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1. 发明专利

JP2012218567A Float 有权
标题翻译：浮动
公开(公告)号：JP2012218567A
公开(公告)日：2012-11-12
申请号：JP2011085711
申请日：2011-04-07
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： HIRAI JUN , SASAJIMA KEISUKE , FURUTA DAISUKE
IPC分类号： B63B35/44 , B63B35/00 , B63B35/34 , B63B39/02 , B63J99/00
摘要： PROBLEM TO BE SOLVED: To provide a float capable of suppressing generation of rocking, making effective use of energy obtained by suppressing rocking, and erecting a structure on the top by being supported to float on the ocean.SOLUTION: There are provided: a floating body 24a that allows a wind power generation device to be erected on the top face section; a dynamic damper 24b that is installed on the floating body 24a to suppress rocking thereof; and a storage device that stores energy absorbed by the dynamic damper 24b. The dynamic damper includes: a rotating member 41 that allows a middle section in the longitudinal direction to be supported on the floating body rotatably vertically by a horizontal supporting shaft 52; a pair of weights 42 provided at each end of the rotating member in the longitudinal direction; a biasing member 43 that biases and supports the rotating member at a predetermined rotating position; and a generator that generates electric power by kinetic energy generated by relative movement between the floating body and the rotating member.
摘要翻译：要解决的问题：提供一种能够抑制摇摆的产生的浮子，有效地利用通过抑制摇摆而获得的能量，并且通过支撑浮在海洋上来竖立顶部的结构。解决方案：提供：允许风力发电装置竖立在顶面部分上的浮体24a; 安装在浮体24a上以抑制其摆动的动力阻尼器24b; 以及存储由动力阻尼器24b吸收的能量的存储装置。动力阻尼器包括：旋转构件41，其允许纵向方向上的中间部分由水平支撑轴52可旋转地竖直地支撑在浮动体上; 设置在旋转构件的纵向两端的一对重物42; 偏置构件43，其在预定旋转位置偏置并支撑旋转构件; 以及通过在浮体和旋转构件之间的相对运动产生的动能产生电力的发电机。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2002208303A COASTAL STRUCTURE WITH SELF-LIGHTING ILLUMINATION DEVICE 失效
公开(公告)号：JP2002208303A
公开(公告)日：2002-07-26
申请号：JP2001003848
申请日：2001-01-11
申请人： MITSUBISHI HEAVY IND LTD
发明人： YOSHIMURA KEIJI , KIHARA KAZUYOSHI , FURUTA DAISUKE
IPC分类号： E02B3/06 , E01D15/14 , F21S2/00 , F21S9/02 , G09F13/18 , G09F19/22 , H01L31/04 , H02J7/35 , H05B37/02
摘要： PROBLEM TO BE SOLVED: To provide a coastal structure with self-lighting illumination device in which an outside power source is not required by utilizing a solar cell and switching operation of lighting and switching-off by human hand is not required. SOLUTION: In the coastal structure, an internal circuit part 17 including a battery having a solar cell 12 and a sensor circuit or a timer detecting the brightness of the outside is provided inside a container 7 that is embedded on the road surface of a floating pier 20 with the top side transparent cover 5 exposed, and the lighting and switching-off of the luminous body 11 that emits light by the output of the above battery is made automatically.

3. 发明专利

JP2012218566A Float 有权
标题翻译：浮动
公开(公告)号：JP2012218566A
公开(公告)日：2012-11-12
申请号：JP2011085710
申请日：2011-04-07
申请人： Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Mitsubishi Heavy Ind 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： HIRAI JUN , SASAJIMA KEISUKE , FURUTA DAISUKE
IPC分类号： B63B35/44 , B63B35/00 , B63B35/34 , B63B39/02 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To simplify a structure, by restraining rocking, in a float.SOLUTION: This float includes a floating body 24a capable of erecting a wind power generation device in an upper surface part, and a dynamic vibration reducer 24b arranged in the floating body 24a and restraining its rocking. The dynamic vibration reducer 24b has a rotary member 41 for vertically rotatably supporting an intermediate part in the longitudinal direction by a support shaft 52 horizontal to the floating body 24a, a pair of weights 42 arranged in respective end parts in the longitudinal direction in the rotary member 41, compression coil springs 43 for energizing and supporting the rotary member 41 to and by a predetermined rotary position, and dampers 44 for absorbing kinetic energy generated by the relative movement of the floating body 24a and the rotary member 41.
摘要翻译：要解决的问题：通过在浮子中抑制摇摆来简化结构。解决方案：该浮子包括能够竖立上表面部分中的风力发电装置的浮体24a和布置在浮体24a中并限制其摆动的动态减振器24b。动态减振器24b具有旋转构件41，用于通过与浮体24a水平的支撑轴52在纵向方向上垂直地可旋转地支撑中间部分，一对重物42在旋转体中沿纵向方向布置在各个端部部分中构件41，用于将旋转构件41施力并支撑到预定旋转位置的压缩螺旋弹簧43，以及用于吸收由浮体24a和旋转构件41的相对运动产生的动能的阻尼器44。（C）2013，JPO＆INPIT

4. 发明专利

JPH11269848A SOFT FIXED OFFSHORE BREAKWATER 失效
公开(公告)号：JPH11269848A
公开(公告)日：1999-10-05
申请号：JP7797998
申请日：1998-03-25
申请人： MITSUBISHI HEAVY IND LTD , CHUDEN GIJUTSU CONSULTANT KK
发明人： KIHARA KAZUSADA , FURUTA DAISUKE , OGASAWARA HIRONORI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a soft fixed offshore breakwater capable of increasing resistance force against wave force irrespective of the depth of the water. SOLUTION: A breakwater main body 2 is mounted on the bottom slab 1 sunk to the ocean floor through bearing materials 4, at the same time, a plurality of plate bodies 3 and 3' extended in an approximately parallel with a wave force direction P are arranged and projected to the lower surface of the bottom slab 1 at an interval, and the bottom slab 1 is soft fixed on a soft ground. By the constitution, the plate bodies 3 are embedded in the soft ground, and resistance force against horizontal wave force is preserved with the lower surface of the bottom slab and cohesion between the plate bodies and soft ground.

5. 发明专利

JP2014055870A Vibration exciter 有权
标题翻译：振动EXCITER
公开(公告)号：JP2014055870A
公开(公告)日：2014-03-27
申请号：JP2012201225
申请日：2012-09-13
申请人： 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 , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： TOMIYA YUSHI , MORISHITA KUNIHIRO , FURUTA DAISUKE
IPC分类号： G01M7/02
CPC分类号： G01M5/0075 , G01M7/022
摘要： PROBLEM TO BE SOLVED: To provide a vibration exciter capable of implementing a safer vibration test and preventing a test object from being damaged.SOLUTION: A vibration exciter 100 has a pair of limit switches 15 and 15 on a guide column 2. One of the limit switches 15 and 15 is installed at a lower limit position LL of a weight 4 and the other limit switch 15 is installed at an upper limit position UL of the weight 4. The weight 4 is provided with a detection piece 16 which contacts the limit switch 15 when the weight 4 reaches the lower limit position LL or the upper limit position UL. The detection piece 16 is installed at a center of the weight 4 in a height direction thereof so that the single detection piece 16 contacts both limit switches at the lower limit position LL and the upper limit position UL.
摘要翻译：要解决的问题：提供一种能够实现更安全的振动试验并防止被测物体受损的振动激励器。解决方案：振动激励器100在导柱2上具有一对限位开关15和15。限位开关15和15安装在重物4的下限位置LL处，另一限位开关15安装在重物4的上限位置UL。重物4设有接触极限的检测件16 当重量4达到下限位置LL或上限位置UL时，开关15。检测件16安装在配重4的高度方向的中心处，使得单个检测件16在下限位置LL和上限位置UL处接触两个限位开关。

6. 发明专利

JP2012189174A Shearing damper 有权
标题翻译：剪切阻尼器
公开(公告)号：JP2012189174A
公开(公告)日：2012-10-04
申请号：JP2011054814
申请日：2011-03-11
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： SHIMONO MASAKI , INOUE KOICHI , MORISHITA KUNIHIRO , KATO MOTOKI , FURUTA DAISUKE
IPC分类号： F16F7/12 , E04H9/02 , E04H9/14 , E04H12/00 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a shearing damper capable of following up large deformation between members and having high rigidity to out-of-plane deformation.SOLUTION: A stiffened plate 13 is fixed to both ends of a shear panel 11 in a width direction, and a stiffened plate 14 is fixed to both ends of shear panels 12a and 12b in a width direction. The stiffened plates 13 and 14 have heights equal to those of the shear panels 11, 12a and 12b, and are respectively arranged, without any gaps, between a lower stiffened plate 16 and an upper stiffened plate 15 arranged on the upper surface of a first horizontal connection part 21 and between an upper stiffened plate 15 and a lower stiffened plate 16 arranged on the lower surface of a second horizontal connection part 23. The shear panel 11 and the shear panels 12a and 12b are connected to each other by a connection member 20. The connection member 20 has shearing bearing force higher than those of the shear panels 11, 12a and 12b.
摘要翻译：要解决的问题：提供一种剪切阻尼器，其能够跟随构件之间的大变形并且具有高的平面外变形刚度。解决方案：加强板13沿宽度方向固定在剪切板11的两端，加强板14沿宽度方向固定在剪切板12a和12b的两端。加强板13和14的高度等于剪切板11,12a和12b的高度，并且分别布置在下加强板16和布置在第一板的上表面上的上加强板15之间，没有任何间隙水平连接部21以及布置在第二水平连接部23的下表面上的上加强板15和下加强板16之间。剪切板11和剪切板12a和12b通过连接构件连接构件20具有比剪切板11,12a和12b高的剪切承载力。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2007211542A Antiseismic structure of quaywall, and its construction method and device 审中-公开
标题翻译： QUAYWALL的防静电结构及其施工方法和设备
公开(公告)号：JP2007211542A
公开(公告)日：2007-08-23
申请号：JP2006034983
申请日：2006-02-13
申请人： Mitsubishi Heavy Ind Ltd , Hirokazu Takemiya , 三菱重工業株式会社 , 宏和竹宮
发明人： TAKEMIYA HIROKAZU , IKESUE SHUNICHI , INOUE KOICHI , HIRAI JUN , FURUTA DAISUKE
IPC分类号： E02B3/06 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide an antiseismic structure of a quaywall by which antiseismic measures can be taken easily at a lower cost.
SOLUTION: A plurality of vertically placed cement piles 11 are connected to one another in the width direction to make a block body 7 having a three-dimensional structure, and the block body 7 is placed in the ground of backfill soil 5 of the quaywall 3.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供可以以较低成本容易地进行抗震措施的三角岩的抗震结构。解决方案：多个垂直放置的水泥桩11在宽度方向上彼此连接，以制成具有三维结构的块体7，并且将块体7放置在具有三维结构的回填土5的地面中版权所有（C）2007，JPO＆INPIT

8. 发明专利

JPH09255277A STRUCTURE FOR HANGING LONG MEMBER 失效
公开(公告)号：JPH09255277A
公开(公告)日：1997-09-30
申请号：JP6232896
申请日：1996-03-19
申请人： MITSUBISHI HEAVY IND LTD
发明人： MASUMOTO SHINICHI , OKUBO YOSHIAKI , MURASE YOSHIHIDE , FURUTA DAISUKE
IPC分类号： B66C5/08 , B66C23/82
摘要： PROBLEM TO BE SOLVED: To provide a long member (boom or the like of a container crane) hanging structure capable of reducing the shaking width (difference between maximum deflection and minimum deflection) of a main member by eliminating the influence of the self-weight deformation of an oblique tensile member. SOLUTION: The tip side 2a-1 of a boom 2a as a long and large main member and the upper end part 1a of a pillar 1 are connected to each other by an oblique tensile member 13 and the intermediate point 13a of this oblique tensile member 13 and the base end side 2a-2 of the boom 2a are connected to each other by a connecting member 10. The oblique tensile member 13 and the connecting member 10 have resistance to a tensile force while these are not resistant to a compressing force being contracted or bent, and further, the connecting member 10 connects the intermediate point 13a and the base end side 2a-2 to each other via an attaching length changing device for changing the attaching length of the connecting member 10.

9. 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

10. 发明专利

JPH11310910A SOFT GROUND BOTTOM SITTING SUBMERGED BREAKWATER 失效
公开(公告)号：JPH11310910A
公开(公告)日：1999-11-09
申请号：JP13610898
申请日：1998-04-30
申请人： MITSUBISHI HEAVY IND LTD
发明人： KIHARA KAZUSADA , FURUTA DAISUKE
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a soft ground bottom sitting submerged breakwater capable of being constructed within a short period of time without causing deterioration of environment in the sea bed. SOLUTION: A submerged breakwater 8 having a shell 3 forming a porous concrete external layer is borne on the bottom plate 5 having a grid vertical plate 6 inserted in the soft ground in the sea bed G on the lower surface thereof. Since this submerged breakwater is manufactured on the ground and is hung down to the sea bed by means of a crane barge, a construction period is reduced, and ocean livings are adhered to the surface of the porous concrete shell 3 to improve environment.

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