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1. 发明专利

JP2010044437A Index generation method and building evaluation method 有权
标题翻译：指标生成方法和建筑评估方法
公开(公告)号：JP2010044437A
公开(公告)日：2010-02-25
申请号：JP2008205983
申请日：2008-08-08
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ISHIKAWA TAKASHIGE , NODA CHIZUKO , HASHIMOTO YASUNORI , KIKUCHI MASAHIKO , ISHIKAWA RITSUKO , KOIZUMI TATSUYA , KASHIMATA AKIKO
IPC分类号： G06Q10/00 , G06Q50/00 , G06Q50/10
摘要： PROBLEM TO BE SOLVED: To provide a method for generating an index to appropriately evaluate a building, and a more appropriate building evaluation method. SOLUTION: An index generation method includes: a step of performing a process to a plurality of subjects, in which the process allows a subject to experience an experimental building, while changing the largeness of an influence factor to give influence to the comfort of the experimental building, presents questions to the subject concerning the evaluation of the experimental building by the subject when the subject assumes the usage of the experimental building for a prescribed purpose, and obtains answers concerning the evaluation of the experimental building from the subject by each largeness of the influence factor; and a step of generating an index to be used in evaluating the building, where correspondence relation between the largeness of the influence factor and the evaluation of the building to be used for the prescribed purpose is expressed, by statistically processing the acquired answers concerning the evaluation of the experimental building. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于生成用于适当评估建筑物的指标的方法，以及更适合的建筑评估方法。解决方案：索引生成方法包括：对多个被摄体执行处理的步骤，其中该处理允许受试者经历实验建筑物，同时改变影响因子的大小以对舒适性产生影响的试验大楼，在主体以规定目的假设实验楼的使用情况下，向主体对实验楼进行评估的问题提出问题，并从实验大楼的评估中获得有关实验楼评价的答案影响因素大; 以及生成用于评价建筑物的指标的步骤，通过对获得的关于评价的答案进行统计处理，表达影响因子的大小与用于规定目的的建筑物的评价之间的对应关系的实验大楼。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2010118076A Method of evaluating building 审中-公开
标题翻译：评估建筑方法
公开(公告)号：JP2010118076A
公开(公告)日：2010-05-27
申请号：JP2010032266
申请日：2010-02-17
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ISHIKAWA TAKASHIGE , NODA CHIZUKO , HASHIMOTO YASUNORI , KIKUCHI MASAHIKO , ISHIKAWA RITSUKO , KOIZUMI TATSUYA , KASHIMATA AKIKO
IPC分类号： E04B1/00 , G06Q50/00 , G06Q50/08
摘要： PROBLEM TO BE SOLVED: To provide a method of properly evaluating vibration of an evaluation-objective building. SOLUTION: The method of evaluating the building has a step of acquiring a level of the vibration of the evaluation-objective building by simulation, as to the evaluation-objective building, and a step of determining the propriety of the evaluation-objective building when using the evaluation-objective building for a prescribed use, based on information of the propriety of the building for the prescribed use with a change expressed in response to the level of the vibration of the building, as to the building when assuming the use of the building for the prescribed use, and based on the level of the vibration of the evaluation-objective building obtained by the simulation. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种适当评估评价对象建筑物的振动的方法。解决方案：评估建筑物的方法是通过模拟，评估目标建设获得评价对象建筑振动水平的步骤，以及确定评价目标的适当性的步骤使用评估对象大楼进行规定用途的建筑物，根据建筑物适用于规定用途的信息，响应建筑物振动水平的变化，建筑物在使用时的建筑物并根据通过模拟获得的评价对象建筑物的振动水平进行计算。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2013068076A Vibration control building, vibration control system and vibration control method 有权
标题翻译：振动控制建筑，振动控制系统及振动控制方法
公开(公告)号：JP2013068076A
公开(公告)日：2013-04-18
申请号：JP2012255251
申请日：2012-11-21
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KAGEYAMA MITSURU , KATSUMATA HIDEO , HASHIMOTO YASUNORI
IPC分类号： E04H9/02 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To prevent a structure with low stiffness from producing large deformation when receiving static load such as wind load in a vibration control building where vibration is controlled by connecting two structures having different stiffness through vibration control members.SOLUTION: A vibration control building 10 comprises: an external structure 20 and an internal structure 30 which have different characteristic periods; vibration control dampers 41 which are installed at one or more level in a manner that the internal structure 30 and the external structure 20 are linked with each other, and absorb vibration energy by deforming in response to relative deformation between the internal structure 30 and the external structure 20; and lock means 42 which enables the respective vibration control dampers 41 to be in a state where deformation thereof is permitted or in the state where the deformation is restrained.
摘要翻译：要解决的问题：为了防止在振动控制建筑物中承受诸如风荷载之类的静载荷的刚度低的结构时，通过将通过振动控制构件连接具有不同刚度的两个结构来控制振动。解决方案：振动控制建筑物10包括：具有不同特征周期的外部结构20和内部结构30; 振动控制阻尼器41以内部结构30和外部结构20彼此连接的方式安装在一个或多个水平面，并且响应于内部结构30和外部结构30之间的相对变形而变形而吸收振动能量结构20; 以及锁定装置42，其能够使各个振动控制阻尼器41处于允许变形的状态或变形被抑制的状态。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2009007895A Vibration control building, vibration control system, and vibration control method 有权
标题翻译：振动控制建筑，振动控制系统和振动控制方法
公开(公告)号：JP2009007895A
公开(公告)日：2009-01-15
申请号：JP2007172399
申请日：2007-06-29
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KAGEYAMA MITSURU , KATSUMATA HIDEO , HASHIMOTO YASUNORI
IPC分类号： E04H9/02 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a vibration control building which performs vibration control by connecting two structures having different rigidity by a vibration control member, and which prevents occurrence of a big change in the building having lower rigidity even when a static load such as a wing load is imposed on it.
SOLUTION: The vibration control building 10 is provided with an external structure 20, an inner structure 30, a vibration control damper 41, and a locking means 42. The external structure 20 and the inner structure 30 have different natural periods. The vibration control damper 41 is provided so that it connects the inner structure 30 and the external structure 20 to each other in a height position greater than or equal to a certain level, and it absorbs vibration energy by becoming deformed in accordance with relative displacement between the inner structure 30 and the external structure 20. The locking means 42 can realize both the state where the deformation of the vibration control damper 41 is allowed and the state where the deformation of the vibration control damper 41 is restrained.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种振动控制建筑物，其通过由振动控制构件连接具有不同刚度的两个结构来进行振动控制，并且即使在静态载荷下也能防止刚度较低的建筑物发生大的变化例如翼载荷。解决方案：振动控制建筑物10设置有外部结构20，内部结构30，振动控制阻尼器41和锁定装置42.外部结构20和内部结构30具有不同的自然周期。振动控制阻尼器41设置成使得内部结构30和外部结构20在高于或等于一定水平的高度位置处彼此连接，并且通过根据相对位移而变形而吸收振动能量内部结构30和外部结构20.锁定装置42可以实现允许振动控制阻尼器41的变形的状态和抑制振动控制阻尼器41的变形的状态。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2000336667A PILE HEAD STRUCTURE 失效
公开(公告)号：JP2000336667A
公开(公告)日：2000-12-05
申请号：JP15449999
申请日：1999-06-02
申请人： OHBAYASHI CORP
发明人： HASHIMOTO YASUNORI , NISHIMURA KATSUHISA
IPC分类号： E02D27/12 , E02D27/34 , E02D31/08
摘要： PROBLEM TO BE SOLVED: To prevent a pile head from being broken by bending moment caused by an earthquake by laminating a plurality of circular elastic plates on a pile head so as to be gradually smaller in diameter, and p-lacing a foundation of an upper structure on the top end of the circular elastic plate in the uppermost layer. SOLUTION: A plurality of circular elastic plates 3a-3d are laminated on the head of a pile 1, that is, a pile head 5, so as to be gradually smaller in diameter, and a foundation 4 of an upper structure is placed on the top end of the circular elastic plate 3d in the uppermost layer. A joint state between the foundation 4 of the upper structure and the pile head 5 is therefore made a state of pin joint or a state regardable substantially as a pin joint. When horizontal force caused by an earthquake or wind acts from the upper structure, no bending moment or only slight bending moment is generated to the pile head 5. The damage of the pile head 5 caused by bending moment is therefore prevented in advance.

6. 发明专利

JP2002309798A VIBRATION CONTROL WALL STRUCTURE 失效
公开(公告)号：JP2002309798A
公开(公告)日：2002-10-23
申请号：JP2001118682
申请日：2001-04-17
申请人： OHBAYASHI CORP , ASAHI GLASS CO LTD , SUMITOMO 3M LTD
发明人： HASHIMOTO YASUNORI , UESAWA SATOSHI , OKUMA KIYOSHI
IPC分类号： E04B2/72 , E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide the inexpensive vibration control wall structure having no restriction of installing place by using multiple plate material of non- structural members provided in a building to bear a small load with quantity measures. SOLUTION: A plate material 18 of a non-structural member is provided at a part of a building 1 through a vibration control member 16. The vibration control member 16 is installed in a side surface of the plate material 18. As the plate material 18, a glass is used. A part of the building 1 is formed of an outer wall part, a partition part, a beam 14 or a pillar 12.

7. 发明专利

JPH0649993A TENSED CABLE STRUCTURE 失效
公开(公告)号：JPH0649993A
公开(公告)日：1994-02-22
申请号：JP20152392
申请日：1992-07-28
申请人： OHBAYASHI CORP
发明人： HASHIMOTO YASUNORI
IPC分类号： E04B1/18 , E04B2/56 , E04B7/00 , E04G21/12
摘要： PURPOSE:To easily set up and control the tension force of tensed cables as well as enable external forces to be exactly shared by preventing the loosening of the tensed cable even to the contracting deformation of the peripheral structures. CONSTITUTION:Cables 2 such as steel cable are set in combination with a structural part 1 to be the roof or wall and tensed with a given tension force to make up a tensed cable structure. Bundled bars 3 are set between the cable 2 and the structural part 1, and elastic parts 4 such as spring are provided on the way of the cable 2.

8. 发明专利

JPH1088666A JOINING METHOD FOR WOODY MATERIAL 失效
公开(公告)号：JPH1088666A
公开(公告)日：1998-04-07
申请号：JP33980496
申请日：1996-12-19
申请人： OHBAYASHI CORP
发明人： HAISHI MITSURU , HASHIMOTO YASUNORI , YAMANAKA MASAYUKI , FURUYA AKIRA , YAMAGUCHI TSUNEO , HORI OSAO
IPC分类号： E04B1/48 , F16B5/00
摘要： PROBLEM TO BE SOLVED: To provide a Joining method, in which the generation of the shear fracture of a woody material as a base material is prevented while separation generated on the interface of a grout material and the woody material is reduced and which can resist the extraction load of a joining member effectively when the woody material is joined through the joining member. SOLUTION: In the joining method of a woody material, the woody material 1 is divided into split pieces 10, recessed grooves are excavated to these split surfaces 10a while deformed steel pipes 5 having a shape engaged with the irregularities of the recessed grooves are disposed into the recessed grooves while the split pieces 10 are laminated. The insides of the deformed steel pipes 5 are filled with a filling solidifying agent and the agent is solidified, reinforcing bars 4 inserted into the deformed steel pipes 5 are fixed, and the woody material 1 is joined with other members through the reinforcing bars 4.

9. 发明专利

JPH09112011A BASE ISOLATION FLOOR DEVICE 失效
公开(公告)号：JPH09112011A
公开(公告)日：1997-04-28
申请号：JP26990495
申请日：1995-10-18
申请人： TOKICO LTD , OHBAYASHI CORP
发明人： KOMATSU HIROYASU , OKUDA YUKIO , EBIHARA KAZUO , HASHIMOTO YASUNORI
IPC分类号： E04B1/36 , E04F15/00 , E04F15/18 , E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To form a low floor by providing base plates on sliding plates, which are fixed to the floor surface in the lengthwise and the crosswise with a space, freely to be slid, and containing four corners with a coil spring, and while providing base plate connecting members in both sides of the coil spring in parallel with each other. SOLUTION: A large beam 26 and a small beam 30 as connecting members for connecting both base plates 22 to each other are arranged in both sides of each coil spring along the extension direction thereof so as to form a pair in parallel with each other. At this stage, since both the base plates 22 are connected by two lines of the large beams 26, cross section of the beam is remarkably reduced in comparison with the case of connection in one line, and height of the large beam 26 is lowered. At the time of earthquake, the base plate 22 is slid in relation to a sliding plate 20, and while the vibration of the base plate 22 and the vibration of a floor panel 36 provided on the base plate 22 is damped by the tension of each spring. Furthermore, distortion of the panel 36 due to the lateral movement is concentrated to a peripheral part of a room close to a wall surface 38, but this distortion is absorbed by a buffer material 44. Height of the connecting member can be thereby reduced, and height of the floor is reduced, and a building, of which floor height is formed low, can be constructed.

10. 发明专利

JP2001020302A PILE HEAD STRUCTURE 失效
公开(公告)号：JP2001020302A
公开(公告)日：2001-01-23
申请号：JP18990299
申请日：1999-07-05
申请人： OHBAYASHI CORP
发明人： HASHIMOTO YASUNORI , NISHIMURA KATSUHISA
IPC分类号： E02D27/34 , E02D27/12 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To prevent breakage of a pile head due to bending moment at the time of an earthquake by stacking plural circular elastic plates with the substantially same diameters, which are radially split, on the head of the pile, and placing the foundation of an upper structure on the top end of the uppermost layer circular elastic plate. SOLUTION: Plural circular elastic plates 23a-23d with the substantially same diameters are stacked on a pile head 5, and a foundation 4 of an upper structure is placed on the top end of the uppermost layer circular elastic plate 23d. The circular elastic plate 23a is formed by fan-shaped split elements 24a, 25a, 26a, 27a obtained by radially dividing the circular elastic plate into four parts, and the other circular elastic plates 23b-23d are also similarly formed using hard rubber having base isolation property. The foundation 4, the circular elastic plate 23d, the circular elastic plates 23a-23d and the pile head 5 are mutually connected to support the horizontal force from the upper structure. When the horizontal force at the right-hand bottom is received, compressive force is concentrated on the split elements 25a-25d on the compression side, and enough deformation amount can be secured by sideway expansion. Thus, the bending moment of the pile head 5 becomes a little so as to prevent breakage.

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