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1. 发明专利

JP2008156930A Base-isolating and repairing method for existing building having earthen floor 审中-公开
标题翻译：现有建筑物的地基隔离和修复方法
公开(公告)号：JP2008156930A
公开(公告)日：2008-07-10
申请号：JP2006347656
申请日：2006-12-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKADA HIDEAKI , ABE TAKAYUKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolating and repairing method which is applicable to base isolation work of a foundation lower portion of an existing building having an earthen floor or an earthen floor slab, wherein the method is carried out with good efficiency by precedently reinforcing the earthen floor in advance, and then excavating an area under the earthen floor without bearing the earthen floor by supports.
SOLUTION: According to the method, the earthen floor slab of the existing building is strengthened beforehand, and then the ground under the earthen floor is excavated without setting the supports under the earthen floor. Then a pressure bottom slab and a retaining wall are constructed in the excavated place to form a base isolation layer, and then base isolation devices are set in the foundation portion of the existing building, to thereby achieve base isolation of the existing building.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种基础隔离和修理方法，其适用于具有土地或土地楼板的现有建筑物的基础下部的基础隔离工作，其中该方法与先提前加强土地，然后挖掘土地下的地区，不用支撑地下土地，提高效率。
解决方案：根据该方法，预先加固现有建筑的土地楼板，然后在土地底下开挖地面，而不在地下设置支撑。然后在挖掘的地方建造压底板和挡土墙，形成基础隔离层，然后将基础隔离装置设置在现有建筑物的基础部分，从而实现现有建筑物的基础隔离。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2010156178A Foundation structure and foundation construction method for large-scale temporary structure such as temporary roof 审中-公开
标题翻译：大规模临时结构的基础结构与基础施工方法作为临时屋顶
公开(公告)号：JP2010156178A
公开(公告)日：2010-07-15
申请号：JP2009000056
申请日：2009-01-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKADA HIDEAKI , TANIMURA KAZUHIKO , IKEDA TAKASHI
IPC分类号： E02D27/01 , E02D27/08
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure and a foundation construction method for a large-scale temporary structure such as a temporary roof suitably executable in a site where excavation is impeded or limited due to the presence of historic remains, historically important cultural properties or the like, and allowing demolition and removal work to be efficiently performed when removing the large-scale temporary structure.
SOLUTION: An earthen floor slab 2 and a column base support block 3 supporting a column base 10a of the temporary structure are integrally constructed of cast-in-place concrete on the ground 11, and a plurality of precast concrete blocks 4 for weights are installed at both sides of the column base support block 3. The column base support block 3 and the precast concrete blocks 4 for the weights are strained by a PC steel member 5 penetrating horizontally in common and formed as an integral structure.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种大型临时结构的基础结构和基础施工方法，例如临时屋顶，由于历史遗迹的存在而在开挖受到阻碍或限制的场所中可适当地执行重要的文化财产等，并且在拆除大型临时结构时允许有效执行拆除和拆除工作。解决方案：支撑临时结构的塔底10a的土地楼板2和柱底座支撑块3由地面11上的现浇混凝土一体地构成，以及多个预制混凝土块4，用于重量安装在塔底支撑块3的两侧。塔底支撑块3和用于重物的预制混凝土块4由PC钢构件5应变，该PC钢构件5共同穿透并形成为一体结构。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2009121188A Vibrationproof foundation structure 有权
标题翻译：振动防护基金会结构
公开(公告)号：JP2009121188A
公开(公告)日：2009-06-04
申请号：JP2007298464
申请日：2007-11-16
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKADA HIDEAKI , INUKAI TOMOYUKI , ABE TAKAYUKI , ITO TADASHI , YOSHIOKA HIROKAZU
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a vibrationproof foundation structure which reduces the vibration of the foundation of a structure supported by a steel pipe pile reaching a supporting ground.
SOLUTION: A steel pipe pile 12A serving as a supporting member is driven into a supporting ground 10 that is an underlayer to a surface layer ground 16. The steel pipe pile 12A is a steel pipe concrete pile constructed by filling a steel pile with concrete. The upper end of the steel pipe pile 12A is joined to the bottom face of a vibrationproof structure 72 for reducing the vibration of a precision machine 37 to support the vibrationproof structure 72, which is so placed in a maintenance pit 20 formed by digging down the surface layer ground 16 that the vibrationproof structure 72 is kept separated from the interior of the maintenance pit 20 across a given gap. The vibrationproof structure 72 is thus isolated from the surface layer ground 16 via the maintenance pit 20. The steel pipe pile 12A is encircled with a cylindrical member 14 to form a double steel pipe pile 13, in which a gap d is formed between the outer peripheral surface of the inside steel pipe pile 12A and the inner peripheral surface of the outside cylindrical member 14.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种防震基础结构，其减少由到达支撑地的钢管桩支撑的结构的基础的基础的振动。解决方案：用作支撑构件的钢管桩12A被驱动到作为下层的支撑地面10到地面层16。钢管桩12A是通过填充钢桩而构成的钢管混凝土桩具体钢管桩12A的上端接合到防振结构72的底面，用于减小精密机37的振动，以支撑防震结构72，该防振结构72被放置在通过挖掘表面层地面16，防振结构72在给定的间隙上与维护坑20的内部保持分离。因此，防振结构72经由维护坑20与表面层地面16隔离。钢管桩12A被圆筒状构件14包围，形成双钢管桩13，在钢管桩13的外侧形成有间隙d 内侧钢管桩12A的外周面和外侧筒状构件14的内周面。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2006152669A Building construction method of sliding support structure of vibration isolation 审中-公开
标题翻译：振动隔离支撑结构的建筑施工方法
公开(公告)号：JP2006152669A
公开(公告)日：2006-06-15
申请号：JP2004344393
申请日：2004-11-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAYASHI YASUO , MAEHASHI YUZO , OKADA HIDEAKI
IPC分类号： E04H9/02 , E02D27/00 , E02D27/34 , E04B1/36 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a building construction method of a sliding bearing structure of vibration isolation capable of easily and precisely carrying out positioning work making the core of a column of a steel framed beam coincide with the center of a sliding support and joint work.
SOLUTION: An upper sliding plate 8 is mounted on the sliding support 2 installed on the upper surface of a foundation 1, and a positioning member 3 is vertically installed upward on the central part of the upper surface of the upper sliding plate 8. A positioning member 12 is vertically installed downward on the center position of the column of the lower surface of a steel framed beam 5. The steel framed beam 5 is hung, the vertically downward positioning member 12 of the lower surface thereof is fitted to the vertically upward positioning member 3 of the upper sliding plate 8, and the steel framed beam 5 is positioned to the core position of the column 6 to temporarily position it.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：解决的问题：提供一种隔振滑动轴承结构的建筑施工方法，其能够容易且精确地进行定位工作，使得钢框梁的柱的芯与滑动支撑件的中心重合和联合工作。解决方案：上滑动板8安装在安装在基座1的上表面上的滑动支撑件2上，并且定位构件3垂直地安装在上滑动板8的上表面的中心部分上定位构件12向下垂直地安装在钢框梁5的下表面的柱的中心位置。钢框架梁5被悬挂，其下表面的垂直向下定位构件12安装到上滑动板8的垂直向上定位构件3和钢框架梁5定位在柱6的芯部位置以暂时定位。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2007321534A Roof construction method 审中-公开
标题翻译：屋顶施工方法
公开(公告)号：JP2007321534A
公开(公告)日：2007-12-13
申请号：JP2006156301
申请日：2006-06-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKADA HIDEAKI , TANIMURA KAZUHIKO , OKAMURA YASUNOBU , URANO TOSHIHARU , ABE YUTAKA , OKA HIDEO
IPC分类号： E04B7/02 , E04G21/16
摘要： PROBLEM TO BE SOLVED: To provide a roof construction method, easily installable between support building parts, when hoisting and installing a flexible face material, without having risk of deforming and damaging the flexible face material by deflection by dead weight. SOLUTION: This roof construction method is provided for installing a curved surface-shaped roof between the support building parts 11, by respectively and separately fixing both end parts 1c and 1c of the flexible face material 1 to a pair of mutually separately existing support building parts 11. The roof construction method is provided for respectively fixing its both end parts 1c and 1c to the support building parts 11 in a state of regulating the flexible face material 1 in a predetermined curved surface shape. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种屋顶施工方法，其可以容易地安装在支撑建筑部件之间，当提升和安装柔性面材时，不会因为重量偏转而变形和损坏柔性面材料的风险。解决方案：这种屋顶施工方法是通过分别将柔性面材1的两个端部1c和1c分别固定在一对相互独立存在的位置上而在支撑建筑部分11之间安装弯曲的表面形屋顶支撑建筑部件11.屋顶施工方法被设置为在将柔性面材1调节成预定的曲面形状的状态下将其两端部1c和1c分别固定到支撑建筑部件11。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2006183266A Building construction of seismically isolated structure by laminated-rubber bearing 有权
标题翻译：通过层压橡胶轴承建筑地震隔震结构
公开(公告)号：JP2006183266A
公开(公告)日：2006-07-13
申请号：JP2004375759
申请日：2004-12-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAYASHI YASUO , MAEHASHI YUZO , OKADA HIDEAKI
IPC分类号： E04H9/02 , E04B1/36 , F16F1/40 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide the building construction of a seismically isolated structure by a laminated-rubber bearing devised so as to easily and accurately align the center of a steel-framed column and the center of the laminated-rubber bearing in the steel structure of a foundation structure section for the seismically isolated structure. SOLUTION: A positioning member 8 is installed at the central section of the top face of an upper-side flange 2a for the laminated-rubber bearing 2 mounted on a foundation 1 vertically upwards. The member 7 for the positioning is installed at the central place of a column just under the steel-framed column 4 as the underside of the steel structure 3 constituting a foundation section for the seismically isolated structure vertically downwards. The steel structure 3 is hung in an approximately horizontal posture, the member 8 for the positioning on the underside of the steel structure 3 is conformed at the place of the member 7 for the positioning in the laminated-rubber bearing 2 and the steel structure 3 is placed temporarily in the horizontal posture as it is left as it is positioned at the place. Concrete 13 is placed to the outer peripheral section of the steel structure 3 and on the upper-side flange 2a for the laminated-rubber bearing 2, thus constructing the steel-framed construction or steel encased reinforced concrete footing beam section of the seismically isolated structure. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过层压橡胶轴承来提供地震隔离结构的建筑结构，以便容易且准确地将钢框架的中心与层压橡胶轴承的中心对准基础结构部分的钢结构用于地震隔离结构。解决方案：定位构件8安装在用于垂直向上安装在基座1上的层压橡胶轴承2的上侧凸缘2a的顶面的中心部分。用于定位的构件7安装在构成用于垂直向下的地震隔离结构的基础部分的钢结构体3的下侧的钢框架柱4正下方的列的中心位置处。钢结构3悬挂在大致水平的姿势中，用于在钢结构体3的下侧定位的构件8在用于定位在层压橡胶轴承2和钢结构3中的构件7的位置处一致被放置在水平姿势中，因为它被放置在该位置处而被放置。将混凝土13放置在钢结构体3的外周部分和用于层压橡胶轴承2的上侧凸缘2a上，从而构造地震隔离结构的钢框架结构或钢包住的钢筋混凝土基梁部分。版权所有（C）2006，JPO＆NCIPI

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