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11. 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

12. 发明专利

JP2007077588A Water area structure, and method of constructing water area structure 有权
标题翻译：水域结构和水域结构构造方法
公开(公告)号：JP2007077588A
公开(公告)日：2007-03-29
申请号：JP2005263321
申请日：2005-09-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IKETANI TAKESHI , NIIHARA YUJI , INAGAKI SATOSHI , KONDO HISAO , IWAMURA HIDEYO , SHINOHARA NOZOMI , TAKEUCHI SATOSHI , TAKAHASHI SHINOBU
IPC分类号： E02B3/06 , E02B3/12
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a water area structure which includes a steel pipe sheet pile well as a foundation, has imparted thereto characteristics of low uprush height, low overtopping wave amount, low reflection, etc. exhibits high quality, and can be constructed in a dry construction method, and to provide a method of constructing the same.
SOLUTION: According to the method of constructing the water area structure, a steel pipe sheet pile (front side) 3, a steel pipe sheet pile (rear side) 5, and steel pipe sheet piles (partition wall) 51 are driven into the ground 27, then they are jointed together, and a lower floor slab 9 (top slab concrete) is poured in the well to set timbering 53, followed by dewatering the interior of the well to dry up the same. Subsequently a wave dissipating structure (slit column bodies 11, breakwater walls 13, upper floor slabs 15, etc.) is constructed, and removal of the timbering 53, underwater cutting of the steel pipe sheet pile (front side) 3 are carried out, to thereby achieve foot protection. By carrying out the above steps, the water area structure 1 is constructed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种以钢管桩桩为基础的水面结构，赋予了低起升高度，低俯仰波量，低反射等特点，表现出高质量，可以以干式施工方法构造，并提供构造该方法的方法。解决方案：根据构造水域结构的方法，驱动钢管桩桩（前侧）3，钢管桩桩（后侧）5和钢管桩桩（隔墙）51 然后将它们接合在一起，并将较低层的板坯9（顶板混凝土）倒入井中以设置木材53，然后使井的内部脱水以使其干燥。随后，构成波浪散布结构（狭缝柱体11，防波堤壁13，上层板15等），并进行木管53的移除，钢管桩桩（前侧）3的水下切割，从而实现足部保护。通过进行上述步骤，构成了水面结构1。版权所有（C）2007，JPO＆INPIT

13. 发明专利

JP2003239253A ARTIFICIAL TIDELAND 审中-公开
公开(公告)号：JP2003239253A
公开(公告)日：2003-08-27
申请号：JP2002033710
申请日：2002-02-12
申请人： TAISEI CORP , KAJIMA CORP
发明人： OTANI HIDEO , ITO KAZUNORI , SHINPO HIROMI , INAGAKI SATOSHI
IPC分类号： E02B3/06 , E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide an artificial tideland capable of easily keeping the inner part of the tideland in a wet state even in case of an ebb tide and obtaining a wet environment close to the natural tidelant. SOLUTION: The artificial tideland divides a boundary between the offing 3 and the artificial tideland by the shore (revetment 2) in case of the ebb tide, the width of thereof becomes narrow toward the inner part in the direction of the offing, and it is equipped with a wave guide channel 11 enabling the waves go across the inner part of the artificial tideland by making the waves in the offing 3 go upstream from the shore (revetment 2). COPYRIGHT: (C)2003,JPO

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