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    • 4. 发明授权
    • 시설물 안전관리 시스템
    • 设施安全管理系统
    • KR101747960B1
    • 2017-06-15
    • KR1020170019749
    • 2017-02-14
    • (주) 동양구조안전기술
    • 정광량이병도
    • G06Q50/08G06F17/50G06Q10/06
    • G06Q50/08G06F17/5004G06Q10/0635
    • 본발명은시설물안전관리시스템에관한것으로서, 보다상세하게는빔(BIM; Building Information Modeling)과쓰리디스캐닝기술을활용하여시설물에대한안전관리를보다정확하고용이하게하는것이가능한시설물안전관리시스템에관한것이다. 상기시설물안전관리시스템은, 시설물의 2차원도면을기초로하여만들어진무결점 3차원의설계빔 데이터와시설물을 3차원적으로스캔하여만들어진스캐닝데이터가저장된기초데이터부; 상기기초데이터부의상기설계빔 데이터와상기스캐닝데이터를비교하여비접촉조사데이터를추출하는비접촉조사부; 시설물을직접현장에서조사한접촉조사데이터를생성하는접촉조사부; 상기기초데이터부의상기설계빔 데이터에상기스캐닝데이터를반영한시설물의실제빔 데이터가저장된실제빔 데이터부; 및상기비접촉조사데이터, 상기접촉조사데이터및 상기실제빔 데이터의사본이저장된메인서버;를포함하여이루어지는것을특징으로한다.
    • 在能够更准确且容易地安全管理用于通过利用设施,设施的安全管理系统;(建筑信息建模BIM)和本发明的三个去扫描技术,更具体地涉及一种设施的安全管理系统中的光束 它涉及。 该设施的安全管理系统,基于由扫描设备的三维扫描数据的二维图的基础上存储的声束数据和设施完整性3d的设计中创建的数据部分; 非接触照射单元,用于将基本数据单元的设计光束数据与扫描数据进行比较并提取非接触照射数据; 用于生成直接在设施上进行调查的接触调查数据的接触检查单元; 实际数据梁部分光束的设施,以基于反映数据存储在扫描数据部分的设计束数据的物理数据; 以及用于存储非接触照射数据,接触照射数据和实际射束数据的副本的主服务器。
    • 6. 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。
    • 8. 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。
    • 9. 发明授权
    • PC기둥과 PC보의 포스트텐션 압착식 접합구조물 및 그 접합구조물의 시공방법
    • 使用PC柱和PC梁之间的张力的压缩接头及其构造方法的连接
    • KR101289934B1
    • 2013-07-25
    • KR1020120148637
    • 2012-12-18
    • (주) 동양구조안전기술
    • 정광량우운택박광민
    • E04B1/22E04B1/58
    • PURPOSE: A post-tension force press type connection structure of a precast concrete (PC) column and a PC beam and a construction method thereof are provided to improve an internal force of a connection part by pressing a horizontal structure of a beam and a slab towards a column and reinforcing integrity. CONSTITUTION: A post-tension force press type connection structure (100) of a PC column and a PC beam comprises a PC column (10), a PC beam (20), and a post-tension unit (31). A bracket is formed on one side of the outer surface of the PC column, and a column penetration hole penetrating a side surface is formed on the PC column. The PC beam is installed on the side of the bracket of the PC column and forms a hollow unit and a beam penetration hole. The post-tension unit is tensed and is anchored by being arranged in order to simultaneously pass through the column penetration hole and the beam penetration hole. One or more anchorage units are included on one side surface of the hollow unit. One or more anchorage pockets are included on one side of the bottom surface of the hollow unit.
    • 目的:提供一种预制混凝土(PC)柱和PC梁的后张力压力式连接结构及其构造方法,以通过按压梁和板的水平结构来改善连接部分的内力 朝着一个立柱,增强完整性。 构成:PC柱和PC梁的后张力按压型连接结构(100)包括PC柱(10),PC梁(20)和后张力单元(31)。 在PC柱的外表面的一侧形成支架,在PC柱上形成贯通侧面的柱贯通孔。 PC梁安装在PC柱支架的侧面,形成一个中空单元和一个穿透孔。 后张力单元被拉紧,并且通过布置而被锚定,以便同时穿过柱穿透孔和束穿透孔。 一个或多个锚固单元包括在中空单元的一个侧表面上。 在中空单元的底表面的一侧上包括一个或多个锚固袋。
    • 10. 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。