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51. 发明专利

JP2012127083A Towering structure 审中-公开
标题翻译：提升结构
公开(公告)号：JP2012127083A
公开(公告)日：2012-07-05
申请号：JP2010278073
申请日：2010-12-14
申请人： Taisei Corp , 大成建設株式会社
发明人： HOSOZAWA OSAMU , SATO YOSHIHISA , KOMURO TSUTOMU , FUJIYAMA JUNJI , HAYABE YASUHIRO , OTAKE KATSUHIRO , FUKUMOTO YOSUKE , MATSUMOTO TETSUYA , WATANABE MASARU , OWAKU YOKO
IPC分类号： E04H12/16 , E04H12/20
摘要： PROBLEM TO BE SOLVED: To provide a towering structure which has a sufficient strength as a structure and does not damage the beauties in the surrounding areas.SOLUTION: A towering structure includes a columnar main body erected on the foundation, plural beam members that are coupled to the main body and extend from the main body in a radiation direction in plane view, and plural tension members that are coupled to the tips of the beam members and the foundation.
摘要翻译：要解决的问题：提供具有足够的强度作为结构并且不会损坏周围环境中的美女的高耸结构。解决方案：一种高耸的结构包括竖立在基座上的柱状主体，多个梁构件，其连接到主体并且在俯视图中沿着辐射方向从主体延伸，并且多个张力构件联接到梁构件的尖端和基础。版权所有（C）2012，JPO＆INPIT

52. 发明专利

JP2008163646A Method and structure for reinforcing existing column 有权
标题翻译：用于加固现有柱的方法和结构
公开(公告)号：JP2008163646A
公开(公告)日：2008-07-17
申请号：JP2006354488
申请日：2006-12-28
申请人： Taisei Corp , 大成建設株式会社
发明人： KOMURO TSUTOMU , KANEDA KAZUHIRO , TANIGUCHI TOSHITAKA
IPC分类号： E04G23/02 , E04B1/38
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for reinforcing an existing column such that a construction period is reduced by facilitating the contents of work, the driving of anchor reinforcements is eliminated or minimized, and construction is performed while using a building.
SOLUTION: This reinforcement structure in which a side wall is constructed on both sides of an existing column comprises a steel plate installed on one surface of the existing column and extending to both sides thereof; and side wall bodies formed integrally with the steel plate through the existing column on both sides of the existing column. The reinforcement structure in which a side wall is additionally formed on the surface perpendicular to the wall on both sides of the existing column on which the wall is additionally formed comprises: two sheets of left and right steel plates installed on the surfaces of the existing column on which the wall is constructed through the wall and extending to both sides of the existing column; and a side wall body formed integrally with the steel plates through the existing column on both sides of the existing column.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于加强现有塔的方法和结构，以便通过促进作业内容来减少施工周期，消除或最小化锚固加固件的驱动，并且在使用时进行施工建筑。解决方案：其中侧壁在现有塔的两侧构造的这种加强结构包括安装在现有塔的一个表面上并延伸到其两侧的钢板; 以及侧壁体，其通过现有柱的两侧的现有柱与钢板一体地形成。其另外形成在其上另外形成有现有列的两侧上的垂直于墙壁的表面上的侧壁的加强结构包括：安装在现有柱的表面上的两片左右钢板墙壁通过墙壁构造并延伸到现有柱体的两侧; 以及侧壁体，其通过现有柱的两侧的现有柱与钢板一体地形成。版权所有（C）2008，JPO＆INPIT

53. 发明专利

JP2005336721A Vibration damping structure and damping system 有权
标题翻译：振动阻尼结构与阻尼系统
公开(公告)号：JP2005336721A
公开(公告)日：2005-12-08
申请号：JP2004153235
申请日：2004-05-24
申请人： Taisei Corp , 大成建設株式会社
发明人： SHINOZAKI YOZO , KOMURO TSUTOMU , KIMURA YUICHI , ISSHIKI YUJI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration damping structure and a damping system capable of having sufficient strength against shear force in the horizontal direction and increasing deformation capacity in the lower end section of a multi-story shear wall.
SOLUTION: The vibration damping structure 1 comprises two multi-story shear walls 10 and 10 separately erected in the same plane, a plurality of boundary beams 20 and 20 connecting both inside vertical members 11b of the two multi-story shear walls 10 and 10 and an oil damper D intervening between the lower end section of the inside vertical member 11b and a basic section 5, and the lower end section of the outside vertical member 11a of the multi-story shear walls 10 and 10 is supported by a pin.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够在水平方向上具有足够的抗剪切力的强度的减震结构和阻尼系统，并且增加多层剪力墙的下端部的变形能力。解决方案：减振结构1包括在同一平面内单独竖立的两个多层剪力墙10和10，连接两个多层剪力墙10的内垂直构件11b的多个边界梁20和20 并且在内侧垂直构件11b的下端部与基部5之间插入有油阻尼器D，多层剪力墙10,10的外侧垂直构件11a的下端部由销。版权所有（C）2006，JPO＆NCIPI

54. 发明专利

JP2005264498A Structure 有权
标题翻译：结构体
公开(公告)号：JP2005264498A
公开(公告)日：2005-09-29
申请号：JP2004076164
申请日：2004-03-17
申请人： Taisei Corp , 大成建設株式会社
发明人： KOMURO TSUTOMU , TERAJIMA TOMOHIRO , KAMEDA RYUKICHI , OBA NAOHITO , ITO KIYOHITO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a structure, in which a framed-stud permanent substructural column, a lower support, a joining member, a floor body and an upper support are joined simply and which has a large bearing capacity by surely transmitting the axial force of the structure into a ground by the framed-stud permanent substructural column.
SOLUTION: The structure 1 has a reinforcing bar 3a projected in the axial direction from a top face. The structure 1 is composed of the lower support 3 disposed in upright on the ground in the lower section of the floor body 5 as a boundary between an upper skeleton 30 and a lower skeleton 40, and the joining member 4 being joined on the top face of the lower support 3 and being capable of joining the floor body 5 with a side face under the state in which the reinforcing bar 3a projected from the top face of the lower support 3 is inserted. The structure 1 is further composed of the upper support 6 disposed in upright on the top face of the joining member 4, and the framed-stud permanent substructural column 2 buried in the ground under the state in which the framed-stud permanent substructural column 2 is inserted into the lower support 3 without projecting from the upper surface of the lower support 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种结构，其中框架式立柱永久性底架柱，下支撑件，接合构件，地板本体和上支撑件简单地接合并且确实具有大的承载能力通过框架式螺柱永久性底架柱将结构的轴向力传递到地面。解决方案：结构1具有从顶面沿轴向突出的钢筋3a。结构体1由作为上骨架30和下骨架40之间的边界的地板本体5的下部的地面上立起的下支撑体3构成，接合构件4在顶面并且能够在从下支撑件3的顶面突出的钢筋3a插入的状态下将底板5与侧面接合。结构1还包括在接合构件4的上表面上竖立设置的上支撑件6和在框架螺柱永久性底座柱2的状态下埋设在地面中的框架螺柱永久性底座柱2 被插入到下支撑件3中而不从下支撑件3的上表面突出。（C）2005年，JPO和NCIPI

55. 发明专利

JP2005207084A Method of connecting column member joint portion 有权
标题翻译：连接柱状接头部分的方法
公开(公告)号：JP2005207084A
公开(公告)日：2005-08-04
申请号：JP2004013826
申请日：2004-01-22
申请人： Taisei Corp , 大成建設株式会社
发明人： TERAJIMA TOMOHIRO , KOMURO TSUTOMU , KAMEDA RYUKICHI , OBA NAOHITO , ITO KIYOHITO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method of connecting a column member joint portion, for positively connecting a column member of a precast (PCa) reinforced concrete construction and a connection member together in a short construction period.
SOLUTION: According to the method, a joint space portion 15 is formed between an upper surface of the column member 11 and a lower surface of the connection member (capital 21) so as to communicate with filler injection holes 13 formed in the column member, so as to communicate with main reinforcement through holes 22 formed in the connection member, and so as to be blocked on the periphery thereof. Then axial main reinforcements 12 are inserted into the main reinforcement through holes, and the connection member is set on the column member, followed by injecting a filler 35 into the joint space portion and the main reinforcement through holes, to thereby connect the column member and the connection member together in one body.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种连接柱构件接合部分的方法，用于在短的施工周期中将预制（PCa）钢筋混凝土结构的柱构件和连接构件一体地连接在一起。解决方案：根据该方法，在柱构件11的上表面和连接构件（资本21）的下表面之间形成有接合空间部分15，以便与形成在柱构件11中的填料注入孔13连通。柱构件，以便与形成在连接构件中的孔22的主加强件连通，并且在其周边被阻挡。然后将轴向主加固件12插入主加强件通孔中，将连接构件设置在柱构件上，然后将填料35注入接合空间部分和主加强件通孔中，从而将柱构件和连接构件一体在一体。版权所有（C）2005，JPO＆NCIPI

56. 发明专利

JP2005090032A Joint structure for wire rod 有权
标题翻译：电线接头结构
公开(公告)号：JP2005090032A
公开(公告)日：2005-04-07
申请号：JP2003322702
申请日：2003-09-16
申请人： High Frequency Heattreat Co Ltd , Taisei Corp , 大成建設株式会社 , 高周波熱錬株式会社
发明人： AOSHIMA KAZUKI , KOMURO TSUTOMU , KAWABATA KAZUMI , KANZAWA TOMIAKI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide the safe joint structure for wire rods with excellent workability without lowering the toughness of the wire rod.
SOLUTION: In the structure for joining anchor reinforcements 10 (the wire rod) having an enlarged diameter part 12 at the tip, to a structure through a connecting coupler 20 mounted to the structure, the connecting coupler 20 is formed in a cylindrical shape with a locking part for the enlarged diameter part 12 of the anchor reinforcement 10, and the enlarged diameter part 12 of the anchor reinforcement 10 is locked to the locking part of the connecting coupler 20.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供具有优良加工性的线材的安全接头结构，而不降低线材的韧性。解决方案：在具有在尖端处具有扩大直径部分12的锚固件加强件10（线材）的结构中，通过安装到结构的连接联接器20到结构，连接联接器20形成为圆柱形具有用于锚固加强件10的扩大直径部分12的锁定部分的形状，并且锚固加强件10的扩大直径部分12被锁定到连接联接器20的锁定部分。版权所有（C）2005， JPO＆NCIPI

57. 发明专利

JP2002188301A PLATE-TYPE BUILDING 失效
公开(公告)号：JP2002188301A
公开(公告)日：2002-07-05
申请号：JP2000386582
申请日：2000-12-20
申请人： TAISEI CORP
发明人： KOMURO TSUTOMU , MIURA TOMOKI
IPC分类号： E04B1/98 , E04B1/04 , E04B2/56 , E04H1/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a plate-type building applied to a mid-to-high-rise apartment easily applicable to a multistory building, eliminating sense of oppression of a habitable space and entrance of a dwelling unit, and heightening the degree of freedom for design. SOLUTION: A balcony 2 and an outside corridor 3 are disposed on both sides of the dwelling unit 16, and a first pillar 5 is erected in the balcony 2. A stud 12 is erected in the boundary between the dwelling unit 16 and the outside corridor 3, and a second pillar 13 is erected on the outside of the outside corridor 3. A bearing wall 7 is provided to connect the first pillar 5 and the stud 12, and a boundary beam 4 made of dead soft steel is disposed to connect the stud 12 and the second pillar 13. Thus, the bearing wall 7 and the boundary beam 4 are continuously extended widely from the balcony 2 to the outside of the outside corridor 3, thereby increasing earthquake resistance in the direction of wall is increased for that. It is not necessary to project the pillar and the beam into the dwelling unit 16 as the earthquake resistance is increased.

58. 发明专利

JPH11269872A REINFORCING BAR ARRANGEMENT ASSEMBLY OF REINFORCED CONCERT CAST-IN-PLACE PILE 失效
公开(公告)号：JPH11269872A
公开(公告)日：1999-10-05
申请号：JP7995398
申请日：1998-03-26
申请人： TAISEI CORP
发明人： KAWABATA KAZUMI , HARA TAKAFUMI , KOMURO TSUTOMU
IPC分类号： E02D5/30 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To prevent occurrence of partial loss of section or the fall of strength by heat in reinforcement and, at the same time, to make it possible to use the reinforcement with high strength. SOLUTION: A plurality of metal fixtures 2 are fixed to the circumference of a circular holding member 3 with a fixed device such as welding, etc., in correspondence to circumferential intervals of an axial reinforcement 1 making tack welding. Then, the axial reinforcement 1 is fitted between both lower side plates 5 and 5 from the front ends of both upper side plates 6 and 6 of each of the metal fixtures 2 to bear the axial reinforcement 1 elastically, and then, the remaining axial reinforcements 1 are bound to the circular holding member 3 with whips, and the assembly of arrangement is completed accordingly. All axial reinforcements are bound to each other by using the metal fixtures 2.

59. 发明专利

JPH11303450A VIBRATION CONTROL STUD OF REINFORCED CONCRETE STRUCTURE 失效
公开(公告)号：JPH11303450A
公开(公告)日：1999-11-02
申请号：JP11089398
申请日：1998-04-21
申请人： TAISEI CORP
发明人： KAWABATA KAZUMI , HARA TAKAFUMI , KOMURO TSUTOMU , TERAJIMA TOMOHIRO
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control stud of a reinforced concrete structure that can increase the effect of controlling a vibration of a structure resulting from an external force such as an earthquake or wind, can be installed without necessitating special construction techniques, shorten a construction period, and is economically viable. SOLUTION: An RC upper stud connecting portion 10 formed downward from the longitudinal center of an upper RC beam 4 toward an RC frame 6, an RC lower stud connecting portion 12 formed upward from the longitudinal center of the lower RC beam 4 toward the upper stud connecting portion. And a stud 14 whose upper and lower and lower ends are connected to the upper and lower stud connecting portions 10, 12 and have an H-shaped cross section that is furnished with a vibration control member (wed) made of very low yield point steel that deforms plastically under a proof stress lower than that of the RC frame at a time when a horizontal external force such as an earthquake or wind load is input.

60. 发明专利

JPH0489948A REINFORCED CONCRETE MEMBER WITH MILD STEEL BARS HAVING DIFFERENT STRENGTH 失效
公开(公告)号：JPH0489948A
公开(公告)日：1992-03-24
申请号：JP20136990
申请日：1990-07-31
申请人： TAISEI CORP
发明人： WATANABE FUMIO , KANI CHOEI , SATO KEIJI , MATSUBARA MASAYASU , KOMURO TSUTOMU
IPC分类号： E04B1/16 , E04C5/06 , E04G21/12
摘要： PURPOSE:To avoid concentrated collapse by forming a reinforced concrete member in the form of a cage from axially stretching mild steel bars and aiti- shear reinforcing mild steel bars, therein including axially stretching bars having different strengths, and thereby shifting in steps the yield timing of the member to be caused by external force. CONSTITUTION:In the form of a cage a reinforced concrete member is constructed from anti-share mild steel bars 2 and axially stretching mild steel bars, the latter consisting of two types, i.e., low strength bars 1a and high strength bars 16. The yield timing due to external force is shifted in steps by arranging the mix proportion and strengths of these different types of axially stretching bars 1a, 1b, and thereby the concrete member is provided with a specific hysteresis restoring characteristic. This enables optimum design of economic member, which conforms to the anti-seismic performance requirements imposed on a building.

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