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1. 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。

2. 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。

3. 发明授权

KR101377327B1 단면증설에 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：KR101377327B1
公开(公告)日：2014-03-25
申请号：KR1020130095923
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 reinforcement method for existing reinforced concrete moment frame buildings to improve the strength, the stiffness, and the seismic performance of an existing reinforced concrete moment frame building by integrating a steel concrete composite reinforcing member with the structural member of the existing reinforced concrete moment frame building such as a school building having a long longitudinal side. According to an embodiment of the present invention, the seismic reinforcement method for existing reinforced concrete moment frame buildings comprises a step of chipping the exposure of reinforcing target column and beam (a); a step of installing a connector on the exposure of the column except for the joint (b); a step of installing an anchor bolt on the exposure of the beam and on the joint between the column and the beam at regular intervals (c); a step of attaching an H-beam to the exposure of the joint between the column and the beam and attaching a vibration damper to both ends of the H-beam on the exposure of the beam and to the H-beam on the outer side of the vibration damper in order (d); a step of pouring concrete to a filler placing space (e); a step of joining a first permanent form to the connector to cover the column and the beam except for the joint (f); a step of joining a second permanent form having the same cross-section as the first permanent form to the connector to cover the exposure of the joint between the column of the beam (g); and a step of placing a filler in the filler placing space between the first and second permanent forms (h).
摘要翻译：本发明涉及一种现有的钢筋混凝土矩构架建筑物的抗震加固方法，通过将钢筋混凝土复合加强构件与结构构件结合在一起，提高现有钢筋混凝土矩构架建筑的强度，刚度和抗震性能现有的钢筋混凝土矩框架建筑物，如长边纵向的学校建筑。根据本发明的一个实施例，用于现有钢筋混凝土矩构架建筑物的抗震加固方法包括削减加强目标柱和梁（a）的暴露的步骤; 在接头（b）以外的柱子的曝光时安装连接器的步骤; （c）在梁和梁之间的接合处安装锚栓的步骤; 将H型梁附接到柱和梁之间的接头的暴露的步骤，并且在横梁和外梁上的H型梁的外侧上将H型梁的两端附接到H型梁的两端振动阻尼器按顺序（d）; 将混凝土浇注到填料放置空间（e）的步骤; 将第一永久形式连接到连接器以覆盖柱和除了接头（f）之外的梁的步骤; 将具有与第一永久形式相同的横截面的第二永久形式连接到连接器以覆盖梁（g）的柱之间的接头的暴露的步骤; 以及将填料放置在第一和第二永久形式（h）之间的填料放置空间中的步骤。

4. 发明授权

KR102059241B1 건축물의 내진 보강을 위한 제진장치 有权
公开(公告)号：KR102059241B1
公开(公告)日：2019-12-24
申请号：KR1020170135790
申请日：2017-10-19
申请人： 주식회사 디알비동일 , 롯데건설 주식회사 , 두산건설 주식회사 , (주)한국방재기술
发明人： 정기택 , 김희훈 , 임지혜 , 전충근 , 고창균 , 박순전 , 석원균 , 장성훈 , 이재만 , 박기홍 , 박영미 , 안태상 , 황정현 , 김영주 , 박진화
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02

5. 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。

6. 发明授权

KR101319698B1 캔틸레버 거동식 강재 댐퍼 有权
标题翻译：钢制阻尼器使用悬臂行为
公开(公告)号：KR101319698B1
公开(公告)日：2013-10-17
申请号：KR1020110143820
申请日：2011-12-27
申请人： 주식회사 디알비동일 , 쌍용건설 주식회사 , 서울주택도시공사 , (주)한국방재기술
发明人： 박진삼 , 안태상 , 김영주 , 박진화 , 장동운 , 박홍기 , 김형근 , 강지연 , 송동범 , 오상훈 , 황정현
IPC分类号： E04H9/02
摘要： 본 발명은 강재의 소성변형의 특성을 이용하되 댐퍼가 캔틸레버 거동을 명확하게 하도록 함과 동시에 위치에 관계없이 각 단면에서 균등한 응력이 발생하도록 하여 에너지 소산 능력이 증가되도록 한 캔틸레버 거동식 강재 댐퍼를 제공하기 위한 것으로, 본 발명의 적절한 실시 형태에 따르면, 판상형으로서 최대 폭을 갖는 확대정착부, 확대정착부에서 점차 축소되는 폭을 가지고 연장되어 있는 기둥부, 기둥부의 상단측에 관통된 관통홀을 갖는 단위 강재 댐퍼가 복수 개 이상 구비되고; 상기 단위 강재 댐퍼의 확대정착부에 연결되어 복수 개의 단위댐퍼를 폭 방향으로 동일 평면상에 배치 고정시키는 하부 고정판과; 상기 단위 강재 댐퍼의 관통홀에 삽입된 핀 부재; 및 상기 핀 부재를 매개로 단위 강재 댐퍼에 피봇 연결되어 있는 상부 고정판을 포함하여, 기둥부의 각 단면에 모멘트 분포의 크기에 관계없이 동일한 응력이 발생되도록 한 것을 특징으로 한다.

7. 发明公开

KR1020130075453A 캔틸레버 거동식 콘형 강재 댐퍼 无效
标题翻译：使用CANTILEVER行为的CONICAL STEEL DAMPER
公开(公告)号：KR1020130075453A
公开(公告)日：2013-07-05
申请号：KR1020110143821
申请日：2011-12-27
申请人： 주식회사 디알비동일 , 쌍용건설 주식회사 , 서울주택도시공사 , (주)한국방재기술
发明人： 박진삼 , 안태상 , 김영주 , 박진화 , 장동운 , 박홍기 , 김형근 , 강지연 , 송동범 , 오상훈 , 황정현
IPC分类号： E04H9/02
CPC分类号： E04H9/021 , E04B1/98 , F16F7/10 , F16F15/10
摘要： PURPOSE: A conical steel damper using cantilever behavior is provided to improve energy dissipation capability by determining the cross-sectional area width of a conical column in proportion to bending moment and uniformly generating stress on each cross section. CONSTITUTION: A conical steel damper (10) using cantilever behavior comprises a lower block (11), a conical column (12), and an upper block (13). The lower block provides an anchoring surface for the conical column. The conical column is perpendicularly installed in the lower block. The cross section of the conical column is round with a gradually reduced diameter to a free end from a fixed end. The upper block is inserted into the upper end of the conical column. The upper and lower blocks are separately joined to upper and lower connection plates (14,15).
摘要翻译：目的：提供使用悬臂行为的锥形钢阻尼器，通过与弯矩成比例地确定圆锥柱的横截面积宽度并在每个横截面均匀产生应力来提高能量消耗能力。构成：使用悬臂行为的锥形钢制阻尼器（10）包括下部块（11），锥形柱（12）和上部块（13）。下块提供锥形柱的锚固表面。锥形柱垂直安装在下块中。锥形柱的横截面为圆形，直径从固定端到自由端。上部块插入锥形柱的上端。上下块分别连接到上连接板和下连接板（14,15）。

8. 发明公开

KR1020130075452A 캔틸레버 거동식 강재 댐퍼 有权
标题翻译：使用CANTILEVER行为的钢阻尼器
公开(公告)号：KR1020130075452A
公开(公告)日：2013-07-05
申请号：KR1020110143820
申请日：2011-12-27
申请人： 주식회사 디알비동일 , 쌍용건설 주식회사 , 서울주택도시공사 , (주)한국방재기술
发明人： 박진삼 , 안태상 , 김영주 , 박진화 , 장동운 , 박홍기 , 김형근 , 강지연 , 송동범 , 오상훈 , 황정현
IPC分类号： E04H9/02
CPC分类号： E04H9/021 , E04B1/98 , F16F7/02 , F16F7/10 , F16F15/10
摘要： PURPOSE: A steel damper using cantilever behavior is provided to maximize energy dissipation capability by behaving a cantilever with the uniform stress of a steel material by corresponding to moment distribution. CONSTITUTION: A steel damper (1) using cantilever behavior comprises a unit steep damper (10), a lower fixing plate (20), a pin member (30), and an upper fixing plate (40). The unit steel damper comprises an enlargement anchorage (11), a column part (12), and a through-hole (13). The lower fixing plate is connected to the enlargement anchorage to fix the unit steel damper on the same plane. The upper fixing plate is pivot-connected to the unit steel damper by the medium of the pin member.
摘要翻译：目的：提供一种使用悬臂行为的钢制阻尼器，通过相应于力矩分布，通过对钢材的均匀应力进行悬臂施加能量消耗能力最大化。构成：使用悬臂行为的钢制阻尼器（1）包括单元陡度阻尼器（10），下固定板（20），销构件（30）和上固定板（40）。单元钢阻尼器包括放大锚固件（11），柱部件（12）和通孔（13）。下固定板连接到放大锚固件上，将单元钢制阻尼器固定在同一平面上。上固定板通过销构件的介质与单元钢制阻尼器枢转连接。

9. 发明授权

KR101880492B1 단부 H형강이 구성된 합성 보를 이용한 기둥 보 접합부 구조 有权
公开(公告)号：KR101880492B1
公开(公告)日：2018-08-16
申请号：KR1020170113131
申请日：2017-09-05
申请人： (주)한국방재기술
发明人： 안태상 , 황정현 , 김영주 , 박진화
IPC分类号： E04B1/18 , E04B1/30 , E04C3/293 , E04C5/18
CPC分类号： E04B1/185 , E04B1/30 , E04C3/293 , E04C5/18
摘要： 본발명은단부 H형강이구성된합성보를이용한기둥보 접합부구조에관한것으로서, 더욱상세하게는충전강관구조의보 본체단부에일정길이로단부 H형강을구성하여부모멘트구간에서의모멘트저항성능을높이면서도기둥과의결합시에기둥에별도의브라켓등을결합하지않고서도직접보를기둥에접합할수 있도록하여기둥과의접합부시공성및 구조성능이향상되도록하는단부 H형강이구성된합성보를이용한기둥보 접합부구조에관한것이다.본발명의바람직한일 실시예는보와기둥의접합구조에있어서, 기둥은내부철골기둥과철골기둥의외부를피복하는콘크리트부로이루어지는철골철근콘크리트기둥이며, 일정폭과길이를갖는수평으로형성되는하부판과, 수직으로형성되는수직판과수직판의상단부에서수평외측으로연장되는상부수평판과수직판의하단부에서수평외측으로연장되는하부수평판으로이루어져ㄷ 형단면을갖도록형성되며, 하부판상부면의폭방향양측에서상부수평판이각각외측으로향하도록일정거리이격되어각각하부수평판이접합되도록형성되는측면부재와, 측면부재의길이방향의일정간격마다한 쌍의측면부재의수직판을연결하도록형성되는간격유지재로이루어지는본체와; 상부플랜지와, 상부플랜지의일정거리하부에평행하게형성되는하부플랜지와상부플랜지와하부플랜지의폭방향중앙부를연결하는웨브로이루어져, 본체의길이방향각 단부에서일정길이외측으로돌출되도록일정길이본체의내부에접합되는단부 H형강;을포함하여이루어지며, 단부 H형강의외측단부가기둥의철골기둥의일정높이에서측면에결합부재로접합되며, 콘크리트부는철골기둥의외측표면에서본체의외측단부까지형성되며, 수직으로형성되는수직판과, 수직판의상단부에서외측수평방향으로연장되는상부수평판과, 수직판의하단부에서내측으로연장되는하부수평판으로이루어지는하부연장부재가, 본체의단부 H형강이형성된구간의하부판하부면의폭방향양측에서하부수평판이마주보도록일정거리이격되어각각상부수평판이접합되도록형성되며, 하부연장부재의내측단부에는단부를폐합하도록마구리판이형성되고, 하부판의폭방향중앙부가길이방향양단부에서일정길이절개되어절개부가형성되어, 단부 H형강의웨브가절개부에끼워져, 단부 H형강의하부플랜지가하부수평판의상부면에접합되고, 상부플랜지가상부수평판의하부면에접합되도록한다.

10. 外观设计

KR3008758920000S 有权
公开(公告)号：KR3008758920000S
公开(公告)日：2016-10-12
申请号：KR3020150062741
申请日：2015-12-09
申请人： (주)한국방재기술
设计人： 안태상 , 황정현

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