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1. 发明专利

JP2015004177A 既設防波堤の補強構造、既設防波堤の補強方法、補強体有权
标题翻译：现有破碎水加固结构，现有破水加固方法及加固体
公开(公告)号：JP2015004177A
公开(公告)日：2015-01-08
申请号：JP2013128730
申请日：2013-06-19
申请人：鹿島建設株式会社 , Kajima Corp , 日本海上工事株式会社 , Nippon Kaijo Koji Kk
发明人： AKIYAMA YOSHINOBU , YAMANOBE SHINICHI , IWAMAE NOBUYUKI , IKETANI TAKESHI , NAGATOMI MASASHI , TAZAKI KUNIO , KISHIDA TETSUYA
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要：【課題】簡易かつ施工も容易で補強効果も高い既設防波堤の補強構造等を提供する。【解決手段】マウンド2上にケーソン11を並べて構築した防波堤1において、ブロック体31の底面に摩擦増大マット32を設けてなる補強体3を、防波堤長手方向のケーソン11の両端部において、防波堤1の陸側と外洋側のマウンド2上に隣接させて設置する。これにより、陸へ向かう波と外洋へ向かう波による防波堤1の滑動や転倒に対する抵抗力を増大させるとともに、防波堤1を越流する波によるマウンド2の洗掘も防止する。【選択図】図3
摘要翻译：要解决的问题：提供现有防波堤的简单加固结构，便于施工，并具有较高的加固效果。解决方案：通过将沉箱11并排放置在墩2上构建防波堤1。加固体3，每个其通过在块体31的底面下方设置有摩擦增加垫32而形成在安装在堤坝2上的堤坝2的相邻的防波堤的纵向方向上的两侧端部，防波堤1的海洋一侧，由此，由波浪向陆地和海洋引起的防波堤1的滑动和推翻的阻力增加，并且防止了通过波浪溢出防波堤1的墩2的冲刷。

2. 发明专利

JP2009013743A Concrete protective column structure and protective column structure 有权
标题翻译：混凝土保护柱结构和保护柱结构
公开(公告)号：JP2009013743A
公开(公告)日：2009-01-22
申请号：JP2007179812
申请日：2007-07-09
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SOGABE NAOKI , YAMANOBE SHINICHI , IKETANI TAKESHI , INAGAKI SATOSHI
IPC分类号： E02B3/04 , E02B3/20
CPC分类号： Y02A30/336
摘要： PROBLEM TO BE SOLVED: To provide a concrete protective column for protecting a coastal structure against driftage such as a ship, which does not damage the driftage since it is flexible and high in deformability, is not collapsed, can effectively arrest various sizes of driftage while suppressing damage thereto, and can be constructed with high construction efficiency by a considerably simple structure.
SOLUTION: D-hollow precast PC columns 1 in which a high performance fiber-reinforced concrete such as a UFC and an unbonded PC steel members are used are arranged on the sea side foundation B of the coastal structure A in one or more rows at predetermined intervals along the coastal structure A. A D-curved part is installed to face the sea side. The driftage is thereby arrested by the PC columns 1 with small bending rigidity-bending strength and large deformability without damaging the driftage and collapsing the protective columns.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于保护沿海结构免受诸如船舶等漂流的混凝土保护柱，因为它是柔性的并且变形能力高，不会损坏流动，因此不会塌陷，可以有效地阻止各种尺寸同时抑制其损伤，并且可以通过相当简单的结构以高建筑效率构造。解决方案：使用诸如UFC和未粘合的PC钢构件的高性能纤维增强混凝土的D型空心预制PC柱1设置在沿海结构A的一个或多个的海侧基础B上沿着沿海结构A以预定间隔排列。D形弯曲部分安装成面向海侧。因此，由于PC柱1的弯曲刚度弯曲强度小，变形能力大而不损坏流动性并使保护柱塌陷，因此停滞着。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2008231768A Earthquake-tidal wave countermeasure structure of structural body 有权
标题翻译：结构体的地震波量测结构
公开(公告)号：JP2008231768A
公开(公告)日：2008-10-02
申请号：JP2007072590
申请日：2007-03-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： INAGAKI SATOSHI , IKETANI TAKESHI , NAGATOMI MASASHI , TAKEUCHI SATOSHI , HATA TERUMICHI , YAMANOBE SHINICHI , AMANO KEIICHIRO , FUKUYAMA TAKAKO
IPC分类号： E02D27/38
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-tidal wave countermeasure structure of a structural body, capable of preventing liquefaction of the ground of the structural body by an earthquake and a tidal wave, a collision with the other structural body of the structural body, a collision with the structural body of a drift object, and sloshing of liquid in the structural body.
SOLUTION: A plurality of sheet piles 5 and steel pipe sheet piles are driven in the ground 2 around a tank 3, and an end part of the steel pipe sheet piles is exposed on the ground. In an earthquake, the sheet piles 5 and the steel pipe sheet piles prevent the liquefaction of the ground. Since rigidity of the steel pipe sheet piles is larger than a steel sheet pile, vibration of a natural period of vibration of liquid in the tank 3 is reduced, and the sloshing of the liquid can be relieved. Even when the tank 3 drifts by the tidal wave, the tank contacts with a part exposed on the ground of the steel pipe sheet piles, and the movement of the tank 3 is checked. Even if the drift object flows in, since the drift object collides with the part exposed on the ground of the steel pipe sheet piles, the drift object can be prevented from colliding with the tank 3.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供结构体的抗潮波对策结构，能够防止由于地震和潮汐而使结构体的地面液化，与其他结构体的碰撞结构体，与漂移物体的结构体的碰撞，以及液体在结构体中晃动。解决方案：多个板桩5和钢管板桩在地面2中围绕罐3被驱动，并且钢管板桩的端部暴露在地面上。在地震中，板桩5和钢管桩桩防止地面液化。由于钢管板桩的刚性大于钢板桩，因此罐3内的液体的自然振动周期的振动减轻，液体的晃动可以减轻。即使水箱3由于潮汐波动，油箱与暴露在钢管板桩的地面上的部分接触，也检查油箱3的移动。即使漂移对象流入，由于漂移物体与暴露在钢管桩桩的地面上的部分碰撞，因此可以防止漂移物体与罐体3碰撞。版权所有（C）2009， JPO＆INPIT

4. 发明专利

JP2007092772A Pipe line and construction method for pipe line 审中-公开
标题翻译：管道管线及施工方法
公开(公告)号：JP2007092772A
公开(公告)日：2007-04-12
申请号：JP2005279307
申请日：2005-09-27
申请人： Dainippon Plastics Co Ltd , Kajima Corp , 大日本プラスチックス株式会社 , 鹿島建設株式会社
发明人： IKETANI TAKESHI , ASAKURA RYOSUKE , TSUBAKI HARUHIKO , OGAMI TAKAMASA , SHIBAO YUICHI
IPC分类号： F16L1/12 , F16L1/20 , F16L1/225 , F16L1/26
摘要： PROBLEM TO BE SOLVED: To provide a pipe line having excellent work efficiency and durability even when the pipe line is installed on the bottom of the water. SOLUTION: The pipe line 1 has a structure formed by jointing pipe bodies 3a, 3b, 3c, 3d, 3e, 3f, 3g, 3h, 3i, 3j, and the pipe bodies 3e, 3f, 3g are installed on the bottom of the water. The pipe body 3a is provided on a barge type platform 5a in parallel with the water surface, and the pipe body 3j is provided on a barge type platform 5b in parallel with the water surface. Installation adjustment materials 11a, 13a, 15a are provided in the pipe bodies 3e, 3f, 3g. The pipe line 1 has the density approximately in the same level as that of water density, and comprises a flexible material. The installation adjustment materials 11a, 13a, 15a have the density lager than that of water, and comprise flexible materials. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：即使当管线安装在水的底部时，也提供具有优异的工作效率和耐久性的管线。解决方案：管线1具有通过连接管体3a，3b，3c，3d，3e，3f，3g，3h，3i，3j而形成的结构，管体3e，3f，3g安装在水底。管体3a设置在与水面平行的驳船式平台5a上，管体3j设置在与水面平行的驳船式平台5b上。在管体3e，3f，3g中设置有安装调整材料11a，13a，15a。管线1的密度大致与水密度相同，并且包括柔性材料。安装调整材料11a，13a，15a具有比水的密度大的密度，并且包括柔性材料。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2007071881A Method and apparatus for monitoring turbidity in water 有权
标题翻译：用于监测水中涡度的方法和装置
公开(公告)号：JP2007071881A
公开(公告)日：2007-03-22
申请号：JP2006283405
申请日：2006-10-18
申请人： Kajima Corp , 鹿島建設株式会社
发明人： INAGAKI SATOSHI , YAMAKI KATSUNORI , NAKAGOME KUNIYOSHI , AKIYAMA SHINGO , TANAKA MASAHIRO , IKETANI TAKESHI
IPC分类号： G01N29/02 , G01F1/66 , G01N29/00 , G01P5/00
摘要： PROBLEM TO BE SOLVED: To provide a method and an apparatus for monitoring turbidity in water, which measures the three-dimensional turbid distribution and the traffic volume of turbid particles for a short time, and can circumstantially control the turbid state caused arising in engineering works. SOLUTION: An ADCP 5 is disposed on a gunwale 7 of the observation ship 3, and a GPS 20, and a computer 19 are disposed on the observation ship 3. While the observation ship 3 is moved over the sea, horizontal positional information of the observation ship 3 is acquired by using the GPS 20, and simultaneously, an ultrasonic beam 11 is projected from the ADCP 5 toward the bottom 17 of the sea. Then, flow rates 21 of respective water depths, which are obtained from Doppler shifts of reflection waves 14 reflected by minute particles 15, suspended in respective layers along the vertical direction in the water 9, and reflection intensities of the reflection waves 14 for respective water depths, are acquired. Next, the three-dimensional turbid distribution is deduced from the positional information of the observation ship 3 and the reflection intensities of the reflected waves 14 by using the computer 19. Furthermore, the traffic volume of the turbid particles 15 is calculated from the flow rates 21 and the estimated turbid distribution. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于监测水中浊度的方法和装置，其在短时间内测量浑浊颗粒的三维混浊分布和交通量，并且可以环境地控制引起的浑浊状态在工程中。解决方案：在观察船3的枪口7上设置有ADCP5，并且在观察船3上设置有GPS 20和计算机19.当观察船3在海上移动时，水平位置通过使用GPS 20获取观察船3的信息，同时，从ADCP 5朝向海底17突出超声波束11。然后，从在水9中垂直方向悬挂在各层中的由微小颗粒15反射的反射波14的多普勒偏移获得的各个水深的流量21和各个水的反射波14的反射强度深度，被收购。接下来，通过使用计算机19从观察船3的位置信息和反射波14的反射强度推导出三维混浊分布。而且，混浊粒子15的通行量由流量 21和估计的混浊分布。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2004301616A Filling detection sensor and filling detection method 有权
标题翻译：填充检测传感器和填充检测方法
公开(公告)号：JP2004301616A
公开(公告)日：2004-10-28
申请号：JP2003094049
申请日：2003-03-31
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKAI GORO , YAMAGUCHI KENICHIRO , FUKUDA ATSUSHI , IKETANI TAKESHI
IPC分类号： G01F23/18
摘要： PROBLEM TO BE SOLVED: To surely detect a filled condition every time when concrete or the like touches a sensor or dissociates, even if the concrete or the like repeats touching/dissociating actions.
SOLUTION: The sensor 1 composed of a differential pressure detection unit 23, pressure transmission pipes 19, pressure transmission materials 27, pressure sensing parts 37, an outer box 21, filling-in materials 29, etc., are put at a part where the detection of the concrete or the like is desired. When the concrete 7 is deposited in a mould, the sensing parts 37a, 37b in the sensor 1 sense pressures outside the sensor 1. The sensed pressures are transmitted via the transmission pipe 19a in which the transmission material 27a has been filled up and sealed, and the transmission pipe 19b in which the transmission material 27b has been filled up and sealed, to pressure sensing parts 41a and 41b. and the sensing unit 23 detects the differential pressure between the pressures by the two sensing parts 37. The detected differential pressure is recorded/displayed on a display unit, and on the basis of this the filled condition of the concrete 7 is determined.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：即使混凝土或类似物重复接触/解离动作，当混凝土等接触传感器或解离时，也可以确保检测填充状态。解决方案：将由差压检测单元23，压力传递管19，压力传递材料27，压力感测部件37，外部箱体21，填充材料29等组成的传感器1放置在需要检测混凝土等的部分。当混凝土7沉积在模具中时，传感器1中的感测部分37a，37b感测传感器1外部的压力。所感测的压力经由传输管道19a传输，其中传输材料27a已被填充和密封，和传输材料27b已经被填充和密封的传输管19b连接到压力传感部分41a和41b。感测单元23检测由两个检测部件37的压力之间的差压。检测到的差压被记录/显示在显示单元上，并且基于此，确定混凝土7的填充状态。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2013002049A Tide wall construction method 有权
标题翻译： TIDE WALL施工方法
公开(公告)号：JP2013002049A
公开(公告)日：2013-01-07
申请号：JP2011131259
申请日：2011-06-13
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IKETANI TAKESHI , NAGASHIMA SATOSHI , AKIYAMA YOSHINOBU , UEMATSU SHINICHIRO , KIDA HIROMITSU , FUKUDA MASARU , NISHIKAWA TAKESHI , SHOJI SHIGERU
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a tide wall construction method, which enables a short-period construction even when a ground is uneven, and can prevent scouring.SOLUTION: Scouring-prevention bodies 1 are piled up on a ground 9 which faces the sea 13. The scouring-prevention body 1 is a component consisting of a holding body 3 packed with a fill material 5 with a mouth at the top being closed. The inside of the holding body 3 is filled with the fill material 5, which can be, for example, crashed stones, preferably with large specific gravity. Part of the piled scouring-prevention bodies is pasted with unwoven fabric 15. The unwoven fabric 15 is pasted at least on the entire surface area of the part facing the sea 13. The entire area of the surface side of the unwoven fabric is sprayed with an impervious material 21 by a spray device 19. The impervious material 21 preferably has a designated strength after hardening, while having elasticity at the same time.
摘要翻译：要解决的问题：提供一种潮汐壁施工方法，其即使在地面不均匀的情况下也能够实现短期施工，并且可以防止冲刷。防水体1堆积在面向大海13的地面9上。防擦洗体1是由保持体3构成的部件，该保持体3填充有在顶部具有口部的填充材料5 被关闭保持体3的内部填充有填充材料5，填充材料5可以是例如优选地具有大比重的碎石。一部分堆积的防擦洗体用无纺布15粘贴。至少在面向海13的部分的整个表面区域上粘贴无纺织物15.无纺织物的表面侧的整个区域被喷涂通过喷射装置19是不透水材料21.不透水材料21优选在硬化后具有指定强度，同时具有弹性。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2010070025A Vertical rocking reduction structure for working vessel, and vertical rocking reduction method for working vessel 有权
标题翻译：用于工作船舶的垂直减速结构和用于工作船舶的垂直减小方法
公开(公告)号：JP2010070025A
公开(公告)日：2010-04-02
申请号：JP2008238867
申请日：2008-09-18
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IKETANI TAKESHI , INAGAKI SATOSHI , FUKUYAMA TAKAKO , MUKAIHARA KEN , HATA TERUMICHI , IKEZAKI MASAKATSU
IPC分类号： B63B35/44 , B63B35/34 , B66C13/06 , B66C23/52
摘要： PROBLEM TO BE SOLVED: To provide a vertical rocking reduction structure for a working vessel and a vertical rocking reduction method for a working vessel capable of stably and efficiently advancing on-marine work by the working vessel regardless of the state of a billow and outstandingly reducing construction cost. SOLUTION: A hung baggage 13 is hung down on a hanging part 11a of a wire 9a hung down from a jib 7 of a crane 5 installed on a hull 27 of the working vessel 3, and one end of a wire material 15 is connected to a hanging part 11b of a wire 9b. Further, a sinker 17 is installed on a water bottom 21 near a lower side of the hung baggage 13 and the other end of the wire material 15 is connected to the sinker 17. Further, predetermined tension is applied to a cable comprising the wire 9b and the wire material 15. Thereby, a displacement amount by rotation making a left/right direction of the hull 27 as an axis and a displacement by vertical movement become small. Further, a center of rotation making the left/right direction of the hull 27 as an axis becomes a front side of the hull 27 and a phase of rotation of the hull 27 and vertical movement of the hung baggage 13 is deviated. Therefore, rocking in a vertical direction at a position of the hung baggage 13 is reduced. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于工作容器的垂直摆动减速装置和用于能够稳定有效地推进工作船上的海上作业的工作船的垂直摆动减小方法，而不管摇摆的状态如何大大降低了施工成本。
解决方案：悬挂的行李13被挂在从安装在工作容器3的船体27上的起重机5的吊臂7上垂下的电线9a的悬挂部分11a上，并且电线材料15的一端连接到电线9b的悬挂部分11b。此外，沉降片17安装在靠近悬挂行李13的下侧的水底21上，线材15的另一端连接到沉降片17.此外，预定张力施加到包括线9b的电缆由此，通过使船体27的左右方向作为轴的旋转的位移量和通过垂直移动的位移变小。此外，使船体27的左右方向作为轴的旋转中心成为船体27的前侧，并且船体27的旋转相位和悬挂行李13的垂直运动偏离。因此，减少了在行李箱13的位置处的垂直方向的摆动。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2008190200A Precast retaining wall and construction method therefor 审中-公开
标题翻译：预制墙及其施工方法
公开(公告)号：JP2008190200A
公开(公告)日：2008-08-21
申请号：JP2007025188
申请日：2007-02-05
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGATOMI MASASHI , INAGAKI SATOSHI , IKETANI TAKESHI , HATA TERUMICHI , TAKEUCHI SATOSHI , AMANO KEIICHIRO
IPC分类号： E02B3/10
摘要： PROBLEM TO BE SOLVED: To provide a retaining wall which has a simple structure and can be increased in bulk.
SOLUTION: A precast retaining wall 1 is disposed on a bank 5, and is composed of minimum component units of a foundation precast panel 9 and a retaining wall precast panel 11 connected to the upper surface of the foundation precast panel 9. The precast retaining wall 1 also includes a bracing block 13 that is disposed to connect the foundation precast panel 9 to the retaining wall precast panel 11. A slot 17 is formed on the upper surface of the body 15 of the foundation precast panel 9, and a projection 27 is formed on an end face of the body 25 of the retaining wall precast panel 11. The projection 27 corresponds in shape to the slot 17 of the foundation precast panel 9. Hence the projection 27 of the retaining wall precast panel 11 is engaged with the slot 17 to construct the precast retaining wall 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供具有简单结构并可以大量增加的挡土墙。解决方案：预制挡土墙1设置在堤岸5上，由基础预制板9的最小部件单元和连接到地基预制板9的上表面的挡土墙预制板11组成。预制挡土墙1还包括支撑块13，其布置成将地基预制板9连接到挡土墙预制板11.在基座预制板9的主体15的上表面上形成有槽17，突起27形成在挡土墙预制板11的主体25的端面上。突起27的形状对应于基础预制板9的槽17。因此，挡土墙预制板11的突起27接合与槽17构造预制挡土墙1.版权所有（C）2008，JPO＆INPIT

10. 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

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