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1. 发明授权

KR101456391B1 층고절감형 유공 강재 보 및 이를 이용한 합성 바닥 구조 有权
标题翻译：具有孔的成形钢梁和复合地板的结构
公开(公告)号：KR101456391B1
公开(公告)日：2014-11-03
申请号：KR1020130108702
申请日：2013-09-10
申请人： 주식회사 디알비동일 , 쌍용건설 주식회사 , 롯데건설 주식회사 , (주)동양구조엔지니어링 , 지에스건설 주식회사 , 주식회사 케이씨씨건설 , 주식회사 삼우공간건축사사무소 , 재단법인 포항산업과학연구원 , 주식회사 씨엠파트너스건축사사무소 , (주)퍼스텍이엔지
发明人： 안태상 , 김영주 , 배재훈 , 백준현 , 장동운 , 박홍기 , 석원균 , 장성훈 , 전현수 , 김영숙 , 차승렬 , 최종권 , 김훈 , 정용찬 , 김진원 , 전금석 , 송동범 , 황재선
IPC分类号： E04C3/08 , E04B5/43
摘要： 본 발명은 강재 보와 현장치기 콘크리트를 합성한 강콘크리트 합성보(강합성 부재)를 구현하기 위한 층고절감형 유공 강재 보 및 그를 구조요소로 활용한 합성 바닥 구조에 관한 것이다.
본 발명은 적절한 실시형태에 따르면, 층고절감형 유공 강재 보는 일정 길이와 폭을 갖는 판 형상의 바닥판과; 바닥판의 폭방향의 양단부로부터 일정 거리 이격되어 서로 간격을 두고 수직 상방향으로 결합되어 형성되며 보 길이방향을 따라 일정 간격으로 관통공이 형성된 한 쌍의 측벽판과; 한 쌍의 측벽판의 상단부에서 각각 수평방향의 내측으로 마주보도록 연장되어 형성되는 접속판과; 측벽판의 벌어짐과 뒤틀림을 구속하기 위해 접속판을 상호 결합하도록 보 길이방향을 따라 일정간격마다 보 폭방향으로 설치되는 복수의 간격유지부재;로 구성된다.
摘要翻译：本发明涉及一种故事高度还原型穿孔钢梁和一种复合地板结构，其使用其作为结构因素，以形成用钢梁合并并浇铸的钢混凝土复合梁（钢复合构件）具体。根据本发明的适当实施例，故事高度减小型穿孔钢梁包括具有预定长度和宽度的地板; 一对侧板，其通过从地板的两个宽度方向的端部分离而形成，以具有相互间隔并且在垂直向上方向上组合并且具有沿梁的纵向方向以规则间隔形成的通孔; 连接板，其在所述侧板的上部中延伸以面向每个水平方向的内侧; 多个间隔保持部件沿横梁的长度方向以规定的间隔安装在梁的宽度方向上，以与连接板相互组合以防止侧板的间隙和扭曲。

2. 发明授权

KR101406583B1 H형 단면보가 결합된 유자형 합성보 有权
标题翻译： U形复合梁
公开(公告)号：KR101406583B1
公开(公告)日：2014-06-19
申请号：KR1020130164507
申请日：2013-12-26
申请人： 주식회사 디알비동일 , 쌍용건설 주식회사 , 롯데건설 주식회사 , (주)동양구조엔지니어링 , 지에스건설 주식회사 , 주식회사 케이씨씨건설 , 주식회사 삼우공간건축사사무소 , 재단법인 포항산업과학연구원 , 주식회사 씨엠파트너스건축사사무소 , (주)퍼스텍이엔지
发明人： 안태상 , 김영주 , 배재훈 , 백준현 , 장동운 , 박홍기 , 석원균 , 장성훈 , 전현수 , 김영숙 , 차승렬 , 최종권 , 김훈 , 정용찬 , 김진원 , 전금석 , 송동범 , 황재선
IPC分类号： E04C3/293
摘要： The present invention relates to a U-shaped composite beam joined to an H-beam, which has improved constructability and structural performance for the joint between the U-shaped composite beam and a column or a small beam when the U-shaped composite beam is joined to the column and reduces the floor height. According to a preferred embodiment of the present invention, the U-shaped composite beam comprises a U-shaped beam which comprises a lower flange plate, an upper plate, and a spacer and which has a predetermined length of a U-shaped cross section; an end plate joined to both ends of the U-shaped beam to block both ends of the U-shaped beam; an H-beam of which one end is joined to the end plate; a plate-shaped upper stiffener joined to the upper outer side of the end plate to connect the side of the upper flange plate of the H-beams; a plate-shaped lower stiffener joined to the lower outer side of the end plate to connect the side of the lower flange plate of the H-beams; a plate-shaped central stiffener joined to the outer end of the end plate to connect both sides of the web plate of the H-beam; and concrete for filling the inside of the U-shaped beam.
摘要翻译：本发明涉及一种连接在H型梁上的U形复合梁，当U形复合梁为（U形）复合梁时，U形复合梁与柱或小梁之间的接头具有改进的构造性能和结构性能加入到柱中并降低地板高度。根据本发明的优选实施例，U形复合梁包括U形梁，其包括下凸缘板，上板和间隔件，并且具有预定长度的U形横截面; 连接到U形梁的两端的端板，以阻挡U形梁的两端; 一端与端板接合的H型梁; 接合在端板的上外侧的板状的上加强筋，以连接H型梁的上法兰板的一侧; 连接在所述端板的下外侧的板状下加强筋，以连接所述H形梁的下法兰板的一侧; 连接到端板的外端的板状中央加强筋，以连接H型梁的腹板的两侧; 和用于填充U形梁内部的混凝土。

3. 发明授权

KR101229194B1 유자형 합성보 및 덮개부재를 이용한 층고절감형 철골골조 有权
标题翻译：钢框架使用U形复合梁
公开(公告)号：KR101229194B1
公开(公告)日：2013-02-01
申请号：KR1020120090946
申请日：2012-08-20
申请人： 주식회사 디알비동일 , 쌍용건설 주식회사 , (주)동양구조엔지니어링 , 주식회사 케이씨씨건설 , 주식회사 삼우공간건축사사무소 , 주식회사 씨엠파트너스건축사사무소 , (주)퍼스텍이엔지
发明人： 안태상 , 김영주 , 장동운 , 차승렬 , 윤진혁 , 김훈 , 정용찬 , 전금석 , 송동범 , 배재훈 , 김진원
IPC分类号： E04B5/43 , E04B1/24 , E04B1/58
摘要： PURPOSE: A U-shaped composite beam and a steel structure using a cover unit capable of reducing the story height are provided to perform a binding construction without any interference from a side plate for the concrete forming the inside of a beam during the construction of a beam-column connection. CONSTITUTION: A U-shaped composite beam and a steel structure using a cover unit include a column(110), a large beam(120), a small beam(130), a bracket(140), a beam joint(150), a space maintaining unit(160), and a cover unit. The large column is connected between the columns. The small beam is connected between the large beams. The bracket is connected with the column for the connection to the large beam. The beam joint is combined on the position to which the small beam is connected. The space maintaining unit is installed with a regular gap on the total length of the small step. The cover unit is comprised to cover the top of the connection part of the large beam and the bracket.
摘要翻译：目的：提供一种U形复合梁和使用能够降低故事高度的盖单元的钢结构，以在构造梁的内侧的混凝土的侧板不受干扰地执行装订结构梁柱连接。构造：U形复合梁和使用盖单元的钢结构包括柱（110），大梁（120），小梁（130），托架（140），梁接头（150）空间维持单元（160）和盖单元。列之间连接大列。小梁连接在大梁之间。支架与柱连接用于连接大梁。梁接头组合在小梁连接的位置上。空间维护单元在小台阶的总长度上具有规则的间隙。盖单元包括以覆盖大梁和支架的连接部分的顶部。

4. 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.

5. 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）。

6. 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。

7. 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。

8. 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。

9. 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。

10. 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。

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