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1. 发明专利

JP2012062749A Bridge design method 有权
标题翻译：桥梁设计方法
公开(公告)号：JP2012062749A
公开(公告)日：2012-03-29
申请号：JP2011252908
申请日：2011-11-18
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： SHIJO RIKUMA , SUGIYAMA SADATO , HONDA AKIHIRO , HIRAI SHIGETAKA , SAITO TORU
IPC分类号： E01D2/04 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a bridge design method that can ensure wind resistance stability of a bridge while accomplishing cost reduction.SOLUTION: The present invention is a design method for a multispan bridge with a superstructure in which a length ratio B/D of cross-sectional sides of an envelope quadrangle varies along the bridge axial direction where B and D are, respectively, width and height of an envelope quadrangle that envelopes a cross-sectional outer profile of the superstructure, which is approximately orthogonal to the bridge axis direction of the bridge. In the design method for a multispan bridge, values of an equation (1) shall always be 0 or more: where Cis a lift force factor of the superstructure, α is an angle which an average direction of the wind blowing on the superstructure forms with the horizontal direction (positive in the blow-up direction), dC/dα is a gradient of the lift force factor, and further Lis the n-th span length in the superstructure counted from the end of the superstructure, Sis the n-th gradient of the lift force factor, and Ais the degree of the maximum deflection vibration mode in the span.
摘要翻译：要解决的问题：提供一种桥梁设计方法，可以确保桥梁的抗风稳定性，同时实现成本降低。解决方案：本发明是一种具有上层结构的多层桥梁的设计方法，其中包层四边形的横截面的长度比B / D分别沿着B和D的桥轴方向变化，包络四边形的宽度和高度，其包围上部结构的横截面外轮廓，其大致垂直于桥的桥轴方向。在多级桥的设计方法中，方程式（1）的值应始终为0或更大：其中C L 是上层建筑的升力因子，α是 dC L /dα是上升层吹风的平均方向与水平方向（在吹起方向为正）形成的角度，是升力的梯度因此，从上层建筑结束计数的上层建筑的第n个跨度长度为S n 是升力因子的第n级梯度，A n 是跨度中最大偏转振动模式的程度。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2006077476A Bridge 审中-公开
标题翻译：桥
公开(公告)号：JP2006077476A
公开(公告)日：2006-03-23
申请号：JP2004263079
申请日：2004-09-09
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： SUGIYAMA SADATO , HONDA AKIHIRO , YAMAUCHI TAKASHI , SAITO TORU
IPC分类号： E01D1/00 , E01D18/00
摘要： PROBLEM TO BE SOLVED: To reduce a wind load, and to suppress Karman vortex shedding.
SOLUTION: A passage (2) is supported on an almost horizontally elongated girder (1). A flow straightening airspace (7) is formed between the girder (1) and the passage (2). Grating is formed in the passage (2). A wind passing through the flow straightening airspace is subjected to a flow straightening action. The flow straightening action suppresses the Karman vortex shedding and the vortex shedding of the girder, so as to suppress the swing of the passage.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：减少风荷载，抑制卡门涡流脱落。解决方案：通道（2）支撑在几乎水平伸长的梁（1）上。在梁（1）和通道（2）之间形成有流动矫正空间（7）。在通道（2）中形成光栅。通过流动矫直空气的风受到流动矫直作用。流动矫直作用抑制卡门涡流脱落和大梁的涡流脱落，以抑制通道的摆动。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2005132314A Vessel 有权
标题翻译：船只
公开(公告)号：JP2005132314A
公开(公告)日：2005-05-26
申请号：JP2003373761
申请日：2003-10-31
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： SUGIYAMA SADATO , HONDA AKIHIRO , KURAHASHI ISAO , KURIBAYASHI SHUHEI , YAMAUCHI YOSHIAKI
IPC分类号： B63B15/00 , B63B9/00 , B63B15/02
摘要： PROBLEM TO BE SOLVED: To provide a vessel reducing air resistance without changing a structure of a main vessel body.
SOLUTION: The vessel 1 is constituted such that it has the main vessel body 2 partitioned by a vessel outer wall 2a and a deck 2b; and an upper structure 3 provided on the deck 2b. A wind prevention fence 6 is provided on an upper part of the side of the main vessel body 2 at a position apart from a bow N on the bow N side from the upper structure 3. The wind prevention fence 6 is constituted such that it is continuously provided at the upper end of the vessel outer wall and stands from a position apart from the bow N and its height is gradually increased as it goes to a stern. A surface directed to the outside of the main vessel body 2 in the wind prevention fence 6 is made to a slant surface where an upper end is positioned on the upper structure 3 side from a lower end. The wind prevention fence 6 is constituted such that it has an opening.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供容器减小空气阻力而不改变主容器体的结构。解决方案：容器1构成为具有由容器外壁2a和甲板2b隔开的主容器主体2; 以及设置在甲板2b上的上部结构3。防风栏6设置在主容器主体2侧的上侧的与上侧结构3的弓形N侧的弓N相隔的位置。防风栏6构成为连续地设置在容器外壁的上端，并且从离开弓N的位置立起，并且其高度随着船尾的逐渐增加。在防风栏6的主容器主体2的外侧的表面形成为从上端部位于上部结构体3侧的下端的倾斜面。防风栏6构成为具有开口部。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2012101714A Floating body 审中-公开
标题翻译：浮动体
公开(公告)号：JP2012101714A
公开(公告)日：2012-05-31
申请号：JP2010252981
申请日：2010-11-11
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： SUGIYAMA SADATO , MISAKA NAOYUKI , HIUGA YASUHIKO
IPC分类号： B63B35/44 , B63B21/00 , B63B29/02 , B63H21/34 , B63J2/10 , E04H12/28 , F23L17/02
摘要： PROBLEM TO BE SOLVED: To provide a floating body equipped with a chimney for restricting smoke pollution caused by down-wash phenomenon.SOLUTION: A floating body 1 is equipped with a chimney 4 at its one end side. The chimney includes an inner cylinder forming a flow passage of a fluid to be discharged and an outer cylinder covering the circumference of the inner cylinder. A side of the outer cylinder opposite to the one end side described above has a duct for feeding atmosphere. Wind blown through the duct turns into an upward flow by the outer cylinder at a downstream side to form an air curtain so as to enable a down-wash to be restricted.
摘要翻译：要解决的问题：提供一种装有烟囱的浮体，用于限制由下洗现象引起的烟雾污染。解决方案：浮体1在其一端配备有烟囱4。烟囱包括形成待排出流体的流路的内筒和覆盖内筒周缘的外筒。与上述一端侧相对的外筒的一侧具有用于供给气氛的管道。通过导管吹过的风在下游侧由外筒变成向上的流动，以形成气帘，从而能够限制下洗。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2011111758A Tower structure 有权
标题翻译：塔式结构
公开(公告)号：JP2011111758A
公开(公告)日：2011-06-09
申请号：JP2009267439
申请日：2009-11-25
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： SUGIYAMA SADATO , HONDA AKIHIRO , KOBAYASHI TOSHIYUKI
IPC分类号： E04H9/14 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a tower structure which reduces the displacement of the top part thereof at a wind velocity not higher than a design wind velocity, while reducing its manufacturing cost. SOLUTION: Fins 4 for increasing the face width B of the tower structure 1 are attached to the tower structure 1 used as a stack or a bridge pier so that a stress produced by the resonance of a vortex excitation at the design wind velocity comes within a predetermined value. Thereby, the manufacturing cost can be reduced, and the displacement of the top part of the structure at a wind velocity not higher the design wind velocity can be reduced. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种在不高于设计风速的风速下降低其顶部位移的塔架结构，同时降低其制造成本。解决方案：用于增加塔架结构1的面宽度B的翅片4附接到用作堆叠或桥墩的塔架结构1，使得在设计风速下由涡流激励的共振产生的应力达到预定值。因此，可以降低制造成本，并且可以减小设计风速不高于风速的结构的顶部的位移。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2006126015A Two-dimensional wind tunnel and windproof stability evaluation method 有权
标题翻译：二维风洞和风力发电机稳定性评估方法
公开(公告)号：JP2006126015A
公开(公告)日：2006-05-18
申请号：JP2004314823
申请日：2004-10-28
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： ODA MANABU , SUGIYAMA SADATO , HONDA AKIHIRO , TAKEYAMA TAKAYUKI , HIRAI SHIGETAKA , SAITO TORU , FUJIMOTO NOBUHIRO , IWASHITA MAKOTO
IPC分类号： G01M9/02
摘要： PROBLEM TO BE SOLVED: To provide a two-dimensional wind tunnel which does not take time and cost in windproof stability test of a large structure such as a bridge.
SOLUTION: In the two-dimensional wind tunnel having a flattened shape measuring flow path with a large area in the side of window for photographing and a small thickness in normal direction of a window for photographing, and visualizing the flow around a model 20 by flowing a tracer in the state the model is arranged in the measuring flow path, the model 20 is stood in almost vertical direction and cantilever-supported from below. Fluid force measuring devices 24 and 25 for measuring displacement and/or force caused in the model 20 are provided as a characteristic.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在桥梁等大型结构的防风稳定性试验中不花费时间和成本的二维风洞。解决方案：在具有用于拍摄的窗口侧面具有大面积的具有扁平形状测量流动通道并且用于拍摄的窗口的法线方向上的小厚度的二维风洞中，并且可视化模型周围的流动如图20所示，通过在模型配置在测量流路中的状态下流动示踪器，模型20几乎位于垂直方向并且从下方悬臂支撑。提供用于测量模型20中引起的位移和/或力的流体力测量装置24和25作为特性。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2015021416A 水中構造物システム及び水中構造物の係留方法有权
标题翻译：水下结构系统和水下结构运动方法
公开(公告)号：JP2015021416A
公开(公告)日：2015-02-02
申请号：JP2013149387
申请日：2013-07-18
申请人：三菱重工業株式会社 , Mitsubishi Heavy Ind Ltd
发明人： SUGIYAMA SADATO , TANIGAKI SHINKICHI
IPC分类号： F03B13/10
CPC分类号： Y02E10/22
摘要：【課題】海水の向きに依らず、水中構造物を所望の深度範囲に保持することが可能な水中構造物システムを提供する。【解決手段】水中構造物システムは、複数の第1係留索4と、第2係留索3と、水中構造物2とを具備している。複数の第1係留索4は、一端を海底の互いに離れた位置に固定されている。第2係留索3は、一端を前記複数の第1係留索4の他端に接続されている。水中構造物2は、第2係留索3の他端に接続されている。【選択図】図2A
摘要翻译：要解决的问题：提供一种水下结构系统，其能够将水下结构保持在所需的深度范围，而不管海洋电流的方向如何。水下结构系统包括：多个第一系泊缆索4; 第二系泊缆索3和水下结构2.多个第一系泊缆索4在其一端固定在海底不经常的位置上。多个第一系泊缆索4的另一端连接到第二系泊缆索3的一端。第二系泊缆索3的另一端连接到水下结构2。

8. 发明专利

JP2014125795A Columnar structure 审中-公开
标题翻译：圆柱结构
公开(公告)号：JP2014125795A
公开(公告)日：2014-07-07
申请号：JP2012283679
申请日：2012-12-26
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： SUGIYAMA SADATO
IPC分类号： E04H9/14 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a cylindrical structure which can suppress vortex excitation without increasing the drag and also without increasing the size.SOLUTION: A cylindrical structure includes a cylindrical part that has a cylindrical shape and is disposed in a fluid, and a plurality of projection parts provided on the outer peripheral surface of the cylindrical part. The plurality of projection parts is provided to promote the occurrence of a longitudinal vortex.
摘要翻译：要解决的问题：提供一种可以抑制涡流激发而不增加阻力并且也不增加尺寸的圆柱形结构。解决方案：圆柱形结构包括具有圆柱形并被设置在流体中的圆柱形部分，并且多个设置在圆筒部的外周面的突出部。提供多个突起部分以促进纵向涡流的发生。

9. 发明专利

JP2009108618A Design method of large span roof 审中-公开
标题翻译：大型跨度屋顶设计方法
公开(公告)号：JP2009108618A
公开(公告)日：2009-05-21
申请号：JP2007282950
申请日：2007-10-31
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： SUGIYAMA SADATO , HONDA AKIHIRO , KURAHASHI ISAO
IPC分类号： E04B7/00 , E04B7/18
摘要： PROBLEM TO BE SOLVED: To provide a design method of a large span roof making an optimal design adapted to actual vibration and reducing construction cost.
SOLUTION: The design method of the large span roof used in designing a roof 2 of a large span structure 4 having ventilation openings 3 comprises computing the anticipated amplitude of the roof 2 taking account of aerodynamic damping generated when air flows in and out through the ventilation openings 3.
COPYRIGHT: (C)2009,JPO&INPIT

10. 发明专利

JP2006077474A Wind resistant construction 审中-公开
标题翻译：防风建筑
公开(公告)号：JP2006077474A
公开(公告)日：2006-03-23
申请号：JP2004263018
申请日：2004-09-09
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： SUGIYAMA SADATO , HONDA AKIHIRO , SHIJO RIKUMA , MORINAGA HIROSHI , SAITO TORU
IPC分类号： E01D1/00 , E01D18/00
摘要： PROBLEM TO BE SOLVED: To suppress the swing of a passage by suppressing the generation of a Karman vortex.
SOLUTION: This wind resistant construction comprises an almost horizontally elongated girder (1), and the passage (2) which is supported on the girder (1). A flow straightening airspace (11) is formed between the girder (1) and the passage (2). A wind, which passes through the flow straightening airspace, is subjected to a flow straightening action. Vortex shedding of the girder is suppressed by the flow straightening action, so that the swing of the passage (2) can be suppressed.
COPYRIGHT: (C)2006,JPO&NCIPI

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