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1. 发明专利

JP2008240509A Method, equipment and system for lowering delivery erection beam 审中-公开
标题翻译：方法，设备和系统降低交付损坏梁
公开(公告)号：JP2008240509A
公开(公告)日：2008-10-09
申请号：JP2008045727
申请日：2008-02-27
申请人： Mitsubishi Heavy Ind Ltd , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Otaki Jack Kk , 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 , 大瀧ジャッキ株式会社
发明人： MYOJIN HISAYA , INOUE SHIGEO , INOUE KOICHI , IMAZAKI MASATO , KURIYAMA SHINGO , OTSUKI TAKAYUKI , TAKII RYOICHI
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a lowering method which enables the rapid fixing of an erection beam fed out onto a bridge pier, erection beam lowering equipment, and an erection beam lowering system.
SOLUTION: This method for lowering the delivery erection beam is characterized as follows: a bridge beam is fed out to a position higher by a predetermined distance than the bridge pier; and subsequently, the bridge beam is lowered onto the bridge pier. More specifically, for example, a supporting base, which is arranged on the bridge pier, is presupported in a position to be lifted by a lifting and lowering device; the bridge beam is fed out in a state in which the bridge beam is supported by the supporting base, or the bridge beam fed out by a different method is supported by supporting base lifted the lifting and lowering device; after that, the supporting base is continuously lowered by the lifting and lowering device; and the bridge beam is place on the bridge pier. The erection beam lowering equipment and the erection beam lowering system, which are constituted for the method, are provided.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种降低方法，其能够快速固定馈送到桥墩上的架设梁，安装梁下降设备和安装梁降低系统。解决方案：用于降低输送架设梁的方法的特征如下：桥梁被送出到比桥墩高预定距离的位置; 然后将桥梁下降到桥墩上。更具体地，例如，布置在桥墩上的支撑基座被支撑在被提升和降低装置提升的位置中; 在桥梁由支撑基座支撑的状态下馈送桥梁，或由不同方法馈送的桥梁由支撑底座支撑提升和降低装置; 之后，通过升降装置连续降低支撑座; 桥梁桥梁位于桥墩上。提供了用于该方法构成的安装减梁装置和吊架降落系统。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2008214891A Heavy load transfer table and heavy load carrying system 有权
标题翻译：重型装载台和重载装载系统
公开(公告)号：JP2008214891A
公开(公告)日：2008-09-18
申请号：JP2007050746
申请日：2007-02-28
申请人： Mitsubishi Heavy Ind Ltd , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Otaki Jack Kk , 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 , 大瀧ジャッキ株式会社
发明人： INOUE SHIGEO , INOUE KOICHI , IMAZAKI MASATO , KURIYAMA SHINGO , EBISU KATSUYUKI , TAKII RYOICHI
IPC分类号： E01D21/06 , B65G7/02 , B65G17/06 , B65G21/12 , B65G21/14
摘要： PROBLEM TO BE SOLVED: To provide a heavy load transfer table and a heavy load carrying system, capable of easily and continuously feeding and erecting a non-uniform section girder. SOLUTION: The heavy load transfer table 1 comprises a crawler 2 for supporting and moving a heavy load in a feeding direction; a plurality of push-up jacks 3 for movably supporting a heavy load support surface 2a of the crawler 2 from under in a height direction, which are juxtaposed along the feeding direction; a body 5 on which the push-up jacks 3 are mounted; a plurality of vertical jacks 6 for movably supporting the body 5 in the height direction. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供能够容易且连续地进给和竖立不均匀的横梁的重载荷传递台和重载承载系统。解决方案：重载转台1包括用于在进给方向上支撑和移动重载荷的履带2; 多个上推千斤顶3，用于沿着进给方向并列地沿高度方向从下方移动地支撑履带2的重载支承面2a; 其上安装有上推千斤顶3的主体5; 多个垂直千斤顶6，用于在高度方向上可移动地支撑主体5。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2013163905A Construction method for lining 有权
标题翻译：内衬施工方法
公开(公告)号：JP2013163905A
公开(公告)日：2013-08-22
申请号：JP2012026771
申请日：2012-02-10
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 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： KATO MOTOKI , MORISHITA KUNIHIRO , INOUE KOICHI , HASEGAWA YORIYUKI , MAKIMOTO HIDEKI
IPC分类号： E04G23/02 , F23J13/02
摘要： PROBLEM TO BE SOLVED: To provide a method for efficiently constructing a new lining without dismantling and removing an existing lining.SOLUTION: In a method for constructing a new lining 3 on the inside with respect to an existing lining 2 provided inside an external cylinder 1 of a chimney 10, the new lining 3 has a plurality of steel segment panels 4 sequentially arranged in the circumferential direction and height direction of the existing lining 2 and joined to one another, and is joined to the existing lining 2 and external cylinder 1 of the chimney 10 by an attachment structure which allows height-direction thermal expansion of the new lining in a plurality of positions in the circumferential direction and the height direction.
摘要翻译：要解决的问题：提供一种在不拆卸和除去现有衬里的情况下有效地构建新衬里的方法。解决方案：在内部相对于设置在外筒1内的现有衬里2构造新衬里3的方法的烟囱10中，新衬里3具有多个沿着现有衬里2的圆周方向和高度方向排列并且彼此接合的钢段面板4，并且连接到现有的衬里2和外筒1 烟囱10通过附加结构，允许新的衬里在圆周方向和高度方向上的多个位置中的高度方向的热膨胀。

4. 发明专利

JP2012158911A Aseismic structure 有权
标题翻译： ASEISMIC结构
公开(公告)号：JP2012158911A
公开(公告)日：2012-08-23
申请号：JP2011019409
申请日：2011-02-01
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： INOUE KOICHI , MORISHITA KUNIHIRO , KANAYAMA HARUYUKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismic structure capable of being installed in a narrow space while having an attenuation section to add attenuation as well as a brace section which plasticizes when receiving a load.SOLUTION: An aseismic structure 10 comprises: an attenuation section 70 (an oil damper 71) which is installed inside a plane of structure 5 of a frame composed of columns 2 and beams 3 and adds attenuation to the frame; and a brace section 80 which has a first brace 81 and a second brace 82. In the brace section 80, when tensile axial force is generated in one of the first brace 81 or the second brace 82, a compressive axial force is generated in the other of the first brace 81 or the second brace 82. Also, when the tensile axial force exceeds a yield load, either of the braces 81 or 82 plasticizes. Moreover, the attenuation section 70 and the brace section 80 are arranged in parallel.
摘要翻译：要解决的问题：提供能够安装在狭窄空间中的抗震结构，同时具有增加衰减的衰减部分以及在接收负载时塑化的支撑部分。解决方案：抗震结构10包括：衰减部70（油阻尼器71），其安装在由列2和梁3组成的框架的结构5的平面内，并且对框架增加衰减; 以及具有第一支架81和第二支架82的支撑部分80.在支撑部分80中，当在第一支架81或第二支架82之一上产生拉伸轴向力时，在第一支架81或第二支架82中的另一个。此外，当拉伸轴向力超过屈服载荷时，支架81或82中的任一个增塑。此外，衰减部70和支架部80平行配置。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2013160020A Structure of beam-column joint 有权
标题翻译：梁柱结构的结构
公开(公告)号：JP2013160020A
公开(公告)日：2013-08-19
申请号：JP2012024850
申请日：2012-02-08
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 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： INOUE KOICHI , MORISHITA KUNIHIRO , KISHI AKINOBU , ABE HIROSHI , MASUDA ICHIRO
IPC分类号： E04B1/24 , E01D19/02 , E01D21/00 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a structure of a beam-column joint, which can reduce costs by reducing locations needing an increase in plate thickness due to stress concentration.SOLUTION: A joint, in which a column 2 and a beam 3 each having a rectangular cross-section are joined together, includes: the column 2 which comprises a pair of column flanges 22 and 24 and a pair of column webs 21 and 21; the beam 3 which comprises a pair of beam flanges 23 and 25 and the pair of beam webs 21 and 21; and a diaphragm 27 which is provided in a crossing portion 20 formed by the column 2 and the beam 3. The diaphragm 27, which is inclined with respect to both a material axis direction of the beam 3 and a material axis direction of the column 2, connects the beam flanges 23 and 25 and the column flanges 22 and 24 together.
摘要翻译：要解决的问题：提供一种梁柱接头的结构，其可以通过减少由于应力集中引起的板厚增加的位置来降低成本。解决方案：接头，其中柱2和梁3各自具有矩形横截面连接在一起，包括：柱2，其包括一对柱凸缘22和24以及一对柱腹板21和21; 梁3，其包括一对梁凸缘23和25以及一对梁腹板21和21; 以及设置在由柱2和梁3形成的交叉部20中的隔膜27.相对于梁3的材料轴方向和列2的材料轴方向倾斜的隔膜27 将梁凸缘23和25以及柱凸缘22和24连接在一起。

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

JP2011042974A Vibration control device and structure having the same and aseismatic device and structure having the same 审中-公开
标题翻译：振动控制装置及具有该振动控制装置的结构和具有相同装置的结构及其结构
公开(公告)号：JP2011042974A
公开(公告)日：2011-03-03
申请号：JP2009191683
申请日：2009-08-21
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： INOUE KOICHI , HARADA HIDEAKI , KANAYAMA HARUYUKI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control device which sufficiently exhibits earthquake-resistant and seismic control functions even if installed in the plane of structure with a narrow frontage. SOLUTION: This vibration control device 10 installed in the plane of structure 2 of the frame 1 of a structure includes an earthquake-resistant brace 20 and a viscous seismic control damper 50. The earthquake-resistant brace 20 resists an external force caused by an earthquake movement until a breaking strength Qc is applied thereto. When a load exceeding the breaking strength Qc is applied to the brace, part of the brace (shear pin 29) is broken, and the earthquake-resistant brace 20 loses a resistance against the earthquake movement. When the earthquake-resistant brace 20 loses the resistance, the vibration control device 10 controls a large earthquake movement by the operation of the viscous seismic control damper 50. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供即使安装在具有狭窄的正面的结构的平面中也能充分展现抗震和地震控制功能的振动控制装置。解决方案：安装在结构的框架1的结构2的平面中的该振动控制装置10包括抗震支架20和粘性地震控制阻尼器50.防震支架20抵抗外力通过地震运动直到施加断裂强度Qc。当超过断裂强度Qc的载荷施加到支架时，支架（剪切销29）的一部分被破坏，并且防震支架20失去抵抗地震运动的阻力。当防震支架20失去阻力时，振动控制装置10通过粘性地震控制阻尼器50的操作来控制大的地震运动。（C）2011，JPO＆INPIT

8. 发明专利

JP2008208646A Method for constructing bridge 有权
标题翻译：桥梁构造方法
公开(公告)号：JP2008208646A
公开(公告)日：2008-09-11
申请号：JP2007047553
申请日：2007-02-27
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： INOUE KOICHI , IMAZAKI MASATO
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a bridge capable of suppressing construction cost and maintaining the accuracy of the shape of the bridge while minimizing the occupied space under the bridge. SOLUTION: A bent 12 serving as a temporary pier is installed at a position apart from a first pier 2a in the direction of constructing the bridge 1. A bridge block 4 is installed between the bent 12 and the first pier 2a. A new bent 12 is installed at a position apart from the bent 12 positioned at the outermost end in the installation direction in the direction of installing it. The attitude of each existing bridge block 4 is measured, the completed shape of the bridge 1 is predicted according to the measurement information, and the connection angle ε between the bridge block 4 positioned at the outermost end in the installation direction and the newly installed bridge block 4 is so determined that the error of shape between the predicted completed shape and a target completed shape comes within the allowable range. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够抑制桥梁的建筑成本并保持桥梁的形状精度的桥梁的方法，同时最小化桥下的占用空间。解决方案：在构成桥梁1的方向上，在与第一墩2a隔开的位置处安装用作临时墩的弯曲12。在弯曲部12和第一墩2a之间安装有桥墩4。新的弯曲部12安装在与安装方向的位于安装方向的最外端的弯曲部分12的位置。测量每个现有桥接块4的姿态，根据测量信息预测桥1的完成形状，并且将位于安装方向最外端的桥接块4与新安装的桥之间的连接角ε 块4被确定为预测完成形状与目标完成形状之间的形状误差在允许范围内。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2007046376A Construction method of bridge, superstructure work of the bridge and expansion device 有权
标题翻译：桥梁和扩展装置的桥梁结构方法，超级结构工程
公开(公告)号：JP2007046376A
公开(公告)日：2007-02-22
申请号：JP2005233221
申请日：2005-08-11
申请人： Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Otaki Jack Kk , 三菱重工橋梁エンジニアリング株式会社 , 大瀧ジャッキ株式会社
发明人： INOUE SHIGEO , NAKADE OSAMU , YAMAUCHI TAKASHI , INOUE KOICHI , SHIJO RIKUMA , ITO YOSHIHIKO , TAKII RYOICHI
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a bridge capable of further lightening traffic regulation and reducing a construction cost. SOLUTION: The construction method of the bridge is so characterized that at least one of both side end sections of superstructure work 5 to be constructed on a pier 3 is used as the end section divided body 19 divided in the direction intersecting a bridge axis to the central structure body 17, the end section divided body 19 is connected to the central structure body 17 in a movable manner, at least one end section divided body 19 is conveyed to a position so as to cross at approximately right angles to the central structure body 17 in a state to oscillate to the above, the superstructure work 5 is constructed on the pier 3 and that a pavement 16 is constructed on a floor slab 7 of the central structure body 17 to partially make trafficable. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够进一步减轻交通管制并降低施工成本的桥梁的施工方法。解决方案：桥梁的施工方法的特征在于，使用要在墩3上构造的上层建筑工程5的两个侧端部中的至少一个用作在与桥架相交的方向上分割的端部分割体19 轴端部分割主体19以可移动的方式连接到中心结构体17上，至少一个端部分隔体19被传送到与大致直角相交的位置中心结构体17处于振荡状态，上部结构工件5构造在码头3上，并且路面16构造在中央结构体17的楼板7上，以部分地使得交通。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2007126848A Aseismatic repair method of existing bridge 审中-公开
标题翻译：现有桥梁的三维修复方法
公开(公告)号：JP2007126848A
公开(公告)日：2007-05-24
申请号：JP2005319104
申请日：2005-11-02
申请人： Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工橋梁エンジニアリング株式会社
发明人： MYOJIN HISAYA , INOUE KOICHI , NAKADE OSAMU
IPC分类号： E01D22/00 , E01D4/00 , E01D6/00 , E01D19/00
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic repair method of an existing bridge allowing a hysteresis damper manufactured beforehand as designed, to be mounted as it is in a position where an existing brace was mounted. SOLUTION: The aseismatic repair method of the existing bridge comprises column members 14 supporting a bridge girder 12; a plurality of horizontal members 15 horizontally connecting these column members 14; and a plurality of braces 16 obliquely arranged between the column members 14 and the horizontal members 15. In this case, length adjustable temporary braces 17 are arranged almost parallel with the braces 16, and after the length of the temporary braces 17 are respectively adjusted to nullify dead load stress of the braces 16, the braces 16 are removed. Instead, hysteresis braces having equivalent plastic deformation characteristics to compressive force and tensile force are mounted, and then the temporary braces 17 are removed. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种现有桥梁的抗震修复方法，其允许预先制造的滞后阻尼器被设计成要被安装在现有的支架安装位置。解决方案：现有桥梁的抗震修复方法包括支撑桥梁梁12的柱构件14; 水平连接这些柱构件14的多个水平构件15; 以及倾斜地布置在柱构件14和水平构件15之间的多个支架16.在这种情况下，长度可调的临时支架17布置成与支架16几乎平行，并且在临时支架17的长度分别被调整到消除支架16的静载荷应力，去除支架16。相反，安装具有与压缩力和拉力相当的塑性变形特性的滞后支架，然后移除临时支架17。版权所有（C）2007，JPO＆INPIT

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