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1. 发明专利

JP2004339752A Flood damage analysis system 有权
标题翻译： FLOOD损伤分析系统
公开(公告)号：JP2004339752A
公开(公告)日：2004-12-02
申请号：JP2003136209
申请日：2003-05-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： HIRASHIMA SHIGERU , HIRAYAMA YASUNORI , INAGAKI SATOSHI , ARIMA YUSUKE , MATSUO HAJIME , KUBOTA SATOSHI , TAKEDA MAKOTO
IPC分类号： E02B1/00 , E03F1/00
摘要： PROBLEM TO BE SOLVED: To provide a flood damage analysis system capable of performing flood damage analysis in consideration of a surface flow, a sewer line flow and a river flow.
SOLUTION: A computer 3 reads sewage data 15, river data 16, topography data 17 and weather data 21, a range aiming at analysis is set, and mesh data is made out. The computer 3 makes elevation data at a mesh unit. building occupancy ratio, attribute data, levee data and the sewage data are made out, and after those data has been checked, flood damage forecast analysis is performed on the basis of checked data, raining data and reservoir facility data. Then, the flood damage analysis is performed in consideration of water flowing out from a river to the ground surface and water flowing out to the ground surface from a manhole.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种考虑到地面流动，下水道流动和河流的洪水破坏分析的洪水破坏分析系统。
解决方案：计算机3读取污水数据15，河流数据16，地形数据17和气象数据21，设置针对分析的范围，并且制作网格数据。计算机3以网格单位制作高程数据。建立占用率，属性数据，堤坝数据和污水数据，并在检查数据后，根据检查数据，下雨数据和水库设施数据进行洪水破坏预报分析。然后，考虑到从河流流向地面的水和从人孔流出到地表的水进行洪水破坏分析。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JPH10152819A MADE LAND OF ARTIFICIAL SANDY BEACH OR DRY BEACH 失效
公开(公告)号：JPH10152819A
公开(公告)日：1998-06-09
申请号：JP31171496
申请日：1996-11-22
申请人： KAJIMA CORP
发明人： HIRAYAMA JUN , SAKUSE NOBUO , BANDO HIROZO , HIRASHIMA SHIGERU
IPC分类号： E02B3/00
摘要： PROBLEM TO BE SOLVED: To prevent the deterioration of the environment of a constructing water area by continuing a box-like structure in contact with a revetment front surface in parallel to the revetment, and filling sand in the box-like structure. SOLUTION: A shallow box-like structure 5 is continuously constructed on the sea-side vertical surface 1a of a revetment 1 in parallel in contact with it, and a filling material such as sand 3 is filled in the inner part. For example, the structure 5 is arranged in a repeatedly up-and-down staircase form as the whole. The structure 5 is protruded from a revetment 1 with the bottom plate part being separated from water bottom to save the using quantity of concrete and the sand 3. Further, the protruded structure 5 is supported by a strut raised from the water bottom to ensure the strength. Since the range protruded to the sea side is reduced, thus, an artificial sandy beach or dry beach can be constructed without significantly reducing the water area or channel, and the using quantity of sand can be reduced. Further, adhered living matters and fishes corresponding to the vertical wall can live, and either one of the structures can be present on the water level even when the sea level is changed.

3. 发明专利

JPH10147923A FISH BANK 失效
公开(公告)号：JPH10147923A
公开(公告)日：1998-06-02
申请号：JP30939796
申请日：1996-11-20
申请人： KAJIMA CORP
发明人： HIRAYAMA JUN , SAKUSE NOBUO , BANDO HIROZO , HIRASHIMA SHIGERU
IPC分类号： A01K61/00 , E02B3/08
摘要： PROBLEM TO BE SOLVED: To provide the inhabitation environment of aquatic life requiring no large-scale work by burying recessed moldings inhabitable for fishes on the face of slope, the toe of slope, and the top of slope of a revetment, and using the recesses as a fish bank. SOLUTION: This revetment is constructed with riprap mounds 1a, 1b in upper and lower stages, and tubular bodies 4 are buried on the face of slope of the riprap mound 1a on the lower stage and on the toe of slope of the riprap mound 1b on the upper stage as recessed moldings inhabitable for fishes to form an artificial fish bank. For the installation of the tubular bodies 4 on the face of slope of the revetment, the tubular bodies 4 are hoisted and arranged at the installation positions on the riprap mound 1 after the riprap mound 1 is executed to the height of the installation positions of the tubular bodies 4 in the stage of revetment creation, openings 4b are opened on the face of slope, toe of slope, and top of slope of the riprap mound 1, and the tubular bodies 4 are covered with ripraps and cover stones 2 to create the revetment. Stones with coarse surfaces are spread in the tubular bodies 4, and stones are arranged after the tubular bodies 4 are installed on the revetment.

4. 发明专利

JPS6210322A DIRECT APPROACHER OF OFFSHORE PLATFORM TO LANDING PIER 失效
公开(公告)号：JPS6210322A
公开(公告)日：1987-01-19
申请号：JP14707785
申请日：1985-07-04
申请人： KAJIMA CORP
发明人： YAMAMOTO HARUO , KIMURA TETSUO , HIRASHIMA SHIGERU , OOTA TAKAHIRO
IPC分类号： E02B17/02
摘要： PURPOSE:To permit direct approach to landing pier by a method in which vertically displacing pneumatic fenders are provided along the side wall of a platform casing and a mooring dolphin is provided in the sea near the casing on the fender setting side. CONSTITUTION:A platform casing 1 is provided near an oil well 4, and a guide is provided vertically along the wall an landing pier-approaching side of the casing 1. Pneumatic fenders 9 are then provided in a vertically displacing manner along the guide. Two mooring pots 7 are attached to the fender 9 side position of the casing 1 and two mooring dolphins 8 are laid in the sea on the mooring post 7 side. A tanker 10 is moored to the post 7 and the dolphin 8, and the casing 1 is allowed to approach through the fenders 9 to landing pier.

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