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1. 发明授权

KR101456414B1 멀티 조인트 제진 댐퍼 및 이를 이용한 벽식 제진 장치 有权
标题翻译：多相阻尼器和壁式振动控制装置
公开(公告)号：KR101456414B1
公开(公告)日：2014-11-04
申请号：KR1020140039365
申请日：2014-04-02
申请人： 주식회사 디알비동일 , 한국토지주택공사
发明人： 안태상 , 임종만 , 황정현 , 박진화 , 천영수 , 박지영 , 최경륜
IPC分类号： E04B1/98 , E04H9/02
摘要： 본 발명은 고감쇠 고무의 명확하고 안정된 전단변형을 유도하고 대변형에 유리하게 작용하여 진동 에너지를 효과적으로 소산시킬 수 있도록 한 멀티 조인트 제진 댐퍼 및 이를 이용한 벽식 제진장치에 관한 것이다.
본 발명의 적절한 실시 형태에 따른 멀티 조인트 제진 댐퍼는, 상부와 하부측에 각기 1개소 이상 형성된 상부 슬롯홀 및 하부 슬롯홀을 갖는 중간 강판과; 상기 중간 강판의 상부에 중간 강판을 사이에 두고 위치되며, 상기 상부 슬롯홀과 동일 높이에 축 결합공을 갖는 한 쌍의 상부 연결프레임 강판과; 상기 중간 강판의 하부에 중간 강판을 사이에 두고 위치되며, 상기 하부 슬롯홀과 동일 높이에 축 결합공을 갖는 한 쌍의 하부 연결프레임 강판과; 한 쌍의 상부 연결프레임 강판과 중간 강판의 사이사이에 접합되어 있는 상측 고감쇠 고무와; 한 쌍의 하부 연결프레임 강판과 중간 강판의 사이사이에 접합되어 있는 하측 고감쇠 고무; 및 상기 상부 슬롯홀 및 하부 슬롯홀에 미끄럼 가능하게 관통 삽입된 후 양단이 축 결합공에 삽입되어 있는 하중전달용 축;을 포함하며, 상기 상부 연결프레임 강판과 하부 연결프레임 강판의 축 결합공에는 볼 베어링이 결합되고, 제진시 상기 하중전달용 축이 해당측 상부 슬롯홀 또는 하부 슬롯홀에 구름운동하도록 하중전달용 축의 양단은 축 결합공에 조립된 볼 베어링에 결합되어져 있는 것을 특징으로 한다.
摘要翻译：本发明涉及一种多关节阻尼器，其能够有效地抵抗大的变形，通过诱导高阻尼橡胶来进行精确和稳定的剪切变形，以便有效地分散振动能量，以及使用其的壁式减振装置。多关节阻尼器包括：形成有至少一个上下槽的中间钢板; 一对上连接框架的钢板，安装在中间钢板上穿过中间钢板，并形成有与上槽相同高度的轴向接合孔; 一对下部连接框架的钢板，安装在中间钢板的下部横跨中间钢板，并形成有与下部槽相同高度的轴向啮合孔; 插入在上连接框架和中间钢板之间的上高阻尼橡胶; 插入在下连接框架和中间钢板之间的下部高阻尼橡胶; 以及可滑动地穿过所述上槽和下槽的载荷传递轴，其两端插入所述轴向接合孔中。滚珠轴承联接到形成在上连接框架和下连接框架中的轴向啮合孔。负载传递轴的两端联接到滚珠轴承，以便在阻尼时负载传递轴在上槽和下槽中滚动。

2. 发明授权

KR101438305B1 기둥형 제진장치 有权
标题翻译：列式振动控制装置
公开(公告)号：KR101438305B1
公开(公告)日：2014-09-04
申请号：KR1020130015519
申请日：2013-02-13
申请人： 주식회사 디알비동일
发明人： 안태상 , 김영주 , 배재훈 , 조남규 , 유홍식 , 김진원 , 오상훈
IPC分类号： E04B1/98 , E04H9/02
摘要： 본 발명은 기둥과 보가 강접된 라멘 골조 구조물의 상하층 보 사이에 설치되어 수평하중이 작용할 때 층간 변형을 이용하여 수평하중을 흡수,감쇠시킬 수 있는 기둥형 제진장치를 개시한다.
본 발명의 적절한 실시형태에 따른 기둥형 제진장치는, 기둥과 보가 강접된 라멘 골조의 상하층 보 사이에 설치되는 제진장치로, 기둥의 길이보다 짧고 서로 일정거리 이격되어 병렬배치되는 제1,2 수직부재와, 제1,2 수직부재 사이에 배치되어 접합되는 제진부재로 구성되는 제진장치; 일단이 상층 보에 접합되고 타단이 수직부재의 각 노출면 상단에 핀접합되어 제진장치의 일단을 상층 보에 핀고정시키는 한 쌍의 상부고정부재; 및 일단이 하층 보에 접합되고 타단이 수직부재의 각 노출면 하단에 핀접합되어 제진장치의 타단을 하층 보에 핀고정시키는 한 쌍의 하부고정부재를 포함하는 것을 특징으로 한다.

3. 发明公开

KR1020140102080A 기둥형 제진장치 有权
标题翻译：柱型振动控制装置
公开(公告)号：KR1020140102080A
公开(公告)日：2014-08-21
申请号：KR1020130015519
申请日：2013-02-13
申请人： 주식회사 디알비동일
发明人： 안태상 , 김영주 , 배재훈 , 조남규 , 유홍식 , 김진원 , 오상훈
IPC分类号： E04B1/98 , E04H9/02
摘要： Disclosed is a column-type vibration control apparatus which is installed between the upper layer beam and the lower layer beam of a rahmen frame structure having columns and the beams rigidly joined therein and which is capable of absorbing and damping a horizontal load using interlayer deformation when the horizontal load is applied. According to a proper embodiment of the present invention, the column-type vibration control apparatus installed between the upper layer beam and the lower layer beam of the rahmen frame structure having the columns and the beams rigidly joined therein comprises a vibration control unit including a first and a second vertical member and a vibration control member joined to be arranged between the first and the second vertical member; a pair of upper fixing members of which one end is joined to the upper layer beam and the other end is joined to the top of the respective exposed surface of the vertical members by pins so that one end of the vibration control unit can be fixed to the upper layer beam by pins; and a pair of lower fixing members of which one end is joined to the lower layer beam and the other end is joined to the bottom of the respective exposed surface of the vertical members so that the other end of the vibration control unit can be fixed to the lower layer beam by pins, wherein the vertical members have lengths shorter than the lengths of the columns, are separated from each other at certain intervals, and arranged in parallel with each other.
摘要翻译：公开了一种柱式振动控制装置，其安装在具有立柱和刚性地连接在其中的梁的上层梁和下层梁之间，并且能够使用层间变形吸收和阻尼水平载荷，施加水平负载。根据本发明的适当实施例，安装在具有刚性地连接在其中的柱和梁的拉姆门框架结构的上层梁和下层梁之间的列式振动控制装置包括：振动控制单元，包括第一以及第二垂直构件和振动控制构件，其被接合以布置在所述第一和第二垂直构件之间; 一对上固定部件，其一端与上层梁接合，另一端通过销接合到垂直部件的各个暴露表面的顶部，使得振动控制单元的一端可以固定到上层梁由引脚; 以及一对下固定构件，其一端与下层梁接合，另一端接合到垂直构件的相应暴露表面的底部，使得振动控制单元的另一端可以固定到其中垂直构件的长度短于柱的长度，并以一定的间隔彼此分离，并且彼此平行地排列。

4. 发明授权

KR101397800B1 단면증설 및 지중보에 의한 기존 철근콘크리트 모멘트골조 건축물의 내진보강방법 有权
标题翻译：通过部分扩展增强现有混凝土框架结构的地震能力的方法
公开(公告)号：KR101397800B1
公开(公告)日：2014-05-20
申请号：KR1020130095921
申请日：2013-08-13
申请人： 주식회사 디알비동일 , (주)한국방재기술
发明人： 안태상 , 황정현 , 임종만 , 박진화 , 송동범
IPC分类号： E04B1/98 , E04H9/02
摘要： The present invention relates to a seismic retrofit method for an existing reinforced concrete moment frame building by section enlargement and a footing beam, which can improve seismic performance by integrating a steel plate concrete composite reinforcing member with the structural member of an existing reinforced concrete moment frame building, particularly with the structural member of a rectangular school building to enhance the strength and stiffness of the existing reinforced concrete moment frame building. According to an appropriate embodiment of the present invention, the seismic retrofit method for an existing reinforced concrete moment frame building by section enlargement and a footing beam comprises the steps of: (a) chipping the exposed surface of the pillar of an existing reinforced concrete moment frame building; (b) installing a pair of longitudinal members which are coupled to the exposed surface of the pillar in parallel along the axis of the pillar to face each other with a predetermine gap therebetween and each of which consists of a base plate and a fixed plate (212) vertically extending from one end of the base plate to have an L-shaped cross section; (c) coupling a permanent form, which consists of a bottom plate and sidewall plates vertically extending from both ends of the bottom plate to have a U-shaped cross section, to the longitudinal members to form a filler casting space between the permanent form and the exposed surface of the pillar; (d) forming a reinforcing part on the exposed surface of the pillar by casting a filler in the filler casting space; and (e) installing a footing beam to constrain the lower end of the reinforcing part installed in the pillar by digging the ground on the lower end of the pillar, installing a form, casting concrete, removing the form, curing the concrete, and performing refilling.
摘要翻译：本发明涉及一种现有的钢筋混凝土力矩框架建筑通过剖面放大和基脚梁的地震改造方法，其可以通过将钢板混凝土复合材料加强构件与现有钢筋混凝土力矩框架的结构构件相结合来提高地震性能特别是与矩形学校建筑的结构构件，以增强现有钢筋混凝土矩框架建筑的强度和刚度。根据本发明的一个合适的实施例，现有的钢筋混凝土力矩框架建筑通过剖面放大和基础梁的地震改造方法包括以下步骤：（a）将现有钢筋混凝土力矩的柱的暴露表面框架建筑; （b）安装一对纵向构件，所述纵向构件沿着所述柱的轴线平行地联接到所述柱的暴露表面，以在其间具有预定的间隙彼此面对，并且每个构件由基板和固定板（ 212），其从所述基板的一端垂直延伸以具有L形横截面; （c）连接永久形式，其由底板和从底板的两端垂直延伸以具有U形横截面的侧壁板组成，以形成纵向构件，以在永久形式和柱的暴露表面; （d）通过在填料浇注空间中浇注填料而在柱的暴露表面上形成增强部分; 和（e）通过在柱的下端挖掘地面来安装基脚梁来约束安装在支柱中的加强部分的下端，安装一个形式，浇铸混凝土，去除该形状，固化混凝土，以及执行回填。

5. 发明授权

KR101388416B1 브레이스형 댐퍼 有权
标题翻译：带式阻尼器
公开(公告)号：KR101388416B1
公开(公告)日：2014-04-22
申请号：KR1020130015518
申请日：2013-02-13
申请人： 주식회사 디알비동일
发明人： 안태상 , 김영주 , 배재훈 , 조남규 , 유홍식 , 김진원 , 오상훈
IPC分类号： E04B1/98 , E04H9/02
摘要： The present invention discloses a brace-type damper, which is coupled with a vibration control device applying both viscoelastic deformation of high damping rubber and elastoplastic deformation of steel materials to a brace. The brace-type damper according to the present invention comprises a connection tube, which is an angular steel tube with a hollow inside and has a plastic link on the top and bottom surface in one end; a first brace, which is a length material with a cross section smaller than the hollow of the connection tube and has two and more joining surfaces joined to the connection tube, and which is inserted into the hollow of one end side of the connection tube in one end and is connected to the connection tube through the joining surfaces; a second brace, which is a length material having the same cross section with that of the first brace and is inserted into the hollow of the connection tube in one end to be separated from the first brace; and a viscoelastic rubber pad, which is inserted into the gap between the joining surface of the second brace and the connection tube where the second brace and the connection tube are overlapped. The viscoelastic rubber pad resists elastic deformation against a small-scale earthquake like wind load and absorbs vibrational energy. The plastic link of the connection tube is plastically deformed and dissipates earthquake energy when a design earthquake or any greater earthquake load occurs.
摘要翻译：本发明公开了一种支架式阻尼器，其与振动控制装置耦合，该振动控制装置将高阻尼橡胶的粘弹性变形和钢材的弹性变形应用于支架。根据本发明的支撑式阻尼器包括连接管，该连接管是具有中空内侧的角钢管，并且在一端的顶表面和底表面上具有塑性连接; 第一支架，其是长度材料，其横截面小于连接管的中空部，并且具有接合到连接管的两个和更多个接合表面，并且插入到连接管的一端侧的中空部中一端通过接合面与连接管连接; 第二支架，其是与第一支架具有相同横截面的长度材料，并且在一端插入连接管的中空部分以与第一支架分离; 以及粘弹性橡胶垫，其被插入第二支架的接合表面与第二支架和连接管重叠的连接管之间的间隙中。粘弹性橡胶垫抵抗诸如风荷载等小型地震的弹性变形，并吸收振动能。当发生设计地震或发生更大的地震荷载时，连接管的塑料连接件塑性变形并消散地震能量。

6. 发明公开

KR1020120126673A 도르래를 이용한 양중장치 및 이를 이용한 양중방법 无效
标题翻译：使用滑轮提升重材料设备及其方法
公开(公告)号：KR1020120126673A
公开(公告)日：2012-11-21
申请号：KR1020110044664
申请日：2011-05-12
申请人： 서울주택도시공사 , 쌍용건설 주식회사 , 주식회사 디알비동일
发明人： 김형근 , 정병석 , 이학주 , 장동운 , 박홍기 , 박진삼 , 안태상 , 황정현 , 황인규
IPC分类号： E04G21/14 , E04G3/28 , B66F7/02 , B66B9/02
CPC分类号： E04G21/166 , B66B9/187 , E04G21/16 , E04G21/3204
摘要： PURPOSE: A lifting device using a pulley and a lifting method using the same are provided to efficiently lift up heavy objects and to easily move the lifted heavy objects to a high-level construction site. CONSTITUTION: A lifting device(10) using a pulley comprises an external frame(100), an internal frame(200), a vehicle carrier(300), and a hoist(400). The external frame has a guide groove and a fixed pulley fixed to the top end of the guide groove. Support members(500) are formed in the external frame to be foldable. The internal frame is formed in a guide beam of the external frame, and a guide roller thereof is moved along the guide groove. The vehicle carrier has a loading plate(310) and a railing(320). Construction materials are loaded on the loading plate. The hoist is formed on the bottom of the vehicle carrier, and a wire is wound around the hoist.
摘要翻译：目的：提供使用滑轮的提升装置和使用其的提升方法以有效地提起重物并且容易地将升起的重物移动到高级施工现场。构成：使用滑轮的提升装置（10）包括外框（100），内框（200），车载架（300）和起重机（400）。外框具有引导槽和固定在导向槽顶端的固定滑轮。支撑构件（500）形成在外框中以被折叠。内部框架形成在外框架的引导梁中，并且其引导辊沿着引导槽移动。车辆载体具有装载板（310）和栏杆（320）。建筑材料装载在装载板上。起重机形成在车辆载体的底部，线圈缠绕在起重机上。

7. 发明授权

KR101017730B1 점탄성과 마찰을 이용한 실린더형 복합제진장치 有权
标题翻译：使用粘弹性和摩擦力的圆柱混合振动控制装置
公开(公告)号：KR101017730B1
公开(公告)日：2011-02-28
申请号：KR1020100048972
申请日：2010-05-26
申请人： 주식회사 디알비동일 , (주)대우건설 , 서울주택도시공사
发明人： 박진삼 , 안태상 , 황정현 , 박진화 , 김대영 , 하인호 , 김지영 , 정진욱 , 양동현 , 김주연 , 조자옥 , 박재근 , 김형근 , 강석준
IPC分类号： F16F15/08 , F16F15/02
摘要： PURPOSE: A cylinder-type complex damping device using visco-elasticity and friction is provided to remove the need for a separate damping device depending on the kind of a vibration source and to enable earthquake-resistant performance to be improved at a reduced cost when an earthquake-resistant work is performed on a building, to which a seismic design is not applied. CONSTITUTION: A cylinder-type complex damping device using visco-elasticity and friction comprises first and second cylinders(20,30), a damping shaft(40), a frictional material(50) and a high-damping rubber. The first and second cylinders have the same hollow cross section and are arranged on a line to face each other at a given interval. One end of the damping shaft is inserted into the first cylinder and the other end is inserted into the second cylinder. The frictional material is fixed into the first cylinder and is compulsorily inserted into the perimeter of one end of the damping shaft. The frictional material generates frictional resistance on a contact area depending on the relative movement to the damping shaft.
摘要翻译：目的：提供一种使用粘弹性和摩擦力的圆筒型复合阻尼装置，以根据振动源的种类消除对单独的阻尼装置的需要，并且当降低成本时能够以降低的成本改善抗震性能在不施加抗震设计的建筑物上进行抗震作业。构成：使用粘弹性和摩擦的圆筒型复合阻尼装置包括第一和第二圆筒（20,30），阻尼轴（40），摩擦材料（50）和高阻尼橡胶。第一和第二圆柱体具有相同的中空横截面，并且以给定的间隔布置在彼此面对的线上。阻尼轴的一端插入第一气缸，另一端插入第二气缸。摩擦材料被固定到第一气缸中并被强制地插入到阻尼轴的一端的周边中。摩擦材料根据与阻尼轴的相对运动而在接触区域产生摩擦阻力。

8. 发明授权

KR100952232B1 ＳＦ댐퍼 有权
标题翻译：用于LINTEL BEAM的稳定的摩擦阻尼器
公开(公告)号：KR100952232B1
公开(公告)日：2010-04-09
申请号：KR1020090022678
申请日：2009-03-17
申请人： 서울주택도시공사 , 주식회사 아이스트 , 주식회사 디알비동일 , 부산대학교 산학협력단 , 쌍용건설 주식회사
发明人： 김형근 , 강석준 , 정병석 , 기동연 , 강지연 , 이동우 , 임철우 , 김형준 , 박진삼 , 안태상 , 오상훈
IPC分类号： E04B1/24 , E04C3/04 , F16F15/02
摘要： PURPOSE: A Stable Friction damper is provided to improve structural stability, and to reduce costs by reducing the amount of reinforcing bars. CONSTITUTION: A Stable Friction damper comprises SF damper bodies(400) and a friction member joint part(100). The SF damper body is composed of an I-steel or an H-steel. The friction member joint part is installed in webs of the SF damper bodies to connect the SF damper bodies. And the friction member joint part comprises plates, friction pads, fixing bolts, and nuts.
摘要翻译：目的：提供稳定的摩擦阻尼器，以提高结构稳定性，并通过减少钢筋的数量来降低成本。构成：稳定的摩擦阻尼器包括SF阻尼器体（400）和摩擦构件接合部（100）。 SF阻尼器主体由I型钢或H型钢构成。摩擦构件接合部分安装在SF阻尼器体的腹板中，以连接SF阻尼器体。并且摩擦构件接合部分包括板，摩擦垫，固定螺栓和螺母。

9. 发明授权

KR101397886B1 단면증설에 의한 기존 철근콘크리트 모멘트골조 건축물의 내진보강방법 및 보강장치 有权
标题翻译：通过部分扩展增强现有混凝土框架结构的地震能力的方法
公开(公告)号：KR101397886B1
公开(公告)日：2014-05-20
申请号：KR1020130095920
申请日：2013-08-13
申请人： 주식회사 디알비동일 , (주)한국방재기술
发明人： 안태상 , 황정현 , 임종만 , 박진화 , 송동범
IPC分类号： E04B1/98 , E04H9/02
摘要： The present invention relates to a method for reinforcing strength by enlarging the section of the structural member of an existing reinforced concrete building and, more particularly, to a seismic retrofit method for an existing reinforced concrete moment frame building, which can improve seismic performance by integrating a steel plate concrete composite reinforcing member with the structural member of an existing reinforced concrete moment frame building, particularly with the structural member of a rectangular school building to enhance the strength and stiffness of the existing reinforced concrete moment frame building. According to an appropriate embodiment of the present invention, the seismic retrofit method for an existing reinforced concrete moment frame building by section enlargement comprises the steps of: roughening the exposed surface of a structural member to be reinforced in an existing reinforced concrete moment frame building; fixing a connection member, which includes a pair of longitudinal members installed in parallel along the axis of the structural member to be reinforced with a predetermined gap therebetween and a plurality of transverse members installed in parallel in the direction perpendicular to the longitudinal members with a predetermined gap therebetween to connect the pair of longitudinal members, to the roughened exposed surface of the structural member to be reinforced along the axis of the structural member to be reinforced; coupling a permanent form, which has a U-shaped cross section, to the connection member to cover the exposed surface of the structural member to be reinforced while forming a filler casting space between the permanent form and the exposed surface of the structural member to be reinforced; and casting a filler in the filler casting space between the permanent form and the exposed surface of the structural member to be reinforced.
摘要翻译：本发明涉及一种通过扩大现有钢筋混凝土建筑物的结构构件的截面来加强强度的方法，更具体地说，涉及一种用于现有钢筋混凝土矩构架建筑的地震改造方法，其可以通过集成来提高地震性能钢板混凝土复合材料加强件与现有钢筋混凝土矩框架结构件的结构件，特别是矩形校舍的结构件，增强了现有钢筋混凝土矩构架建筑的强度和刚度。根据本发明的一个合适的实施例，现有的钢筋混凝土力矩框架建筑通过剖面扩大的地震改造方法包括以下步骤：在现有的钢筋混凝土框架建筑物中粗糙化要被加固的结构构件的暴露表面; 固定连接构件，其包括沿着结构构件的轴线平行安装的一对纵向构件，以在其间具有预定间隙而被加强，并且沿垂直于纵向构件的方向平行安装的多个横向构件具有预定的将所述一对纵向构件连接到要被加固的结构构件的轴线上将被加强的结构构件的粗糙化的暴露表面; 将具有U形横截面的永久形式连接到连接构件以覆盖待加强的结构构件的暴露表面，同时在永久形式和结构构件的暴露表面之间形成填充物浇注空间，以形成加强; 并且在永久形式和要被加强的结构构件的暴露表面之间的填料浇注空间中浇注填料。

10. 发明授权

KR101384027B1 지진저감용 면진 모듈 有权
标题翻译：用于地震减震的振动隔离模块
公开(公告)号：KR101384027B1
公开(公告)日：2014-04-09
申请号：KR1020130095712
申请日：2013-08-13
申请人： 주식회사 디알비동일 , (주)한국방재기술
发明人： 이원호 , 김형준 , 안태상 , 임종만 , 황정현 , 박진화 , 송동범
IPC分类号： E04B1/98 , E04H9/02
摘要： The present invention provides a vibration isolation module for reducing earthquake vibration, capable of obtaining low manufacturing costs and vibration reduction performance without construction speciality. According to a preferred embodiment of the present invention, the vibration isolation module includes a lower plate having a flat floor surface of a fixed area; an upper plate facing the lower plate by being located above the lower plate; a plurality of ball bearings which is located between the upper plate and the lower plate so that steel balls are in point contact with the upper plate and support horizontal displacement of the upper plate in a rolling contact; and one or more high damping rubbers returning the displaced upper plate to an original position with a viscoelastic restitution force as one and the other end are individually fixed to the lower plate and the upper plate, respectively.
摘要翻译：本发明提供一种用于减少地震振动的振动隔离模块，能够在没有施工特性的情况下获得低制造成本和减振性能。根据本发明的优选实施例，隔振模块包括具有固定区域的平坦地板表面的下板; 通过位于下板上方面向下板的上板; 多个球轴承位于上板和下板之间，使得钢球与上板相接触并支撑上板在滚动接触中的水平位移; 并且一个或多个高阻尼橡胶将位移的上板返回到具有粘弹性恢复力的原始位置，并且另一端分别固定到下板和上板。

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