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1. 发明专利

JP2009057736A Method of constructing extension building 有权
标题翻译：建筑扩建建筑方法
公开(公告)号：JP2009057736A
公开(公告)日：2009-03-19
申请号：JP2007225443
申请日：2007-08-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IWAMA KAZUHIRO , SEKI MITSUO , TAMURA AKIO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing an extension building by utilizing a space at the roof portion or the upper sky portion of mid-to low-rise existing buildings.
SOLUTION: A plurality of new columns 4 arranged parallel to existing columns 3 are installed around the existing columns 3 of an existing building 1, respectively, continuously from the foundation portion 5 to the roof portion of the existing building 1. The extension building 2 is constructed at the roof portion or the upper sky portion of the existing building 1 on the upper part of the new columns 4.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过利用中低层现有建筑物的屋顶部分或上部天空部分的空间来构造扩建建筑物的方法。解决方案：与现有建筑物1平行布置的多个新列4分别从现有建筑物1的基础部分5连续地安装在现有建筑物1的现有柱3周围。延伸部建筑物2在新列4的上部的现有建筑物1的屋顶部分或上部天空部分构建。版权所有：（C）2009，JPO＆INPIT

2. 发明专利

JP2015034436A 新築建物の建替え工法、及び新築建物有权
标题翻译：新建筑和新建筑的改造方法
公开(公告)号：JP2015034436A
公开(公告)日：2015-02-19
申请号：JP2013166474
申请日：2013-08-09
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： IWAMA KAZUHIRO , WAKABAYASHI HIROSHI , KAMIMURA MASAYUKI , TAMURA AKIO
IPC分类号： E04G23/06 , E02D27/28 , E02D37/00
摘要：【課題】既存建物の地下構造物の地下外壁の平面外形に左右されない新築建物の建替え工法、及び新築建物を提供する。【解決手段】新築建物の建替え工法は、既存地下構造物を一部解体して、充填材充填部17となる地下外壁18及び地下底盤19を残す工程と、充填材充填部17に充填材20を充填して基礎地盤24を構築する工程と、基礎地盤24上に、地下外壁18の外縁部より外側へ、少なくとも一部がはみ出す新築建物10の基礎部13を構築する工程と、を有している。【選択図】図1
摘要翻译：要解决的问题：提供一种不受现有建筑的地下结构的地下外墙的平面外形和新建筑影响的新建筑物的重建方法。解决方案：一种重建方法新建筑物包括以下步骤：通过部分拆除现有的地下结构，留下作为填料填充部分17的地下外墙18和地下石座19; 通过将填料20填充到填料填充部分17中来构造基础地面24; 并且在基础地面24上构造新建筑物10的基础部分13，其至少部分地相对于地下外壁18的外边缘突出到外部。

3. 发明专利

JP2012219965A Vibration isolation damper 有权
标题翻译：振动隔离阻尼器
公开(公告)号：JP2012219965A
公开(公告)日：2012-11-12
申请号：JP2011088720
申请日：2011-04-13
申请人： Kayaba System Machinery Kk , Takenaka Komuten Co Ltd , カヤバシステムマシナリー株式会社 , 株式会社竹中工務店
发明人： TAKAKU KAZUTOSHI , SUZUKI YASUSUKE , OHATA KATSUTO , IGARASHI SHINYA , IWAMA KAZUHIRO , KOSAKA NORIO , YAMAMOTO MASAFUMI
IPC分类号： F16F15/023 , E04H9/02 , F16F9/19 , F16F9/32
摘要： PROBLEM TO BE SOLVED: To provide a vibration isolation damper which is capable of preventing the expansion and contraction of an expansion and contraction body that constitutes a vibration isolation device, from being hindered, by maintaining a liquid level position in a reservoir of the expansion and contraction body in an optimal state when recovering the expansion and contraction body to a neutral state by means of a displacement correcting circuit.SOLUTION: The expansion and contraction body 1 constituting the vibration isolation device is set in a uniflow type having a reservoir R between an outer tube 14 and a cylinder body 11. A piston-side room R1 and a rod-side room R2 defined by a piston body 13 inside the cylinder body 11 are connected to a displacement correcting circuit 3 which is provided freely removably in the expansion and contraction body 1 and feeds/discharges working fluid of a tank via feeding/discharging passages 31, 32. A discharge path 17 is provided where outer cylinder 14 has a discharge port which is connected to the displacement correcting circuit 3 and sets a liquid level O in the reservoir R.
摘要翻译：要解决的问题：提供一种能够防止构成隔振装置的膨胀和收缩体的膨胀和收缩的隔振阻尼器受到阻碍，通过将储液器中的液面位置保持在通过位移校正电路将膨胀收缩体恢复到中性状态时，膨胀收缩体处于最佳状态。解决方案：构成隔振装置的膨胀收缩本体1被设置为在外管14和缸体11之间具有储存器R的单向型。活塞侧室R1和杆侧室R2 由缸体11内的活塞体13限定的位移校正电路3与膨胀收缩本体1中可自由移动地设置的位移校正电路3连接，并且经由供给/排出通道31,32供给/排出槽的工作流体。排出路径17设置在外筒14具有连接到位移校正电路3的排出口，并且设置储存器R中的液面O.版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2006124930A Building framework construction method 有权
标题翻译：建筑框架结构方法
公开(公告)号：JP2006124930A
公开(公告)日：2006-05-18
申请号：JP2004310756
申请日：2004-10-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OGAWA TOMOKAZU , TAMURA AKIO , IWAMA KAZUHIRO
IPC分类号： E04H1/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a building framework construction method according to which a small or medium sized building having rooms different in function is divided into areas having different applications and functions from each other in a plan view, and spacing is individually performed to each area according to the application and function, to thereby construct the framework fitted for the respective applications, functions, etc.
SOLUTION: With respect to a horizontal layout of the building 5, the interior of the building 5 is divided into the areas which are different in application and function, and spacing of columns 1, and beams 2 is performed individually in each area A, B in association with the application and function, and the frameworks of the mutually different areas A, B are connected to each other by slabs 8 forming a corridor C etc.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种建筑框架施工方法，其中具有功能不同的房间的小型或中型建筑物在平面图中被分为彼此不同的应用和功能的区域，并且间隔是单独的根据应用和功能对每个区域执行，从而构成适用于各种应用，功能等的框架。解决方案：关于建筑物5的水平布局，建筑物5的内部被划分进入应用和功能不同的区域，并且与应用和功能相关联地在每个区域A，B中分别执行列1和波束2的间隔，并且相互不同的区域A，B的框架被连接通过形成走廊C等的板8彼此相对。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2011140759A Movement amount restriction device and structure 有权
标题翻译：移动量限制装置和结构
公开(公告)号：JP2011140759A
公开(公告)日：2011-07-21
申请号：JP2010000615
申请日：2010-01-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IWAMA KAZUHIRO , SEKI MITSUO , TAMURA AKIO
IPC分类号： E04H9/02 , B66B7/00
摘要： PROBLEM TO BE SOLVED: To provide a movement amount restriction device which exhibits a base isolation function and minimizes damage to an upper structure in an expected earthquake and strong wind.
SOLUTION: When base isolation devices 26 are deformed beyond a predetermined value due to a large external force caused by an earthquake or strong wind, and a lower story 22 and an upper story 34 are horizontally moved relative to each other, the upper end 46A of an elevator shaft 46 abuts on the wall surface 92A of a recess 92 to restrict the amount of the relative movement of these stories in the horizontal direction. Thus the amount of the relative movement of the lower story 22 and the upper story 34 in the horizontal direction is restricted due to the deformations of the base isolation devices 26 beyond the predetermined value, the base isolation function can be exhibited in the estimated earthquake and strong wind, minimizing damage to the upper story 34.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种移动量限制装置，其在预期的地震和强风中表现出基础隔离功能并最小化对上部结构的损坏。解决方案：由于地震或强风造成的大的外力，当底座隔离装置26变形超过预定值时，下层故事22和上层34相对于彼此水平移动，升降机轴46的端部46A抵接在凹部92的壁面92A上，以限制这些故事在水平方向上的相对移动量。因此，由于基座隔离装置26的变形超过预定值，下层22和上层34在水平方向上的相对运动的量受到限制，因此可以在估计的地震中显示基座隔离功能，强风，尽量减少对上层故事的伤害34.版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2004137692A Base-isolating device 有权
公开(公告)号：JP2004137692A
公开(公告)日：2004-05-13
申请号：JP2002301032
申请日：2002-10-15
申请人： Showa Electric Wire & Cable Co Ltd , Takenaka Komuten Co Ltd , 昭和電線電纜株式会社 , 株式会社竹中工務店
发明人： YOSHIDA KENICHI , TONO MASAHIKO , YAMAMOTO MASAFUMI , IWAMA KAZUHIRO , MISU MOTOKI
IPC分类号： E04B1/36 , E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base-isolation device suitably used mainly in intermediate floor base-isolation for a post, and formed by combination of a laminated rubber support for base-isolation and a vertical visco-elastic vibration damping device.
SOLUTION: This base-isolation device is formed by a combination of the laminated rubber support for base isolation set in the central area of a cross section of a post and a vertical visco-elastic vibration damping device set in the outer peripheral region within the same section of the post. The vertical visco-elastic vibration damping device is so constructed that two fitting plates sandwiching the visco-elastic body and supporting both side surfaces thereof are vertically disposed in parallel with each other, one fitting plate is attached to an upper member of the post and the other fitting plate is attached to a lower member of the post to be freely tilted by a hinge mechanism.
COPYRIGHT: (C)2004,JPO

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