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1. 发明公开

KR1020120011001A 변위 증폭형 제진장치를 이용한 다층 변위 증폭 제진시스템 有权
标题翻译：具有位移扩增的多层耦合地震能量耗散系统
公开(公告)号：KR1020120011001A
公开(公告)日：2012-02-06
申请号：KR1020110139170
申请日：2011-12-21
申请人： 한국건설기술연구원
发明人： 유영찬 , 최기선 , 김긍환
IPC分类号： E04H9/02 , E04B1/98
CPC分类号： E04H9/021 , E04B1/985 , E04H9/027 , E04H2009/026
摘要： PURPOSE: A multi-story displacement-amplifying and vibration-control system is provided to enhance absorbing and dissipating energy of a damper by amplifying the displacement of a structure caused by earthquake and applying the displacement to the damper. CONSTITUTION: A multi-story displacement-amplifying and vibration-control system comprises vertical frames(200a,200b), and a vibration control device(20). The vertical frames are installed in parallel to the column(301) of a building structure(300). The vibration control device is installed over different stories of the building structure using the vertical frames. The vibration control device consists of one damper(90) and two bracing members(83,84). One end of the damper is rotatably connected to one end of the bracing member at one node. The other end of the damper is rotatably connected to the node formed on a first vertical frame and is arranged to a second vertical frame in diagonal direction.
摘要翻译：目的：提供一种多层位移放大和振动控制系统，通过放大由地震造成的结构位移并将位移施加到阻尼器来增强阻尼器的吸收和耗散能量。构成：多层位移放大和振动控制系统包括垂直框架（200a，200b）和振动控制装置（20）。垂直框架平行于建筑结构（300）的柱（301）安装。振动控制装置使用垂直框架安装在建筑结构的不同故事之上。振动控制装置由一个阻尼器（90）和两个支撑构件（83,84）组成。阻尼器的一端在一个节点处可旋转地连接到支撑构件的一端。阻尼器的另一端可旋转地连接到形成在第一垂直框架上的节点，并且被布置在对角线方向上的第二垂直框架上。

2. 发明授权

KR101070257B1 건축 구조물의 가새형 내진 보강구조 失效
标题翻译：建筑结构抗震加固结构
公开(公告)号：KR101070257B1
公开(公告)日：2011-10-06
申请号：KR1020080078169
申请日：2008-08-08
申请人： 한국건설기술연구원
发明人： 유영찬 , 최기선 , 김긍환 , 손영선
IPC分类号： E04H9/02 , E04B1/98
摘要： 또한, 본발명에서는메인기둥의둘레를따라상부및 바닥슬래브와연결되는보조기둥이복수로설치되고; 메인기둥과보조기둥또는서로마주하는상기보조기둥간에하나이상에너지소산장치가대각방향으로빗대어진상태로연결되도록설치함으로써, 강력한내진보강이요구되는라멘구조에서에너지소산장치의효율적인설치를유도하면서설치공간을최소할수 있는건축구조물의가새형내진보강구조가제공된다.

3. 发明公开

KR1020110044180A 복수개의 앵글형 편심 회전판을 구비한 변위 증폭형 제진 시스템 失效
标题翻译：位移放大阻尼系统
公开(公告)号：KR1020110044180A
公开(公告)日：2011-04-28
申请号：KR1020110024075
申请日：2011-03-17
申请人： 한국건설기술연구원
发明人： 유영찬 , 최기선 , 김긍환 , 손영선
IPC分类号： E04H9/02 , E04B1/98
CPC分类号： E04H9/021 , E04B1/985 , F16F15/02
摘要： PURPOSE: A displacement-amplifying vibration isolating system comprising a plurality of angle-type eccentric rotating plates is provided to show sufficient energy dissipation ability within the damage displacement of a structure and to maximize the displacement of a damper by amplifying transversal displacement of a structure. CONSTITUTION: A displacement-amplifying vibration isolating system comprising a plurality of angle-type eccentric rotating plates comprises a plurality of link members(11~14), a pair of eccentric rotating plates(70), a damper(20) and a support member(50). The link members are connected to a structure and are hinge-coupled each other. The eccentric rotating plates connect a support point(P0) to the joint of a pair of link members and the joint of another pair of link members. The damper is hinge-coupled between the first point of actions(P1) of the eccentric rotating plates to absorb the displacement of a structure. The support member is installed on the second point of action(P2) of the eccentric rotating plates and is connected to each upper corner of the structure.
摘要翻译：目的：提供一种位移放大防振系统，其包括多个角型偏心旋转板，以在结构的损伤位移内显示足够的能量消散能力，并通过放大结构的横向位移来最大限度地减小阻尼器的位移。构成：包括多个角型偏心旋转板的位移放大型隔振系统，包括多个连杆构件（11〜14），一对偏心旋转板（70），阻尼器（20）和支撑构件（50）。连杆构件连接到结构并且彼此铰接。偏心旋转板将支撑点（P0）连接到一对连杆构件的接头和另一对连杆构件的接头。阻尼器铰接在偏心旋转板的第一动作点（P1）之间以吸收结构的位移。支撑构件安装在偏心旋转板的第二作用点（P2）上并且连接到结构的每个上角。

4. 发明公开

KR1020100045323A 변위 증폭형 제진 시스템 失效
标题翻译：位移放大阻尼系统
公开(公告)号：KR1020100045323A
公开(公告)日：2010-05-03
申请号：KR1020080104452
申请日：2008-10-23
申请人： 한국건설기술연구원
发明人： 유영찬 , 최기선 , 김긍환 , 손영선
IPC分类号： E04H9/02 , E04B1/98
CPC分类号： E04H9/021 , E04B1/985 , F16F15/02
摘要： PURPOSE: A displacement-amplifying damping system is provided to minimize damage to a structure, and to reduce manufacturing costs by using a damper with small capacity. CONSTITUTION: A displacement-amplifying damping system comprises link members(11,12,13,14) and a damper(20). The link members are connected to a structure(100). The damper is installed between joint points of the link members, and absorbs displacement of the structure. When the structure is deformed, the link members expand and contract the damper, bidirectionally.
摘要翻译：目的：提供位移放大阻尼系统以最小化对结构的损坏，并通过使用小容量的阻尼器来降低制造成本。构成：位移放大阻尼系统包括连杆构件（11,12,13,14）和阻尼器（20）。链接构件连接到结构（100）。阻尼器安装在连杆构件的连接点之间，并吸收结构的位移。当结构变形时，连杆构件双向膨胀和收缩阻尼器。

5. 发明授权

KR100927737B1 건축 구조물의 내진보강 복합장치 및 내진 보강구조 有权
标题翻译： 건축구조물의내진보강복합장치및내진보강구조
公开(公告)号：KR100927737B1
公开(公告)日：2009-11-18
申请号：KR1020070122931
申请日：2007-11-29
申请人： 한국건설기술연구원 , (주)테크스퀘어
发明人： 유영찬 , 최기선 , 김긍환 , 조해진
IPC分类号： E04H9/02 , E04B1/98 , E04C3/34
摘要： An aseismatic reinforcement composite device and an aseismatic reinforcement structure of building are provided to absorb displacement of the column and slab directly and thus to improve stability of the building. An aseismatic reinforcement composite device(18) of building comprises a fixing bar member(20) fixed to an upper slab(12) of the structure to reinforce, first energy dissipating devices(22) arranged at regular intervals along the fixing bar member to absorb the energy delivered vertically, and a second energy dissipating device(24) arranged on the bottom of the fixing bar member to absorb the energy delivered horizontally.
摘要翻译：提供抗震加固复合装置和建筑抗震加固结构，以直接吸收柱和板的位移，从而提高建筑物的稳定性。第一能量耗散装置（22）沿着固定杆构件以规则间隔布置以吸收建筑物的抗震加强复合装置（18），该固定杆构件（20）固定到结构的上部板（12）以增强第一能量耗散装置垂直输送的能量，以及布置在固定杆构件的底部上的第二能量耗散装置（24），以吸收水平传送的能量。

6. 发明公开

KR1020090056001A 기존 건물의 내진성능을 향상시킬 수 있는 기존 건물과신축 건물의 연결구조 有权
标题翻译：新建筑与旧建筑之间的连接结构
公开(公告)号：KR1020090056001A
公开(公告)日：2009-06-03
申请号：KR1020070122924
申请日：2007-11-29
申请人： 한국건설기술연구원 , (주)테크스퀘어
发明人： 유영찬 , 최기선 , 김긍환 , 조해진
IPC分类号： E04H9/02 , E04B1/98
CPC分类号： E04H9/021 , E04B1/98
摘要： A connection structure between a new building and the existing building is provided to connect new buildings adjacent to the existing building horizontally via a horizontal connection damper to improve the earthquake-resistance of the existing building. A connection structure between a new building and the existing building comprises a connection girder(31) and a connection bottom plate(32) which are connected to the existing building(10) when constructing a new building(20). The connection girder and bottom plate are extended toward the existing building. A damper(40) is equipped on the existing building side end of the girder. One end of the damper is fixed to the existing building so that only the end of the girder of the new building is connected to the existing building via the damper and earthquake load acting on the existing building is attenuated by the damper.
摘要翻译：提供新建筑与现有建筑物之间的连接结构，通过水平连接阻尼器水平连接现有建筑物附近的新建筑物，以改善现有建筑物的抗震性能。新建筑物和现有建筑物之间的连接结构包括在构造新建筑物（20）时连接到现有建筑物（10）的连接梁（31）和连接底板（32）。连接梁和底板向现有建筑物延伸。在大梁的现有建筑物侧端设有阻尼器（40）。阻尼器的一端固定在现有建筑物上，使得新建筑物的大梁末端通过阻尼器连接到现有建筑物，并且作用在现有建筑物上的地震载荷被减震器衰减。

7. 发明授权

KR100680598B1 마찰지압형 정착장치 및 이를 이용한 구조물 보강방법 失效
标题翻译：摩擦压力式固定装置及使用其的加强结构的方法
公开(公告)号：KR100680598B1
公开(公告)日：2007-02-08
申请号：KR1020050125935
申请日：2005-12-20
申请人： 한국건설기술연구원
发明人： 유영찬 , 최기선 , 김긍환
IPC分类号： E01D22/00 , E01D19/16

8. 发明授权

KR100666028B1 유연성이 구비된 섬유보강폴리머 보강재 및 그 제작방법 有权
标题翻译：具有柔韧性的纤维增强聚合物和制备方法
公开(公告)号：KR100666028B1
公开(公告)日：2007-01-09
申请号：KR1020050074043
申请日：2005-08-12
申请人： 한국건설기술연구원
发明人： 유영찬 , 김긍환 , 최기선
IPC分类号： D07B1/12 , D07B1/00
摘要： A fiber reinforced polymer reinforcement member with flexibility and a manufacturing method thereof are provided to perform the soft destruction behavior of a structure. An internal fiber(110) is made of the FRP(Fiber Reinforce Polymer) materials. The outer fibers(120) are spirally twisted at the circumference of the internal fiber toward the longitudinal direction. The respective fibers and the outer surface of the internal fiber and contact portions of the fibers are maintained with the non-contact state. The outer fibers are surrounded with combining members(130) so that the arrangement type of the outer fibers are maintained.
摘要翻译：提供具有柔性的纤维增强聚合物增强部件及其制造方法，以执行结构的软破坏行为。内部纤维（110）由FRP（纤维增强聚合物）材料制成。外纤维（120）在内纤维的周向上朝向长度方向螺旋状扭曲。各纤维和内纤维的外表面和纤维的接触部分保持非接触状态。外纤维被组合构件（130）包围，从而保持外纤维的布置类型。

9. 发明授权

KR100660029B1 프리스트레스트가 도입된 섬유보강복합체를 이용한 구조물빔 전단보강장치 有权
标题翻译：预应力纤维增强复合材料结构梁剪切增强
公开(公告)号：KR100660029B1
公开(公告)日：2006-12-20
申请号：KR1020040099750
申请日：2004-12-01
申请人： 한국건설기술연구원
发明人： 유영찬 , 김긍환 , 최기선
IPC分类号： E04G23/02
摘要： 본 발명은 구조용 빔의 양 측면에 설치된 고정구, 상기 고정구 위치에 대응하여 빔의 양 하부 모서리를 감싸면서 설치된 인장구; 및 상기 고정구에 일측단부가 고정된 상태에서 타측단부가 상기 인장구에 긴장 후 정착되거나, 상기 인장구 사이에 긴장 후 정착되며, 비부착 또는 부착상태로 설치되어 빔에 높이방향 및 폭방향으로 프리스트레스를 도입시킬 수 있는 섬유보강복합체;를 포함하는 구조물 빔용 전단보강장치에 관한 것이다.
FRP, 전단보강, 정착장치, 프리스트레스트
摘要翻译：本发明涉及一种结构，该结构包括设置在结构梁的两侧上的固定装置，围绕对应于固定位置的梁的两个下角部的抗拉构件，并且，固定部件以一端固定的状态固定在固定部件上，另一端在张紧部件张紧在张紧部件之间张紧后张紧张紧部件后固定，用于结构梁的抗剪加固。

10. 发明授权

KR100606862B1 프리스트레스트가 도입된 섬유보강복합체를 이용한내진보강장치 有权
标题翻译：用预应力纤维增强复合材料进行抗震加固
公开(公告)号：KR100606862B1
公开(公告)日：2006-08-01
申请号：KR1020040099749
申请日：2004-12-01
申请人： 한국건설기술연구원
发明人： 유영찬 , 김긍환 , 최기선
IPC分类号： E01D19/02 , E01D22/00
摘要： 본 발명은 교량하부구조물 보강에 있어서, 교각 상부 외주면에 설치된 제 1정착구;교각 하부와 연결된 교각기초 상부면에 설치된 제 2정착구; 및 교각에 프리스트레스가 도입되도록, 간격을 두고 교각을 나선형으로 감싸면서 상기 제 1정착구 및 제 2정착구에 양 단부가 함께 긴장 된 후 정착되는 섬유보강복합체;를 포함하여 교각에 전달되는 지진하중에 의한 응력을 교각기초에 전달할 수 있는 프리스트레스가 도입된 섬유보강복합체를 이용한 내진보강장치에 관한 것이다.
FRP, 내진보강, 정착장치, 프리스트레스트
摘要翻译：在结构加固的下部的本发明桥接器，所述第一锚固安装在桥墩上外周面，第二锚固安装在连接到所述桥墩基础结构墩底的顶表面; 并且使得预应力被引入到码头，所述第一锚固和第二锚固纤维增强复合材料，其两端都沿间隔开以围绕螺旋码头中的张力之后解决;包括由传输到码头地震载荷并且涉及一种使用纤维增强复合材料的抗震加固装置，其中应力传递到桥墩基础。

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