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1. 发明专利

JP2009007759A Concrete earthquake-resisting wall and floor type structure 有权
标题翻译：混凝土电阻墙和地板结构
公开(公告)号：JP2009007759A
公开(公告)日：2009-01-15
申请号：JP2007167700
申请日：2007-06-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGATA MASAHIRO , NISHIZAKI TAKASHI , OHIRA MAKOTO , OTA HIROAKI , KAWAI HIROSHI , NAKANE KAZUTOMI
IPC分类号： E04B1/04 , E04B2/56 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a cast-in-place wall and floor type concrete structure in which a restraint bar is inserted into the vicinity of a crossing section of a wall and a floor so as to prevent bond-slip.
SOLUTION: In this concrete earthquake-resisting floor and wall type structure in which a plurality of concrete wall slabs and a plurality of concrete floor slabs cross one another and in which through-reinforcements are arranged in the wall slabs and the floor slabs via the crossing section, the wall slab 4 and the floor slab 6 are formed with almost uniform concrete strength including the crossing section 12; an axial reinforcement 18, which is elongated in the same direction as that of the through-reinforcement 10 of the floor slab 6, is inserted into at least the crossing section 12, and extended to a section 14, adjacent to the crossing section 12, of the floor slab, so that the crossing section 12 and the adjacent section 14 can be changed into rigid bodies as reinforcing areas 16 for resisting bending deformation thereof and slip caused by the tension failure of the through-reinforcement; a floor slab section continuing into the reinforcing area 16 serves as a plastic zone 22; and a plastic hinge forming location is rearranged at the end 23 of the plastic zone which is brought into contact with the reinforcing zone.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种现浇墙壁和地板型混凝土结构，其中将约束条插入墙壁和地板的交叉部分附近以防止粘合滑移。解决方案：在这种混凝土抗震地板和墙壁结构中，其中多个混凝土墙板和多个混凝土楼板彼此交叉，并且其中通过加强件布置在墙板和楼板中通过交叉部分，壁板4和地板6形成具有几乎均匀的混凝土强度，包括交叉部分12; 沿与地板6的贯通加强件10的方向相同的方向延伸的轴向加强件18至少插入到交叉部分12中，并且延伸到与交叉部分12相邻的部分14，使得交叉部分12和相邻部分14可以变为刚性体作为加强区域16，用于抵抗其通过加强筋的张力破坏引起的弯曲变形和滑动; 连续进入加强区域16的地板块部分用作塑料区域22; 并且塑料铰链形成位置在与加强区接触的塑料区的端部23处重新布置。版权所有（C）2009，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

JPH10184007A CONSTRUCTION METHOD FOR STEEL PIPE CONCRETE COLUMN 失效
公开(公告)号：JPH10184007A
公开(公告)日：1998-07-14
申请号：JP35492996
申请日：1996-12-20
申请人： TAKENAKA KOMUTEN CO
发明人： KAWAI HIROSHI , MITSUI TATEO
IPC分类号： E04B1/30 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a steel pipe concrete column where concrete can be filled into the columnar member of a steel pipe smoothly and uniformly and concrete is filled tightly. SOLUTION: The method of constructing a steel pipe concrete column is intended to fit a filling pipe 14 to a columnar member 12 A made up of a steel pipe and inject concrete into the columnar member through the filling pipe 14. In such case, concrete is injected into the columnar member 12A from the outlet of the filling pipe 14 so that a rotary flow of concrete may occur around the central axis of the columnar member 14. A basket-form reinforcement 13A forming a reinforcing member is inserted into the columnar member 12A.

5. 发明专利

JP2011140848A Flat slab structure, and structural object provided with the same 有权
标题翻译：平板结构和结构物体相同
公开(公告)号：JP2011140848A
公开(公告)日：2011-07-21
申请号：JP2010003198
申请日：2010-01-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAWAI HIROSHI , OTA HIROAKI , SAITO YUMA , OTA YOSHIHIRO , URABE AI
IPC分类号： E04B5/43
摘要： PROBLEM TO BE SOLVED: To increase the stiffness of a flat slab against horizontal force.
SOLUTION: The flat slab 14 is used as a slab for partitioning the upper and lower floors of a building 18, and is supported by peripheral pillars 20, and pillars 12, 13 which are provided between the pillars 20 in the X-axis direction. On the heads of the pillars 12, 13, a support plate 16 is provided which strides over the adjacent pillars 12, 13 in the X-axis direction so as to support the flat slab 14. The heads of the pillars 12, 13 are rigidly joined to the support plate 16 so that a gate-type rigid frame is constituted by the two pillars 12, 13 and the support plate 16. An exterior wall 22 is provided between the peripheral pillars 20 in the Y-axis direction so as to bear the horizontal force in the Y-axis direction at the time of an earthquake. On the other hand, the gate-type rigid frame bears the horizontal force in the X-axis direction at the time of the earthquake.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了增加平板的刚度抵抗横向力。解决方案：平板14用作用于分隔建筑物18的上部和下部楼层的平板，并且由周边柱20支撑，并且柱12,13设置在X轴的柱20之间。轴方向。在支柱12,13的头部上设置有支撑板16，该支撑板16在X轴方向上跨过相邻的支柱12,13，以支撑平板14。柱12,13的头部是刚性的连接到支撑板16，使得门型刚性框架由两个支柱12,13和支撑板16构成。外壁22在Y轴方向上设置在外围柱20之间以承受地震时Y轴方向的水平力。另一方面，门型刚架在地震时承受X轴方向的水平力。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2006083528A Construction frame permitting differential settlement over different types of foundations 有权
标题翻译：建筑框架允许不同类型的基金会的差异化解决方案
公开(公告)号：JP2006083528A
公开(公告)日：2006-03-30
申请号：JP2004266738
申请日：2004-09-14
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YASUOKA CHIHIRO , KAMIMURA MASAYUKI , KAWAI HIROSHI , TAKASHIMA KAZUO
IPC分类号： E04B1/18 , E02D27/00 , E02D27/12 , E02D27/34 , E02D35/00 , E04B1/344
摘要： PROBLEM TO BE SOLVED: To provide a construction frame supported on different types of foundations, i.e., supported, at one side, on a building supported on the foundation with less settlement and, at the other end, supported on the foundation with larger settlement.
SOLUTION: In this construction frame 2, its one side is supported on the building 1 supported on the foundation with less settlement and its other side is supported on the foundation with larger settlement. The construction frame 2 comprises a vertical member 20 supported on the foundation with larger settlement and rising approximately in the vertical direction, a horizontal member 21 cantilevered on the building 1 on the foundation with less settlement and extending in the horizontal direction, and a movable member 22 pin-connected between the two members 20 and 21.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种支撑在不同类型基础上的结构框架，即，一侧支撑在支撑在基础上的较少沉降的建筑物上，另一端支撑在基础上，更大的定居点。
解决方案：在该结构框架2中，其一侧支撑在支撑在基础上的建筑物1上，沉降少，其另一侧以较大的沉降支撑在基础上。结构框架2包括：支撑在基座上的垂直构件20，其具有更大的沉降并且大致沿垂直方向上升;水平构件21，其悬挂在基座上的建筑物1上，具有较少的沉降并在水平方向上延伸;以及可移动构件 22个连接在两个成员20和21之间。版权所有（C）2006年，JPO＆NCIPI

7. 发明专利

JP2015055051A 建物有权
标题翻译：建造
公开(公告)号：JP2015055051A
公开(公告)日：2015-03-23
申请号：JP2013187451
申请日：2013-09-10
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： YANADA MASAFUMI , KAWAI HIROSHI , ASO NAOKI , TAMURA AKIO , FUJIMOTO KENTARO , IKEDA TATSU
IPC分类号： E04H1/04
摘要：【課題】耐震性能を確保すると共に袖壁や梁のない建物を提供する。【解決手段】建物10は、対向配置され第1方向へ延設された外壁12A、12Bと、外壁12A、12Bと接合され、外壁12A、12Bとボックス状の躯体16を形成するスラブと、躯体16内部に設けられてスラブを支持し、第1方向と交差する第2方向が強軸とされた柱18と、柱18の第2方向の一方の端部からスラブの一方の端部まで、及び、柱18の第2方向の他方の端部からスラブの他方の端部まで、外壁12A、12Bに沿って設けられ、躯体16内部を区画する境壁20A、20Bと、を有している。【選択図】図1
摘要翻译：要解决的问题：提供确保抗震性能并且没有侧壁和横梁的建筑物。解决方案：建筑物10包括：彼此相对布置并沿第一方向延伸的外壁12A和12B; 连接到外壁12A和12B并且与外壁12A和12B构成箱形建筑框架16的板坯; 安装在建筑物框架16中的柱18支撑板坯并且在垂直于第一方向的第二方向上具有强轴; 以及沿着外壁12A和12B分别沿着第二方向从柱18的一个边缘部分延伸到板坯的一个边缘部分并且沿着第二方向从柱18的另一个边缘部分安装的边界壁20A和20B 到板坯的另一边缘部分并分隔建筑框架16的内部。

8. 发明专利

JP2003105861A MEDIUM-RISE AND HIGH-RISE BUILDING USING HFC COLUMN AND HFC BEAM OR THE LIKE 审中-公开
公开(公告)号：JP2003105861A
公开(公告)日：2003-04-09
申请号：JP2001338769
申请日：2001-09-29
申请人： TAKENAKA KOMUTEN CO
发明人： SAWAMURA MAKIHITO , YOSHIDA KEIKI , KAWAI HIROSHI , OKAMOTO HARUHIKO , SUZUKI KIYOTAKE
IPC分类号： E04B1/30 , E04B1/18 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a slim medium-rise or high-rise building by using HFC columns and HFC beams or the like comprising steel frames and reinforced concrete structures from which beam shapes are hardly or slightly exposed to the inside of rooms. SOLUTION: Seismic isolation means 3 are arranged between a footing 2 and a bottom supporting base body 2, an upper layer multi-layer building frame comprising HFC columns 10A to 10C, HFC beams 20A and 20B, a seismic wall 30 or a seismic brace wall framework or the like is constructed on the bottom supporting base body 4, a floor board is arranged between HFC beams or between an HFC beam and a seismic wall, both the ends of the floor board are directly supported by a top surface of a portion from the edge in the width direction of a flange at the bottom side of beam steel frame of the HFC beam or by a supporting surface of a floor plate receiving portion of a column in the seismic wall, the top surface and supported through interval holding members placed on the top surface or the supporting surface, and the slab 40 is formed on the upper side of the floor slab. Therefore, the seismic force acting to a medium-rise to a high-rise building can be considerably decreased by the seismic isolation means arranged between the foundation and the bottom supporting base body so that a medium-rise to high-rise building constructed slimly with HFC columns and HFC beams or the like can fully resist against the seismic force.

9. 发明专利

JPH10331263A JOINT STRUCTURE OF STEEL PIPE CONCRETE MEMBER 失效
公开(公告)号：JPH10331263A
公开(公告)日：1998-12-15
申请号：JP14635497
申请日：1997-06-04
申请人： TAKENAKA KOMUTEN CO
发明人： KAWAI HIROSHI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To prevent generation of partial concentration of stresses in a joint part and increase the pressure-resistant capacity, by shifting the connection part of mutual external steel pipes from the connection part of mutual internal steel pipes in the axial direction by a certain distance and joining these pipes in the metal-touch connection. SOLUTION: A steel pipe concrete member 1 used for intermediate columns or the like on which an axial compression acts, is formed by placing concrete in the space F between the external steel pipe 2 and the internal steel pipe 3 at a construction site. The distance between the connection part of mutual external steel pipes 2 and the connection part of mutual internal steel pipes 3 is separated from each other by about two times the outer diameter of the inside steel pipe 3. Mutual pipes are not welded but joined in the metal-touch connection to transmit the axial force N and the bending moment M and further, transmit the shearing force Q by the external steel pipe 2 and the concrete 4. The connection part is formed such a position that a transmission stress does not gets excessive, and the transmission of stress can be reinforced by arranging studs or steel frame pieces on the external peripheral face of the internal steel pipe 3 of the connection part or other means. In this way, partial concentration of stresses can be prevented and the pressure-resistant capacity of the member 1 can be increased.

10. 发明专利

JPH06193196A STRUCTURE OF REINFORCEMENT FOR OPENING AT CONNECTING END WITH COLUMN OF REINFORCED CONCRETE BEAM 失效
公开(公告)号：JPH06193196A
公开(公告)日：1994-07-12
申请号：JP35831292
申请日：1992-12-24
申请人： TAKENAKA KOMUTEN CO
发明人： YAMAMOTO MASAYUKI , HIRANO NORIAKI , YASUOKA CHIHIRO , TSUSHI YUUKO , KAWAI HIROSHI , IWATA MASAYUKI
IPC分类号： E04C5/06
摘要： PURPOSE:To greatly improve the freedom pipe laying above a ceiling by laying a steel pipe which is fixed with a ring iron plate in the connecting end area of a reinforced concrete beam with a reinforced concrete column. CONSTITUTION:Beam main reinforcements 3 are welded at right angles with main reinforcements 2 of a reinforced concrete column 1, and many stirrups 4 are installed at right angles with the beam main reinforcements 3. And in a nearness of a connecting part 6 between the reinforced concrete column 1 and a reinforced concrete beam 5, a steel pipe 7 with the length which corresponds to the thickness of the reinforced concrete beam 5 is laid. And 2 sheets of ring iron plates are fitted in from both ends of the steel pipe 7 and welded, and the strirrups 4 of the reinforced concrete beam 5 are welded to the ring iron plates. Therefore, although openings for sleeves for utility work are provided in the end area of the beam, sufficiently stable durability and deformability can be obtained.

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