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1. 发明专利

JP2011032759A Base isolation foundation structure, and installation method for base isolation device 有权
标题翻译：基础隔离基础结构和基础隔离装置的安装方法
公开(公告)号：JP2011032759A
公开(公告)日：2011-02-17
申请号：JP2009180824
申请日：2009-08-03
申请人： Shimizu Corp , 清水建設株式会社
发明人： ARITA YASUMASA , SUGANO HIDEYUKI , USHIZAKA SHINYA
IPC分类号： E04H9/02 , E04B1/38
摘要： PROBLEM TO BE SOLVED: To provide base isolation foundation structure capable of reducing a cost by eliminating a base plate, and capable of enhancing workability and quality, and an installation method for a base isolation device.
SOLUTION: A precast concrete panel 10 formed by embedding a box nut 3 for fixing the base isolation device 1 is installed on a foundation slab 11 constructed with a horizontal plane-like upper face 11a by placing concrete T1, and the base isolation foundation structure B is constructed by integrally fixing stress-transmittably the precast concrete panel 10 and the foundation slab 11, by a fixing member 12 provided by fixing one end 12a side to the precast concrete panel 10, and by fixing the other end 12b side to the foundation slab 11. The base isolation device 1 is mounted on the precast concrete panel 10, and the base isolation device 1 is fixed to the precast concrete panel 10 by tightening an anchor bolt 9 to the box nut 3.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供能够通过消除基板并且能够提高可操作性和质量而降低成本的基础隔离基础结构以及用于基础隔离装置的安装方法。解决方案：通过嵌入用于固定基部隔离装置1的盒形螺母3而形成的预制混凝土面板10通过设置混凝土T1而安装在由水平面状的上表面11a构成的基础板11上，并且基部隔离基础结构B通过将一端12a侧固定在预制混凝土面板10上而设置的固定部件12，将另一端12b侧固定在一起，将预制混凝土板10和基础板11的应力整体地固定在一起基础隔板装置1安装在预制混凝土面板10上，并且将基座隔离装置1通过将固定螺栓9拧紧到箱形螺母3而固定在预制混凝土面板10上。版权所有：（C）2011，JPO＆INPIT

2. 发明专利

JP2004278177A Structure and method for joining reinforced concrete column and steel-frame beam 审中-公开
公开(公告)号：JP2004278177A
公开(公告)日：2004-10-07
申请号：JP2003072594
申请日：2003-03-17
申请人： Shimizu Corp , 清水建設株式会社
发明人： ENOMOTO HIDEFUMI , ARITA YASUMASA , YOSHIDA MAMORU
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To simply and surely rigidly join a reinforced concrete column and a steel-frame beam.
SOLUTION: An anchorage bar is welded to the end of the steel-frame beam 2, and the end of the steel-frame beam is directly embedded in a joint part along with the anchorage bar. A three-side frame-shaped bent bar 7 or an anchor bar with an anchor head is used as the anchorage bar. Otherwise, an end plate is welded to the beam end of the steel-frame beam, and the end of the steel-frame beam is directly buried in the joint part. A cotter plate is prewelded to the top surface and undersurface of the end of the steel-frame beam. In the execution of work for joining the reinforced concrete column and the steel-frame beam, the steel-frame beam is temporarily supported by a temporary support 9 so that the end of the steel-frame beam can be arranged in the joint part, and the reinforced concrete column 1 is formed, including the joint part, by placing concrete in a column form in that state, so that the end of the steel-frame beam can be directly embedded in the joint part concurrently with the formation of the reinforced concrete column.
COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2005299106A Structure of foundation 审中-公开
标题翻译：基金会结构
公开(公告)号：JP2005299106A
公开(公告)日：2005-10-27
申请号：JP2004113060
申请日：2004-04-07
申请人： Shimizu Corp , 清水建設株式会社
发明人： ARITA YASUMASA
IPC分类号： E02D27/12
摘要： PROBLEM TO BE SOLVED: To realize an effective and stable structure, securing enough structural safety and reliability at the minimum cost as a foundation adjacent to a slope and applied to a building disposed on the upper part thereof.
SOLUTION: As the foundation adjacent to the slope 1 and applied to the building 2 disposed on the upper part thereof, the structure is adopted, in which the whole building is supported directly by the foundation 3 and a friction pile 6 is provided directly only on the outer peripheral part on the slope side of the foundation. In case of slope collapse due to an earthquake or the like, the friction pile functions as a fail-safe mechanism to secure the structural safety and reliability of the whole building without an obstacle.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了实现有效和稳定的结构，以最小的成本确保足够的结构安全性和可靠性，作为与斜坡相邻的基础，并施加到设置在其上部的建筑物上。
解决方案：作为与斜坡1相邻并施加到设置在其上部的建筑物2的基础，采用了整体建筑物由基座3直接支撑并且设置有摩擦桩6的结构直接位于基础边坡的外围部分。如果由于地震等原因导致斜坡崩塌，摩擦桩作为故障安全机构，无障碍地确保了整个建筑物的结构安全可靠性。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2005163421A Pile head reinforcing structure 审中-公开
标题翻译：桩头加固结构
公开(公告)号：JP2005163421A
公开(公告)日：2005-06-23
申请号：JP2003404973
申请日：2003-12-03
申请人： Shimizu Corp , 清水建設株式会社
发明人： ARITA YASUMASA
IPC分类号： E02D5/34 , E02D27/00 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a pile head reinforcing structure which is simple, economical, and good in workability.
SOLUTION: A pile head of a pile body 1 has mounted thereon reinforcements 3 with couplers and a cage 2. Each reinforcement 3 with the coupler is a member consisting of a reinforcement element 5 and the coupler 4 fitted on the same, and the reinforcement element 5 is arranged along an axial direction of the pile body 1 with the other end thereof protruded from the pile head, while part of an outer peripheral surface of the coupler 4 is fixed to an inner peripheral surface of a steel pipe 1a. The cage 2 is formed of a plurality of vertical reinforcements 2a and a plurality of horizontal reinforcements 2b connecting the vertical reinforcements 2a together, and its lower half body is inserted into a hollow portion of the steel pipe 1a such that an upper half portions of the vertical reinforcements 2a are protruded from the pile head. The reinforcements and the cage are embedded in a hardener 6 filled in the hollow portion of the steel pipe 1a to form the pile head reinforcing structure. According to the pile head reinforcing structure, the vertical reinforcements 2a of the cage 2 and the reinforcement elements 5 of the reinforcements 3 with the couplers are protruded from a pile head surface of the pile body 1, and these reinforcements are embedded in a foundation member 8 to function as an anchor member 7.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种简单，经济，可加工性好的桩头加固结构。解决方案：桩体1的桩头上安装有具有联接器和保持架2的加强件3.具有联接器的每个加强件3是由加强元件5和安装在其上的联接器4组成的构件，以及加强件5沿着桩体1的轴向布置，另一端从桩头突出，而联接器4的外周面的一部分固定在钢管1a的内周面上。保持架2由多个垂直加强件2a和将垂直加强件2a连接在一起的多个水平加强件2b形成，并且其下半体插入到钢管1a的中空部分中，使得上部半部分垂直加强件2a从桩头突出。加强件和保持架嵌入到填充在钢管1a的中空部分中的硬化剂6中，以形成桩头加强结构。根据桩头加强结构，保持架2的纵向加强件2a和具有联接器的加强件3的加强件5从桩体1的桩头表面突出，并且这些加强件嵌入基础构件（C）2005，JPO＆NCIPI

5. 发明专利

JP2012067524A Base isolation foundation and construction method therefor 有权
标题翻译：基础隔离基金会及其建设方法
公开(公告)号：JP2012067524A
公开(公告)日：2012-04-05
申请号：JP2010213785
申请日：2010-09-24
申请人： Shimizu Corp , 清水建設株式会社
发明人： ARITA YASUMASA , TAKEDA TAKUJI , FUCHIMOTO MASAKI , TOKAI KOICHI
IPC分类号： E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base isolation foundation capable of rationalizing the construction of an upper foundation and largely improving workability when constructing the base isolation foundation, and its construction method.SOLUTION: The base isolation foundation is applied to a base-isolated building of a structure for base-isolating and supporting a building body by a seismic isolator, the seismic isolator 3 is installed on a lower foundation 1, a planar PCa board 10 is installed on the seismic isolator and fixed by an anchor member 13, and an upper foundation 2 of RC construction as a foundation of the building body is integrally formed on the PCa board by the anchor member. When constructing the base isolation foundation, the lower foundation 1 for installing the seismic isolator 3 is constructed, the seismic isolator is installed on the lower foundation, then the PCa board 10 formed in a planar shape beforehand is disposed on the seismic isolator and fixed by the anchor member 13, and the upper foundation 2 of the RC construction is integrally formed with the PCa board by the anchor member at the upper part of the PCa board thereafter.
摘要翻译：要解决的问题：提供一种能够使上基础施工合理化的基础隔离基础，并且在构建基础隔离基础时大大提高加工性及其施工方法。解决方案：基础隔离基础应用于隔震建筑物，用于通过地震隔离器对建筑物进行基础隔离和支撑，隔震装置3安装在下基座1，平面PCa板 10安装在隔震器上并由锚固构件13固定，并且作为建筑物的基础的RC结构的上基础2由锚构件一体地形成在PCa板上。在构建基础隔离基础时，构造了用于安装隔震装置3的下基座1，将隔震装置安装在下基座上，然后预先形成平面状的PCa板10设置在隔震装置上，并由锚定构件13和RC构造的上基座2之后的PCa板的上部的锚固构件与PCa板一体地形成。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2004278178A Structure and method for joining reinforced concrete column and steel-frame beam 审中-公开
标题翻译：加固混凝土柱和钢框架梁的结构与方法
公开(公告)号：JP2004278178A
公开(公告)日：2004-10-07
申请号：JP2003072595
申请日：2003-03-17
申请人： Shimizu Corp , 清水建設株式会社
发明人： ENOMOTO HIDEFUMI , ARITA YASUMASA , YOSHIDA MAMORU
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To simply and surely rigidly join a reinforced concrete column and a steel-frame beam.
SOLUTION: In a structure for rigidly joining the reinforced concrete column 1 and the steel-frame beam 2, a joining member 7, wherein a gusset plate 9 is welded to the surface of a base plate 8, is fixed to a joint part by an anchor member; a web 2a of the steel-frame beam is bolt-fastened to the gusset plate; and a flange 2b is welded to the base plate. A three-side frame-shaped bent part 10 with one opened side part or an anchor bolt passing through the joint part is adopted as the anchor member. In the execution of work for joining the reinforced concrete column and the steel-frame beam, after the column 1 is preconstructed in a state wherein only the base plate 8 is fixed to the surface of the joint part, the gusset plate 9 is welded to the base plate; after that, the web 2a of the steel-frame beam 2 is bolt-fastened to the gusset plate; and the flange 2b is welded to the base plate.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：简单而可靠地刚性地连接钢筋混凝土柱和钢架梁。解决方案：在钢筋混凝土柱1和钢框架梁2刚性接合的结构中，将连接构件7固定在基板8的表面上，其中将角撑板9焊接到基板8的表面上部分由锚成员; 钢框架梁的腹板2a螺栓固定在角撑板上; 并且凸缘2b焊接到基板。作为锚定构件，采用具有一个开口侧部或通过接合部的锚定螺栓的三侧框架状弯曲部10。在执行用于连接钢筋混凝土柱和钢框梁的工作时，在仅将基板8固定在接合部的表面上的状态下，在柱1被预先构造之后，将角撑板9焊接到基板; 之后，将钢架梁2的腹板2a螺栓固定在角撑板上; 并且凸缘2b焊接到基板。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004169468A Step structure of truss-rod attached deck floor 审中-公开
公开(公告)号：JP2004169468A
公开(公告)日：2004-06-17
申请号：JP2002338211
申请日：2002-11-21
申请人： San Matekku:Kk , Shimizu Corp , 株式会社サン・マテック , 清水建設株式会社
发明人： ARITA YASUMASA , MASAFUJI MICHIHIRO , YOSHIDA MAMORU , YAMAMURA TOSHIHISA , YONEYAMA TADAMASA , HARADA NOBORU
IPC分类号： E04B5/38 , E04B5/40 , E04C5/16
摘要： PROBLEM TO BE SOLVED: To provide a step structure of a truss-rod attached deck floor making use of a truss-rod attached floor panel with high working efficiency by a simplified constitution.
SOLUTION: When a first floor panel 3 and a second floor panel 8 horizontally adjacent to each other after making a different height arrange so as to make both end sides 3c and 8c vertically coaxial, a first truss rod 4 and a second truss rod 9 form a clearance lap joint in a plan view. The lap length of the first truss rod 4 and the second truss rod 9 is made as a member length and the different height of the first truss rod 4 is made as a height to arrange a square-shaped reinforcing bar 16 between them, and a connecting bar equipped with a vertical member 14a having the member length for connecting the first upper end bar 5 and the first lower end bar 6 is placed to the ends of the first truss rod 4 and the second truss rod 9. Concrete 18 is placed to such a step 15 after subsidiary reinforcing bars 17 have been separately arranged so as to connect the second neighboring truss rods 9 to each other.
COPYRIGHT: (C)2004,JPO

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