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1. 发明专利

JP2014148874A Flap gate-type breakwater 有权
标题翻译： FLAP闸门式破水器
公开(公告)号：JP2014148874A
公开(公告)日：2014-08-21
申请号：JP2013019522
申请日：2013-02-04
申请人： Hitachi Zosen Corp , 日立造船株式会社 , Toyo Constr Co Ltd , 東洋建設株式会社 , Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： KIMURA YUICHIRO , NAKAHO KYOICHI , MORI TOSHIAKI , ITAGAKI NOBORU , YAMAKAWA ZENTO , MAEDA RYOICHI , SASAKI HIROKI
IPC分类号： E02B7/40
CPC分类号： E02B3/06 , E02B7/44 , E02B7/50 , Y02A10/15
摘要： PROBLEM TO BE SOLVED: To duplex an air supply configuration without requiring a spare air supply device.SOLUTION: In a flap gate-type breakwater, a door body 11 consisting of door body blocks 12a-14a, 12b-14b arranged in parallel in the width direction of a channel is erected by buoyancy by an air supply to air chambers 12aa-14aa, 12ba-14ba formed in the door body blocks 12a-14a, 12b-14b, respectively. Air supply devices 20a, 20b arranged inside machine rooms 19a, 19b provided on a right bank and a left bank of the channel, respectively, and supplying air to the air chambers 12aa-14aa, 12ba-14ba via air supplying pipings 16a-18a, 16b-18b passing in a box body 15 are mutually connected inside the box body 15 by a pressure accumulation piping 23, and on-off valves 24a, 24b are provided on respective sides of the air supply devices 20a, 20b of the pressure accumulation piping 23. Thus, an air supply configuration supplements the function of one air supply device by the other air supply device even when a malfunction occurs in the one air supply device, and can be duplexed without requiring a spare air supply device.
摘要翻译：要解决的问题：在不需要备用空气供应装置的情况下双面供气构造。解决方案：在挡板式防波堤中，门体11由门体块12a-14a，12b-14b组成，门体组件通过浮力将通道的宽度方向通过分别形成在门体块12a-14a，12b-14b中的气室12aa-14aa，12ba-14ba的空气供给竖立。分别设置在通道的右岸和左岸的机房19a，19b内的空气供应装置20a，20b，并且经由供气管16a-18a向空气室12aa-14aa，12ba-14ba供应空气，通过箱体15的16b-18b通过蓄压管23相互连接在箱体15的内部，开闭阀24a，24b设置在压力积存管道的供气装置20a，20b的两侧因此，即使在一个空气供给装置发生故障的情况下，空气供给构造补充另一个供气装置的一个空气供给装置的功能，并且可以在不需要备用供气装置的情况下进行双面打印。

2. 发明专利

JP2012184623A System and method for managing pile driving construction using leader 有权
标题翻译：使用领导者管理桩驱动结构的系统和方法
公开(公告)号：JP2012184623A
公开(公告)日：2012-09-27
申请号：JP2011049784
申请日：2011-03-08
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： MIYAZAKI TOSHIHIRO , UENO KAZUHIKO , SASAKI HIROKI
IPC分类号： E02D13/06 , E02D13/04
摘要： PROBLEM TO BE SOLVED: To provide a construction management system and method in which a driving precision of a pile can be improved by settling a pile head center position or the like required to the pile within predetermined allowable values after a leader is removed in a pile driving construction using the leader.SOLUTION: A pile driving construction management system 10 is a construction management system in pile driving using a leader and comprises gauges 7a-7d and 8a-8d each for measuring a load in a leader member or guide portion in the leader member constituting a leader 1 in order to suppress displacement of a pile P during driving, and processing devices 11 and 12 each for processing measurement data from the gauges during pile driving, and a load exceeding a predetermined reference value can be monitored in real time to prevent the load from acting upon the leader.
摘要翻译：要解决的问题：提供一种施工管理系统和方法，其中通过在引导件被移除之后将桩所需的桩头中心位置等等设置在预定的允许值内，可以提高桩的驱动精度在打桩施工中使用领导。解决方案：打桩施工管理系统10是使用引导件的打桩施工管理系统，并且包括用于测量构成的引导构件的引导构件或引导部中的载荷的量规7a-7d和8a-8d 为了抑制打桩期间的桩P的位移的前导件1，以及用于在打桩期间处理来自量规的测量数据的处理装置11和12，并且可以实时地监视超过预定参考值的负载，以防止负责从行动领导。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2008175059A Temporary cofferdam work caisson and its installation method 有权
标题翻译：临时咖啡工作CAISSON及其安装方法
公开(公告)号：JP2008175059A
公开(公告)日：2008-07-31
申请号：JP2008054623
申请日：2008-03-05
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： SHINMYO KATSUHIRO , SAKAMOTO NOBUYOSHI , SASAKI HIROKI
IPC分类号： E02D19/04
摘要： PROBLEM TO BE SOLVED: To provide a temporary cofferdam work caisson and its installation method by which water pressure control and a sufficient water stopping property can be assured.
SOLUTION: In the upper open type temporary cofferdam work caisson 1 formed into a ring-like shape in a plan view by joining a pair of assembling units 2 in a state of facing each other, a fitting recess 10 is formed at the bottom 9 of each of the assembling units 2. The front surface of the fitting recess 10 is an inclined surface 11 whose upper part is inclined inward. A water stopping packing 3 movable up and down along the inclined surface 11 is arranged on the inclined surface 11.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供临时围堰工作沉箱及其安装方法，通过该方法可以确保水压控制和足够的止水性能。解决方案：在上开式临时围堰工作沉箱1以平面图形成为环状形状，通过以彼此相对的状态接合一对组装单元2，在其中形成嵌合凹部10 每个组装单元2的底部9。装配凹部10的前表面是其上部向内倾斜的倾斜表面11。在斜面11上设置有可沿倾斜面11上下移动的止水垫片3.版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2011163014A Method for connecting water cut-off rubber packing, and structure for water cut-off structure of concrete structure and caisson 审中-公开
标题翻译：用于连接水切割橡胶包装的方法和混凝土结构的水切割结构结构和CAISSON
公开(公告)号：JP2011163014A
公开(公告)日：2011-08-25
申请号：JP2010027441
申请日：2010-02-10
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： SASAKI HIROKI , YAMASHITA MASAHITO
IPC分类号： E02D31/04 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To solve the problem that a conventional method for connecting water cut-off rubber packing causes the risk of deformation separation due to the incapability of an increase in adhesion area. SOLUTION: In this method for connecting the hollow water cut-off rubber packings 1, 1 together, connection-side hollow ends 1a of the opposed water cut-off rubber packings 1, 1 are each filled with a filling connection member 2; connecting end surfaces 2a of the filling connection member are fixed to be flush with connecting end surfaces 1h of the water cut-off rubber packing 1; and the opposed connecting end surfaces (1h and 2a) of the water cut-off rubber packings 1 and the filling connection members 2 infilled into the water cut-off rubber packings are joined together by applying an adhesive to at least one of the connecting end surfaces. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题为了解决传统的截水橡胶填料连接方法由于不能增加粘合面积而导致变形分离的风险的问题。解决方案：在将空心截水橡胶填料1,1连接在一起的方法中，相对的截水橡胶填料1,1的连接侧中空端1a分别填充有填充连接构件2 ; 填充连接构件的连接端面2a固定成与截水橡胶垫圈1的连接端面1h齐平; 并且通过将粘合剂施加到至少一个连接端部而将填充在截水橡胶填料中的截水橡胶填料1和填充连接构件2的相对的连接端面（1h和2a）接合在一起表面。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2008095330A Work caisson for temporary cofferdam 有权
标题翻译：工作CAISSON为临时咖啡
公开(公告)号：JP2008095330A
公开(公告)日：2008-04-24
申请号：JP2006276145
申请日：2006-10-10
申请人： Mutsubishi Rubber Co Ltd , Penta Ocean Construction Co Ltd , 五洋建設株式会社 , 六菱ゴム株式会社
发明人： SASAKI HIROKI , TORII SEIICHI
IPC分类号： E02D19/04 , E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide a work caisson for temporary cofferdam capable of dispensing with underwater work for long hours in great depth under the water such as placing underwater concrete. SOLUTION: This work caisson 1 for temporary cofferdam is constituted in such a way that a caisson body 6 mounted on a wall face 4 of a structure and opening a mounting side and an upper side is formed, a water cut-off mechanism 11 is provided on mounting faces of a bottom part 7 and both side parts 9 on the mounting side of the caisson body 6, the water cut-off mechanism 11 is composed of a water cut-off main body 13, an external part seal 14 provided in an outer side part of the water cut-off main body 13, an intermediate part seal 15 provided in an intermediate part, and an internal part seal 16 provided in an inner side part, the external part seal 14 is an extending and contracting protruding body 17 having a hollow part 17a in its inside, the intermediate part seal 15 is composed of a water cut-off board 26 rotating centered on a one end part side and a pressurizing tube 27 provided between the water cut-off board 26 and the water cut-off main body 13, and the internal part seal 16 is a packing 30. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为临时围堰提供工作沉箱，能够在诸如水下混凝土之类的水下深入水下长时间散布水下作业。解决方案：这种用于临时围堰的工作沉箱1以这样的方式构成，即形成安装在结构的壁面4上并打开安装侧和上侧的沉箱体6，水切断机构 11设置在底部7的安装面和在沉箱6的安装侧的两个侧部9，水切断机构11由截水主体13，外部密封件14 设置在截水主体13的外侧部分，设置在中间部分的中间部分密封件15和设置在内侧部分中的内部部件密封件16，外部部件密封件14是延伸和收缩的突出体17在其内部具有中空部分17a，中间部分密封件15由在一个端部侧中心旋转的截水板26和设置在截水板26和水切断主体13和内部部分海 l 16是包装30.版权所有（C）2008，JPO＆INPIT

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