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11. 发明专利

JP2007308953A Weir structure 有权
标题翻译： WEIR STRUCTURE
公开(公告)号：JP2007308953A
公开(公告)日：2007-11-29
申请号：JP2006138590
申请日：2006-05-18
申请人： Kajima Corp , 鹿島建設株式会社
发明人： HATA TERUMICHI , IKETANI TAKESHI , INAGAKI SATOSHI
IPC分类号： E02B5/00
摘要： PROBLEM TO BE SOLVED: To provide a weir structure which can prevent the entry and deposition of particles in a channel when a backflow is generated due to an external factor.
SOLUTION: A special weir 7 is formed by setting, in the discharge channel 1: a partition wall 9 partitioning the width of the discharge channel 1 into two sections; facility-side weir boards 13 each having an inflow port 15 formed therein at a height higher than a water level of water 21 on a facility side 27; and sea-side weir boards 17 each having a discharge port 19 formed therein at a height lower than a water level of water 25 on a sea side 31, and arranged on the downstream side of each facility-side weir board 13 across a predetermined interval. The facility-side weir boards 13 and the sea-side weir boards 17 are arranged on both sides of the partition wall 9, and one side of each of the weir boards is fitted into a groove 5 formed in a side wall 3 while the other side is fitted into a groove 11 formed on the partition wall 9. In the special weir 7, the water 21 discharged from a facility toward the facility side 27 flows from the inflow ports 15 to fall into a gap between the facility-side weir boards 13 and the sea-side weir boards 17 as a channel 47, and bursts from the discharge ports 19 toward the sea side 31.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种堰结构，当由于外部因素产生回流时，可以防止颗粒在通道中的进入和沉积。解决方案：通过在排出通道1中设置将排放通道1的宽度分成两部分的分隔壁9来形成特殊的堰7; 设置侧堰板13各自具有在设置侧27处高于水21的高度的高度形成的流入口15; 和海侧堰板17，其各自具有在比海侧31低的水位25的高度形成的排出口19，并且以规定间隔配置在各设备侧堰板13的下游侧。设置侧堰板13和海边堰板17设置在隔壁9的两侧，每个堰板的一侧装配在形成在侧壁3中的槽5中，而另一侧侧面装配在形成在分隔壁9上的槽11中。在特殊堰7中，从设施排出的设备侧27的水21从流入口15流入设置侧堰板之间的间隙 13和海边堰板17作为通道47，并从排放口19朝向海侧31爆裂。版权所有（C）2008，JPO＆INPIT

12. 发明专利

JP2007239234A Tidal wave countermeasure structure 有权
标题翻译： TIDAL WAVE COUNTER MEASURE结构
公开(公告)号：JP2007239234A
公开(公告)日：2007-09-20
申请号：JP2006060397
申请日：2006-03-07
申请人： Kajima Corp , 鹿島建設株式会社
发明人： AKIYAMA SHINGO , IKETANI TAKESHI , KONDO HISAO , IWAMURA HIDEYO , TAKEUCHI SATOSHI , SHINOHARA NOZOMI , NAGATOMI MASASHI , SAITO ISAO , ASAKURA RYOSUKE
IPC分类号： E02B3/04 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a small-scale tidal wave countermeasure structure to be quickly operated when tidal waves come.
SOLUTION: Bridge piers 5a, 5b of a bridge 3 have grooved portions 7a, 7b in the vertical direction. In the grooved portions, columnar bodies 9a, 11a are provided movably toward A1, A2. Columnar bodies 13a, 13b, 13c, 13d, 13e are provided between the columnar body 9a and the columnar body 11a. Connection plates 15a, 15b are inserted through the columnar bodies 13a, 13b, 13c, 13d, 13e. The connection plates 15a, 15b are connected at both ends to the columnar bodies 9a, 11a. When tidal waves come, the columnar bodies 9a, 11a are moved toward A1 and then the connection plates 15a, 15b are moved toward A1 together with the columnar bodies 9a, 11a and settled under a water level. The columnar bodies 13a, 13b, 13c, 13d, 13e which are constrained by the connection plates 15a, 15b are moved toward A1 and settled under a water level.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供小潮潮波对策结构，以便在潮汐来临时迅速运作。桥梁3的桥墩5a，5b沿垂直方向具有开槽部分7a，7b。在凹槽部分中，圆柱体9a，11a可朝向A1，A2可移动地设置。柱状体13a，13b，13c，13d，13e设置在柱状体9a和柱状体11a之间。连接板15a，15b穿过柱状体13a，13b，13c，13d，13e插入。连接板15a，15b的两端连接到柱状体9a，11a。当潮波到来时，柱状体9a，11a向A1移动，然后连接板15a，15b与柱状体9a，11a一起向A1移动，并在水位下沉降。由连接板15a，15b约束的柱状体13a，13b，13c，13d，13e向A1移动并在水位下沉降。版权所有（C）2007，JPO＆INPIT

13. 发明专利

JP2015045159A 陸地化用海中構造物有权
标题翻译：土地形成海底结构
公开(公告)号：JP2015045159A
公开(公告)日：2015-03-12
申请号：JP2013176297
申请日：2013-08-28
申请人：鹿島建設株式会社 , Kajima Corp
发明人： YAMAKI KATSUNORI , AKIYAMA YOSHINOBU , IWAMURA HIDEYO , TANAKA MASAHIRO , IKETANI TAKESHI
IPC分类号： E02B3/02 , E02B3/06
CPC分类号： Y02A10/15
摘要：【課題】自然の波や流れの作用によりサンゴ砂礫や有孔虫を自然に集積させることで、海原に島を自然形成させることができる。【解決手段】海底から立ち上がる環状堤体構造物1で、海水不透過部2と海水透過部3により構成し、海水透過部3は傾斜堤であり、海水不透過部2はケーソンにより形成し、少なくとも海側は直立堤である。【選択図】図1
摘要翻译：要解决的问题：提供一种由于天然波浪和自然流动而自然地堆积珊瑚砾石和有孔虫的土地形成海底结构，从而在海上形成天然岛。解决方案：从海床上升的圆形堤堤结构1包括海水不渗透部分2和海水渗透部分3.海水渗透部分3是倾斜的堤体。海水不渗透部2由至少在海边的包括垂直堤体的沉箱构成。

14. 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

15. 发明专利

JP2007009498A Method of developing artificial tideland, and earth retaining submerged breakwater for developing tideland 有权
标题翻译：开发人造奶酪的方法，以及开发天津的地球保留潜水破碎水
公开(公告)号：JP2007009498A
公开(公告)日：2007-01-18
申请号：JP2005190762
申请日：2005-06-29
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TANAKA MASAHIRO , SHINPO HIROMI , IKETANI TAKESHI , RIN BUUN KEN , IKEZAKI MASAKATSU , NAGASHIMA SATOSHI , MASAOKA YUICHI , NISHIKAWA RIICHI
IPC分类号： E02B3/06 , E02B3/00 , E02B3/18
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a method of developing an artificial tideland which can be maintained over a long time, and to provide an earth retaining submerged breakwater for use in developing the reclaimed tideland.
SOLUTION: The method of developing the artificial tideland is carried out by constructing the earth retaining submerged breakwater 10 having a height about a low-water level LWL in the offing of a coast 1 along which the artificial tideland is developed, forming a breaker surface on an upper surface 11 of the earth retaining submerged breakwater 10 so as to decline from a coast side to an offshore side at an angle θ at which offshore waves 5 can be broken, placing tideland developing materials 20 at a location adjacent to a coast-side edge of the upper surface 11 of the earth retaining submerged breakwater 10, and allowing the developing materials 20 to be transported toward the coast with the help of broken waves 6 or a current, to thereby develop the tideland 21 between the earth retaining submerged breakwater 10 and the coast 1. Preferably an earth mounting area 16 having a height lower than that of the upper surface 11 of the earth retaining submerged breakwater 10 is formed on the coast side of the upper surface 11, and the developing materials 20 mounted on the earth mounting area 16 are transferred toward the coast with the help of the broken waves 6 or the current. In this case, preferably a depth of water of the earth mounting area 16 is set to less than 2 m. More preferably the angle θ at which waves at the upper surface 11 of the earth retaining submerged breakwater 10 can be broken, is set to 6 to 18 degrees, and a width W of the same in a coast-offing direction is set to 0.3 to 0.5 times a wavelength L of the offshore waves 5.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种长时间保持的人造水泥的开发方法，并且提供用于开发回收的海带的用于保留淹没的防波堤的土壤。解决方案：开发人造海带的方法是通过在海岸1的脱落处构造出具有低水位LWL的高度的保持淹没的防水堤10，人造海带被形成在其上，形成在地面保持浸没式防波堤10的上表面11上的断路器表面以从海岸侧向近海侧以与海上波浪5相邻的位置成角度θ的角度θ下降，接地保持浸没防波堤10的上表面11的海岸边缘，并且借助于破裂波6或电流允许显影材料20被输送到海岸，从而在地面保持之间形成海带21 淹没防波堤10和海岸1.优选地，具有低于接地保持浸没防波堤10的上表面11的高度的地面安装区域16形成在上表面11的海岸侧和安装在地面安装区域16上的显影材料20借助于破裂波6或电流而被转移到海岸。在这种情况下，优选将地面安装区域16的水的深度设定为小于2m。更优选地，保持淹没防波堤10的上表面11的波浪能够被破坏的角度θ被设定为6至18度，并且沿滑行方向的宽度W设定为0.3至离岸波5的波长L的0.5倍。版权所有（C）2007，JPO＆INPIT

16. 发明专利

JP2006083651A Wave dissipating structure and construction method of wave dissipating structure 有权
标题翻译：波浪消除结构的波浪结构和构造方法
公开(公告)号：JP2006083651A
公开(公告)日：2006-03-30
申请号：JP2004271499
申请日：2004-09-17
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NIIHARA YUJI , IKETANI TAKESHI , IWAMURA HIDEYO , AIKAWA KIYOMI , KATO KOJI , YAMANOBE SHINICHI , YOSHIDA KENTARO
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a wave dissipating structure improved in quality and stability and simplified in structure while maintaining wave dissipating performance.
SOLUTION: The upper part inside of a steel pipe 4 of a steel pipe sheet pile front face 3 is excavated, and an insertion pole 7 is inserted and installed in the excavated part (Figure b). The lower end part of the insertion pole 7 in the steel pipe 4 is filled with material such as mortar 7 hardened with the lapse of time, to join the lower end part of the insertion pole 7 and the steel pipe 4 by connection fixing (Figure c). Base concrete or the like is placed in a steel pipe sheet pile well to construct a dam body 9, and timbering 5 is removed (Figure d). The steel pipe 4 above the lower end part of the insertion pole 7 is cut underwater, and a cut portion 9 is removed to carry out foot protection (Figure e), thus constructing the wave dissipating structure (Figure f).
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供在保持波浪消散性能的同时提高质量和稳定性并简化结构的波浪消散结构。解决方案：挖掘钢管板桩前面3的钢管4的上部，并将插入杆7插入并安装在挖掘部分（图b）中。钢管4中的插入杆7的下端部填充有经过时间硬化的砂浆7等材料，通过连接固定（图3）将插入杆7的下端部与钢管4接合 C）。将基础混凝土等放置在钢管桩桩中以构成坝体9，并且除去木材5（图d）。插入杆7的下端部上方的钢管4在水下切割，切除部9进行脚部保护（图e），构成波浪耗散结构（图f）。版权所有（C）2006，JPO＆NCIPI

17. 发明专利

JP2006036248A Sloshing preventive structure 审中-公开
标题翻译：消除预防结构
公开(公告)号：JP2006036248A
公开(公告)日：2006-02-09
申请号：JP2004216906
申请日：2004-07-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IKETANI TAKESHI
IPC分类号： B65D88/34 , B65D90/02 , B65D90/22
摘要： PROBLEM TO BE SOLVED: To provide a sloshing preventive structure in which supporting members suppress the shaking of a floating roof and resistors damp the motion of a fluid.
SOLUTION: The sloshing preventive structure 5 comprises a pair of accordion mechanisms 29 which expand and contract vertically, horizontal members 25 which connect the accordion mechanisms 29 together, and the resistors 27 which are fixed to the horizontal members 25. A plurality of the sloshing preventive structures 5 are set along the side wall of a floating roof tank 19. The accordion mechanisms 29 are provided with a hydraulic damper 9 which controls the vertical expansion/contraction of the accordion mechanisms 29, and each resistor 27 is a tabular member having a hole 11. The upper end and the lower end of the accordion mechanisms 29 are connected to the floating roof 1 and the bottom board 3 of the floating roof tank 19, respectively. When an earthquake occurs, the sloshing preventive structure 5 works in such a way that the hydraulic damper 9 controls the expansion/contraction of the accordion mechanisms 29 to damp the shake of the floating roof 1 while the accordion mechanisms 29 and the resistors 27 damp the motion of a liquid 35 stored in the tank 19.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供防震结构，其中支撑构件抑制浮动屋顶的振动，并且电阻器阻碍流体的运动。解决方案：防晃结构5包括一对纵向伸展和收缩的手风琴机构29，将手风琴机构29连接在一起的水平构件25和固定到水平构件25的电阻器27.多个摆动防止结构5沿着浮动屋顶箱19的侧壁设置。手风琴机构29设置有液压阻尼器9，其控制手风琴机构29的垂直膨胀/收缩，并且每个电阻器27是平板状构件具有孔11.手风琴机构29的上端和下端分别连接到浮顶1和浮顶箱19的底板3。当发生地震时，防震结构5起作用，使得液压阻尼器9控制手风琴机构29的伸缩，以减轻浮动屋顶1的振动，同时手风琴机构29和电阻27阻尼存储在罐19中的液体35的运动。版权所有（C）2006，JPO＆NCIPI

18. 发明专利

JP2004124380A Water intake structure and construction method thereof 有权
公开(公告)号：JP2004124380A
公开(公告)日：2004-04-22
申请号：JP2002285909
申请日：2002-09-30
申请人： Kajima Corp , 鹿島建設株式会社
发明人： AKIYAMA YOSHINOBU , KOMURO SATORU , IKETANI TAKESHI , IWASE KOJI
IPC分类号： E03B3/00 , C02F1/00
摘要： PROBLEM TO BE SOLVED: To provide a water intake structure and a construction method of the structure capable of being constructed in a short time of period and economically carrying out maintenance in a short time to prevent a holed pipe from being choked. SOLUTION: The water bottom 5 is excavated and a box 7 that is a precast member is immersed. A holed pipe 9 piercing the side face 4a of the box 7 is installed. The holed pipe 9 has holes 13 in the pipe 11 disposed in the box 7. A filtering material 15 is set in the box 7. An infilling material 23 is charged in a net bag 21 to get the filtering material 15. The farther the infilling material 23 is arranged from the holed pipe 9, the larger it becomes in its granule. COPYRIGHT: (C)2004,JPO

19. 发明专利

JP2011231524A Cofferdam construction method and cofferdam structure 有权
标题翻译： COFFERDAM建筑方法和咖啡结构
公开(公告)号：JP2011231524A
公开(公告)日：2011-11-17
申请号：JP2010102929
申请日：2010-04-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , MURAI KENJI , TAKADA ETSUHISA , KAGAMI YOSHIHIRO , IKETANI TAKESHI , FUKUYAMA TAKAKO , TAKEUCHI SATOSHI , TAGUCHI KATSUNORI
IPC分类号： E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide a cofferdam construction method etc. which allows an easy cofferdam construction for a water area.SOLUTION: A joint surface consisted of a side wall part 2 and a bottom part 4 opens a cofferdam structure 1 with an internal part at least partitioned into floating parts 100, 400, an inflowing part 200 and a pouring part 300. In a state where the side wall part 2 is made to float on water surface laterally, water is poured into the pouring part 300 and flows into the inflowing part 200 to set the bottom part 4 to down into the water, thus, putting the side wall part 2 to a state of longitudinally floating on the water. The side surface 3a of a dam body 3 of the cofferdam structure 1 is then positioned alongside the end face of joint surface formed from the bottom part 4 and side wall part 2. Thereafter, the space surrounded by the cofferdam structure 1 and the side face 3a of the dam body 3 is drained of water.
摘要翻译：要解决的问题：提供一种能够为水域容易围堰施工的围堰施工方法等。解决方案：由侧壁部分2和底部部分4组成的接合表面打开隔离墙结构1，其中内部部分至少分成浮动部分100,400，流入部分200和倾倒部分300。使侧壁部2横向在水面上浮动的状态，将水倒入倾倒部300中并流入流入部200，将底部4向下设置到水中，由此将侧壁第2部分是纵向漂浮在水面上的状态。然后，围堰结构体1的坝体3的侧面3a位于从底部4和侧壁部2形成的接合面的端面旁边。之后，由围堰结构1和侧面坝体3的3a被排出水。版权所有（C）2012，JPO＆INPIT

20. 发明专利

JP2011220058A Construction method for marine structure 有权
标题翻译：海洋结构施工方法
公开(公告)号：JP2011220058A
公开(公告)日：2011-11-04
申请号：JP2010092763
申请日：2010-04-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , MURAI KENJI , TAKEUCHI SATOSHI , IKEGAWA SHINYA , IKETANI TAKESHI , ICHINOMIYA TOSHIMICHI , YANAI SHUJI , KONO TETSUYA
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a marine structure capable of improving productivity and workability.SOLUTION: A construction method for a pier 1 includes: an arrangement step in which a plurality of permanent forms 13 are arranged in the area excluding a beam forming area R on a base plate 11 of a precast panel 10; and an installation step in which concrete is placed on the beam forming area R that appears between the plurality of permanent forms 13 arranged on the base plate 11 and on the plurality of permanent forms 13 themselves, which comprises a beam 6 and a slab 7 joined to a plurality of pile heads 2a. In this way, a superstructure 3 having the beam 6 and the slab 7 is formed by preparing the plurality of permanent forms 13 and the precast panel 10, by arranging the plurality of permanent forms 13 on the base plate 11 of the precast panel 10, and by placing concrete on the base plate 11, which prevents from making and assembling a burial mould in a complex shape and improves productivity and workability.
摘要翻译：要解决的问题：提供一种能够提高生产率和可加工性的海洋结构的施工方法。解决方案：墩1的施工方法包括：在预制板10的基板11上的除了梁形成区域R之外的区域中布置多个永久形式13的布置步骤; 以及安装步骤，其中将混凝土放置在出现在布置在基板11上的多个永久形式13和多个永久形式13本身之间的梁形成区域R上，其包括梁6和板7连接到多个桩头2a。以这种方式，通过准备多个永久形式13和预制板10来形成具有梁6和板坯7的上部结构3，通过将多个永久形式13布置在预制板10的基板11上，并且通过将混凝土置于基板11上，防止制造和组装复杂形状的埋地模，并提高生产率和可加工性。版权所有（C）2012，JPO＆INPIT

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