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1. 发明专利

JP2013227778A Method for installing elastic support 有权
标题翻译：安装弹性支撑的方法
公开(公告)号：JP2013227778A
公开(公告)日：2013-11-07
申请号：JP2012100256
申请日：2012-04-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGIUCHI AKIHIRO , KOSAKA NORIO , YOSHIOKA NORIYA , WATAI TOKIO , OGAWA TAKAFUMI
IPC分类号： E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method for installing an elastic support for uniformly giving compressive force to a base isolation device.SOLUTION: In a method for installing an elastic support of this invention, a plurality of jacks 58 are arranged around a fixing member 46 disposed at the center of a lower face of an elastic support 22, so as to compress the elastic support 22 provided on an upper member 34. Under this compressed state, the elastic support 22 is fixed on a lower member 36 by the fixing member 46, and thereafter, the weight supported by the jacks 58 is transferred to the fixing member 46.
摘要翻译：要解决的问题：提供一种用于安装用于均匀地向基座隔离装置施加压力的弹性支撑件的方法。解决方案：在本发明的弹性支撑件的安装方法中，多个插孔58布置在固定构件周围 46，其设置在弹性支撑件22的下表面的中心，以便压缩设置在上部构件34上的弹性支撑件22.在该压缩状态下，弹性支撑件22通过固定构件固定在下部构件36上 46，此后，由千斤顶58支撑的重物被转移到固定构件46。

2. 发明专利

JP2010265607A Method for moving skeleton, and structure 有权
标题翻译：移动SKELETON和结构的方法
公开(公告)号：JP2010265607A
公开(公告)日：2010-11-25
申请号：JP2009115808
申请日：2009-05-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGIUCHI AKIHIRO , AOKI MINORU , GOTO RYOTA , SUZUKI YOSHINORI , ITO MITSUO , KOSAKA NORIO , IGARASHI SHINYA
IPC分类号： E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a method for moving a skeleton, making the skeleton movable along an irregular path, and a structure.
SOLUTION: The method for moving the skeleton is provided for moving the skeleton 20 constructed on a temporary working platform 36, to a support member 12 provided on the ground 11, wherein a support means 30 changing a support position in a direction to intersect the moving direction of the skeleton 20 is provided between the support member 12 and the skeleton 20, and the skeleton 20 is moved onto the support member 12 while changing the support position in the direction to intersect the moving direction of the skeleton 20. Even if the support member 12 is not disposed aligned in a checkerboarded state in a plan view and the moving path of the skeleton 20 is the irregular path, the support means 30 moves the skeleton 20 onto the support member 12 along the irregular path while changing the support position in the direction to intersect the moving direction of the skeleton 20. The skeleton 20 can thereby be moved irrespective of the installed state of the support member 12.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于移动骨架的方法，使得骨架沿着不规则的路径和结构可移动。解决方案：提供用于移动骨架的方法，用于将构造在临时工作平台36上的骨架20移动到设置在地面11上的支撑构件12，其中支撑装置30将支撑位置沿着与骨架20的移动方向交叉的方式设置在支撑构件12和骨架20之间，并且骨架20在与框架20的移动方向相交的方向改变支撑位置的同时移动到支撑构件12上。甚至如果支撑构件12在平面图中未布置成棋盘状状并且骨架20的移动路径是不规则路径，则支撑装置30将骨架20沿着不规则路径移动到支撑构件12上，同时改变支撑位置在与骨架20的移动方向相交的方向上。骨架20由此可以移动而与支撑构件12的安装状态无关。COPYR IGHT：（C）2011，JPO＆INPIT

3. 发明专利

JP2010265596A Construction method for structure 审中-公开
标题翻译：结构施工方法
公开(公告)号：JP2010265596A
公开(公告)日：2010-11-25
申请号：JP2009115438
申请日：2009-05-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGIUCHI AKIHIRO , AOKI MINORU , GOTO RYOTA , SUZUKI YOSHINORI , ITO MITSUO , KOSAKA NORIO , IGARASHI SHINYA
IPC分类号： E04B1/35
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a structure that can be constructed without having an influence of construction work on an influenced zone influenced by the construction work of the structure.
SOLUTION: The construction method for a building 10 includes steps for constructing outside skeletons 30, 32 facing the influenced zones B1, B2, underground, and pushing up or pulling up the constructed outside skeletons 30, 32 to the ground. Since the outside skeletons 30, 32 adjacent to the influenced zones B1, B2 influenced by the construction work are constructed underground, the building 10 can be constructed without influencing the building 10 by dust scatter, noise, or the like associated with construction work.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种结构的施工方法，该结构可以在不受施工作业影响的影响区域施加影响的情况下构建。解决方案：建筑物10的施工方法包括用于构造面向受影响区域B1，B2，地下的外部骨架30,32的步骤，并且将构造的外部骨架30,32推向或拉出到地面。由于受施工作业影响的受影响区域B1，B2相邻的外侧骨架30,32构造在地下，所以可以构造建筑物10而不影响建筑物10与建筑工作相关的灰尘散射，噪声等。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2011256621A Structure support structure, and construction method of structure support structure 有权
标题翻译：结构支撑结构和结构支撑结构的构造方法
公开(公告)号：JP2011256621A
公开(公告)日：2011-12-22
申请号：JP2010132752
申请日：2010-06-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGIUCHI AKIHIRO , SASAKI YUKIO , OKAMURA KATSUMI , ITO HIDEJI , KOSAKA NORIO , HASHIMOTO HIROYUKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To reduce vertical shear force introduced in a temporary slab while continuously ensuring aseismatic performance.SOLUTION: A concave part 30A and a convex part 30B provided in a first block 30, and a convex part 32B and a concave part 32A provided in a second block 32 are relatively and displaceably combined in the vertical direction. That is, the convex part 30B of the first block and the convex part 32B are arranged alternately along the width direction of the first block 30, and the relative displacement between the convex part 30B and the convex part 32B is restricted in the width direction while that is not restricted in the vertical direction.
摘要翻译：要解决的问题：减少临时板坯中引入的垂直剪切力，同时确保抗震性能。解决方案：设置在第一块30中的凹部30A和凸部30B以及设置在第二块32中的凸部32B和凹部32A在垂直方向上相对且可移位地组合。也就是说，第一块的凸部30B和凸部32B沿着第一块30的宽度方向交替配置，凸部30B与凸部32B的相对位移在宽度方向上被限制，在垂直方向上不受限制。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2010265608A Method for moving skeleton, and structure 有权
标题翻译：移动SKELETON和结构的方法
公开(公告)号：JP2010265608A
公开(公告)日：2010-11-25
申请号：JP2009115809
申请日：2009-05-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGIUCHI AKIHIRO , AOKI MINORU , GOTO RYOTA , SUZUKI YOSHINORI , ITO MITSUO , KOSAKA NORIO , IGARASHI SHINYA
IPC分类号： E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a method for moving a skeleton that secures safety of a skeleton moving path and improves work efficiency in moving the skeleton, and a structure. SOLUTION: The method for moving the skeleton is provided for moving the skeleton 20 constructed on a temporary working platform 36, to a support member 12 provided on the ground 11, wherein a crane 40 is installed at the skeleton 20 constructed on the temporary working platform 36, and after constructing beams 14 and slabs 16 using the crane 40, rails 32 are installed to move the skeleton 20 onto the slabs 16. Since there are the slabs 16 for covering the moving path of the skeleton 20, a fallen object during the movement of the skeleton 20 can be prevented by the slabs 16, and the safety of the moving path can be secured. Further, the slabs 16 serve as a scaffolding to improve the work efficiency in moving the skeleton 20. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种移动骨架的方法，其确保骨架移动路径的安全性并提高移动骨架的工作效率，以及结构。解决方案：提供用于移动骨架的方法，用于将构造在临时工作平台36上的骨架20移动到设置在地面11上的支撑构件12，其中起重机40安装在骨架20上构造临时工作平台36，并且在使用起重机40构造梁14和板坯16之后，安装轨道32以将骨架20移动到板坯16上。由于存在用于覆盖骨架20的移动路径的板坯16，可以通过板坯16来防止骨架20移动期间的物体，并且可以确保移动路径的安全性。此外，板坯16用作脚手架，以提高骨架20的移动工作效率。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2007063903A Technique for reforming and constructing underfloor portion of hanging body of existing structure 有权
标题翻译：改造和建造现有结构体系的下放部分的技术
公开(公告)号：JP2007063903A
公开(公告)日：2007-03-15
申请号：JP2005253353
申请日：2005-09-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ARAI MITSUNORI , KOSAKA NORIO , NISHIMURA TAKUYA , TAYA YUJI , ODAJIMA ATSUSHI
IPC分类号： E04G23/06 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a technique for excavating an underfloor portion of a hanging body of an existing structure having the hanging body under a ground in a structurally stable condition and reforming and constructing a new underground body without leaving the site. SOLUTION: The technique comprises a step of constructing a bordering wall 2 on the outer periphery of the hanging body 1 of the existing structure 10 and primarily excavating a ground between the bordering wall 2 and the hanging body 1 to the extent that a foundation 4 of the hanging body 1 is exposed, a step of installing a pile body 5 in an excavation site to support the foundation 4 of the hanging body 1, constructing a concrete retaining wall 6 to integrate the hanging body 1, the pile body 5 and the bordering wall 2 together, and shifting the support of the hanging body 1 to that of the pile body 5 and the bordering wall 2, and a step of secondarily excavating the ground up to a requires depth thereafter and reforming and constructing the new underground structure in the excavation site. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种技术，用于在结构稳定的条件下，将具有悬挂体的现有结构的悬挂体的底部底部挖掘并重新构建新的地下体而不离开现场。解决方案：该技术包括在现有结构10的悬挂体1的外周上构造边界壁2的步骤，并且主要在边界壁2和悬挂体1之间挖掘地面，悬挂体1的基座4露出，将桩体5安装在挖掘部位的步骤，以支撑悬挂体1的基座4，构成将悬挂体1，桩体5 并且接合壁2在一起，并且将悬挂体1的支撑件移动到桩体5和边界壁2的支撑件，并且此后将地面二次挖掘到需要深度的步骤，并重新构建新的地下挖掘现场的结构。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2003003675A Method and device for installing base-isolating device in existing building 有权
标题翻译：用于在现有建筑物中安装基底隔离装置的方法和装置
公开(公告)号：JP2003003675A
公开(公告)日：2003-01-08
申请号：JP2001226813
申请日：2001-06-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TAKAHASHI TADASHI , OKUDA TAKESHI , KOSAKA NORIO , UNAI YASUHIRO , ENDO YOSHIHIRO , KAMIURA NAOKI , ARAI MITSUNORI , HIRAYAMA MASAAKI , MIZUNO AKIRA
IPC分类号： E04B1/36 , E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method for installing a base-isolating device in an existing building, which facilitates installation of the base-isolating device in a prescribed position, allows the base-isolating device to be firmly fixed to the existing building, simplifies a means for use in the installation, and enables positioning, etc., to be humanly performed with ease.
SOLUTION: Many headed iron rods 1Sd are provided protrusively in a pile/column part 1B on the downside of a gap A for the installation and a pile/column part 1C on the upside of the gap A; a lower plate 24, wherein many cap nuts 24a are provided protrusively on the downside, is fixed to a prescribed position on the pile/column part 1B; an upper plate 25, wherein many cap nuts 25a are provided protrusively on the upside, is temporarily fixed to a height position below the pile/column part 1C; the base-isolating device 20 is located in the prescribed position on the lower plate 24; the upper plate 25 under a state of release of temporal fixation is located in a prescribed position on the base-isolating device 20; the lower plate 24, the base-isolating device 20 and the upper plate 25 are made to maintain prescribed positional relationships among them; forms are arranged around an area of the arrangement of the cap nuts 24a and 25a, the headed iron rods 1Sd, etc., between the pile/ column parts 1B and 1C and the plates 24 and 25; mortar is infilled in the forms; and the lower plate 24, the base-isolating device 20 and the upper plate 25 are fixed to the pile/column parts 1B and 1C. Consequently, the base-isolating device 20 can be easily installed in the prescribed position.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供一种在现有建筑物中安装基座隔离装置的方法，其有助于将基座隔离装置安装在规定位置，允许基座隔离装置牢固地固定在现有的建筑物上，简化了在安装中使用的方法，并且使得能够容易地进行人性化的定位等。解决方案：许多带头铁杆1Sd突出地设置在用于安装的间隙A的下侧的桩/柱部分1B和间隙A的上侧的桩/柱部分1C; 下板24，其中许多盖螺母24a突出地设置在下侧，固定到桩/柱部分1B上的规定位置; 上板25，其中许多盖螺母25a在上侧突出设置，临时固定在桩/柱部分1C下方的高度位置; 基座隔离装置20位于下板24的规定位置; 处于释放时间固定状态的上板25位于隔离装置20上的规定位置; 使下板24，基底隔离装置20和上板25保持规定的位置关系; 在桩/柱部分1B和1C与板24和25之间的盖螺母24a和25a，带头铁杆1Sd等的布置的区域周围布置形式; 砂浆填充在表格中; 并且下板24，基部隔离装置20和上板25固定到桩/柱部分1B和1C。因此，可以将基座隔离装置20容易地安装在规定位置。

8. 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

9. 发明专利

JP2010265595A Method for demolishing structure 审中-公开
标题翻译：分解结构的方法
公开(公告)号：JP2010265595A
公开(公告)日：2010-11-25
申请号：JP2009115437
申请日：2009-05-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGIUCHI AKIHIRO , AOKI MINORU , GOTO RYOTA , SUZUKI YOSHINORI , ITO MITSUO , KOSAKA NORIO , IGARASHI SHINYA
IPC分类号： E04G23/08 , E04G23/06
摘要： PROBLEM TO BE SOLVED: To provide a method for demolishing a structure allowing demolition work to be performed without having an influence of dust scatter or noise on an influenced zone influenced by the demolition work of the structure.
SOLUTION: The method for demolishing a building 10 includes steps for demolishing a second block 10B to a fourth block 10D leaving the first block 10A of the building 10 facing the influenced zone B, moving the first block 10A to a safety zone A2 uninfluenced by the demolition work, and demolishing the first block 10A moved into the safety zone A2. In demolishing the second block 10B to the fourth block 10D, since the first block 10A serves as a wall body, the influenced zone B is uninfluenced by the scatter of dust. In demolishing the first block 10A, since the first block 10A is demolished after moved into the safety zone A2 uninfluenced by the demolition work, the demolition work can be performed without having the influence of dust scatter or noise on the influenced zone B.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种拆除能够进行拆除工作的结构的方法，而不会对受到结构的拆除作业影响的影响区域产生粉尘散射或噪声的影响。解决方案：拆除建筑物10的方法包括将第二块10B拆卸到第四块10D的步骤，离开建筑物10的第一块10A面向受影响区域B，将第一块10A移动到安全区域A2 不受拆迁工作影响，拆卸第一块10A进入安全区A2。在将第二块10B拆卸到第四块10D中，由于第一块10A用作壁体，因此受影响区B不受灰尘的散射的影响。在拆卸第一块10A时，由于第一块10A在移动到不受拆除作业影响的安全区域A2之后被拆除，所以可以在不影响受影响区域B的粉尘散射或噪声的情况下进行拆除作业。
版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2007070881A High precision cutting method for reinforced concrete column 有权
标题翻译：用于加固混凝土柱的高精度切割方法
公开(公告)号：JP2007070881A
公开(公告)日：2007-03-22
申请号：JP2005258854
申请日：2005-09-07
申请人： Daiichi Cutter Kogyo Kk , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 第一カッター興業株式会社
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ARAI MITSUNORI , KOSAKA NORIO , NISHIMURA TAKUYA , KAMIURA NAOKI , ADACHI AKIRA
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a method of precisely cutting a member to be cut such as a reinforced concrete column by using a wire saw. SOLUTION: A guide member insertion hole is formed in such a size that can guide the cutting along the cutting surface of the member to be cut while holding and restraining both faces of a wire saw by a guide member to be inserted. At least two guide members are inserted into the guide member insertion hole, and the wire saw is held between the guide members for restraint, and the cutting of the member to be cut is advanced. COPYRIGHT: (C)2007,JPO&INPIT

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