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1. 发明专利

JP2003239947A BEARING FOR DAMPING DEVICE 审中-公开
公开(公告)号：JP2003239947A
公开(公告)日：2003-08-27
申请号：JP2002043689
申请日：2002-02-20
申请人： TAKENAKA KOMUTEN CO , NTN TOYO BEARING CO LTD
发明人： YAMAMOTO MASAFUMI , YAMANE KAZUMI , KUBO YOSHIHIKO , IWASHITA EIICHIRO , YAMAOKA KENJI , ITO NORIO , HIGUCHI NAOYUKI , FUKUZAWA SATORU
IPC分类号： F16C17/00 , F16C33/10 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a bearing for a damping device which provides a friction coefficient stable over time is maintenance-free, while easily constructed. SOLUTION: This bearing for the damping device is a bearing of a pendulum type damping device to restrain vibration of a structure by oscillation of a pendulum, and the bearing to support the pendulum is a sliding bearing having reinforced resin on its sliding surface. Additionally, the reinforced resin is a resin composite in which a reinforcing material is blended and made by forming the sliding surface of the reinforced resin through a sintered metal layer, and the reinforced resin has a net layer. COPYRIGHT: (C)2003,JPO

2. 发明专利

JP2013023837A Earthquake strengthening structure of existing building 审中-公开
标题翻译：地震强化现有建筑结构
公开(公告)号：JP2013023837A
公开(公告)日：2013-02-04
申请号：JP2011157110
申请日：2011-07-15
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMANE KAZUMI , SERIZAWA YOSHINORI , KATAYAMA TAKESHI , SHIMANO YUKIHIRO , NISHIO KAZUYA , MATSUBARA YOSHINORI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake strengthening structure of an existing building for improving an aseismatic performance of the existing building by resisting relatively light horizontal force by proof strength of the existing building itself and burdening the earthquake strengthening structure constructed with a fixed gap on the outer periphery of the existing building with large horizontal force exceeding the proof strength, when the horizontal force by an earthquake or the like acts on the existing building.SOLUTION: A reinforcing outer shell frame 3 configured by combining a horizontal member 4 and a column member 5 is arranged along two outer peripheral surfaces in parallel in one direction of the outer periphery of an existing building 1, and is constructed with a fixed gap from the existing building 1. The reinforcing outer shell frames 3, 3 are arranged along the other two outer peripheral surfaces in parallel of the existing building 1 and connected by horizontal members 6, 6 installed with a fixed gap from the existing building 1.
摘要翻译：要解决的问题：提供现有建筑物的抗震结构，通过抵抗现有建筑物本身的抗震强度抵抗现有建筑物的抗震性能，并加强由当现有建筑物的水平力受地震等作用于现有建筑物的外围时，具有大的水平力超过验证强度的固定间隙。解决方案：通过组合水平构件4和柱构件5构成的加强外壳框架3沿着沿现有建筑物1的外周的一个方向平行的两个外周面布置，并且构造为与现有建筑物1的固定间隙1.加固外壳框架3沿着与现有建筑物1平行的另外两个外周表面布置，并与从现有建筑物1安装有固定间隙的水平构件6,6连接。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2009102952A Bearing ground improvement method 审中-公开
标题翻译：轴承改进方法
公开(公告)号：JP2009102952A
公开(公告)日：2009-05-14
申请号：JP2007278002
申请日：2007-10-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SAKURAGAWA NORIO , KONO TAKASHI , YAMANE KAZUMI , KUWABARA MARIKO , OKUNO YUICHIRO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To reduce a construction period by reducing construction time and labor and to carry out ground improvement work in a small construction space.
SOLUTION: This bearing ground improvement method for improving the ground by putting an improving material 7 in the soft ground G0 located directly under a building with a foundation part constituted directly of a foundation, comprises carrying out agitation and mixing while excavating the soft ground G0 by a digger 5 from the ground part to a predetermined depth over the whole building range area of the building, and discharging the slurry improving material 7 into the ground when excavating the ground, to integrate the slurry improving material 7 with soil 8 in the soft ground G0 to form an improved bearing ground layer G.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过减少施工时间和人力，在小型施工空间进行地面改造工程，缩短施工期限。解决方案：通过将直接由基础构成的基础部件直接放置在建筑物的正下方的软土地面G0内，将改善材料7进行改善的地面改进方法，包括在挖掘软化物的同时进行搅拌和混合将地面G0由挖掘机5从建筑物的整个建筑物区域的地面部分延伸至预定深度，并且当挖掘地面时将浆料改进材料7排放到地面中，以将浆料改进材料7与土壤8一体化软地G0形成改进的承载地层G.版权所有（C）2009，JPO＆INPIT

4. 发明专利

JPH06240874A CONSTRUCTION OF TRUSS BEAM FOR LONG SPAN 失效
公开(公告)号：JPH06240874A
公开(公告)日：1994-08-30
申请号：JP5493593
申请日：1993-02-19
申请人： TAKENAKA KOMUTEN CO
发明人： YAMANE KAZUMI , SASAKI TERUO , MATSUKAWA MASAHITO , YAMAMOTO HIROYUKI , FUKAZAWA KAZUO , YAMAOKA TAKAO
IPC分类号： E04B1/24 , E04G21/14
摘要： PURPOSE:To make it possible to achieve the shortening of construction period and cost down to a large extent by removing temporary stages at the early time when a truss beam for a long span for supporting an upper load is constructed. CONSTITUTION:Under the state, wherein weight is supported with temporary stages D which are uprighly provided on the floor surface beneath a truss-beam erecting position, the on-site welding of the joint part of an upper chord member 1 and a lower chord member 2 and the main tightening of high-tension bolts 8 of erection pieces 6 at the joint part of a longitudinal member 3 and a diagonal member 4 are performed. After the temporary stages D are removed, the on-site welding at the joint part of the longitudinal member 3 and the diagonal member 4 is performed. The on-site welding of the joint part of the lower chord member 2 is also performed. A temporary suspending diagonal member 10 is provided from the top part of a post. At the time when the lower chord member 2 is supported with the suspending diagonal member 10, the temporary stages D are removed. Thereafter, on-site welding of the joint part of the longitudinal member 3 and the diagonal member 4 can be performed.

5. 发明专利

JP2012247698A Construction noise masking facility and construction noise masking method 审中-公开
标题翻译：施工噪声掩蔽设施和施工噪声掩蔽方法
公开(公告)号：JP2012247698A
公开(公告)日：2012-12-13
申请号：JP2011120741
申请日：2011-05-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MATSUBARA YOSHINORI , NISHIO KAZUYA , SERIZAWA YOSHINORI , YAMANE KAZUMI , IWAMOTO TAKUMA , ARAKI KUNIHIKO , NAGANO TAKESHI
IPC分类号： G10K11/178
摘要： PROBLEM TO BE SOLVED: To provide construction noise masking facilities which are adapted to masking of building construction noise and easily follow up movement of a construction area.SOLUTION: There are provided the construction noise masking facilities which reproduce a masking sound for masking building construction noise in a room R so as to reduce building construction noise that a person in the room R feels in an object building B including a construction area K where the building construction noise is generated and a plurality of rooms R nearby the construction area K. The construction noise masking facilities are equipped with a plurality of reproduction devices 1 which can be installed in the plurality of rooms R respectively and removed, and a transmission device 3 which transmits signal data 2 to the reproduction devices 1 so as to generate masking sounds corresponding to building construction noise in the rooms R.
摘要翻译：要解决的问题：提供适于掩蔽建筑物噪声并容易跟随建筑区域的运动的施工噪声掩蔽设施。解决方案：提供了建筑噪声掩蔽设施，其再现用于掩蔽房间R中的建筑施工噪声的掩蔽声音，以便减少房屋R中的人在建筑物B中感觉到的建筑噪声，包括建筑物产生建筑施工噪声的区域K和施工区域K附近的多个房间R.施工噪声掩蔽设施配备有可以分别安装在多个房间R中并被去除的多个再现设备1，以及发送装置3，其将信号数据2发送到再现装置1，以便产生对应于房间R中的建筑物噪声的屏蔽声音。（C）2013，JPO＆INPIT

6. 发明专利

JP2007308951A Method of constructing outer peripheral column by inverted construction method 审中-公开
标题翻译：通过反向构造方法构造外部外柱的方法
公开(公告)号：JP2007308951A
公开(公告)日：2007-11-29
申请号：JP2006138522
申请日：2006-05-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , YAMANE KAZUMI
IPC分类号： E02D29/045 , E02D5/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To improve construction efficiency by eliminating the steps of lifting steel frames for outer peripheral columns and welding operations at site where the steel frames are joined to the steel frames for cores in a method of constructing the outer peripheral columns by an inverted construction method in which the outer peripheral columns of the building are formed integrally with an earth retaining wall capable of supporting the axial force and the axial force is transmitted to the earth retaining wall.
SOLUTION: When a soil pile column-row earth retaining wall A is constructed, a soil pipe column row 2 for constructing outer peripheral columns projecting inward from the soil pile column row 1 is constructed at the position where the outer peripheral columns are to be constructed. Before a soil cement is not yet solidified, steel frame units U formed by integrating the steel frame 3 for core with the steel frame 4 for outer peripheral column through a steel frame 5 for connection are so inserted into both soil soil pile column rows 1, 2 that the steel frames for cores can be buried in the soil pile column row 1 and the steel frames for outer peripheral columns can be buried in the soil pile column row 2. After the soil cement is solidified, the ground is excavated to expose the steel frames for outer peripheral columns, and the outer peripheral columns under the ground are constructed while transmitting the axial force acting on the outer peripheral columns to the earth retaining wall.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提高施工效率，通过在构造外周柱的方法中消除了将外框的钢框架和钢框架接合到钢框架的位置处的焊接操作的步骤通过一种反向构造方法，其中建筑物的外周列与能够支撑轴向力的地挡土墙一体地形成，并且轴向力被传递到挡土墙。
解决方案：在构造土桩列排土挡土墙A的过程中，在外围栏位的位置上，构成用于构成从桩桩列1向内突出的外周列的土管柱列2。待建在土壤水泥尚未固化之前，将用于芯部的钢框架3与用于连接的钢框架5一体化的钢框架4用于外周柱的钢框架单元U插入两个土壤桩柱列1， 2铁芯钢框架可以埋在土桩柱1中，外围柱钢框架可以埋在土桩柱2中。土壤水泥固化后，挖掘地面露出在外围柱的钢框架和地面下的外周柱构造，同时将作用在外周柱上的轴向力传递到挡土墙。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JPH06167118A CONSTRUCTION BY USE OF LARGE SIZE UNITS OF EXTERNAL WALL PANEL FOR TOWER AND HANGING DEVICE 失效
公开(公告)号：JPH06167118A
公开(公告)日：1994-06-14
申请号：JP34557792
申请日：1992-11-30
申请人： TAKENAKA KOMUTEN CO
发明人： YAMAMOTO HIROYUKI , FUKAZAWA KAZUO , YAMAOKA TAKAO , SASAKI TERUO , MATSUKAWA MASAHITO , YAMANE KAZUMI
IPC分类号： E04B1/35 , E04G21/14 , E04G21/16
摘要： PURPOSE:To accurately and safely construct a tower in a short interval, by attaching large size panel units assembled on the ground for external walls of the tower by lifting up them to the uppermost floor after tower frames are erected on the uppermost floor. CONSTITUTION:A plurality of external aluminum wall panels for a tower are attached to the front face of steel substrates framed as a lattice to form a large size unit A on the ground floor S. And the tower frames 1 are erected on the uppermost floor 2 of a steel skeleton multi-floor building. The large size panel unit A is lifted up to the uppermost floor 2 by a lifter like a winch, a tower crane 6, etc. The substrates are attached to the panthouse 1 and the periphery of the tower frames 1 is covered with the units A to construct the external wall 3 of the penthouse 1.

8. 发明专利

JP2009091844A Column-beam joint method and column-beam joint structure 审中-公开
标题翻译：柱梁接头方法和柱梁接头结构
公开(公告)号：JP2009091844A
公开(公告)日：2009-04-30
申请号：JP2007264680
申请日：2007-10-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMANE KAZUMI
IPC分类号： E04B1/21 , E04B1/58 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joint method wherein the size of a steel reinforced concrete beam constructed as an extension is prevented from being increased more than necessary. SOLUTION: The column-beam joint method is applied for connecting an additional steel reinforced concrete beam 2 to an existing steel reinforced concrete column 1, and comprises the steps of installing a plurality post-construction anchors 3 to the steel reinforced concrete column 1 and integrally connecting main reinforcements 4 and the post-construction anchors 3 with a joining member 5 capable of fixing the post-construction anchors 3 and a plurality of the main reinforcements 4 installed in the steel reinforced concrete beams 2. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种柱梁接头方法，其中防止被构造为延伸部的钢筋混凝土梁的尺寸超过必要的增加。
解决方案：采用柱梁接头法将钢筋混凝土梁2连接到现有的钢筋混凝土柱1上，包括以下步骤：将多个后施工锚固件3安装到钢筋混凝土柱 1并且通过能够固定后施工锚固件3的接合构件5和安装在钢筋混凝土梁2中的多个主加强件4将主加强件4和后施工锚固件3整体连接。版权所有：（C）2009，JPO＆INPIT

9. 发明专利

JP2003172398A TMD BY SUSPENSION SUPPORT 审中-公开
公开(公告)号：JP2003172398A
公开(公告)日：2003-06-20
申请号：JP2001402496
申请日：2001-12-06
申请人： TAKENAKA KOMUTEN CO
发明人： YAMAMOTO MASAFUMI , AIZAWA SATORU , TONO MASAHIKO , YAMANE KAZUMI , TANAKA TOSHIYUKI , TSUBAKI HIDEAKI , MATSUOKA SHINJI , MATSUO YOSHIAKI , KUBO YOSHIHIKO , IWASHITA EIICHIRO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a TMD by suspension support in a simple structure capable of coping with vibration having large amplitude as well as vibration having small amplitude. SOLUTION: At least one of an upper end or a lower end of a suspension member 13 comprising a steel material is mounted on supporting bodies 11d 1 and 11d 2 through rotating connection parts 11e, 13b and 13c two-dimensionally or three-dimensionally rotating in the moment wherein fatigue failure does not occur in an elasticity limit of the steel material. During vibration of the structure body in the small amplitude wherein the end of the suspension member 13 does not rotate at the rotating connection part, a mass body 12 swings only by elastic deformation of the suspension member 13. During vibration of the structure body in the large amplitude wherein the end of the suspension member 13 rotates at the rotating connection part, the mass body 13 swings by the elastic deformation of the suspension member 13 and the rotation of the end of the suspension member at the rotating connection part by the moment. COPYRIGHT: (C)2003,JPO

10. 发明专利

JP2001199652A BASE ISOLATION BUILDING 失效
公开(公告)号：JP2001199652A
公开(公告)日：2001-07-24
申请号：JP2000010730
申请日：2000-01-19
申请人： TAKENAKA KOMUTEN CO
发明人： KUSAKABE KAZUICHI , YOSHIMURA TAKESHI , TOYONAGA HIDEO , YAMANE KAZUMI
IPC分类号： E04H9/02 , B66B7/02
摘要： PROBLEM TO BE SOLVED: To speedily construct a building with intermediate base isolation where the up-and-down movement of an elevator is hardly affected by the rolling of a building, without spending much time. SOLUTION: In this base isolation building composed of a lower structural part B1 and an upper structural part B2 relatively laterally movable to each other through a base isolation device M, and provided with a hoistway 4 of the elevator 3 continuously formed over the lower structural part B1 and the upper structural part B2, and a supporting frame 8 for supporting an elevator rail 6 at least on a story where the base isolation device M is installed in the hoistway 4, in a state that it is over the lower structural part B1 and the upper structural part B2, connecting parts of upper and lower ends of the supporting frame 8 with the lower structural part B1 and the upper structural part B2 are respectively bendable connecting parts 9 where the supporting frame 8 is rockably mounted to the lower structural part B1 and the upper structural part B2, and the elevator rail 6 is horizontally movably supported to the supporting frame 8.

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