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    • 1. 发明公开
    • 변단면 스트립형 강재 댐퍼
    • 带有条纹的金属阻尼器
    • KR1020140027865A
    • 2014-03-07
    • KR1020130042241
    • 2013-04-17
    • 고려대학교 산학협력단유니슨이테크 주식회사(주) 동양구조안전기술
    • 주영규이창환김상대정광량우운택이윤희정성찬이명규임호철
    • E04B1/98E04H9/02
    • The present invention relates to a strip type steel damper which has energy dissipation improved efficiency by evenly distributing load over a strip when horizontal load is generated by earthquake load, the strip type steel damper comprising: an upper fixed plate having the front side fixed on a construction; a lower fixed plate which is arranged with a fixed space from and in parallel with the lower side of the upper fixed plate and which has the front side fixed on the construction; and multiple strips which has an upper end connected to the lateral side of the lower end of the upper fixed plate and a lower end connected to lateral side of the upper end of the lower fixed plate, which have multiple strips formed by being formed at constant intervals along the lateral directions of the upper and lower fixed plates and which have the shapes having the widths of the upper and lower ends wider than that of the middle portion thereof, wherein the strip has the end whose width and height are in the aspect ratio of 1:5-1:8.
    • 带状钢阻尼器本发明涉及一种带状钢阻尼器,其通过在由地震载荷产生水平载荷时通过在带上均匀分布载荷而提高了能量消耗,该带状钢阻尼器包括:上固定板,其前侧固定在 施工; 下固定板,其固定空间与上固定板的下侧平行并具有固定在结构上的前侧; 以及多个条带,其上端连接到上固定板的下端的侧面,并且下端连接到下固定板的上端的侧面,其具有通过形成为恒定形成的多个条带 沿上下固定板的横向方向的间隔,并且具有上端宽度和下端宽度大于其中间部分宽度的形状,其中带的宽度和高度为纵横比的端部 为1:5-1:8。
    • 4. 发明公开
    • 제진 댐퍼
    • ASEISMIC阻尼器
    • KR1020140034268A
    • 2014-03-19
    • KR1020140021465
    • 2014-02-24
    • 고려대학교 산학협력단(주) 동양구조안전기술
    • 주영규이창환김상대정광량우운택
    • E04B1/98E04H9/02
    • The present invention relates to a vibration control damper. An upper body and a lower body are individually connected to an upper beam and a lower beam of a building, and a center body is arranged between the upper body and the lower body. The upper body, the lower body, and the center body are mutually connected to move while being rubbed against each other. When an external load such as a wind or an earthquake is applied, a primary friction damping step in which the upper and lower bodies relatively move by being rubbed against the center body, and a secondary damping step which occurs based on the change in the center body itself, are sequentially conducted. Therefore, the vibration control damper has both vibration control properties and earthquake-resistant properties depending on the external load.
    • 本发明涉及一种振动控制阻尼器。 上体和下体独立地连接到建筑物的上梁和下梁,中心体设置在上身和下身之间。 上身,下身和中心体相互连接,并相互摩擦。 当施加诸如风或地震的外部负载时,主摩擦阻尼步骤,其中上体和下体相对于相对于中心体摩擦而相对移动,并且基于中心的变化发生二次阻尼步骤 身体本身,顺序进行。 因此,振动控制阻尼器具有取决于外部负载的振动控制特性和抗震性能。
    • 5. 发明公开
    • 제진 댐퍼
    • ASEISMIC阻尼器
    • KR1020120136667A
    • 2012-12-20
    • KR1020110055730
    • 2011-06-09
    • 고려대학교 산학협력단(주) 동양구조안전기술
    • 주영규이창환김상대정광량우운택
    • E04B1/98E04H9/02
    • PURPOSE: A vibration control damper is provided to disperse wind and earthquake loads without an additional vibration reduction device and to minimize maintenance work. CONSTITUTION: A vibration control damper comprises upper and lower bodies(200), a center body(300), and upper and lower connection modules(400,500). The center body is arranged between the upper and lower bodies. The upper connection module connects the upper and center bodies to each other to be relatively movable. The lower connection module connects the lower and center bodies to each other to be relatively movable. An external load is firstly damped through the relative movement of the upper and lower bodies to the center body.
    • 目的:提供振动控制阻尼器,以分散风和地震载荷,无需额外的减震装置,并尽量减少维护工作。 构成:振动控制阻尼器包括上主体和下主体(200),中心体(300)和上下连接模块(400,500)。 中心体设置在上身和下体之间。 上连接模块将上体和中心体彼此连接成相对移动。 下连接模块将下体和中心体彼此连接成相对移动。 首先通过上身和下体相对于中心体的相对运动来阻止外部负载。
    • 9. 发明公开
    • 싱글 레이어 프리폼 노드
    • 单层自由格式节点
    • KR1020120126424A
    • 2012-11-21
    • KR1020110044190
    • 2011-05-11
    • 고려대학교 산학협력단(주) 동양구조안전기술
    • 주영규김상대오진탁황경주정광량
    • E04B1/58E04B1/24
    • PURPOSE: A free form node with a single layer is provided to facilitate construction work by reducing the weight of a node core through the formation of an opening. CONSTITUTION: A free form node with a single layer comprises a node core(100), multiple connection blocks(200), and blade beams(300). A through hole(110) is formed by cutting the top and bottom ends of the node core. The connection blocks are welded to the outer surface of the node core, and one surface of each connection block has a spherical surface. The blade beams are welded to the other surfaces of the connection blocks to be protruded along the radial direction of the node core. Multiple coupling holes(310) are formed in the blade beams so that steel pipe members can be coupled thereto using bolts.
    • 目的:提供具有单层的自由形式节点,以便通过形成开口来减小节点芯的重量来促进施工工作。 构成:具有单层的自由形式节点包括节点核心(100),多个连接块(200)和刀片梁(300)。 通过切割节点芯的顶端和底端形成通孔(110)。 连接块焊接到节点芯的外表面,每个连接块的一个表面具有球形表面。 刀片梁焊接到连接块的其他表面,以沿着节点芯的径向方向突出。 多个联接孔(310)形成在叶片梁中,使得钢管构件可以使用螺栓联接到其上。