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1. 发明专利

JP2003336685A Base isolated table and device for exhibition 审中-公开
标题翻译：基座隔离台和展示装置
公开(公告)号：JP2003336685A
公开(公告)日：2003-11-28
申请号：JP2002148468
申请日：2002-05-23
申请人： Oiles Ind Co Ltd , Okumura Corp , オイレス工業株式会社 , 株式会社奥村組
发明人： HAYAKAWA KUNIO , YASUI KENJI , TAKAHASHI MICHIHIRO , YAMADA TAKAYUKI , ARAI YOSHIKAZU , SATO SHINJI
IPC分类号： A47F3/00 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base isolated table for exhibition, which can be handled easily by making it unnecessary to adjust a friction damping function in accordance with the weight of an exhibit to be placed on the table by providing a support function, restoration function and damping function in a lump. SOLUTION: In this base isolated table for exhibition, at least three base isolated devices 4 comprising a pair of supporting bases 6A and 6B and rollers 7, which are arranged between the supporting bases 6A and 6B, are interposed between a pivotable base table and a pedestal, on which an exhibit is placed. In addition, the supporting bases 6A and 6B of the base isolated devices 4 comprise groove shaped rails 10, which are formed by two inclined faces 9, which are arranged intersected each other in the rolling direction equipped on at least one side and the groove width of the groove shaped rails 10 formed narrower toward both end sections from the center section keeping their inclination angle constant, and the rollers 7 comprising at least one inclined face 15, which is made to abut on the inclined faces 9 of the groove shaped rails 10, is arranged keeping a clearance between the rollers 7 and the groove bottoms 14 of the rails 10 constant. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供用于展览的基座隔离台，其可以容易地处理，使得不需要根据要放置在桌子上的展览的重量来调节摩擦阻尼功能，通过提供支撑功能，恢复功能和阻尼功能。解决方案：在用于展览的基座隔离台中，包括一对支撑基座6A和6B以及布置在支撑基座6A和6B之间的辊7的至少三个基座隔离装置4插入在可枢转的底座桌子和一个基座，放置展览。此外，基部隔离装置4的支撑基座6A和6B包括槽形轨道10，其由两个倾斜面9形成，倾斜面9在至少一侧配置的轧制方向彼此相交并且槽宽度槽状轨道10从中心部分的两端部形成得更窄，保持其倾斜角恒定，并且辊7包括至少一个倾斜面15，该倾斜面15与槽形轨道10的倾斜面9抵接布置在辊子7和轨道10的槽底部14之间保持一定的间隙。版权所有（C）2004，JPO

2. 发明专利

JP2007197937A Aseismatic wall and its construction method 有权
标题翻译： ASEISMATIC WALL及其施工方法
公开(公告)号：JP2007197937A
公开(公告)日：2007-08-09
申请号：JP2006015332
申请日：2006-01-24
申请人： Okumura Corp , 株式会社奥村組
发明人： HIRAMATSU KAZUO , HATTORI KOZO , HAYAKAWA KUNIO , HIRANO SUSUMU , KISHIMOTO TAKESHI , SHIMIZU HIROYUKI , YAMADA TAKAYUKI
IPC分类号： E04B2/56 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic wall and its construction method, capable of in situ construction, for rationally securing natural lighting and ventilation, while securing aseismatic strength as the aseismatic wall.
SOLUTION: This aseismatic wall 1 is constructed in an opening part 4 partitioned by columns 2 and beams 3, and is composed of a grating body 6 forming a plurality of hole parts H in an annular frame body, by being connected to the octagonal annular frame body 5 and an oblique line (w) of the annular frame body. The mutual oblique lines of the annular frame body are arranged and mutually joined in the vertical-horizontal direction in and to the opening part in mutually opposed arrangement, and an opening S is formed by being surrounded by the vertical side (y) and the horizontal side (x) of the annular frame body. The columns and the beams are provided with precast concrete octagonal blocks 7 joined with the vertical side and the horizontal side of the annular frame body, and precast concrete equal leg trapezoidal blocks 8 arranged in a clearance between the oblique lines, the columns and the beams of the annular frame body of the octagonal blocks for sealing this clearance and joined to these blocks.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种无阻碍的墙体及其施工方法，能够在现场施工，合理确保自然采光和通风，同时确保抗震强度为抗震墙。解决方案：该防震壁1构造在由柱2和梁3分隔开的开口部分4中，并且由在环形框体中形成多个孔部H的光栅体6构成，通过连接到八角环形框体5和环形框体的斜线（w）。环形框架体的相互斜线以相互相对的排列方式在开口部分中以垂直方向布置和相互连接，并且开口S由垂直侧（y）和水平面（x）。柱和梁设置有与环形框体的垂直侧和水平侧连接的预制混凝土八边形块7，以及布置在斜线，柱和梁之间的间隙中的预制混凝土等腿梯形块8 用于密封该间隙并连接到这些块。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2006207118A Building foundation structure 有权
标题翻译：建筑基金会结构
公开(公告)号：JP2006207118A
公开(公告)日：2006-08-10
申请号：JP2005016304
申请日：2005-01-25
申请人： Okumura Corp , 株式会社奥村組
发明人： FUNAKI HIDETAKA , HATA MASAFUMI , TAKEDA AKIFUMI , YAMADA TAKAYUKI
IPC分类号： E02D27/34 , E02D27/00 , E02D27/12 , E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a building foundation structure which can protect sill concrete from cracking even if ground subsidence occurs, and allows the sill concrete not only to exert pile head deformation suppressing effect at the time of an earthquake but also ensure mutually unified behavior of piles. SOLUTION: The building foundation structure does not include a footing, and is constructed by connecting a pile head 4a of each of the piles 4 which are not connected together via beams, to a column base 2a of each column 2 via a steel pipe 5. The sill concrete 6 is formed on the ground G where the piles are located, so as to be relatively movable with respect to the steel pile, and a cushioning material 7 is arranged in a gap between the steel pipe and the sill concrete. Further a face material is arranged on the column in a manner relatively movable with respect to the column, which is then borne by the sill concrete. The column is formed of a steel column to be inserted into the steel pipe, and a cover concrete portion having an external diameter corresponding to an external diameter of the steel pipe is formed on the periphery of the steel column. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种建筑物基础结构，即使发生地面沉降，也可以保护地基混凝土开裂，并且允许混凝土不仅在地震时施加桩头变形抑制效应，而且确保桩的相互统一的行为。解决方案：建筑物基础结构不包括基脚，并且通过将未通过梁连接在一起的每个桩4的桩头4a通过钢连接到每个柱2的柱基部2a而构成管道5形成在桩体所在的地面G上，以相对于钢桩相对移动，缓冲材料7设置在钢管和门槛混凝土之间的间隙中。此外，一种面材料以相对于柱子相对移动的方式设置在柱上，然后由柱状混凝土承载。该柱由插入钢管的钢柱形成，并且在钢柱的周边上形成具有对应于钢管的外径的外径的覆盖混凝土部分。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2006104707A Tool for installing steel column, joining method for concrete pile to steel column using the tool, and structure of joint part of concrete pile to steel column 有权
标题翻译：用于安装钢柱的工具，使用工具对钢柱进行混凝土的接合方法，以及钢结构部分钢结构的结构
公开(公告)号：JP2006104707A
公开(公告)日：2006-04-20
申请号：JP2004290312
申请日：2004-10-01
申请人： Okumura Corp , 株式会社奥村組
发明人： SAKAMOTO KAZUO , TAKEDA AKIFUMI , YAMADA TAKAYUKI , FUNAKI HIDETAKA
IPC分类号： E02D27/12 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide a tool for installing a steel column capable of temporarily fixing the steel column in an existing concrete pile member with excellent workability, a joining method for the concrete pile to the steel column using the tool for installing the steel column, and a structure of the joint part of the concrete pile to the steel column.
SOLUTION: This tool 5 for installing the steel column for temporarily fixing the steel column 4 inserted into the existing concrete pile member 3 formed by integrally joining a steel pipe 2 to the head part of the existing concrete pile 1 comprises a receiving metal fitting 6 integrally joined to the steel pipe and a bracket 7 integrally joined to the steel column and locked to the receiving metal fitting for supporting the steel column on the existing concrete pile member. A position adjusting means enabling the bracket to move for adjusting the position of the steel column is fitted to the receiving metal fitting. The tool also comprises a supporting metal fitting 9 integrally joined to the steel column, extensively installed between the existing concrete pile member and the steel column, and supporting the steel column on the existing concrete pile member by a reaction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于安装能够将钢柱临时固定在现有的具有优异的可加工性的混凝土桩构件中的钢柱的工具，使用该安装工具对钢柱进行混凝土桩的接合方法钢柱，和混凝土桩的接合部分的结构到钢柱。解决方案：用于安装用于临时固定插入到现有的混凝土桩1中的钢管2所形成的现有混凝土桩构件3中的钢柱4的钢柱的工具5包括：接收金属一体地连接到钢管的配件6和与钢柱一体连接并锁定到用于将钢柱支撑在现有混凝土桩构件上的接收金属配件的支架7。使托架移动以调节钢柱的位置的位置调整装置安装在接收金属配件上。该工具还包括一个与钢柱一体连接的支撑金属配件9，该支撑金属配件9广泛地安装在现有的混凝土桩构件和钢柱之间，并通过反应将钢柱支撑在现有的混凝土桩构件上。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2008233176A Seismic isolation experiencing equipment 有权
标题翻译：地震隔离实验设备
公开(公告)号：JP2008233176A
公开(公告)日：2008-10-02
申请号：JP2007068474
申请日：2007-03-16
申请人： Okumura Corp , 株式会社奥村組
发明人： TSURUYA MASAYUKI , YASUI KENJI , KAWAI NOBUYASU , YAMADA TAKAYUKI , TATSUHAMA TETSUO , MATSUDA SHINPEI
IPC分类号： G09B9/00
摘要： PROBLEM TO BE SOLVED: To provide seismic isolation experiencing equipment which allows for the reduction of restrictions on installation plate and labor for installation and is easy to decompose, move, and assemble. SOLUTION: Seismic isolation experiencing equipment 1 includes: a lower layer plate 3 which is supported movably in a horizontal direction on a portable base 2 provided with an exciter 5; an upper layer plate 4 which has an experience zone E and is supported relatively displaceably in the horizontal direction on the lower layer plate through a seismic isolation device 6 including a roller 8 which is displaced in a vertical direction to generate a restoring force; a damper 9 provided between the upper layer plate and the lower layer plate; and a control means 10 which suppresses relative displacements of the upper layer plate and the lower layer plate. A rod 9b of the damper is connected to one of the lower layer plate and the upper layer plate, and the damper is provided along a vibration direction approximately in parallel with this plate, and a cylinder is held by a cylinder holding member 13 which is provided on the other of the lower layer plate and the upper layer plate and restricts movement of the cylinder in the horizontal direction while allowing the cylinder to move relatively to this plate in the vertical direction. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供防止隔离体验设备，允许减少安装板和安装人员的限制，并且易于分解，移动和组装。解决方案：隔震体验设备1包括：下层板3，其在具有激励器5的便携式基座2上沿水平方向可移动地支撑; 具有经验区域E的上层板4，并且通过包括沿垂直方向移位以产生恢复力的辊8的隔震装置6在下层板上沿水平方向相对移位地被支撑; 设置在上层板和下层板之间的阻尼器9; 以及抑制上层板和下层板的相对位移的控制装置10。阻尼器的杆9b连接到下层板和上层板中的一个，并且阻尼器沿着与该板大致平行的振动方向设置，并且气缸由气缸保持构件13保持，气缸保持构件13 设置在下层板和上层板的另一方，并且限制气缸在水平方向上的移动，同时允许气缸在垂直方向上相对于该板移动。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2007146448A Wall unit, earthquake-resisting wall, and its construction method 有权
标题翻译：墙单元，地震电阻墙及其施工方法
公开(公告)号：JP2007146448A
公开(公告)日：2007-06-14
申请号：JP2005341165
申请日：2005-11-25
申请人： Okumura Corp , 株式会社奥村組
发明人： HIRAMATSU KAZUO , YAMADA TAKAYUKI , HAYAKAWA KUNIO , HATTORI KOZO , HIRANO SUSUMU , KISHIMOTO TAKESHI , SHIMIZU HIROYUKI
IPC分类号： E04G23/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a wall unit capable of reasonably securing lighting and ventilation while securing the strength of blocks and capable of being constructed while a dweller lives therein.
SOLUTION: A plurality of wall units 1 are disposed in an opening portion 4 demarcated by columns 2 and beams 3 to form an earthquake-resisting wall 5. The wall unit comprises a precast concrete octagonal block 6 having the outer profile formed on and inside an octagonal frame part 6a and having a diagonal connection part 6b connecting a pair of facing diagonal sides w to each other, hole parts 7 formed through the other pair of facing diagonal sides of the frame part, a hollow part 8 formed through the diagonal connection part to the frame part and communicating with the hole part of the other adjacent octagonal block, a steel bar 9 for connection inserted into the hollow part and inserted into the hole part of the other adjacent octagonal block, and a fastening member 10 fastened to the steel bar for connection and fastening the adjacent octagonal blocks to each other.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够确保照明和通风的壁垒，同时确保块的强度并且能够在居民住在其中时被构造。解决方案：多个壁单元1设置在由柱2和梁3划分的开口部分4中，以形成耐震墙5.壁单元包括预制混凝土八边形块6，其具有形成在并且在八边形框架部分6a内部，并且具有将一对相对的对角W相互连接的对角线连接部分6b，通过框架部分的另一对面对置的侧面形成的孔部分7，与框架部分的对角连接部分并与另一个相邻的八角形块体的孔部分连通，用于连接的钢棒9插入中空部分并插入到另一个相邻八边形块体的孔部分中，以及紧固构件10，连接到钢筋，并将相邻的八角形块彼此连接并固定。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2007146447A Earthquake-resisting wall and its construction method 有权
标题翻译：地震电阻墙及其施工方法
公开(公告)号：JP2007146447A
公开(公告)日：2007-06-14
申请号：JP2005341164
申请日：2005-11-25
申请人： Okumura Corp , 株式会社奥村組
发明人： HIRAMATSU KAZUO , YAMADA TAKAYUKI , HAYAKAWA KUNIO , HATTORI KOZO , HIRANO SUSUMU , KISHIMOTO TAKESHI , SHIMIZU HIROYUKI
IPC分类号： E04G23/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall capable of reasonably securing lighting and ventilation while securing the strength of blocks and capable of being constructed while a dweller lives therein, and its construction method.
SOLUTION: This earthquake-resisting wall 1 structured in an opening portion 4 demarcated by columns 2 and beams 3 comprises precast concrete octagonal blocks 5 formed in an octagonal shape, vertically and horizontally disposed in the opening portion so that the diagonal sides w face each other and connected to each other, forming openings S surrounded by the vertical sides y and the horizontal sides x, and in which the vertical sides and the horizontal sides are joined to the columns and the beams and precast concrete sealing blocks 6, 7 disposed in the clearances between the diagonal sides of the octagonal blocks. the columns, and the beams to seal them and joined to them. The octagonal blocks are joined to each other with an adhesive agent. The hexagonal blocks and the sealing blocks, the hexagonal blocks, the columns, and the beams, and the sealing blocks, the columns, and the beams are joined to each other with the adhesive agent, respectively.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够确保照明和通风的同时确保块体的强度并能够在住宅居住的同时建造的抗震墙及其施工方法。解决方案：构造在由柱2和梁3划分的开口部分4中的防震壁1包括以八边形形状形成的预制混凝土八边形块5，其垂直和水平地设置在开口部分中，使得对角线w 形成彼此连接并形成由垂直边y和水平边x围绕的开口S，并且其中垂直边和水平边连接到立柱和梁以及预制混凝土密封块6,7 设置在八角块的对角线之间的间隙。柱和梁，以密封它们并加入它们。八角块用粘合剂彼此连接。六边形块和密封块，六边形块，柱和梁以及密封块，柱和梁分别用粘合剂彼此连接。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2005299291A Precast concrete pile member and foundation structure for building 审中-公开
标题翻译：预制混凝土构件和建筑基础结构
公开(公告)号：JP2005299291A
公开(公告)日：2005-10-27
申请号：JP2004119597
申请日：2004-04-14
申请人： Nippon Concrete Ind Co Ltd , Okumura Corp , 日本コンクリート工業株式会社 , 株式会社奥村組
发明人： TAKEDA AKIFUMI , YAMADA TAKAYUKI , FUNAKI HIDETAKA , TANAKA KATSUYA , TSUCHIDA SHINJI , HIRAKAWA YASUYUKI
IPC分类号： E02D5/58 , E02D27/00 , E02D27/12 , E02D27/34 , E04B1/30 , E04C3/34
摘要： PROBLEM TO BE SOLVED: To provide a precast concrete pile member and a foundation structure for a building constructed by using the precast concrete member capable of preventing any rupture at a joint between an end metal, to which a PC steel member of a precast concrete pile is anchored, and a steel pipe jointed to the end metal thereby enhancing the original bearing capacity of the precast concrete pile.
SOLUTION: A precast concrete pile member 1 has a steel pipe 6 in which filling concrete C is placed to make the structure integrated with a column 5, and these are made at the pile head portion of a precast concrete pile 2 and connected to an end metal 4 as an anchoring portion for a PC steel member 3 embedded in the precast concrete pile 2; and an external diameter d of the steel pipe 6 is made smaller than an external diameter D of the precast concrete pile 2, and a joining position X with the end metal 4 is set at the outer side of a fixing position Y of the PC steel member 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过使用预制混凝土构件构造的建筑物的预制混凝土桩构件和基础结构，所述预制混凝土构件能够防止在端部金属之间的接头处的任何破裂，锚固预制混凝土桩，将钢管连接到端部金属，从而提高预制混凝土桩的原始承载力。解决方案：预制混凝土桩构件1具有钢管6，其中填充混凝土C以使结构与柱5一体化，并将其制成在预制混凝土桩2的桩头部分并连接作为嵌入在预制混凝土桩2中的PC钢构件3的锚固部的端部金属4; 使钢管6的外径d小于预制混凝土桩2的外径D，将端部金属4的接合位置X设定在PC钢的固定位置Y的外侧（C）2006年，JPO＆NCIPI

9. 发明专利

JP2010223284A SEISMIC ISOLATION/VIBRATION-CONTROL DEVICE 审中-公开
公开(公告)号：JP2010223284A
公开(公告)日：2010-10-07
申请号：JP2009069375
申请日：2009-03-23
申请人： UNIV TOHOKU , OKUMURA CORP
发明人： TSUDA OSAMU , HAMASHIMA KOTARO , TANIKAI TAKESHI , YAMADA TAKAYUKI , YASUI KENJI , KAWAI NOBUYASU
IPC分类号： F16F15/03 , E04B1/36 , F16F6/00
摘要： PROBLEM TO BE SOLVED: To provide a seismic isolation/vibration control device in the horizontal direction using superconductors. SOLUTION: A three-layer structured lowermost layer of the seismic isolation/vibration control device is configured having permanent magnet rows 212A, 212B disposed on steel plates 210A, 210B vertically installed on supporting bases 214A, 214B. The superconductors 222A, 222B are disposed inside a low-temperature container 220 opposing the permanent magnet rows 212A, 212B. Further, on the upper surface of the low-temperature container, a permanent magnet row 226 is disposed on a steel sheet 224. This is the structure of an intermediate layer of the seismic isolation/vibration control device including the structure of the interior and the upper surface of the low-temperature container. A superconductor 232 is disposed in the low-temperature container 230 on the intermediate layer opposing the permanent magnet row 226. This is the structure of an uppermost layer. Surfaces of the permanent magnet rows and the superconductors facing with each other on a lowermost layer to the intermediate layer are disposed in the vertical direction, and opposed in the horizontal direction (radial type). A levitation force is designed to be obtained from magnetic stiffness between the facing permanent magnet rows and the superconductors. COPYRIGHT: (C)2011,JPO&INPIT

10. 发明专利

JPH1156506A EARTHQUAKE ISOLATION STAND AND DISPLAY CASE OR DISPLAY STAND SUPPORTED BY THE SAME 失效
公开(公告)号：JPH1156506A
公开(公告)日：1999-03-02
申请号：JP24602197
申请日：1997-08-27
申请人： OILES INDUSTRY CO LTD , OKUMURA CORP
发明人： SHIKI KAZUAKI , MOCHIMARU MASAKI , OTSUKA SUSUMU , YAMADA TAKAYUKI
IPC分类号： A47B97/00 , A47F3/00 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide an earthquake isolation stand by which the vibration of earthquake is not transmitted to a display stane or a display case, the vibration energy of earthquake is properly absorbed, art works are not distroyed or damaged, harmony with the display stand or the display case is attained without damaging outer appearance and, additionally, the width of a swelling part for supporting a blind is reduced. SOLUTION: The earthquake isolation stand 1 is provided with a lower stand frame 2, a middle stand frame 3 arranged on the lower stand frame 2, an upper stand frame 4 arranged on the middle stand frame 3 and an earthquake isolation means 5 held between the lower stand frame 2 and the middle stand frame 3, which supports the middle stand frame 3 on the lower stand frame 2 so as to permit it to be movable in an X-direction. Besides, an earthquake isolation means 6 held between the middle stand frame 3 and the upper stand frame 4, which supports the upper stand frame 4 on the middle stand frame 3 so as to permit it to be movable in a Y-direction, and a blinding means 7 for blinding the circumference of the lower stand frame 2, the middle stand frame 3 and the upper stand frame 4 are provided.

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