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1. 发明专利

JP2012144978A Precast reinforced concrete structure construction method 有权
标题翻译：预应力混凝土结构施工方法
公开(公告)号：JP2012144978A
公开(公告)日：2012-08-02
申请号：JP2012105535
申请日：2012-05-03
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKAMOTO KEISHIRO , YANAGISAWA NOBUYUKI , OGURA KIYOSHI , ISHIKAWA YUJI , SOGA YUTAKA , TANIMURA KAZUHIKO , YAMAMOTO MASAYUKI , KUSAKA SATORU
IPC分类号： E04B1/22
摘要： PROBLEM TO BE SOLVED: To eliminate work for placing cast-in-place concrete in joints between PCa members, and improve a degree of freedom in a PCa construction plan.SOLUTION: This PCa construction method includes a column installation step of positioning column members (5), a panel member installation step of moving panel members (1) down to column heads (8) of the column members until inserting column main reinforcements (6) of the column members through through-holes (4) of the panel members, respectively, and a beam portion joint step of joining beam potions (3) of the panel members to each other. With the panel members (1) moved down, adjacent joint surfaces (7) of the panel members are disposed substantially at the same position, and the adjacent beam portions are joined to each other via a steel connector or the like.
摘要翻译：要解决的问题：消除在PCa成员之间的关节中放置现浇混凝土的工作，并提高PCa施工计划中的自由度。解决方案：该PCa构造方法包括柱安装步骤，定位柱构件（5），将面板构件（1）移动到柱构件的柱头（8）的板构件安装步骤，直到插入柱主增强件（6）分别通过所述面板构件的通孔（4）和梁部分接合步骤，其将所述面板构件的梁部分（3）彼此连接。在面板构件（1）向下移动的情况下，面板构件的相邻接合面（7）基本上设置在相同的位置，并且相邻的梁部分通过钢连接器等彼此接合。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2008175004A Seismic response control member and seismic response control building used for boundary beam 有权
标题翻译：用于边界梁的地震反应控制构件和地震反应控制建筑
公开(公告)号：JP2008175004A
公开(公告)日：2008-07-31
申请号：JP2007010747
申请日：2007-01-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ASO NAOKI , KAWAI HIROSHI , OTA HIROAKI , SAKATA MASANORI , OTA YOSHIHIRO , KIMURA HIDEKI , KANEKO HIROFUMI , KEI TAKAHIRO , YAMAMOTO MASAYUKI
IPC分类号： E04H9/02 , E04B1/18 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic response control member constituted to be capable of freely adjusting a historical characteristic in response to horizontal force acting on a building and deformation of a frame in an earthquake; and a seismic response control building for securing and improving seismic response control performance by arranging the seismic response control member in an intermediate part of a reinforced concrete or steel frame reinforced concrete boundary beam for joining a column and a column or an earthquake resistant wall and an earthquake resistant element such as the column. SOLUTION: Upper-lower steel flanges 3b and 3b and a plurality of steel webs 3c. etc. vertically arranged at an interval between the upper-lower steel flanges 3b and 3b, are incorporated between a pair of steel end plates 3a and 3a. The seismic response control member 3 formed by integrally joining a steel end plate 3a, the steel flange 3b and the steel web 3c, is arranged in the intermediate part 2a of the reinforced concrete or steel frame reinforced concrete boundary beam 2 for joining the column 1 and the column 1 or the earthquake resistant wall 8 and the earthquake resistant element such as the column 1. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种地震响应控制构件，其构造成能够响应于作用在建筑物上的水平力和地震中的框架的变形而自由地调整历史特性; 以及用于通过将地震响应控制构件布置在钢筋混凝土或钢框架钢筋混凝土边界梁的中间部分中来确保和改善地震响应控制性能的地震响应控制建筑物，用于连接柱和柱或抗震墙和耐震元件如柱。
解决方案：上下钢凸缘3b和3b以及多个钢腹板3c。在上下钢凸缘3b和3b之间以一定间隔垂直设置的一对钢制端板3a和3a结合在一起。在钢筋混凝土或钢框架钢筋混凝土边界梁2的中间部分2a中设置由钢板3a，钢筋凸缘3b和钢筋网3c整体连接而形成的地震响应控制构件3，用于连接柱1 柱1或抗震墙8和抗震元件如柱1。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2006045933A Continuous layer core wall type seismic control high-rise multiple dwelling house building 有权
标题翻译：连续层芯壁型地震控制高层多层建筑房屋建筑
公开(公告)号：JP2006045933A
公开(公告)日：2006-02-16
申请号：JP2004229186
申请日：2004-08-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUSHI TAKUMI , YOSHIDA KEIKI , YAMAMOTO MASAYUKI , UEDA TADAO , OTA HIROAKI , KAWAI HIROSHI , HIGUCHI MITSURU , HANAI ATSUCHIKA , YOSHII NOBUYUKI , SHIBUTA SHOICHIRO , IMADA HARUO
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a multistory core wall type seismic control high-rise multiple dwelling house building open with a high degree of planning freedom by arranging continuous layer aseismatic walls bearing a greater part of seismic force, as aseismatic elements at a core part, providing an uppermost floor and an intermediate floor with girders for controlling the deformation of the continuous layer aseismatic walls, with a length extending from the continuous layer aseismatic wall to an outer peripheral part, and providing a living room part around the core with wide-span columns and beams or adopting a flat slab without a beam form.
SOLUTION: The core part 1 of the building is provided with the continuous layer aseismatic walls 2 for bearing a greater part of seismic force, suitably arranged in the required number. The uppermost floor and the intermediate floor are provided with the girders 11, 12 for controlling the deformation of the continuous layer aseismatic walls 2, with the length extending to the outer peripheral part and rigidly joined to the continuous layer aseismatic walls 2. Short-span boundary beams between the continuous aseismatic walls 2 and adjacent columns 15 at a corridor part 14 located between the core part 1 and the outer peripheral living room parts 13 are installed as seismic control beams 16.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过布置具有较大部分地震力的连续层抗震墙，提供具有高度规划自由度的多层岩心墙式地震控制高层多层住宅建筑，作为抗震元素芯部，提供最上层和中间地板，用于控制连续层抗震壁的变形，长度从连续层抗震壁延伸到外周部分，并且在芯周围提供起居室部分具有宽跨度的柱和梁或采用没有梁形的平板。解决方案：建筑物的核心部分1设置有连续层抗震墙2，用于承载大部分地震力，适当地布置在所需数量。最上面的地板和中间的地板设置有用于控制连续层抗震壁2的变形的桁材11,12，其长度延伸到外周部分并刚性地连接到连续层抗震墙2.短跨度在位于核心部分1和外围客厅部分13之间的走廊部分14处的连续抗震壁2和相邻列15之间的边界梁被安装为地震控制梁16.版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2004194609A Greening panel and greened wall surface 有权
公开(公告)号：JP2004194609A
公开(公告)日：2004-07-15
申请号：JP2002369427
申请日：2002-12-20
申请人： Asahi Kosan:Kk , Earth Green:Kk , Moss Catch System Yamagata:Kk , Takenaka Komuten Co Ltd , 有限会社アースグリーン , 株式会社モスキャッチシステム山形 , 株式会社朝日興産 , 株式会社竹中工務店
发明人： SAKUMA MAMORU , SATO KENJI , YAMAMOTO MASAYUKI , HIGASHIMOTO TAKAYA
IPC分类号： A01G1/00 , A01G7/00 , A01G25/02 , E02D29/02 , E04F13/08
摘要： PROBLEM TO BE SOLVED: To prevent release of moss by wind and rain and ensure growth and raising of the moss.
SOLUTION: A net 54 is installed on the surface of a moss sheet 52 and a water-absorbing sheet 56 is installed on the rear surface of the moss sheet 52 and these materials are laminated and integrated to prepare a greening panel 50. Since moss of the moss sheet 52 is firmly fixed from the surface by the net 54, stability of moss on the sheet is ensured. Deformation and falling off of a base by weight of moss itself can be prevented even when the greening panel 50 is used in a vertical state. Since the moss is set to the sheet, a stable moss surface is obtained without causing release and outflow of moss by wind and rain.
COPYRIGHT: (C)2004,JPO&NCIPI

5. 发明专利

JP2004194608A Greened wall surface and construction method for greening wall surface 审中-公开
公开(公告)号：JP2004194608A
公开(公告)日：2004-07-15
申请号：JP2002369426
申请日：2002-12-20
申请人： Asahi Kosan:Kk , Earth Green:Kk , Moss Catch System Yamagata:Kk , Takenaka Komuten Co Ltd , 有限会社アースグリーン , 株式会社モスキャッチシステム山形 , 株式会社朝日興産 , 株式会社竹中工務店
发明人： SAKUMA MAMORU , SATO KENJI , YAMAMOTO MASAYUKI , HIGASHIMOTO TAKAYA
IPC分类号： A01G1/00 , E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a method for greening wall surfaces by which greening can simply be carried out even on any surfaces and three-dimensional scenery is obtained.
SOLUTION: A CP (cellulose propionate) mat 18 in which fibers are entangled is attached to a concrete retaining wall 12 by a pinholder 14 and soil dressing 22 is sprayed to the CP mat 18 and pulverized mosses 24 are sprayed thereon together with paste. Growth of mosses 24 are made possible by blowing soil dressing 22 to the concrete retaining wall 12 and mosses 24 are surely set to the soil dressing 22 by action of the paste to form a greened wall surface 10. The soil dressing 22 is entangled with the fibers and setting effect of the soil dressing 22 is achieved by using the lightweight CP mat 18 in which fibers are entangled. Since the soil dressing 22 is set to the fibers, outflow and release of the soil dressing 22 can be prevented and setting force of mosses 24 is increased.
COPYRIGHT: (C)2004,JPO&NCIPI

6. 发明专利

JP2004150188A Vibration control stud of building 有权
标题翻译：建筑振动控制研究
公开(公告)号：JP2004150188A
公开(公告)日：2004-05-27
申请号：JP2002318279
申请日：2002-10-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKANE KAZUTOMI , YAMAMOTO MASAYUKI , MUROYA TETSUYA , KUSUHARA FUMIO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control stud of a building constituted for surely exhibiting the vibration control function by transmitting only horizontal force without transmitting axial force, easily setting flexural rigidity for balancing with rigidity of the building, and extremely superior in workability and economic efficiency.
SOLUTION: A vibration control damping member of the vibration control stud is constituted in a cross-sectional H shape of forming a flange of common steel by forming a web of low yield point steel, and either one of an upper part or a lower part of the vibration control member is fixed to a beam side stud member, and the other is connected by a sliding structure for transmitting the horizontal force and transmitting no axial force, and an adjusting bolt for transmitting the horizontal force is arranged in the connecting part.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供通过仅传递水平力而不传递轴向力来确定地呈现振动控制功能的建筑物的振动控制螺柱，容易设置用于与建筑物的刚度平衡的弯曲刚度，并且非常优异具有可操作性和经济效益。解决方案：振动控制螺柱的振动控制阻尼构件通过形成低屈服点钢的腹板而形成为形成普通钢的凸缘的横截面H形，并且上部或振动控制部件的下部固定在梁侧螺柱部件上，另一方通过用于传递水平力并且不传递轴向力的滑动结构连接，并且在连接中布置用于传递水平力的调节螺栓部分。版权所有（C）2004，JPO

7. 发明专利

JP2006176967A Continuous layer earthquake resisting wall structure 审中-公开
标题翻译：连续地层地震电阻墙结构
公开(公告)号：JP2006176967A
公开(公告)日：2006-07-06
申请号：JP2004368836
申请日：2004-12-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , YAMAMOTO MASAYUKI , KIMURA HIDEKI
IPC分类号： E04H9/02 , E04B1/98 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a continuous layer earthquake resisting wall structure which is constructed at a core portion of a construction structure.
SOLUTION: According to the continuous layer earthquake resisting wall structure, both of X-directional ends or Y-directional ends of a quake resisting wall are each connected to the other-directional quake resisting wall adjacent thereto, via a boundary beam arranged almost in the same direction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种构造在建筑结构的核心部分的连续层抗震墙结构。解决方案：根据连续层抗震墙结构，抗震墙的X方向端或Y方向端各自通过布置的边界梁连接到与其相邻的另一方向的抗震墙几乎在同一个方向。版权所有（C）2006，JPO＆NCIPI

8. 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
摘要翻译：要解决的问题：提供连续抗震墙，达到抗震效果与连续抗震墙地震能量吸收效果的兼容性。解决方案：在空间处并列的多个相邻的相邻的连续抗震墙通过水平构造的边界梁以高度间隔彼此连接，并且波纹钢板以棱线指向水平方向的方式安装在由相邻的抗震墙和上边界梁和下边界梁形成的框架平面，使得水平力可以从框架传出。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2005248446A Stud structure of building 有权
标题翻译： STUD建筑结构
公开(公告)号：JP2005248446A
公开(公告)日：2005-09-15
申请号：JP2004056673
申请日：2004-03-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , NAKANE KAZUTOMI , YAMAMOTO MASAYUKI , MUROYA TETSUYA , SOGA YUTAKA , UMEMURA KENJI
IPC分类号： E04B1/18 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a stud structure of a building extremely superior in workability and economic efficiency, by easily setting flexural rigidity balancing with rigidity of the building, needless to say to improve aseismatic performance of the building by early reducing the seismic movement of the building, by transmitting only horizontal force without transmitting axial force.
SOLUTION: A stud member 4 is formed of a steel material. Any one of an upper part or a lower part of the stud member 4 is joined to a beam. The other is connecting by a sliding structure 5 for transmitting the horizontal force to a beam 2 on the opposite side of the beam 2 and transmitting no axial force. An adjusting bolt 6 is arranged for transmitting the horizontal force to the connecting part.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种施工性和经济效率极其优异的建筑物的螺柱结构，通过容易地设定刚度与建筑物的刚度进行平衡，不用说通过早期减少建筑物来提高建筑物的抗震性能建筑物的地震运动，只传递水平力而不传递轴向力。解决方案：螺柱构件4由钢材料形成。螺柱构件4的上部或下部中的任一个与梁结合。另一个是通过用于将水平力传递到梁2的相对侧上的梁2并且不传递轴向力的滑动结构5连接。调节螺栓6布置成用于将水平力传递到连接部分。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2004176317A Hysteresis vibration control damper 有权
公开(公告)号：JP2004176317A
公开(公告)日：2004-06-24
申请号：JP2002341440
申请日：2002-11-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KOBAYASHI NAGAHITO , AIZAWA SATORU , KANEKO HIROFUMI , ONO YOSHINOBU , YAMAMOTO MASAYUKI
IPC分类号： E04H9/02 , F16F15/06
摘要： PROBLEM TO BE SOLVED: To provide a hysteresis vibration control damper using a low yield point steel or the like for a damping member.
SOLUTION: The damping member is so constituted that a plurality of bar steels composed of the low yield point steel or the like are collected so as to exhibit a damping function against a horizontal force in directions of horizontal 2 axes, and the horizontal force in the directions of horizontal 2 axes is transferred by a stress transfer member mounting the upper part and the lower part to up and down skeletons of a building, however, it is supported by a slide structure to which an axial force is not transferred.
COPYRIGHT: (C)2004,JPO

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