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1. 发明专利

JP2003171922A CONNECTING STRUCTURE OF COVERING MATERIAL, REVETMENT STRUCTURE AND REVETMENT CONSTRUCTION METHOD 审中-公开
公开(公告)号：JP2003171922A
公开(公告)日：2003-06-20
申请号：JP2001373090
申请日：2001-12-06
申请人： TETRA KK , KYOWA CO LTD , KAJIMA CORP
发明人： SHINOMURA YUKIHIRO , MASE SATOSHI , IKETANI TAKESHI , AKIYAMA YOSHINOBU , HANZAWA MINORU , KOYAMA HIROFUMI
IPC分类号： E02B3/14
摘要： PROBLEM TO BE SOLVED: To provide a connecting structure of a covering material, a revetment structure, and a revetment construction method capable of covering a revetment in a short construction period, and superior in stability after covering. SOLUTION: A covering material connecting body 13 is formed by connecting a plurality of standard covering materials 1 by a connecting member 9 via suspending rings 11a. The suspending rings 11a are hooked on automatic release hooks 29 arranged on the tip of suspending ropes 28 of a suspending tool 27 installed on a floating crane 25. The suspending ropes 28 are lowered, and the covering material connecting body 13 is sunk under a water surface 19. COPYRIGHT: (C)2003,JPO

2. 发明专利

JP2003171923A COVERING MATERIAL, METHOD OF MANUFACTURING COVERING MATERIAL, SCOUR PREVENTIVE STRUCTURE AND SCOUR PREVENTIVE CONSTRUCTION METHOD 审中-公开
公开(公告)号：JP2003171923A
公开(公告)日：2003-06-20
申请号：JP2001370034
申请日：2001-12-04
申请人： TETRA KK , KYOWA CO LTD , KAJIMA CORP
发明人： ISHIKAWA YOSHIICHI , MASE SATOSHI , IKETANI TAKESHI , AKIYAMA YOSHINOBU , TSUBUKI KAZUHIDE , KOYAMA HIROFUMI
IPC分类号： E02B3/14 , E02B3/12
摘要： PROBLEM TO BE SOLVED: To provide a scour preventive structure stable to waves, and executable in a short construction period, a scour preventive construction method, a covering material suitable for the structure, and a manufacturing method of the covering material. SOLUTION: The continuous cylindrical covering material 1 is constituted by packing an infilling material 5 in a net bag 3. The net bag 3 is constituted by joining a plurality of bags, and is formed in an almost continuous cylindrical shape. Thus, the infilling material 5 moves little, and the continuous cylindrical covering material 1 is stable to the waves. Respective cylinders are joined by a sewing-up line 7 along a side surface, and have flexibility. The continuous cylindrical covering material 1 has a connecting part 11 parallel to the sewing-up line 7 on the side surface. A continuous cylindrical covering material connecting body 10 having the optional length can be formed by connecting a plurality of covering materials. The continuous cylindrical covering material connecting body 10 is suspended, and is arranged in a prescribed position to enable execution work for covering a wide range at a high speed. COPYRIGHT: (C)2003,JPO

3. 发明专利

JP2003171918A BACK-FILL STRUCTURE AND BACK-FILL CONSTRUCTION METHOD 审中-公开
公开(公告)号：JP2003171918A
公开(公告)日：2003-06-20
申请号：JP2001370015
申请日：2001-12-04
申请人： TETRA KK , KYOWA CO LTD , KAJIMA CORP
发明人： ISHIKAWA YOSHIICHI , MASE SATOSHI , IKETANI TAKESHI , AKIYAMA YOSHINOBU , TSUBUKI KAZUHIDE , KOYAMA HIROFUMI
IPC分类号： E02B3/06 , E02B3/08
摘要： PROBLEM TO BE SOLVED: To provide a back-fill structure and a back-fill construction method achieving reduction of an earth pressure, having a screen effect and capable of shortening a construction period. SOLUTION: A back-fill is composed by stacking a multiplicity of bag filled covering materials 1 in layers in a back face of a caisson 23. In the bag filled covering material 1, filling materials 5 are filled in a fiber made net bag 3, and the earth pressure acting on the caisson 23 can be extensively reduced. By selecting a proper particle size for the filling materials 5, the bag filled covering materials 1 can function as a filter. A plurality of the bag filled covering materials 1 are suspended from a suspending jig 31 and they are collectively installed in a predetermined position. Since there is no need for fine accuracy control such as leveling of a substrate or combination in installation, the construction period can be shortened. COPYRIGHT: (C)2003,JPO

4. 发明专利

JP2003129444A BAG MATERIAL FOR CIVIL ENGINEERING WITH OCEAN WAVE RESISTANCE HAVING MIDDLE BINDER AND MANUFACTURING METHOD OF BAG BODY FOR CIVIL ENGINEERING WITH OCEAN RESISTANCE USING THE SAME 审中-公开
公开(公告)号：JP2003129444A
公开(公告)日：2003-05-08
申请号：JP2001326232
申请日：2001-10-24
申请人： KYOWA CO LTD , KAJIMA CORP , TETRA KK
发明人： SHINOMURA YUKIHIRO , SAKAI TADAKATSU , IKETANI TAKESHI , IWASE KOJI , HANZAWA MINORU , KOYAMA HIROFUMI
IPC分类号： E02B3/08 , B31B50/68 , B65D30/04 , B31B1/68
摘要： PROBLEM TO BE SOLVED: To provide a bag material for civil engineering which prevents a filler from moving by a water flow and ocean waves and in which shear deformation is not generated, and a bag body using the same. SOLUTION: The bag material for civil engineering with ocean wave resistance is characterized in that the bag material is formed by a net woven of a synthetic fiber and used by filling the filler, and a middle binder, which is connected to a bag material part, drawn out to the outside from a mouth part that is a closed opening of the bag material, and connects a bottom part and the mouth part, is provided, the bag material is constituted by using a net assembly drawn up by bundling nets of the bottom part as the middle binder, and the manufacturing method of the bag body in which the fillers are filled in these bag materials.

5. 发明专利

JP2003129443A BAG MATERIAL FOR CIVIL ENGINEERING WITH OCEAN WAVE RESISTANCE HAVING MIDDLE PARTITION 审中-公开
公开(公告)号：JP2003129443A
公开(公告)日：2003-05-08
申请号：JP2001326225
申请日：2001-10-24
申请人： KYOWA CO LTD , KAJIMA CORP , TETRA KK
发明人： SHINOMURA YUKIHIRO , SAKAI TADAKATSU , IKETANI TAKESHI , IWASE KOJI , HANZAWA MINORU , KOYAMA HIROFUMI
IPC分类号： E02B3/08 , B65D30/22
摘要： PROBLEM TO BE SOLVED: To provide a bag material for civil engineering which prevents a filler from moving by a water flow and ocean waves, and in which shear deformation is not generated. SOLUTION: The bag material is used by filling the filler woven of a synthetic fiber and the bag material for civil engineering with ocean wave resistance is characterized in that middle partitions are arranged inside the bag material.

6. 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

7. 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

8. 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

9. 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

10. 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

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