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1. 发明专利

JP2008088758A Earthquake-resisting wall using corrugated steel plate manufactured by ultra-high strength steel 有权
标题翻译：使用由超高强度钢制成的腐蚀钢板的地震电阻墙
公开(公告)号：JP2008088758A
公开(公告)日：2008-04-17
申请号：JP2006273069
申请日：2006-10-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , KIMURA HIDEKI , IKEDA TAKASHI
IPC分类号： E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall integrally joining a corrugated steel plate manufactured by ultra-high strength steel to upper and lower beams or slabs or right and left columns of a building. SOLUTION: Shape steel flange parts 4 and 4 are formed by joining shape steels 3 and 3 sandwiching the corrugated steel plate 20 from both inside and outside surfaces by bolts, to both right and left end parts of the corrugated steel plate 20 manufactured by the ultra-high strength steel, and upper and lower end parts of the shape steel flange parts 4 are joined to the upper and lower beams or the slabs 5 and 5. Upper and lower end parts of the corrugated steel plate 20 manufactured by the ultra-high strength steel, are joined to the upper and lower beams or the slabs 5 and 5 by the bolts. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供将由超高强度钢制成的波纹钢板一体地连接到建筑物的上下梁或板或左右列的抗震壁。解决方案：形状钢法兰部分4和4是通过将形状钢3和3从内表面和外表面两端夹住波纹钢板20形成在波纹钢板20制造的左右两端部分通过超高强度钢，形状钢法兰部4的上端部和下端部与上下梁或板5,5接合。波纹状钢板20的上端部和下端部由超高强度钢通过螺栓与上下梁或板坯5,5接合。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2008007945A Earthquake resistant structure 有权
标题翻译：地震抗震结构
公开(公告)号：JP2008007945A
公开(公告)日：2008-01-17
申请号：JP2006176308
申请日：2006-06-27
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 , MIYAUCHI YASUMASA , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a structure for improving the earthquake resistant performance by disposing a waveform steel plate having a small resistance to the vertical axial force and bending in the out-of-plane direction although resisting internal bending and shearing force as a wall outside the structural plane of a column-beam frame between beams or slabs of upper and lower floors.
SOLUTION: As a wall erected between the beams or slabs of upper and lower floors causing inter-layer deformation by horizontal force, the waveform steel plate is disposed with the folding line pointing in the horizontal direction, a flange steel plate is connected to the waveform steel plate along the right and left side parts, a base plate is joined thereto along the upper and lower horizontal side parts, and the flange steel plate and the base plate are integrally joined at the intersection points to form a frame. The upper and lower base plates are joined to the beams or slabs of the upper and lower floors through a shearing force transmission element and installed.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种提高抗震性能的结构，即通过设置具有对垂直轴向力的小阻力和在平面外方向上的弯曲的波形钢板，尽管抵抗内部弯曲和剪切力作为在上下楼板的梁或板之间的柱梁框架的结构平面外的壁。解决方案：作为竖立在上下楼板梁之间的墙壁，通过水平力引起层间变形，波形钢板设置有折线指向水平方向，法兰钢板连接沿着左右侧的波形钢板，沿着上下水平侧部接合基板，并且在交叉点将凸缘钢板和基板一体地接合，形成框架。上下基板通过剪切力传递元件连接到上层和下层的梁或板，并安装。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2006336378A Earthquake resisting wall 有权
标题翻译：地震电阻墙
公开(公告)号：JP2006336378A
公开(公告)日：2006-12-14
申请号：JP2005164448
申请日：2005-06-03
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 , E04B1/18 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resisting wall which can exert a great bearing capacity on a vertical load, and which can sufficiently exert a high energy absorbing capacity brought about by high deformation performance and shearing yield, originally possessed by a corrugated steel plate.
SOLUTION: The corrugated steel plates 1 are assembled in an arrangement in which folded streaks of them are horizontally directed, into the plane of column-beam frames 3 and 4, causing story deformation by a horizontal force, or a column-slab frame; and the frames 3 and 4 or the column-slab frame and the corrugated steel plate 1 are joined together in such a manner that the horizontal force can be transferred. In the plane of the frames 3 and 4 or the column-slab frame, a stud 2 is joined to upper and lower beams 4 and 4 or a slab in such a manner that only a vertical load can be transferred.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在垂直载荷下施加大承载能力的抗震墙，并且能够充分发挥由于高变形性能和剪切屈服而产生的高能量吸收能力，原来由波纹钢板。
解决方案：波纹钢板1以其折叠条纹水平地引导到柱梁框架3和4的平面中的布置组装，引起水平力引起的故事变形或柱板帧; 并且框架3和4或列板框架和波纹钢板1以能够传递水平力的方式接合在一起。在框架3和4或列板框架的平面中，螺柱2以仅能够传递垂直载荷的方式连接到上梁4和下梁4或板坯。版权所有（C）2007，JPO＆INPIT

4. 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

5. 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

6. 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

7. 发明专利

JP2006037581A Earthquake resisting stud 有权
标题翻译：地震电阻研究
公开(公告)号：JP2006037581A
公开(公告)日：2006-02-09
申请号：JP2004221212
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： KANEKO HIROFUMI , OTA YOSHIHIRO , AIZAWA SATORU , KEI TAKAHIRO , IKEDA TAKASHI , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resisting steel stud fabricated from a corrugated steel sheet capable of making a high resistance against in-plane bending stress and shearing stress with less resistance against a vertical axial force and a bending stress in out-of-plane direction.
SOLUTION: In this earthquake resisting stud, a corrugated steel sheet 2 is arranged with its corrugated streak formed in a horizontal direction; steel flanges 3, 3 of the stud are jointed to the end portions of the corrugated steel sheet 2 arranged vertically; base plates 4, 4 are connected horizontally to upper and lower horizontal end portions; steel flanges 3, 3 are connected to the base plates 4, 4 with the intersecting points jointed as one; and the upper and lower base plates 4, 4 are connected to upper and lower beams or slabs 5 of a building.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种由波纹钢板制成的抗震钢柱，能够对面内的弯曲应力和剪切应力具有较高的阻力，同时具有较小的抗垂直轴向力和弯曲应力的阻力的平面方向。
解决方案：在这种抗震钉中，波纹钢板2布置成在水平方向上形成波纹状; 螺柱的钢制凸缘3,3接合在垂直布置的波纹状钢板2的端部上，基板4,4水平地连接到上下水平端部; 钢法兰3,3与基板4,4连接，相交点为一个; 并且上下基板4,4连接到建筑物的上梁和下梁5。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2010156178A Foundation structure and foundation construction method for large-scale temporary structure such as temporary roof 审中-公开
标题翻译：大规模临时结构的基础结构与基础施工方法作为临时屋顶
公开(公告)号：JP2010156178A
公开(公告)日：2010-07-15
申请号：JP2009000056
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： OKADA HIDEAKI , TANIMURA KAZUHIKO , IKEDA TAKASHI
IPC分类号： E02D27/01 , E02D27/08
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure and a foundation construction method for a large-scale temporary structure such as a temporary roof suitably executable in a site where excavation is impeded or limited due to the presence of historic remains, historically important cultural properties or the like, and allowing demolition and removal work to be efficiently performed when removing the large-scale temporary structure.
SOLUTION: An earthen floor slab 2 and a column base support block 3 supporting a column base 10a of the temporary structure are integrally constructed of cast-in-place concrete on the ground 11, and a plurality of precast concrete blocks 4 for weights are installed at both sides of the column base support block 3. The column base support block 3 and the precast concrete blocks 4 for the weights are strained by a PC steel member 5 penetrating horizontally in common and formed as an integral structure.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种大型临时结构的基础结构和基础施工方法，例如临时屋顶，由于历史遗迹的存在而在开挖受到阻碍或限制的场所中可适当地执行重要的文化财产等，并且在拆除大型临时结构时允许有效执行拆除和拆除工作。解决方案：支撑临时结构的塔底10a的土地楼板2和柱底座支撑块3由地面11上的现浇混凝土一体地构成，以及多个预制混凝土块4，用于重量安装在塔底支撑块3的两侧。塔底支撑块3和用于重物的预制混凝土块4由PC钢构件5应变，该PC钢构件5共同穿透并形成为一体结构。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2006037659A Continuous quake resisting wall 有权
标题翻译：连续测量墙
公开(公告)号：JP2006037659A
公开(公告)日：2006-02-09
申请号：JP2004222840
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 , KIMURA HIDEKI , MIYAUCHI YASUMASA , ISHIKAWA YUJI , IKEDA TAKASHI , YAMAMOTO MASAYUKI , UEDA TADAO , MUROYA TETSUYA , ASO NAOKI , HIRAKAWA YASUAKI , NAKANE KAZUTOMI
IPC分类号： E04H9/02 , E04B2/56 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a continuous quake resisting wall, attaining compatibility between the earthquake-proof effect and the absorbing effect of earthquake energy of the continuous quake resisting wall.
SOLUTION: A plurality of adjacent continuous quake resisting walls juxtaposed at spaces are connected to each other at intervals of a height by boundary beams constructed horizontally, and a corrugated steel plate is installed with the ridge line pointing in the horizontal direction in a frame plane formed by the adjacent quake resisting walls and the upper and lower boundary beams so that the horizontal force can be transmitted to and from the frame.
COPYRIGHT: (C)2006,JPO&NCIPI

10. 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

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