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1. 发明公开

KR1020090093524A 무거푸집 기둥과 ｉＴＥＣＨ 합성보의 접합부 연결구조 및그 시공방법 无效
标题翻译：无孔钢管和钢筋连接结构及其构造方法
公开(公告)号：KR1020090093524A
公开(公告)日：2009-09-02
申请号：KR1020080019085
申请日：2008-02-29
申请人： 서울주택도시공사 , 명화엔지니어링 주식회사 , (주) 동양구조안전기술
发明人： 김형근 , 강지연 , 강석준 , 정병석 , 남순우 , 정광량 , 우운택 , 김도현
IPC分类号： E04B1/24 , E04B1/58 , E04B1/30
摘要： A junction connection structure between a form-less column and an iTECH composite beam and a construction method thereof are provided to improve structural performance and to shorten the construction period because the integrity of the junction between form-less column and iTECH composite beam are intensified. A junction connection structure between a form-less column and an iTECH composite beam comprises a form-less column(100) wherein L-section steels(110) are arranged in each edge and a Y-shaped steel plate(120) having a predetermined thickness is welded between L-section steels, a top flange, a bottom flange of which of the width is wider than the top flange, and a web connecting the top flange and bottom flange. Plurality web holes are formed along the web at the same interval. In addition, the structure comprises plurality iTECH composite beams(200) connected to the circumference of the form-less column, and a joining device(300) which includes a body formed with the rectangular tube and a bracket protruding from four sides of the body and connects the iTECH composite beam to the form-less column.
摘要翻译：提供无形列和iTECH复合梁之间的结连接结构及其构造方法，以提高结构性能并缩短施工周期，因为无形列和iTECH复合梁之间的连接的完整性增强。无形柱和iTECH复合梁之间的接合连接结构包括一个无形柱（100），其中L形钢（110）布置在每个边缘中，并且具有预定的Y形钢板（120）厚度在L型钢，顶部法兰，其宽度比顶部法兰宽的底部法兰之间焊接，以及连接顶部凸缘和底部凸缘的腹板。沿着腹板以相同的间隔形成多个网孔。此外，该结构包括连接到无形列的圆周的多个iTECH复合梁（200）和包括形成有矩形管的主体和从主体的四边突出的支架的接合装置（300）并将iTECH复合光束连接到无形列。

2. 发明授权

KR101939676B1 고효율 경량 정착부 구조 有权
公开(公告)号：KR101939676B1
公开(公告)日：2019-01-17
申请号：KR1020180105325
申请日：2018-09-04
申请人： (주) 동양구조안전기술
发明人： 정광량 , 박정우 , 유종혜
IPC分类号： E04C5/12

3. 发明授权

KR101747960B1 시설물 안전관리 시스템 有权
标题翻译：设施安全管理系统
公开(公告)号：KR101747960B1
公开(公告)日：2017-06-15
申请号：KR1020170019749
申请日：2017-02-14
申请人： (주) 동양구조안전기술
发明人： 정광량 , 이병도
IPC分类号： G06Q50/08 , G06F17/50 , G06Q10/06
CPC分类号： G06Q50/08 , G06F17/5004 , G06Q10/0635
摘要： 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.
摘要翻译：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。

4. 发明授权

KR101402479B1 제진 댐퍼 有权
标题翻译：抗震阻尼器
公开(公告)号：KR101402479B1
公开(公告)日：2014-06-09
申请号：KR1020110055730
申请日：2011-06-09
申请人： 고려대학교 산학협력단 , (주) 동양구조안전기술
发明人： 주영규 , 이창환 , 김상대 , 정광량 , 우운택
IPC分类号： E04B1/98 , E04H9/02
摘要： 본 발명은 제진 댐퍼에 관한 것으로, 건축 구조물의 상층보 및 하층보에 각각 결합되는 상부 몸체 및 하부 몸체와, 이들 사이에 배치되는 중앙 몸체를 상호 상대 마찰 이동하도록 결합하고, 바람이나 지진과 같은 외부 하중이 작용할 때, 중앙 몸체에 대한 상부 몸체 및 하부 몸체의 상대 마찰 이동을 통한 1차 마찰 댐핑 과정과, 중앙 몸체의 자체 변형에 따른 2차 댐핑 과정이 순차적으로 수행되도록 함으로써, 외부 하중에 따라 제진 및 내진 특성을 모두 갖는 복합형 제진 댐퍼를 제공한다.

5. 发明公开

KR1020140034268A 제진 댐퍼 无效
标题翻译： ASEISMIC阻尼器
公开(公告)号：KR1020140034268A
公开(公告)日：2014-03-19
申请号：KR1020140021465
申请日：2014-02-24
申请人： 고려대학교 산학협력단 , (주) 동양구조안전기술
发明人： 주영규 , 이창환 , 김상대 , 정광량 , 우운택
IPC分类号： E04B1/98 , E04H9/02
摘要： 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.
摘要翻译：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。

6. 发明授权

KR100376162B1 비대칭 단면 철골 합성보 失效
标题翻译： 비대칭단면철골합성보
公开(公告)号：KR100376162B1
公开(公告)日：2003-03-15
申请号：KR1020010004121
申请日：2001-01-29
申请人： (주)대우건설 , 김상대 , (주)해성기공 , (주) 동양구조안전기술
发明人： 김대영 , 주영규 , 김지영 , 김상대 , 정광량 , 문일섭 , 김명한
IPC分类号： E04C3/293
摘要： PURPOSE: A steel frame complex beam having an asymmetric cross section is provided to achieve the complex beam capable of supporting the load of construction by itself by adopting an upper flange narrower than a lower flange in width. CONSTITUTION: The complex beam made by composing a steel frame and concrete consists of a steel frame(4) having an I-shaped asymmetric cross section that a width of the upper flange is narrower than that of the lower flange; a plurality of parallel primary cores(8) arranged in the longitudinal direction of the steel frame; a stirrup(7) surrounding the primary cores; and a precast concrete(6) formed over the lower flange of the steel beam and the both sides of a web.
摘要翻译：目的：提供一种具有非对称截面的钢框架复合梁，以通过采用宽度比下凸缘窄的上凸缘来实现能够支撑结构负荷的复合梁。一种由钢骨架和混凝土组成的复合梁由一个具有I形非对称截面的钢框架（4）组成，其上部法兰的宽度比下部法兰的宽度窄; 多个平行的初级铁芯（8），其沿钢框架的纵向排列; 包围主芯的箍筋（7）以及在钢梁的下凸缘和腹板的两侧上形成的预制混凝土（6）。

7. 发明公开

KR1020140027865A 변단면 스트립형 강재 댐퍼 有权
标题翻译：带有条纹的金属阻尼器
公开(公告)号：KR1020140027865A
公开(公告)日：2014-03-07
申请号：KR1020130042241
申请日：2013-04-17
申请人： 고려대학교 산학협력단 , 유니슨이테크 주식회사 , (주) 동양구조안전기술
发明人： 주영규 , 이창환 , 김상대 , 정광량 , 우운택 , 이윤희 , 정성찬 , 이명규 , 임호철
IPC分类号： E04B1/98 , E04H9/02
摘要： 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.
摘要翻译：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。

8. 发明授权

KR101289934B1 PC기둥과 PC보의 포스트텐션 압착식 접합구조물 및 그 접합구조물의 시공방법 有权
标题翻译：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
公开(公告)号：KR101289934B1
公开(公告)日：2013-07-25
申请号：KR1020120148637
申请日：2012-12-18
申请人： (주) 동양구조안전기술
发明人： 정광량 , 우운택 , 박광민
IPC分类号： E04B1/22 , E04B1/58
摘要： 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.
摘要翻译：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。

9. 发明公开

KR1020120136667A 제진 댐퍼 有权
标题翻译： ASEISMIC阻尼器
公开(公告)号：KR1020120136667A
公开(公告)日：2012-12-20
申请号：KR1020110055730
申请日：2011-06-09
申请人： 고려대학교 산학협력단 , (주) 동양구조안전기술
发明人： 주영규 , 이창환 , 김상대 , 정광량 , 우운택
IPC分类号： E04B1/98 , E04H9/02
摘要： 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.
摘要翻译：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。

10. 发明授权

KR101212341B1 싱글 레이어 프리폼 노드 有权
标题翻译：单层自由格式节点
公开(公告)号：KR101212341B1
公开(公告)日：2012-12-13
申请号：KR1020110044190
申请日：2011-05-11
申请人： 고려대학교 산학협력단 , (주) 동양구조안전기술
发明人： 주영규 , 김상대 , 오진탁 , 황경주 , 정광량
IPC分类号： E04B1/58 , E04B1/24
摘要： 본발명은싱글레이어프리폼노드에관한것으로, 가장안정된형상인중공의구(球)형노드코어와, 이와같은노드코어에용접결합되는다수개의연결블록및 연결블록에각각용접결합되는날개빔을통해다수개의강관부재를결합연결하도록함으로써, 축력및 모멘트하중에대한지지력을안정적으로유지하여싱글레이어프리폼구조를원활하게구현할수 있고, 노드코어에개구부를형성하여노드코어의중량을감소시킴으로써, 건설시공작업을용이하게수행할수 있을뿐만아니라전체구조적인하중을감소시킬수 있어더욱안정적인구조를갖출수 있으며, 별도의제작공장에서동일한구조로일체로제작가능하여대량생산이가능함과동시에현장상황에따라작업현장에서연결블록및 날개빔의결합위치를다양하게변경배치할수 있는싱글레이어프리폼노드를제공한다.

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