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1. 发明专利

JP2006342510A MULTI-STORY SHEAR WALL 审中-公开
公开(公告)号：JP2006342510A
公开(公告)日：2006-12-21
申请号：JP2005166687
申请日：2005-06-07
申请人： TAKENAKA KOMUTEN CO
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , AIZAWA SATORU , KEI TAKAHIRO , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04H9/02 , E04B1/04
摘要： PROBLEM TO BE SOLVED: To provide a multi-story shear wall wherein an earthquake resisting wall is installed in the plane of a column-beam frame continuing in the vertical direction of a building. SOLUTION: The multi-story shear wall is formed on a story above a story wherein the earthquake resisting wall is not installed. A corrugated steel plate is installed as the earthquake resisting wall in the plane of the column-beam frame on the upper story in such a manner that a horizontal force can be transferred between the column-beam frame and the corrugated steel plate while a folded streak of the corrugated steel plate is horizontally directed. COPYRIGHT: (C)2007,JPO&INPIT

2. 发明专利

JP2006045776A Construction method of shear wall 有权
标题翻译：剪墙的施工方法
公开(公告)号：JP2006045776A
公开(公告)日：2006-02-16
申请号：JP2004223958
申请日：2004-07-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , AIZAWA SATORU , KEI TAKAHIRO , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04B2/56 , E04B1/20
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a shear wall formed by incorporating a corrugated steel plate into a plane of a peripheral frame made of precast concrete.
SOLUTION: Stud materials 4, etc. and a plate 5 joined to the stud materials 4, etc. are arranged in advance on an inner peripheral surface of a column-beam frame or a column-slab frame 1 made of precast concrete. A joining frame 8 is installed on the outer peripheral side of the corrugated steel plate 7. This corrugated steel plate 7 is incorporated into the plane 6 of the column-beam frame or the column-slab frame 1 in arrangement for setting its folding reinforcement in the horizontal direction. The plate 5 and the joining frame 8 are joined so that stress can be transmitted.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过将波纹钢板并入由预制混凝土制成的周边框架的平面中而形成的剪力壁的施工方法。解决方案：螺柱材料4等和连接到螺柱材料4等的板5预先设置在由预制混凝土制成的柱梁框架或柱板框架1的内周面上。接合框架8安装在波纹钢板7的外周侧。该波纹钢板7被并入到柱梁框架或柱板框架1的平面6中，用于将其折叠加强件水平方向。板5和接合框架8接合，使得能够传递应力。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2006037548A Seismic response control block wall structure 有权
标题翻译：地震反应控制墙壁结构
公开(公告)号：JP2006037548A
公开(公告)日：2006-02-09
申请号：JP2004220096
申请日：2004-07-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IKEDA TAKASHI , ITO TADASHI , SHUKURI KATSUNOBU , MITANI TAKASHI , MIYAUCHI YASUMASA , KANEKO HIROFUMI
IPC分类号： E04H9/02 , E04B2/56 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic response control block wall structure incorporated with a block wall formed by combining a steel block member having the size carriable by manpower and a low yield point steel block member in a plane of a column/beam frame of a building.
SOLUTION: The block wall is constituted by combining the steel block member having the size carriable by manpower and the low yield point steel block member, and the low yield point steel block member is arranged on at least one stage between the upper stage and the lower stage. The block wall is incorporated into a frame surface of the building, by arranging sufficient clearance between the left-right side edges and a column for deforming the low yield point steel block member lager than the steel block member, and its upper-lower edges are respectively joined to a beam.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地震响应控制块壁结构，其包括通过将具有可由人力移动的尺寸的钢块构件和低屈服点钢块构件组合在一起的柱/ 建筑物的梁架。解决方案：挡墙是通过将具有人力载物尺寸的钢块构件与低屈服点钢块构件组合而构成的，低屈服点钢块构件设置在上段之间的至少一个台和下阶段。通过在左右侧边缘之间布置足够的间隙和用于使低屈服点钢块构件变形的柱比钢块构件更大地将块壁结合到建筑物的框架表面中，并且其上下边缘是分别连接到一个梁。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2008031633A Earthquake-resisting wall or aseismic control wall, manufactured of corrugated steel plate, and its manufacturing method 有权
标题翻译：防腐墙或抗震墙，制造腐蚀钢板及其制造方法
公开(公告)号：JP2008031633A
公开(公告)日：2008-02-14
申请号：JP2006202872
申请日：2006-07-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , AIZAWA SATORU , KEI TAKAHIRO , KIMURA HIDEKI , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04B2/56 , E04C2/32 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing an earthquake-resisting wall or an aseismic control wall, exerting necessary and sufficient kinetic properties, by using a thin corrugated steel plate manufactured of a thin steel plate capable of being bend-molded by a generally used pressing machine, and the earthquake-resisting wall manufactured by the manufacturing method.
SOLUTION: At least two thin corrugated steel plates 2, which are molded by bending the thin steel plate in a corrugated shape, are superposed on one another in the state of being arranged with a spacer 3 sandwiched in between and with irregularities directed in the same direction. The superposed thin corrugated steel plates 2 etc. are integrally joined together in an out-of-plane direction by means of a bolt 4.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种制造抗震墙或抗震控制壁的方法，通过使用由能够弯曲的薄钢板制成的薄波纹钢板，发挥必要和足够的动力学性能，通过一般使用的压制机成型，以及通过制造方法制造的抗震壁。
解决方案：通过将薄钢板弯曲成波纹形状而成型的至少两个薄波纹钢板2彼此叠置在一起，间隔件3夹在其间并具有不规则导向的状态在同一个方向重叠的薄波纹钢板2等通过螺栓4在平面外的方向上整体地接合在一起。（C）2008年，JPO＆INPIT

5. 发明专利

JP2006336395A Earthquake resisting wall and its construction method 有权
标题翻译：地震电阻墙及其施工方法
公开(公告)号：JP2006336395A
公开(公告)日：2006-12-14
申请号：JP2005165021
申请日：2005-06-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , AIZAWA SATORU , KEI TAKAHIRO , MIYAUCHI YASUMASA , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04B2/56 , E04B1/22 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resisting wall which is constituted by horizontally installing a bending streak of a corrugated steel plate in the surface of a frame formed of a column of a building and a beam thereof, and a construction method for the earthquake resisting wall.
SOLUTION: Skeleton coupling steel is inserted through the column for a single story or a plurality of stories and the beam of prestressed precast concrete construction, and the column and the beam are integrated together by tensioning the steel and introducing prestress. The corrugated steel plate is installed in the surface of the frame formed of the column and the beam, so that a horizontal force can be transferred between the corrugated steel plate and the frame by horizontally directing the bending streak of the corrugate steel plate.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种抗震壁，其由在建筑物的梁和梁的框架的表面上水平地安装波纹钢板的弯曲条而构成，并且构造方法为抗震墙。
解决方案：骨架联轴器钢通过柱插入单层或多层故障和预应力预制混凝土结构梁，柱和梁通过张紧钢筋并引入预应力结合在一起。波纹钢板安装在由柱和梁形成的框架的表面中，从而通过水平地引导波纹钢板的弯曲条纹，可以在波纹钢板和框架之间传递水平力。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2006037628A Earthquake resistant reinforcement method for existing building 有权
标题翻译：用于现有建筑物的地震抗震加固方法
公开(公告)号：JP2006037628A
公开(公告)日：2006-02-09
申请号：JP2004222108
申请日：2004-07-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , AIZAWA SATORU , KEI TAKAHIRO , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a technique relating to provide an earthquake resistant reinforcement method capable of demonstrating an earthquake resisting effect and an earthquake mitigating effect almost without requiring reinforcement of an underground skeleton and column such as pile supporting the building and an upper skeleton of a beam in the technical field of an aseismatic reinforced method of existing building made of a reinforced concrete or a steel encased concrete structure.
SOLUTION: The earthquake resistant reinforcement method for an existing building comprises the step of fitting a reinforcement member into faces of a column/beam frame or a column/slab frame. A corrugated steel plate as a reinforcement member is fitted into faces of the frame with the line of corrugation being oriented horizontally to allow a horizontal force to be transmitted to/from the frame.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够提供抗震加强方法的技术，其能够显示出抗震效果和减震效果，几乎不需要加固地下骨架和塔如支撑建筑物的桩和现有建筑抗震加固技术领域的梁的上骨架由钢筋混凝土或钢包裹混凝土结构制成。解决方案：现有建筑物的抗震加固方法包括将加强构件装配到柱/梁框架或柱/板框架的表面中的步骤。作为加强构件的波纹钢板被装配到框架的表面中，其中波纹线被水平地定向以允许水平的力被传递到框架。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2006037585A Earthquake-resisting wall using corrugated steel plate with opening 有权
标题翻译：使用腐蚀性钢板开放的地震电阻墙
公开(公告)号：JP2006037585A
公开(公告)日：2006-02-09
申请号：JP2004221293
申请日：2004-07-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , AIZAWA SATORU , KEI TAKAHIRO , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall which enables an opening to be installed in a corrugated steel plate to be built in the surface of a column-beam frame or a column-slab frame.
SOLUTION: The corrugated steel plate is built in the surface of the column-beam frame or the column-slab frame, which causes story deformation by a horizontal force, so that the horizontal force can be transferred, by adopting a constitution wherein its bent bar is horizontally directed and which hardly resists vertical axial force and out-of-plane bending while resisting a horizontal shear force. The opening is formed in the corrugated steel plate, and a frame, which is composed of a longitudinal stiffening plate and a lateral stiffening plate, is assembled at the mouth edge of the opening.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种抗震墙，其能够将波纹钢板中的开口安装在塔梁框架或柱板框架的表面中。解决方案：波纹钢板内置在柱梁框架或柱板框架的表面，由于水平力导致故事变形，从而可以通过采用以下结构来传递水平力：其弯曲杆水平定向，并且在抵抗水平剪切力的同时几乎不能抵抗垂直轴向力和平面外弯曲。开口形成在波纹状钢板中，并且在开口的嘴缘处组装由纵向加强板和横向加强板构成的框架。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2010156183A Column wall member, column wall structure, building having the column wall structure, and method for manufacturing the column wall member 有权
标题翻译：柱状壁面，柱状结构，具有柱状结构的建筑物，以及用于制造柱壁构件的方法
公开(公告)号：JP2010156183A
公开(公告)日：2010-07-15
申请号：JP2009000155
申请日：2009-01-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , URABE AI , TAKEUCHI MITSURU , SHUKURI KATSUNOBU , IKEDA TAKASHI , NISHINOSONO KAZUKI
IPC分类号： E04B1/20 , E04B1/22 , E04B1/58 , E04B1/61 , E04B2/56 , E04C5/10 , E04C5/18 , E04G21/12 , E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To reduce time and labor for the bonding work of precast concrete column and wall, and to secure the bonding strength between the column and the wall. SOLUTION: A column wall member 12 includes the precast concrete column 24 and the precast concrete wall 26, and the wall 26 is integrated into the column 24. As the column wall member 12 is manufactured in a factory, the fixability of a horizontal reinforcement 46 arranged so as to extend between the column 24 and the wall 26 is improved to facilitate securing the bonding strength between the column 24 and the wall 26. As a result, mutual transmission of shearing force is excellent in comparison with the case where the column 24 and the wall 26 are bonded to each other at the site. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：减少预制混凝土柱和墙体的粘结作业的时间和人力，并确保柱与墙壁之间的粘结强度。解决方案：柱壁构件12包括预制混凝土柱24和预制混凝土壁26，并且壁26被集成到柱24中。当柱壁构件12在工厂中制造时，定影性改进了布置成在柱24和壁26之间延伸的水平加强件46，以有助于确保柱24和壁26之间的结合强度。结果是，剪切力的相互传递与以下情况相比优异：柱24和壁26在现场彼此结合。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2008031699A Joining structure of column-beam connection part 有权
标题翻译：柱梁连接部分的接合结构
公开(公告)号：JP2008031699A
公开(公告)日：2008-02-14
申请号：JP2006205098
申请日：2006-07-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NISHINOSONO KAZUKI , IKEDA TAKASHI , ISHIKAWA YUJI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joining structure of a column-beam connection part capable of providing sufficient joining strength, while facilitating joining work of a column and beams by a simplified joining structure.
SOLUTION: This reinforced concrete column-beam connection part E where the beams 14 and 16 intersect with the columns 12, is composed of fiber reinforced concrete 32, and is integrated with an end part of beam main reinforcements 20A to 20D and 22A to 22D positioned above and below the column-beam connection part E. An anchoring strengthening means 28 is arranged in the end part of the beam main reinforcements, and a reinforcing member 30 is arranged outside the beam main reinforcements in the column-beam connection part E. End surfaces of the beam main reinforcements are mutually opposed. The sufficient joining strength of the column-beam connection part E can be provided by the joining structure 10 of the column-beam connection part having the anchoring strengthening means 28, the fiber reinforced concrete 32 and the reinforcing member 30, and the joining work can be easily performed.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供能够提供足够的接合强度的柱梁连接部分的接合结构，同时通过简化的接合结构便于柱和梁的接合工作。
解决方案：梁14和16与柱12相交的钢筋混凝土柱梁连接部分E由纤维增强混凝土32组成，并与梁主加强件20A至20D和22A的一端部到22D，位于梁梁连接部分E的上方和下方。锚梁加强装置28设置在梁主加强件的端部中，并且加强件30布置在柱梁连接部分中的梁主加强件的外侧梁主加强筋的端面相互相对。通过具有锚定加强装置28，纤维混凝土32和加强构件30的柱梁连接部的接合结构10可以提供柱梁连接部E的足够的接合强度，并且接合作业可以容易执行。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2006037586A Earthquake-resisting wall using corrugated steel plate 有权
标题翻译：使用腐蚀钢板的地震电阻墙
公开(公告)号：JP2006037586A
公开(公告)日：2006-02-09
申请号：JP2004221368
申请日：2004-07-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , AIZAWA SATORU , KEI TAKAHIRO , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall using a corrugated steel plate, wherein the corrugated steel plate is constitutionally joined to only either a column or a beam forming a frame. SOLUTION: The corrugated steel plate is built in the surface of the column-beam frame or the column-slab frame, which causes story deformation by a horizontal force, so that the horizontal force can be transferred, by adopting a constitution wherein its bent bar is horizontally directed and which hardly resists vertical axial force and out-of-plane bending while resisting a horizontal shear force. A shear force transfer element is provided on the inner peripheral side of either the column-slab or the beam-slab, which forms the frame. A joining frame is attached to a horizontal or vertical side along the whole peripheral side of the corrugated steel plate, or a side which is not provided with the shear force transfer element, and bolting or welding makes the corrugated steel plate joined to the frame by means of the shear force transfer element in such a manner as to be capable of transferring the horizontal force. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种使用波纹钢板的耐震墙，其中波纹钢板仅组合地连接到形成框架的柱或梁。解决方案：波纹钢板内置在柱梁框架或柱板框架的表面，由于水平力导致故事变形，从而可以通过采用以下结构来传递水平力：其弯曲杆水平定向，并且在抵抗水平剪切力的同时几乎不能抵抗垂直轴向力和平面外弯曲。剪切力传递元件设置在形成框架的柱板或梁板的内周侧。接合框架沿着波纹状钢板的整个外周侧或不具有剪切力传递元件的一侧附接到水平或垂直侧，并且螺栓连接或焊接使波纹钢板通过剪切力传递元件的装置以能够传递水平力的方式。版权所有（C）2006，JPO＆NCIPI

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