专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2014055437A Tower-shaped structure and construction method of tower-shaped structure 有权
标题翻译：塔式结构的塔式结构与构造方法
公开(公告)号：JP2014055437A
公开(公告)日：2014-03-27
申请号：JP2012200336
申请日：2012-09-12
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： MORISHITA KUNIHIRO , KATO MOTOKI , KANAYAMA HARUYUKI , SHINTANI MITSUHIRO , KOBAYASHI TOSHIYUKI , HAJIMA KATSUTOSHI
IPC分类号： E04H9/02 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a tower-shaped structure capable of effectively reducing seismic responses in both new and existent structures.SOLUTION: In a smoke stack 10, a tube body 1 includes a lower position α closer to a foundation, an upper position γ closer to a distal end and an intermediate position β located between the lower position α and the upper position γ and support members 100 are installed at least at the lower position α and the intermediate position β but no support member 100 is installed from the intermediate position β to the upper position γ, such that a support steel tower 2 and the tube body 1 are allowed to individually vibrate in a region higher than the intermediate position β. Thus, since the steel tower 2 and the tube body 1 are allowed to individually vibrate in the region higher than the intermediate position, an intrinsic period of the smoke stack 10 is made into long period and a seismic response level is reduced.
摘要翻译：要解决的问题：提供能够有效地降低新的和现有结构中的地震响应的塔架结构。解决方案：在烟囱10中，管体1包括靠近基座的较低位置α，较高位置 γ更接近远端和中间位置＆bgr; 位于下部位置α和上部位置γ之间的支撑构件100至少安装在下部位置α和中间位置bgr; 但没有从中间位置＆bgr安装支撑构件100; 到上部位置γ，使得支撑钢塔2和管体1能够在高于中间位置＆bgr的区域中单独地振动。因此，由于钢塔2和管体1能够在高于中间位置的区域内单独地振动，所以烟囱10的固有周期长时间变长，地震响应水平降低。

2. 发明专利

JP2012152802A Strain straightening method and strain straightening device 审中-公开
标题翻译：应变方法和应变装置
公开(公告)号：JP2012152802A
公开(公告)日：2012-08-16
申请号：JP2011015367
申请日：2011-01-27
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 SHIGEO , ISHII KEN , MORISHITA KUNIHIRO , HIRONAKA KEIJI , NAKADE OSAMU , SHIMOMURA KAZUYA
IPC分类号： B23K31/00 , B21D3/10
摘要： PROBLEM TO BE SOLVED: To provide a strain straightening method capable of straightening a longitudinal bending.SOLUTION: The strain straightening method is able to reduce welding strain by using a pressure roller 1 which acts on a reinforcement panel 100 placed on a conveyance path as a border from the upper part of the reinforcement panel 100 and using a pair of receiving rollers 2, 3 which acts on the reinforcement panel 100 placed on the conveyance path as a border from the other side of the conveyance path and are arranged to nip the pressure roller 1, and providing a load due to 3 points bending to the reinforcement panel 100. This invention confirms that a longitudinal bending is able to be easily straightened since a high temperature region HA where residual stress is generated by welding and is able to be selectively yielded to cause a plastic deformation.
摘要翻译：要解决的问题：提供能够矫正纵向弯曲的应变矫直方法。解决方案：应变矫直方法能够通过使用加压辊1来减小焊接应变，加压辊1作用在作为加强板100的上部的边界上的加强板100上，并且使用一对接收辊2,3，其作用在作为输送路径的另一侧的边界上作用在作为输送路径的加强面板100上，并被布置成夹持加压辊1，并且将3点弯曲的载荷提供给加强件本发明确认了由于通过焊接产生残余应力的高温区域HA，能够容易地进行纵向弯曲，并且能够选择性地产生塑性变形。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011161460A Welding method and welded member 有权
标题翻译：焊接方法和焊接部件
公开(公告)号：JP2011161460A
公开(公告)日：2011-08-25
申请号：JP2010024486
申请日：2010-02-05
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： INOUE SHIGEO , NEISHI TETSUYUKI , MORISHITA KUNIHIRO , OKUBO SEIJI , HIRAO KATSUYUKI , HASEGAWA YORIYUKI
IPC分类号： B23K9/173 , B23K9/12
摘要： PROBLEM TO BE SOLVED: To provide a welding method that can suppress increase in the temperature of a member to be welded to be low without incurring lowering of heat input which is accompanied with change in welding conditions. SOLUTION: The welded member 10 is obtained by welding a first member 1 to be welded and a second member 2 to be welded together, wherein a weld bead 3 by welding meanders and the meandering weld bead 3 is alternately formed in the first and the second member 1, 2 to be welded across a welding line 7. In the welded member 10, the weld bead 3 is intermittently formed in each of the first and the second member 1, 2 to be welded, so that a welding heat input is divided between the first and the second member 1, 2 to be welded. As a result, an increase in temperature can be suppressed on the rear face of a weld zone without reducing welding heat input per se. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种焊接方法，其可以抑制待焊接部件的温度升高而不引起伴随着焊接条件变化的热输入的降低。焊接部件10是通过焊接要焊接的第一部件1和被焊接在一起的第二部件2而获得的，其中通过焊接蜿蜒的焊道3和蜿蜒的焊道3交替地形成在第一以及要焊接在焊接线7上的第二构件2.在焊接构件10中，焊缝3间断地形成在待焊接的第一和第二构件1,2中的每一个中，使得焊接热输入在被焊接的第一和第二构件1,2之间划分。结果，可以在焊接区域的后表面上抑制温度的升高，而不会降低焊接热输入本身。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2009121050A Method of remodeling structural steelwork for seismic resistance, and seismic resistant structural framework 有权
标题翻译：重建结构钢结构抗震性能的方法及抗震结构框架
公开(公告)号：JP2009121050A
公开(公告)日：2009-06-04
申请号：JP2007293385
申请日：2007-11-12
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： MORISHITA KUNIHIRO , KATO MOTOKI , HONDA TOMOHIKO , MINEMATSU TORU , OKAMOTO YASUO
IPC分类号： E04G23/02 , E04B1/38 , E04B1/58 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method of efficiently installing an axial force transmission member.
SOLUTION: This method of remodeling structural steelwork comprises: a step of installing the axial force transmission member 6 to an existing brace 4 while bypassing an area which corresponds to a sectional area-reduced part before the sectional area-reduced part is formed; a step of forming the sectional area-reduced part after the axial force transmission member 6 is installed; a step of applying a seismic control damping processing to the sectional area-reduced part; and a step of removing the axial force transmission member 6. In the step of installing the axial force transmission member 6, the axial force transmission member 6 is axially fixed by ribs 69a, 69b which transmit an axial force to the axial force transmission member 6 when the axial force of compression acts on an existing brace 4.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种有效地安装轴向力传递部件的方法。解决方案：这种重构结构钢结构的方法包括：将轴向力传递构件6安装到现有的支架4上，同时在形成截面减小部分之前绕过对应于截面减小部分的区域 ; 在安装有轴向力传递部件6之后形成截面积减少部的步骤; 对截面减少部分施加地震控制阻尼处理的步骤; 以及去除轴向力传递部件6的步骤。在安装轴向力传递部件6的步骤中，轴向力传递部件6通过向轴向力传递部件6传递轴向力的肋69a，69b轴向固定当压缩的轴向力作用在现有的支架上时。版权所有：（C）2009，JPO＆INPIT

5. 发明专利

JP2008088756A Aseismatic repair method for existing building structure 有权
标题翻译：现有建筑结构的ASEISMATIC修复方法
公开(公告)号：JP2008088756A
公开(公告)日：2008-04-17
申请号：JP2006272918
申请日：2006-10-04
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： MORISHITA KUNIHIRO , OGI YASUO , KUBO EIICHIRO , KATO MOTOKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To reduce the relative displacement of a steel frame and a column and a beam when a horizontal force is applied to the column and the beam so that the column and the beam are deformed in the horizontal direction.
SOLUTION: A plurality of anchor bolts 11 are driven into the outer surface of the column 2 and a steel plate 12 for connection having a plurality of bolt holes for the anchor bolts 11 is placed so that its rear face is faced to the outer surface of the column 2. Then, a first nut 13 is fastened to each anchor bolt 11 for fixing the steel plate 12 for connection and a vertical steel frame 6 having a plurality of bolt holes for a plurality of the anchor bolts 11 on its web is placed so that the rear face of the web 6a is faced to the front surface of the steel plate 12 for connection. Then, a second nut 13a is fastened to each anchor bolt 11 for fixing the vertical steel frame 6 and grout 17 is filled between the front surface and the vertical steel frame 6 so as to form a step for mounting the vertical steel frame 6 in the longitudinal direction of the column 2.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：当向柱和梁施加水平力时，减小钢框架和柱和梁的相对位移，使得柱和梁在水平方向上变形。解决方案：多个锚固螺栓11被驱动到柱2的外表面中，并且具有用于锚定螺栓11的多个螺栓孔的用于连接的钢板12被放置成使得其后表面面向然后，将第一螺母13紧固到每个锚定螺栓11上，用于固定用于连接的钢板12，以及垂直钢框架6，其上具有用于多个锚固螺栓11的多个螺栓孔纸幅被放置成使得纸幅6a的后表面面对钢板12的前表面以进行连接。然后，将第二螺母13a紧固到每个锚定螺栓11上，以固定垂直钢框架6，并且将灌浆17填充在前表面和垂直钢框架6之间，以形成用于将垂直钢框架6安装在第2栏的纵向方向。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2007063854A Method of constructing one-column one-pile foundation structure 审中-公开
标题翻译：构造单柱单桩基础结构的方法
公开(公告)号：JP2007063854A
公开(公告)日：2007-03-15
申请号：JP2005251587
申请日：2005-08-31
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： KATO MOTOKI , MORISHITA KUNIHIRO , OKAMOTO YASUO , NISHI YUTAKA , MIYAKE HIROHISA
IPC分类号： E02D27/12 , E02D27/00 , E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a one-column one-pile foundation structure in which a core of a pile and a core of a column base can be correctly aligned with each other, and a pile driving error can be absorbed.
SOLUTION: In the method of constructing the one-column one-pile structure 10 in which the single column base 13 is supported by the single pile 11, the pile 11, the column base 13, and a connection member 12 connecting the pile 11 and the column base 13 are carried in the construction field individually from one another. Then the pile 11 is embedded in the ground G at a predetermined location, and the connection member 12 is mounted to the pile head of the pile 11, the core of the pile 11 is aligned with a core of the connection member 12, to thereby connect the pile 11 and the connection member 12. Thereafter the tip of the column base 13 is inserted into an internal space of the connection member 12 via the opening end of the connection member 12, and after adjusting vertical and horizontal positions of the column base 13, the connection member 12 and the column base 13 are connected to each other.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种构造一列一堆基础结构的方法，其中桩的芯和柱基的芯可以彼此正确地对齐，并且打桩误差可以吸收。解决方案：在构成单列底座13由单个桩11支撑的单列单桩结构10的方法中，桩11，柱底座13和连接构件12的连接构件12 桩11和柱基13彼此独立地承载在施工现场。然后，堆11在预定位置嵌入地面G，并且连接构件12安装到桩11的桩头，堆11的芯与连接构件12的芯对准，从而连接桩11和连接构件12.此后，柱基部13的末端经由连接构件12的开口端插入到连接构件12的内部空间中，并且在调整列底部的垂直和水平位置之后如图13所示，连接构件12和列底座13彼此连接。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006176996A Hysteresis damper 有权
标题翻译：滞后阻尼器
公开(公告)号：JP2006176996A
公开(公告)日：2006-07-06
申请号：JP2004369973
申请日：2004-12-21
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： MORISHITA KUNIHIRO , HARADA HIDEAKI , ISHII MOTOETSU , OGI YASUO
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a hysteresis damper capable of simplifying a structure, while reducing the bending moment applied to a structural member.
SOLUTION: This hysteresis damper 3 is arranged as a brace in a plane of structure 2 of a frame 1 of a building, and functions as a damper for absorbing vibrational energy of the building, and has one core material 7 formed of a material smaller in a yield stress degree than the frame 1, having one end part 7c joined to a part 9 of the frame 1 and having the other end part 7d joined to the other part 10 of the frame 1, and is characterized by respectively arranging plastic parts 7f and 7g between the one end part 7c and a central part 7e of the core material 7, and between the other end part 7d and the central part 7e of the core material 7.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够简化结构的滞环阻尼器，同时减少施加到结构构件的弯矩。解决方案：该滞后阻尼器3被布置为在建筑物的框架1的结构2的平面中的支架，并且用作吸收建筑物的振动能的阻尼器，并且具有一个芯材7，其由具有比框架1更小的屈服应力程度的材料，其具有接合到框架1的部分9并且具有与框架1的另一部分10接合的另一端部7d的一个端部部分7c，并且其特征在于分别布置一端部7c和芯材7的中心部7e之间的塑料部分7f和7g，以及另一端部7d和芯材7的中心部分7e之间。（C）2006， JPO＆NCIPI

8. 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。

9. 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

10. 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

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式