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1. 发明专利

JP2014181465A Movable breakwater and movable breakwater facility 有权
标题翻译：可移动的破碎水和可移动的破碎水设施
公开(公告)号：JP2014181465A
公开(公告)日：2014-09-29
申请号：JP2013055551
申请日：2013-03-18
申请人： Port & Airport Research Institute , 独立行政法人港湾空港技術研究所 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社 , Ohbayashi Corp , 株式会社大林組 , Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Nippon Steel & Sumikin Engineering Co Ltd , 新日鉄住金エンジニアリング株式会社
发明人： ARIKAWA TARO , KIHARA KAZUYOSHI , MAEKAWA TSUTOMU , EBIZUKA HIROAKI , INOUE HIROSHI , KIMURA HIROHIDE , SHIROHANA TOSHITSUGU
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a movable breakwater and a movable breakwater facility which can facilitate construction work and enables a member preventing a floating pipe from coming out of an outer cylindrical pipe to be reliably fixed to the outer cylindrical pipe with a simple structure.SOLUTION: An outer cylindrical pipe opening section swing prevention member 11d fixed to an outer cylindrical pipe 11 contacts a stopper fixed to a floating pipe and thereby regulating flotation of the floating pipe when the same is floated. The outer cylindrical pipe opening section swing prevention member 11d is fixed to the outer cylindrical pipe 11 with a structure which: allows a fixing protrusion section 32 of the outer cylindrical pipe opening section swing prevention member 11d to be inserted into a through hole 11H provided on the outer cylindrical pipe 11; and allows the fixing protrusion section 32 to be fixed to a cap 30 also inserted into the through hole 11H by a bolt 34.
摘要翻译：要解决的问题：提供一种可移动防波堤和可移动防波堤设施，其可以方便施工作业，并且能够以简单的结构将防止浮管从外筒排出到可靠地固定到外筒管上。解决方案：固定在外圆柱形管11上的外圆柱形管开口摆动防止构件11d接触固定在浮动管上的止动件，从而调节浮子浮起时的浮动。外筒管开口部摆动防止部件11d以外筒管开口部摆动防止部件11d的固定突起部32插入到设置在其上的通孔11H的结构固定在外筒管11上外筒管11; 并且允许固定突起部32通过螺栓34固定到也插入到通孔11H中的盖30。

2. 发明专利

JP2014173392A Upright floating breakwater 有权
标题翻译：升降浮式式破水器
公开(公告)号：JP2014173392A
公开(公告)日：2014-09-22
申请号：JP2013049668
申请日：2013-03-12
申请人： Port & Airport Research Institute , 独立行政法人港湾空港技術研究所 , Nippon Steel & Sumikin Engineering Co Ltd , 新日鉄住金エンジニアリング株式会社 , Ohbayashi Corp , 株式会社大林組 , Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： ARIKAWA TARO , KIMURA HIROHIDE , MATSUBARA TOMOHIRO , IRIE TAKASHI , KOYAMA HIROTO , ABE HAJIME , MAEKAWA TSUTOMU
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To prevent foreign matters such as drift sand from intruding into an auxiliary pipe storage pipe as much as possible.SOLUTION: An upright floating type breakwater includes: a lower steel pipe vertically inserted in a seabed; an upper steel pipe 20 inserted in the lower steel pipe in a liftable manner and configuring a wall shape dam body by moving up in emergency; an aeration device making the upper steel pipe move up by supplying air into the upper steel pipe 20; an auxiliary pipe 50 arranged on the sea side opposite to a coast in accordance with a clearance with the upper steel pipe, and moving up and down interlocking with lifting of the upper steel pipe by being suspended by a cable member 51 from an upper part of the upper steel pipe; and an auxiliary pipe storage pipe 55 embedded in the seabed and storing the auxiliary pipe in normal time. The upright floating type breakwater is equipped with a cover body 62 which allows the auxiliary pipe 50 to move up and down and covers above an upper end opening 56 of the auxiliary pipe storage pipe 55 in normal time.
摘要翻译：要解决的问题：尽可能防止漂砂等异物进入辅管储存管。解决方案：直立浮式防波堤包括：垂直插入海底的下钢管; 以可拆卸的方式插入下钢管中的上钢管20，并在紧急情况下向上移动构成壁形坝体; 使上钢管通过向上钢管20供给空气而上升的曝气装置; 辅助管道50，其设置在与上部钢管的间隙相对的海岸的海侧上，并且通过由缆线构件51从上部钢管的上部悬挂而上下移动而上升和下降上钢管; 以及嵌入在海床中并在正常时间存储辅助管道的辅助管道存储管55。直立浮式防波堤配备有盖体62，盖主体62允许辅管50上下移动，并且在正常时间内覆盖辅助管存储管55的上端开口56的上方。

3. 发明专利

JP2012122308A Movable breakwater and movable breakwater facility 有权
标题翻译：可移动的破碎水和可移动的破碎水设施
公开(公告)号：JP2012122308A
公开(公告)日：2012-06-28
申请号：JP2010276201
申请日：2010-12-10
申请人： Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Nippon Steel Engineering Co Ltd , Ohbayashi Corp , Port & Airport Research Institute , Toa Harbor Works Co Ltd , 三菱重工鉄構エンジニアリング株式会社 , 新日鉄エンジニアリング株式会社 , 東亜建設工業株式会社 , 株式会社大林組 , 独立行政法人港湾空港技術研究所
发明人： KIHARA KAZUYOSHI , INAGAKI HIROSHI , IIDA YASUHIRO , KIMURA HIROHIDE , NAGATOMO HISANOBU , MAEKAWA TSUTOMU , ARIKAWA TARO
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To easily execute construction work, and to dispose a reinforcing member capable of sufficiently receiving horizontal stress to a floating pipe.SOLUTION: A movable breakwater 10 comprises an outer cylindrical pipe 11 which is formed in a vertically long shape, which has an opening 11a on the side of the bottom of water and which is inserted and fixed into the ground E on the bottom of water, and a floating pipe 12 which is inserted to the outer cylindrical pipe 11, disposed ascendably/descendably in the longitudinal direction of the outer cylindrical pipe 11 and provided to be capable of ascending by buoyancy generated by gas supplied into itself. The opening 11a of the outer cylindrical pipe 11 corresponds to a water bottom surface GL. The floating pipe 12 is provided with a floating pipe-side upper-part reinforcing member 12c for receiving horizontal stress to the floating pipe 12 in an ascent position, in a portion in which the outer cylindrical pipe 11 is buried to a predetermined depth H1 below the water bottom surface GL.
摘要翻译：要解决的问题：为了容易地执行施工工作，并且将能够充分地承受水平应力的加强构件设置在浮动管上。解决方案：可移动防波堤10包括形成为垂直长形状的外圆筒形管11，其在水底部具有开口11a，并且在底部插入并固定到地面E中的水，以及插入到外筒管11中的浮管12，其沿外筒管11的长度方向上升/下降设置，并且能够由供给到其自身的气体产生的浮力上升。外筒管11的开口11a对应于水底面GL。浮动管12设置有浮动管侧上部加强构件12c，用于在外部圆柱形管11被埋入到下方的预定深度H1的部分中，在上升位置处将浮动管12承受水平应力水底面GL。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2014237992A 可動式防波堤有权
标题翻译：可移动的破水
公开(公告)号：JP2014237992A
公开(公告)日：2014-12-18
申请号：JP2013122247
申请日：2013-06-10
申请人：三菱重工鉄構エンジニアリング株式会社 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 株式会社大林組 , Ohbayashi Corp , 東亜建設工業株式会社 , Toa Harbor Works Co Ltd , 新日鉄住金エンジニアリング株式会社 , Nippon Steel & Sumikin Engineering Co Ltd
发明人： KIHARA KAZUYOSHI , MAEKAWA TSUTOMU , NAKAMURA YASUSHI , INOUE HIROSHI , KIMURA HIROHIDE , SHINTANI YOSHIAKI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要：【課題】可動式防波堤が有する可動部分の浮上動作の信頼性を向上させること。【解決手段】可動式防波堤は、外筒管11と、内部に供給される気体により浮力を発生する浮上管12とを有する。浮上管12の内部であって水面側には、機器室CRが設けられ、機器室CRよりも水底側には気体が供給される気室13が設けられる。機器室CR内からは、気室13に排気管60が接続される。排気管60には、気室13側から順に排気管60へ直列に、第1排気弁26と第2排気弁27とが接続される。第1排気弁26及び第2排気弁27の動作は、制御装置21が制御する。【選択図】図6
摘要翻译：要解决的问题：提高可移动防波堤包括的可移动部分的浮动动作的可靠性。解决方案：可移动防波堤包括外管管11和浮动管12，浮子由内部供应的气体产生。在浮动管12的水面上，设置有设备室CR，并且在比设备室CR更靠近水床的一侧设置有气体供应气体的气室13。从设备室CR的内部排出管道60与气室13连接。排气管60依次排列第一排气阀26和第二排气阀27与排气管60串联连接从气室13侧。第一排气阀26和第二排气门27的动作由控制装置21控制。

5. 发明专利

JP2013160019A Pile driving construction management system 有权
标题翻译：桩驱动建筑管理系统
公开(公告)号：JP2013160019A
公开(公告)日：2013-08-19
申请号：JP2012024840
申请日：2012-02-08
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Ohbayashi Corp , 株式会社大林組 , Nippon Steel & Sumikin Engineering Co Ltd , 新日鉄住金エンジニアリング株式会社 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： IMAMURA KAZUNORI , EBIZUKA HIROAKI , MATSUBARA TOMOHIRO , MAEKAWA TSUTOMU
IPC分类号： E02D13/06 , E02D7/16
摘要： PROBLEM TO BE SOLVED: To provide a pile driving construction management system by which a pile can be accurately driven at a set position when the pile is driven into a water bottom ground by using a pile holder pontoon.SOLUTION: Detection data of holder inclination detection means 6a and 6b for detecting the inclination angle of a pile holder 2 installed on a pile holder pontoon 1 and detection data of at least two pile position detection means 5 attached to the pile holder 2 at intervals in the vertical direction and detecting the relative positions of the pile holder 2 and a pile 15 held by the pile holder 2 are inputted to an arithmetic unit 10, and an actual core position and an inclination angle of the pile 15 are successively calculated by the arithmetic unit 10, on the basis of the inputted detection data as well as position data and orientation data of the pile holder pontoon 1 having been already inputted in the arithmetic unit 10.
摘要翻译：要解决的问题：提供一种打桩施工管理系统，通过使用桩架浮筒将桩驱动到水底地面时，可以在设定位置精确地驱动桩。解决方案：夹具倾斜检测的检测数据用于检测安装在堆垛浮筒1上的堆垛机2的倾斜角度的装置6a和6b，以及在垂直方向上间隔地安装在堆垛机2上的至少两个摞位置检测装置5的检测数据，并检测相对位置并且由桩保持器2保持的桩15被输入到运算单元10，并且由运算单元10依次计算堆15的实际芯位置和倾斜角度输入的检测数据以及已经输入到运算单元10中的桩架浮筒1的位置数据和取向数据。

6. 发明专利

JP2012036601A Vibration control damper 有权
标题翻译：振动控制阻尼器
公开(公告)号：JP2012036601A
公开(公告)日：2012-02-23
申请号：JP2010175926
申请日：2010-08-05
申请人： Mitsubishi Heavy Ind Ltd , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工業株式会社 , 三菱重工鉄構エンジニアリング株式会社
发明人： KATO MOTOKI , MORISHITA KUNIHIRO , FURUTA DAISUKE , MAEKAWA TSUTOMU
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control damper which is capable of suppressing a sectional defect range generated in a joint part by the formation of a long hole, and even when a plasticized part is broken, prevents the tip of the plasticized part beyond the broken position from being completely separated.SOLUTION: The vibration control damper includes: a pair of hysteretic type damper parts 11; an intermediate part 20; and a displacement regulation part. The pair of hysteretic type damper parts 11 are arranged at both ends in the axial direction holding the intermediate part 20 therebetween. Each hysteretic type damper part 11 includes the plasticized part 12 and a stiffening part 19. The plasticized part 12 faces alternate axial force acting in the axial direction. The stiffening part 19 is provided around the plasticized part 12 and restricts the buckling of the plasticized part 12. To the intermediate part 20, one end side of each plasticized part 12 configuring the pair of hysteretic type damper parts 11 is connected, which connects the pair of hysteretic type damper parts 11 each other. The displacement regulation part regulates the expansion amount in the axial direction of the plasticized part relative to the stiffening part. In the vibration control damper 10 of this invention, each of the pair of hysteretic type dampers 11 is provided with the displacement regulation part.
摘要翻译：要解决的问题：提供一种振动控制阻尼器，其能够通过形成长孔来抑制在接合部中产生的截面缺陷范围，并且即使当塑化部分断裂时，也可以防止超出破裂位置的塑化部分完全分离。解决方案：振动控制阻尼器包括：一对滞回型阻尼器部件11; 中间部分20; 和位移调节部。一对滞回型阻尼器部件11在其间保持中间部件20的轴向两端配置。每个滞回型阻尼器部分11包括塑化部分12和加强部分19.塑化部分12面向沿轴向作用的交替的轴向力。加强部19设置在塑化部12周围并限制塑化部12的弯曲。连接中间部20，构成该对滞后型阻尼部11的各塑性部12的一端侧，一对滞后型阻尼器部件11彼此。位移调节部调节塑化部相对于加强部的轴向的膨胀量。在本发明的振动阻尼器10中，一对滞回型阻尼器11中设置有位移调节部。版权所有（C）2012，JPO＆INPIT

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