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1. 发明专利

JP2011084900A Mounting structure of buckling restraining brace and construction method of the same 有权
标题翻译：起重吊装带的安装结构及其构造方法
公开(公告)号：JP2011084900A
公开(公告)日：2011-04-28
申请号：JP2009237263
申请日：2009-10-14
申请人： Fujita Corp , 株式会社フジタ
发明人： SUZUKI IZUMI , MASUDA KEIJI , KATSURA DAISUKE , TAHARA KENICHI , TORII TSUGIO , SASAKI SATOSHI , SASAKI YASUTO
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a mounting structure of a buckling restraining brace capable of simplifying the structure of a joint part for joining a framework of a building structure attaching the buckling restraining brace onto it and an end part of a brace core member of the buckling restraining brace and reducing cost of the building structure by using this buckling restraining brace.
SOLUTION: This buckling restraining brace 10 includes a plurality of brace core members 12 each like thin, long, and flat plate and plastically-deformed to extend and contract by compressive load and tensile load in the longitudinal direction and reinforcing and stiffening members 14 each surrounding the brace core member to reinforce and stiffen it. Both of end parts of each of the brace core members protrude outward from both of end parts of the reinforcing and stiffening member. A gusset plate 22 is firmly fixed on the framework 20 of the building structure and is sandwiched in between the end parts on the same side of a plurality of brace core members. A bolt hole 24 is formed in the end part of the brace core member and the gusset plate to tighten both of them by using a bolt 26 and a nut 28.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种弯曲抑制支架的安装结构，其能够简化用于将将屈曲约束支架附接到其上的建筑结构的框架和支撑芯的端部连接的接合部的结构通过使用该屈曲约束支架，减震支架的成员和建筑结构的成本降低。解决方案：该弯曲限制支架10包括多个支撑芯部件12，每个支撑芯部件12均为薄的，长的和平的板，并且塑性变形以通过在纵向方向上的压缩载荷和拉伸载荷来延伸和收缩，并且加强和加强构件 14，每个围绕支撑芯部件以加强并加强。每个支撑芯部件的两个端部从加强和加强构件的两个端部向外突出。角撑板22牢固地固定在建筑结构的框架20上，并被夹在多个支撑芯部件的同一侧的端部之间。螺栓孔24形成在支撑芯部件和角撑板的端部中，以通过使用螺栓26和螺母28来拧紧它们。（C）2011，JPO＆INPIT

2. 发明专利

JP2005256546A Foundation structure of building and its construction method 审中-公开
标题翻译：建筑基础结构及其施工方法
公开(公告)号：JP2005256546A
公开(公告)日：2005-09-22
申请号：JP2004072833
申请日：2004-03-15
申请人： Fujita Corp , 株式会社フジタ
发明人： NAKAGAWA TARO , KOBAYASHI KATSUMI , TORII TSUGIO , HAYASHI KAZUYA , NAKAMURA YOSHIYA , YOSHII YASUNORI
IPC分类号： E02D5/34 , E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To greatly improve the workability in the foundation structure of a building allowing uplift of the superstructure of the building.
SOLUTION: The pile foundation 10 is provided with piles 12 and footings 14. A fitting member 22 made of precast concrete (PC) in which a fitting proptrusion 18 is formed is connected to the pile head of a cast-in-place concrete pile 12. Meanwhile, a fitting member 24 made of PC in which a fitting recess 20 is formed is connected in a position corresponding to the pile head of the pile 12 of the lower face of the footing 14 made of cast-in-place concrete. By fitting the fitting protrusion 18 to the fitting recess 20, a relative deplacement in the horizontal direction between the pile and the footing is prevented and when an over turning moment larger than a prescribed magnitude acts on the building, the fitting recess 20 is separated from the fitting protrusion 18 and hence, the footing can float up from the pile head.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：大大提高建筑物基础结构的施工能力，允许建筑物上层建筑隆起。桩基10具有桩12和底脚14.由预制混凝土（PC）制成的装配构件22，其中形成有装配推进件18，其连接到浇注桩的桩头混凝土桩12.同时，其中形成有装配凹部20的由PC制成的装配构件24连接在与浇铸场所的底脚14的下表面的桩12的桩头相对应的位置具体。通过将嵌合突起部18嵌合于嵌合凹部20，能够防止在桩与基脚之间的水平方向上的相对脱离，并且当超过规定大小的超过转矩作用在建筑物上时，嵌合凹部20与因此，嵌合突起18因此可以从桩头浮起。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JPH01187243A MEMBRANE ROOF STRUCTURE CAPABLE OF OPENING AND CLOSING 失效
公开(公告)号：JPH01187243A
公开(公告)日：1989-07-26
申请号：JP848788
申请日：1988-01-20
申请人： FUJITA CORP
发明人： MIURA TERUMASA , GOMI HARUTO , TORII TSUGIO
IPC分类号： E04B7/16 , E04H15/00
摘要： PURPOSE:To afford refreshed overhead view on the opening of a roof, by constructing roof frameworks with a plurality of roof framework elements that are fitted in a telescopic sleeve-form and are capable of free expansion and contraction. CONSTITUTION:On a pair of housing structure bodies A, installed facing each other at a certain distance, roof frameworks consisting of a plurality of roof framework elements C1 and C2, fitted in a telescopic sleeve-form and are capable of expansion and contraction toward the right and left directions, with membrane members B1 and B2 stretched thereupon, are installed in a way that the roof frameworks are capable of free advance and retreat. Facing edges of the innermost roof framework elements C2 of the roof framework elements are constructed to be engaged with each other.

4. 发明专利

JPH01182442A OPENING/CLOSING FILM ROOF STRUCTURE 失效
公开(公告)号：JPH01182442A
公开(公告)日：1989-07-20
申请号：JP707188
申请日：1988-01-18
申请人： FUJITA CORP
发明人： MIURA TERUMASA , GOMI HARUTO , TORII TSUGIO
IPC分类号： E04B7/16 , E04B1/342 , E04B1/343 , E04H15/00
摘要： PURPOSE:To enable stability to be ensured while obtaining an open feeling in a refreshed manner, when a structure is opened, by providing a pair of right and left structures to be arranged being opposed facing to each other with a space provided and setting up a roof frame, which provides in its upper surface a film member to be extended, on the structure being able to advance and retract in right and left directions. CONSTITUTION:A pair of right and left roof frame storage structures A, opposed facing to each other, are arranged mutually with a space provided, and a roof frame C, which provides in its upper surface a film member B to be extended, is set up on the structure A being able to longitudinally move respectively in right and left directions. When a roof surface is opened, by releasing the roof frame C, sprung out from above the roof frame storage structure A, from connection in the opposed end part to be retracted onto the roof frame storage structure A, the roof surface is opened, while in case of closing the roof surface, it is closed by springing out the roof frame C connecting its opposed end part.

5. 发明专利

JP2011058260A Brace-type vibration control damper 有权
标题翻译： BRACE型振动控制阻尼器
公开(公告)号：JP2011058260A
公开(公告)日：2011-03-24
申请号：JP2009209272
申请日：2009-09-10
申请人： Fujita Corp , 株式会社フジタ
发明人： MASUDA KEIJI , KATSURA DAISUKE , TAHARA KENICHI , SASAKI SATOSHI , TORII TSUGIO , SASAKI YASUTO , SUZUKI IZUMI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a brace-type vibration control damper thinner and more lightweight compared with a conventional brace type vibration control damper such as a buckling restraining brace.
SOLUTION: The brace type vibration control damper 10 includes a plurality of brace core members 12 plastically deformed to expand/contract respectively receiving longitudinal compressive load and tensile load, and a sheath member 16 surrounding the brace core members and extending in the longitudinal direction of the brace core members. The sheath member holds the brace core members while curving each brace core member to bulge in a predetermined direction. Buckling of a primary buckling mode in a predetermined buckling direction thereby occurs to each brace core member receiving the longitudinal compressive load. Further, the predetermined buckling direction of the brace core members is determined so that lateral loads applied to the sheath member from the brace core members respectively buckled in the primary buckling mode in the predetermined buckling direction may offset each other between these brace core members.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：与传统的支架式振动控制阻尼器（例如屈曲限制支架）相比，提供了一种更薄和更轻便的支架式振动控制阻尼器。解决方案：支架式振动阻尼器10包括多个支撑芯部件12，其塑性变形以分别承受纵向压缩载荷和拉伸载荷的膨胀/收缩;以及护套部件16，其围绕支撑芯部件并沿纵向延伸方向的大括号核心成员。护套构件保持支撑芯构件，同时弯曲每个支撑芯构件以沿预定方向凸出。因此，在接收纵向压缩载荷的每个支撑芯构件上发生预定屈曲方向上的初级屈曲模式的屈曲。此外，确定支撑芯部件的预定屈曲方向，使得从预定的弯曲方向分别在主弯曲模式中分别在支撑芯部件上施加到护套部件的横向载荷可以在这些支撑芯部件之间彼此抵消。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2015025358A 免震装置用ベースプレートアセンブリの設置構造有权
标题翻译：地震隔离器基板组装的安装结构
公开(公告)号：JP2015025358A
公开(公告)日：2015-02-05
申请号：JP2014188407
申请日：2014-09-17
申请人：株式会社フジタ , Fujita Corp
发明人： MASUDA KEIJI , SASAKI SATOSHI , TORII TSUGIO , NAKAMURA YOSHIYA , TAHARA KENICHI , NAGAI OSAMU , FENG DEMIN , SASAI KATSUHIKO , SUZUKI HIROSHI , OI HISASHI , HAYASHI KAZUYA , NAGATOMI HIDEO , AOKI MASASHI , OKUBO AKIRA , KUWATA ATSUHITO , OI YASUTAKA
IPC分类号： E04H9/02 , F16F1/40 , F16F15/04
摘要：【課題】充分な耐力を有し精度良く容易に施工できる、免震装置12をコンクリート構造物14に接合するための免震装置用ベースプレートアセンブリ10の設置構造を提供すること。【解決手段】ベースプレートアセンブリ10は、鋼板製のベースプレート28と、このベースプレート28の第1面に植設され、免震装置12をベースプレートアセンブリ10に固定する固定用ボルト32をベースプレート10の第2面側から螺合させることのできる複数の長ナット30とを備えている。コンクリート構造物14は、複数の長ナット30の各々の両側に配設されて水平に延在する複数の水平補強筋36と、それら水平補強筋36にかぶせるように配設されて鉛直に延在する逆U字形の複数の鉛直補強筋38とを含む鉄筋組立体を備えている。【選択図】図1
摘要翻译：要解决的问题：提供一种用于地震隔离器12的基板组件10的安装结构，其可以容易且精确地构造而具有足够的承载力，并将地震隔离器连接到混凝土结构14.解决方案：底板组件10包括：由钢板制成的基板28; 并且多个长螺母30通过其固定在基板28的第一表面上并将地震隔离器12固定到基板组件10上的固定螺栓32可以从基板10的第二表面侧螺纹接合。混凝土结构14具有加强组件，该加强组件包括布置在多个长螺母30中的每一个上的多个水平加强筋36，并且横向延伸，并且多个垂直的加强杆38以倒置的通道形状布置，水平钢筋36并垂直延伸。

7. 发明专利

JP2005200876A Foundation structure of building 审中-公开
标题翻译：建筑基础结构
公开(公告)号：JP2005200876A
公开(公告)日：2005-07-28
申请号：JP2004006524
申请日：2004-01-14
申请人： Fujita Corp , 株式会社フジタ
发明人： NAKAGAWA TARO , KOBAYASHI KATSUMI , TORII TSUGIO , UCHIDA KAZUHIRO , YOSHII YASUNORI , YAMAMOTO HIDEAKI
IPC分类号： E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To enhance functionality by improving construction of a foundation structure of a building allowing lift of the upper structure of the building.
SOLUTION: A foundation 10 of the building edge-cuts a pile 12 and a footing 14, and mutually fits a fitting recess 18 provided on the upper end of a pile head of the pile 12 and a fitting projection 20 provided on the lower face of the footing 14. The fitting recess 18 is a truncated cone shape extended by a center axis in a vertical direction. The surface is defined by a recess definition steel member 24 fixed on the pile 12. The fitting projection 20 is a truncated cone shape extended by a center axis in a vertical direction corresponding to the shape of the fitting recess 18, and the surface is defined by a projection definition steel member 32 fixed on the footing 14. A stone crush layer 44 for buffering impact force generated when the lifted footing 14 is seated on the pile head of the pile 12 is provided between the pile 12 and the footing 14.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过改进建筑物的基础结构的建筑物来增强功能性，允许建筑物的上部结构的升降。解决方案：建筑物的基础10切割桩12和基脚14，并且相互配合设置在桩12的桩头的上端上的装配凹部18和设置在桩12上的配合突起20。底座14的下表面。装配凹部18是沿垂直方向由中心轴延伸的截头锥形。该表面由固定在桩12上的凹槽定义钢构件24限定。嵌合突起20是沿对应于嵌合凹部18的形状的垂直方向的中心轴延伸的截头圆锥形状，并且表面被限定通过固定在底脚14上的突起定义钢构件32.用于缓冲抬起的基脚14位于桩12的桩头上时产生的冲击力的石块挤压层44设置在桩12和基脚14之间。 P>版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2000081363A SEISMIC BASE ISOLATION DEVICE ANALYSIS METHOD AND STORAGE MEDIUM RECORDING SEISMIC BASE ISOLATION DEVICE ANALYSIS PROGRAM 失效
公开(公告)号：JP2000081363A
公开(公告)日：2000-03-21
申请号：JP25021798
申请日：1998-09-04
申请人： FUJITA CORP , OILES INDUSTRY CO LTD
发明人： HIYOU TOKUMIN , MIYAMA TAKASHI , TORII TSUGIO , SHIMODA IKUO , KAJIKI SHIGEAKI , MIYAZAKI MITSURU
IPC分类号： G01M7/00
摘要： PROBLEM TO BE SOLVED: To provide a seismic base isolation device analysis method for accurately analyzing the behavior of an actual seismic base isolation device and appropriately optimizing the design value of the seismic base isolation device and structure, and a storage medium for recording a seismic base isolation device analysis program. SOLUTION: An amount-of-displacement input step where information that indicates the amount of displacement changing with time is inputted from an amount-of- displacement input part is executed (S100). Then, an analysis step for calculating reactive force is executed corresponding to the amount of displacement being inputted and the history of the amount of displacement (S200). Then, an analysis result output step for outputting an analysis result that indicates reactive force being calculated by the analysis step is executed (S300). Every time when one amount of displacement is inputted, each of the above steps S100, S200, and S300 is executed. In the analysis result output step, the characteristic chart of the amount of displacement versus reactive force is outputted by a printer or the like based on the reactive force that is calculated by the analysis step.

9. 发明专利

JPH11125568A CUMULATIVE DISPLACEMENT AMOUNT MEASURING MECHANISM FOR HISTORICAL DAMPER, METHOD FOR EVALUATING DEGRADATION IN DAMPING FUNCTION OF HISTORICAL DAMPER, AND HISTORICAL DAMPER 失效
公开(公告)号：JPH11125568A
公开(公告)日：1999-05-11
申请号：JP29016897
申请日：1997-10-22
申请人： FUJITA CORP , ATSUGI TECHNOS KK
发明人： TANAKA KIYOSHI , SASAKI YASUTO , TORII TSUGIO , OI YASUTAKA , TANAGI YUUGO , AJI KATSUHIKO , WADA AKIRA
IPC分类号： G01L5/00 , G01B5/00 , G01M5/00 , G01M99/00 , G01M19/00
摘要： PROBLEM TO BE SOLVED: To accurately warrant earthquake-proof of a building through appropriate judgment for replacement occasion, etc., by actually measuring the cumulative displacement amount of a historical damper built in the frame of a building, and evaluating the degradation state of damping function of the historical damper. SOLUTION: A supporting jig 30 is provided, vertically downward, from an end plate 20a (20) above the historical damper 10 such as very-low yielding- point steel panel damper 10a, and on the lower end side of the rotary supporting jig 30, a rotary body 40a is provided through a leaf spring 31. The rotary body 40a is provided with a rotation-direction regulating member 42, being so configured as rotative only counterclockwise, not clockwise, and a pointer 51 is so provided as to be interlocked with a spindle. With a gradation 52 provided around the pointer 51, a cumulative displacement amount of the very low yielding-point steel panel damper 10a caused by rotation of the pointer 51 is displayed as cumulative rotational distance.

10. 发明专利

JPH10325149A METHOD FOR ASSEMBLING BASE ISOLATING DEVICE INTO EXISTING BUILDING 失效
公开(公告)号：JPH10325149A
公开(公告)日：1998-12-08
申请号：JP13807497
申请日：1997-05-28
申请人： FUJITA CORP
发明人： MAGUCHI KAZUHIRO , TORII TSUGIO , IMAMURA TOSHISHIGE
IPC分类号： E02D27/34 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To achieve base isolation and reinforcement of an existing building by newly installing a reinforcing footing beam on each side of an existing footing beam from which double-sided brittle parts have been broken away, then tightening and integrating the reinforcing footing beam and the existing footing beam together using a PC steel rod, and installing a base isolating device between the integrated footing beams and the new or existing foundation. SOLUTION: The floor of an existing building A is dismantled to construct a temporary foundation 1, and the double-sided concrete of an existing beam is broken away to remove any brittle parts, and a reinforced footing beam 2 is constructed on each side of an existing footing beam. The existing footing beam is tightened to the reinforcing footing beam 2 by a PC steel rod, and shear friction is caused on the construction joint surface between the existing footing beam and the reinforcing footing beam 2 added, to integrate the footing beams together. Then the existing foundation 1 at a position where a base isolating device 5 is to be installed is dismantled to construct a deep foundation pile 3, and the base isolating device 5 comprising alternately stacked lead plates and rubber is installed on a new foundation 4 installed at the same position. Then the remaining existing foundation and the temporary foundation 1 are dismantled, and a first-story floor of reinforced concrete is constructed on a floor framing of a steel structure.

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