问题：提供能够均匀形成覆盖层的装置和方法。
解决方案：提供了一种用砂覆盖水底的砂封装置。砂封装置包括用于砂封材料的供给装置，面向水底面的排出装置，将供给装置和排出装置彼此连接的供砂管，以及连接排出装置和供给装置的吸水管对彼此。在排放装置的水底表面侧设置有通过将覆盖沙子的材料与水混合而制备的浆料的排出口。引导浆料的流动方向的引导板设置在连接砂供给管和排出装置的砂供给口附近。导管中的水循环，泥浆从排出口向水底排出。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2011122375A Rising structure of tide preventive plate 有权
标题翻译：潮汐板的上升结构
公开(公告)号：JP2011122375A
公开(公告)日：2011-06-23
申请号：JP2009281637
申请日：2009-12-11
申请人： Taisei Corp , 大成建設株式会社
发明人： ODA YUKINOBU
IPC分类号： E02B7/50
摘要： PROBLEM TO BE SOLVED: To provide a rising structure of a tide preventive plate that can automatically exhibit a tide preventing function only in flood due to a storm surge, a tidal wave, torrential rain or other water level rises without an excessive construction cost.
SOLUTION: The rising structure of the tide preventive plate is constituted by providing a float on one end side of the tide preventive plate, and a weight on the other end side, providing the lower face of the tide preventive plate with an arm in a position where moment of force is substantially balanced in a stationary state, journaling the tide preventive plate rotatably by the open end of the arm, providing, below the tide preventive plate, a first recess allowing the inflow of water inside while enclosing the float, and a second recess interrupting the rotation of the tide preventive plate in a predetermined position, and allowing the float to float when the first recess is flooded, to decenter the center of gravity of the tide preventive plate to the weight side, thereby causing the tide preventive plate to rotate and rise itself.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供防潮板的上升结构，其仅在由于风暴潮引起的洪水中才能自动展现防潮功能，潮汐，暴雨或其他水位上升而没有过度的施工成本。解决方案：防潮板的上升结构是通过在防潮板的一端侧设置浮子，在另一端侧设置重物构成，防潮板的下表面具有臂在静止状态下的力矩基本上平衡的位置中，防潮板可旋转地由臂的开口端延伸，在防潮板下方设有第一凹槽，允许内部流入水，同时封闭浮子以及将防潮板的旋转中断预定位置的第二凹部，并且当第一凹部被淹水时允许浮子浮起，以将防潮板的重心分解到重量侧，从而使防潮板旋转自升。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2014161835A Structure of sump 有权
标题翻译： SUMP的结构
公开(公告)号：JP2014161835A
公开(公告)日：2014-09-08
申请号：JP2013037564
申请日：2013-02-27
申请人： Taisei Corp , 大成建設株式会社
发明人： ONO TAKESHI , KAWAMATA MUTSUMI , OWAKI EIJI , KATAKURA TOKUO , HONDA TAKAHIDE , ODA YUKINOBU , FUJIWARA YASUSHI
IPC分类号： B01D21/26 , B01D21/02 , B01D21/24 , E02D19/00 , E02D19/06 , E02D31/02
摘要： PROBLEM TO BE SOLVED: To provide a structure of a sump capable of efficiently precipitating earth and sand in slurry, resulting in no damage to a submerged pump.SOLUTION: A structure of a sump comprises: an outer cylinder arranged outside; and a spiral water channel arranged inside the outer cylinder. The spiral water channel is constituted by continuous curve and straight lines in a plan view, and includes a spiral wall. The center of the spiral water channel is formed as a pump installation part for installing a submerged pump. An end of the spiral water channel has a cutout.
摘要翻译：要解决的问题：提供能够有效地沉淀泥浆中的泥沙的贮槽的结构，不会对浸没的泵造成损害。解决方案：贮槽的结构包括：外筒布置; 以及布置在外筒内的螺旋水通道。螺旋水通道由平面图中的连续曲线和直线构成，并且包括螺旋壁。螺旋水通道的中心形成为用于安装浸没泵的泵安装部件。螺旋水通道的一端具有切口。

10. 发明专利

JP2013238067A Structure of shallow sump 有权
标题翻译： SHOWOW SUMP的结构
公开(公告)号：JP2013238067A
公开(公告)日：2013-11-28
申请号：JP2012112469
申请日：2012-05-16
申请人： Taisei Corp , 大成建設株式会社
发明人： ONO TAKESHI , ASAI NOBUHIRO , HONDA TAKAHIDE , ODA YUKINOBU , FUJIWARA YASUSHI
IPC分类号： E02D19/10 , E21F16/00
摘要： PROBLEM TO BE SOLVED: To provide a shallow sump in which blades of a submersible pump 4 are unlikely to be damaged, by precipitating sediment in slurry.SOLUTION: A shallow sump comprises an outer cylinder 1 in the outside, a center cylinder 2 installed in the center, and a bottomed spiral water passage 3 installed inside of the outer cylinder 1. The spiral water passage 3 includes a spiral wall and an outer tube bottom plate 11 in a plane view. A height of a wall surface of the spiral water passage 3 is set higher than that of a wall surface of the outer cylinder 1.
摘要翻译：要解决的问题：提供一种浅水槽，其中潜水泵4的叶片不可能被破坏，通过沉淀浆料中的沉淀物。解决方案：浅水槽包括外筒1中的外筒1，安装在中心和安装在外筒1内的有底螺旋水通道3.螺旋水通道3包括平面图中的螺旋壁和外管底板11。螺旋水通道3的壁面的高度被设定为高于外筒1的壁面的高度。

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