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1. 发明专利

JP2006028902A Earthquake resistant reinforcing structure of existing steel tower 有权
标题翻译：现有钢结构的抗震强化结构
公开(公告)号：JP2006028902A
公开(公告)日：2006-02-02
申请号：JP2004209745
申请日：2004-07-16
申请人： Chubu Electric Power Co Inc , Nippon Steel Corp , 中部電力株式会社 , 新日本製鐵株式会社
发明人： SUZUKI KAZUSADA , TAKEUCHI TORU , SUGIMOTO YASUO , OKOCHI YASUO
IPC分类号： E04H12/10 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant reinforcing structure of the existing steel tower necessary to only raise buckling proof stress.
SOLUTION: In the earth resistant reinforcing structure of the existing steel tower, an adhesion preventive coat 11 preventing the adhesion of mortar or concrete over the outside in the longitudinal direction of a steel-made closed section members 4 or steel-made L-shaped section members comprised of the steel tower 1, and cylindrical buckling restrained members 10 constituted by connecting a plurality of split type buckling restrained pieces 12 to each other are arranged to the outside of the steel-made closed section members 4 or the L-shaped section members forming the adhesion preventive coat 11 so as to surround them and, at the same time, the mortar or the concrete is filled/solidified between the adhesion preventive coat 11 and the cylindrical buckling restrained members 10. Short local section buckling prevention reinforcing members 7 opposite at an interval in the longitudinal direction of the steel-made closed section members 4 or the L-shaped section members are fixed, at the same time, the adhesion preventive coat 11 is provided, the cylindrical buckling restrained members 10 are arranged so as to surround them, and the mortar or the concrete 5 is filled/solidified between the adhesion preventive coat 11 and the cylindrical buckling restrained members 10.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供现有钢塔的抗震加固结构，只能提高抗弯强度。解决方案：在现有钢塔的防土加固结构中，防止灰浆或混凝土在钢制封闭部件4或钢制L的长度方向上的外侧附着的防粘连层11 由钢塔1构成的截面构件和通过将多个分割型屈曲限制件12彼此连接而构成的圆柱形弯曲限制构件10布置在钢制封闭区段构件4或L- 形成防粘连涂层11以便包围它们并且同时在防粘连涂层11和圆柱形弯曲限制件10之间填充/固化砂浆或混凝土的截面部件。短的局部部分抗弯强度增强在钢制封闭部件4或L形部件的长度方向上相对的构件7固定在同时，设置防粘连涂层11，圆柱形弯曲限制构件10被布置成围绕它们，并且砂浆或混凝土5在防粘连涂层11和圆柱形弯曲限制构件10之间填充/固化（C）2006年，JPO＆NCIPI

2. 发明专利

JP2004270319A Antiseismic reinforcing joint structure 有权
公开(公告)号：JP2004270319A
公开(公告)日：2004-09-30
申请号：JP2003063217
申请日：2003-03-10
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ICHIKAWA YASUSHI , SUZUKI KAZUSADA
IPC分类号： E04B1/58 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an antiseismic reinforcing joint structure high in durability, low in cost, short in reinforcing work and limiting a construction zone to allow the use of a space other than the construction zone.
SOLUTION: In this antiseismic reinforcing joint structure, a joint fitting for jointing an antiseismic reinforcing member to an intersection part of a structural member extending in two different directions is jointed to each structural member by a combination of one or a plurality of fixing means selected out of an adhesive, an after-executed anchor and a high tesnile bolt.
COPYRIGHT: (C)2004,JPO&NCIPI

3. 发明专利

JP2005213964A Vibration damping joint structure for column leg part and upper member 审中-公开
标题翻译：用于柱头部件和上部构件的振动阻尼接头结构
公开(公告)号：JP2005213964A
公开(公告)日：2005-08-11
申请号：JP2004025079
申请日：2004-02-02
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUZUKI KAZUSADA
IPC分类号： E04B1/24 , E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration damping joint structure for a column leg part and an upper member, having simple lower-cost construction with stable vibration damping effects.
SOLUTION: In the vibration damping joint structure for the column leg part and the upper member, the column leg part to be fixed onto a foundation and the upper member to be joined to the column leg part are joined together with a splicing plate having a plasticized portion and a separate buckling constraining member is mounted on the plasticized portion for constraining the buckling of the plasticized portion.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于柱腿部和上部构件的减振接头结构，其具有简单的低成本构造，具有稳定的减振效果。解决方案：在用于柱腿部和上部构件的减振接头结构中，固定在基座上的柱腿部和与柱腿部接合的上部构件用拼接板具有塑化部分和单独的屈曲约束构件被安装在塑化部分上以约束塑化部分的弯曲。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2004308329A Composite member composed of wooden member and steel member 有权
公开(公告)号：JP2004308329A
公开(公告)日：2004-11-04
申请号：JP2003105744
申请日：2003-04-09
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAMURA HIROSHI , TAKEUCHI TORU , HASEGAWA HISAMI , SUZUKI KAZUSADA , YAZAWA JUNICHI
IPC分类号： B27M3/00 , E04C3/292
摘要： PROBLEM TO BE SOLVED: To provide a composite member preventing a displacement due to a shear force between a steel member and a wooden member, having a high durability and being composed of the steel member and the wooden member.
SOLUTION: A plurality of the wooden members or glued laminated woods are fixed onto at least one steel member by clamping bolts, the wooden members or the glued laminated woods are arranged on the surface side, at least one shear member is fixed onto the steel member, and the shear member is bitten into the wooden members or the glued laminated woods, thus constituting the composite member consisting of the wooden members and the steel member.
COPYRIGHT: (C)2005,JPO&NCIPI

5. 发明专利

JP2004150266A Base isolation device 有权
标题翻译：基座隔离装置
公开(公告)号：JP2004150266A
公开(公告)日：2004-05-27
申请号：JP2003384501
申请日：2003-11-14
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , WATANABE ATSUSHI , SUZUKI KAZUSADA
IPC分类号： E04B1/36 , E02D27/34 , E04H9/02 , F16F7/00 , F16F7/12 , F16F15/02 , F16F15/04 , F16F15/06
摘要： PROBLEM TO BE SOLVED: To provide a base isolation device for dispersing a part for receiving stress of a member over the whole member, and absorbing energy by an earthquake by effectively using the whole member by expanding a plasticization range.
SOLUTION: This plastic history type base isolation device has a damping mechanism for respectively fixing both end parts of a plurality of U-shaped curved members composed of an elastic plastic material to an upper structure and a lower structure, and has an U-shaped curved member having the ratio of a tip width to an end part width of the curved members falling within a range larger than 1 and smaller than 2, having the straight line part length of the U-shaped curved member of 10 cm to 70 cm, and having the ratio of the curved part length of the U-shaped curved member to the plate thickness of the member larger than 2.5.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种基体隔离装置，用于分散用于在整个构件上接收构件的应力的部件，并且通过扩大塑化范围有效地使用整个构件，通过地震来吸收能量。解决方案：该塑料历史型基体隔离装置具有用于将由弹性塑料材料构成的多个U形弯曲构件的两个端部分别固定到上部结构和下部结构的阻尼机构，并且具有U 形弯曲构件，其顶端宽度与弯曲构件的端部部分宽度的比率落入大于1且小于2的范围内，其中U形弯曲构件的直线部分长度为10cm至70 并且具有U形弯曲构件的弯曲部分长度与构件的板厚度的比率大于2.5。版权所有（C）2004，JPO

6. 发明专利

JP2005188035A Vibration control structure for building structure 有权
标题翻译：建筑结构振动控制结构
公开(公告)号：JP2005188035A
公开(公告)日：2005-07-14
申请号：JP2003427130
申请日：2003-12-24
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , SUZUKI KAZUSADA
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02 , F16F15/023 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a vibration control structure for a building structure which can be set without interfering the field of a view or bothering the movement of a person even with the presence of an opening such as a window or a door of a building, by forming an energy absorbing member as a special structure, to thereby improve the degree of freedom of the design of the vibration control structure. SOLUTION: The vibration control structure for the building structure is formed of columns and beams. Specifically a strut 8 is arranged at an intermediate location of the beam 3 between the adjacent columns 2, and the vibration energy absorbing member 10 is horizontally set at a location between the strut 8 and the column 2 that avoids a building member such as the window, the door, or the opening. The vibration energy absorbing member is formed by buckling and binding an energy absorbing core 17 by a buckling binding member formed of a coated steel 15 or the like. Then one end of the vibration energy absorbing member 10 is fixed to the strut 8 and the other end of the same is fixed to the column 2. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于建筑结构的振动控制结构，其可以在不影响人的视野或扰乱人的运动的情况下进行设置，即使存在诸如窗户或门的开口通过形成作为特殊结构的能量吸收构件，从而提高了振动控制结构的设计的自由度。解决方案：建筑结构的振动控制结构由柱和梁组成。具体地，支柱8布置在相邻列2之间的梁3的中间位置处，并且振动能量吸收构件10被水平地设置在支柱8和柱2之间的位置，以避免诸如窗口的建筑构件，门或开口。振动能量吸收构件通过由涂覆钢15等形成的弯曲结合构件对能量吸收芯17进行屈曲和结合而形成。然后将振动能量吸收件10的一端固定在支柱8上，另一端固定在支柱2上。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004278293A Beam joint structure and buckling restraining member used therefor 有权
标题翻译：光束接头结构及其使用的起重机械构件
公开(公告)号：JP2004278293A
公开(公告)日：2004-10-07
申请号：JP2004046460
申请日：2004-02-23
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUZUKI KAZUSADA , MAEDA YASUSHI , NAKADA YASUHIRO , NAKAMURA HIROSHI , TAKEUCHI TORU
IPC分类号： E04B1/24 , E04B1/58 , F16F7/12
CPC分类号： E04B1/2403 , E04B2001/2415 , E04B2001/2442 , E04B2001/2448 , E04B2001/2454 , E04B2001/2457 , E04H9/024
摘要： PROBLEM TO BE SOLVED: To provide a beam joint structure capable of lengthening a plasticized part in a splice plate to make small the strain in this part, preventing the lowering of fatigue characteristic also to a quick deformation in the case of earthquake without varying mechanical characteristics of the splice plate without being welded to the splice plate and preventing the beam as a main structural member from being plasticized to facilitate the repair in the case of earthquake.
SOLUTION: The beam joint structure is so constituted that a beam flange 1 is connected to a flange 7 on a column side with a fixed means through the splice plate 9 having the plasticized part in the intermediate section. A separate buckling restraining member 13 restraining the buckling of the plasticized part 11 is provided to the plasticized part 11 of the splice plate 9 in an unadhering state.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够延长接合板中的塑化部分的梁接头结构，以在该部分中产生较小的应变，防止疲劳特性的降低也在地震的情况下快速变形，而没有接合板的不同的机械特性而不被焊接到接合板并且防止作为主要结构构件的梁被塑化以便于在地震的情况下进行修理。解决方案：梁接头结构构造成使得梁凸缘1通过具有中间部分中的增塑部分的接合板9以固定装置连接到柱侧上的凸缘7。在未连接状态下，在接合板9的塑化部11上设置有抑制塑化部11的弯曲的单独的屈曲抑制构件13。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2006028901A Aseismatic reinforcing structure of existing steel structure 有权
标题翻译：现有钢结构的ASEISMATIC加固结构
公开(公告)号：JP2006028901A
公开(公告)日：2006-02-02
申请号：JP2004209742
申请日：2004-07-16
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUZUKI KAZUSADA , TAKEUCHI TORU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide the aseismatic reinforcing structure of an existing steel structure improvable in buckling yield strength.
SOLUTION: In this aseismatic reinforcing structure of the existing steel structure, a plurality of axially extending split type buckling restraining pieces 12 are arranged to surround the outside of an existing structural member 1 constituting the existing steel structure, and a buckling restraining member 10 formed in cylindrical shape by connecting them is arranged through a clearance G to maintain a non-sticking state between the structural member 1 and the buckling restraining member 10. The clearance G is formed of an antisticking coat 11 or a void provided on the outer surface of the existing structural member 1.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供可以改善屈曲屈服强度的现有钢结构的抗震加强结构。解决方案：在现有钢结构的这种抗震加强结构中，多个轴向延伸的分裂型屈曲约束件12被布置成围绕构成现有钢结构的现有结构构件1的外侧，并且弯曲限制构件 10通过连接形成为圆柱形，通过间隙G布置以在结构构件1和屈曲限制构件10之间保持不粘附状态。间隙G由防粘涂层11或设置在外侧的空隙形成现有结构件1的表面。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2005042537A Vibration control brace and structure 有权
标题翻译：振动控制系统和结构
公开(公告)号：JP2005042537A
公开(公告)日：2005-02-17
申请号：JP2004202214
申请日：2004-07-08
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAMURA HIROSHI , SUZUKI KAZUSADA , NAKADA YASUHIRO , SHIRAI TAKASHI
IPC分类号： E04B2/56 , E04B1/24 , E04B1/58 , E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control brace and a structure capable of sufficiently absorbing vibration energy by developing a rigidity and a strength intended by an axial force member in design.
SOLUTION: The axial force member 2 developing a resistance against a tensile force or a compressive force, a constraining member 3 constraining the axial force member 2, an auxiliary rigid part 22 supplementing the rigidity of the axial force member 2, and an adhesion prevention film 4 preventing the adhesion of the constraining member 3 to the auxiliary rigid part 22. A vibration control brace 1 in which the axial length of the auxiliary rigid part 22 and the size of a clearance between the auxiliary rigid part 22 and the constraining member 3 are set is adopted so that the end part of the axial force member 2 is not rotated larger than a specified angle in the axial direction when the compressive force acts on the axial force member 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种振动控制支架和能够通过在设计中产生轴向力构件所要求的刚性和强度来充分吸收振动能量的结构。解决方案：轴向力构件2产生抗张力或压缩力的阻力，限制轴向力构件2的约束构件3，补充轴向力构件2的刚性的辅助刚性部22，以及防止粘合防止膜4阻止约束构件3与辅助刚性部分22的粘附。一种振动控制支架1，其中辅助刚性部件22的轴向长度和辅助刚性部件22与限制部件22之间的间隙尺寸采用成形体3，使得当压力作用在轴向力构件2上时，轴向力构件2的端部不旋转大于轴向的规定角度。（C）2005 ，JPO＆NCIPI

10. 发明专利

JP2004324270A Joint structure of structure using gusset plate and the building 有权
公开(公告)号：JP2004324270A
公开(公告)日：2004-11-18
申请号：JP2003121839
申请日：2003-04-25
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUZUKI KAZUSADA , MAEDA YASUSHI , TAKEUCHI TORU
IPC分类号： E04B1/58 , E04B1/19 , E04B1/24
CPC分类号： E04B1/24 , E04B2001/1918 , E04B2001/2406 , E04B2001/2415 , E04B2001/2451 , E04B2001/2454 , E04B2001/2496 , Y10T403/34 , Y10T403/44
摘要： PROBLEM TO BE SOLVED: To provide a joint structure, in which a stiffening rib plate is made unnecessary, a gusset plate can be reinforced by a brief connecting structure, the gusset plate is difficult to buckle itself out of plane even when a compression is applied to a diagonal member and a welding becomes unnecessary owing to omission of the rib plate and a problem such as the deterioration of quality due to defective welding can be solved by all bolted connection, and a building. SOLUTION: In the joint structure, in which the two sides of the gusset plate 21 are fixed onto two mutually crossed axial-force members such as a beam column, a truss frame or the like and the joint end section 4 of the diagonal member 3 such as a structural member extended from the inside held by both axial-force members, a vibration-control brace or the like is joined with the gusset plate 21, one end side of a connecting member 22 composed of L-shaped steel having a specified length or a splice plate with a rib is joined with the plate 21 by a bolt 13 while the other end side is joined with the joining end section 4 of the diagonal member 3 by the bolt 13. COPYRIGHT: (C)2005,JPO&NCIPI

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