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1. 发明授权

KR101341699B1 코어형 양중장치 및 이를 이용한 양중방법 有权
标题翻译：使用滑轮提升重材料设备及其方法
公开(公告)号：KR101341699B1
公开(公告)日：2013-12-16
申请号：KR1020110106579
申请日：2011-10-18
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 , B66B7/02
摘要： 본발명의코어형양중장치및 이를이용한양중방법은건축물의엘리베이터홀에설치되어, 실린더또는도르래를이용하여내부프레임과외부프레임을교대로상승시켜자재와작업자를인양할수 있도록한 코어형양중장치및 이를이용한양중방법으로서, 엘리베이터홀에외부프레임과외부프레임을따라이동하는내부프레임을구성하여외부프레임과내부프레임이교대로이동하며, 수직이동이가능하도록하는간단한구조로형성되어, 양중장치의규모가매우작음에도불구하고, 건축자재등의중량물(重量物)을양중(揚重, lifting)하여저층뿐만아니라아무리높은고층작업현장이더라도용이하게설치하여작업할 수있으며, 같은레벨뿐만아니라다른레벨에서도여러대를동시에설치하여양중을할 수있기때문에, 비용절감뿐만아니라공기단축에도매우유용한효과가있다.

2. 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.

3. 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）。

4. 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。

5. 发明公开

KR1020130042333A 코어형 양중장치 및 이를 이용한 양중방법 有权
标题翻译：使用PULLEY及其方法提升重物料设备
公开(公告)号：KR1020130042333A
公开(公告)日：2013-04-26
申请号：KR1020110106579
申请日：2011-10-18
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 , B66B7/02
CPC分类号： E04G21/16 , B66B7/02 , B66B9/00 , B66B9/04
摘要： PURPOSE: A core type lifting device and a lifting method thereof are provided to facilitate to install in a high-rise site and to enable to lift heavy materials by a small structure. CONSTITUTION: A core type lifting device comprises external and internal frames(100,200), a fixing transport unit(300), and first and second cylinders(400,500). The external frame comprises a vertical member(110), a horizontal member(120), and a guide roller(130). The internal frame is formed inside the external frame for vertically moving, is formed with an entrance(210), and is equipped with a guide roller. The first cylinder is fixed to the fixing transport unit for vertically moving the external frame. The second cylinder vertically moves the internal frame.
摘要翻译：目的：提供一种芯型提升装置及其提升方法，以便于安装在高层位置，并能够通过小型结构提升重材料。构成：一种芯型提升装置，包括外框架和内框架（100,200），定影运输单元（300）和第一和第二气缸（400,500）。外框包括垂直构件（110），水平构件（120）和导辊（130）。内部框架形成在外部框架内用于垂直移动，形成有入口（210），并且配备有导向辊。第一圆柱体固定到定影传送单元上以垂直移动外框。第二个气缸垂直移动内部框架。

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

KR101028217B1 점탄성과 마찰을 이용한 이중강관형 복합제진장치 有权
标题翻译：双钢管混合振动控制装置使用粘弹性和摩擦力
公开(公告)号：KR101028217B1
公开(公告)日：2011-04-11
申请号：KR1020100048970
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： E04B1/98 , E04H9/02
摘要： PURPOSE: A double steel tube type composite damping device using visco-elasticity and friction force is provided to improve earthquake-proof reinforcement effect at lower cost. CONSTITUTION: A double steel tube type composite damping device using visco-elasticity and friction force comprises an inner damping body(20), an outer damping body(30), a high damping body(40), upper and lower connection plates, a friction pad(60), a fastener, and a locking pin(70). The inner damping body is composed of square steel pipes having fixed thickness and length. The outer damping body is inserted to the inner damping body and has same shape as but bigger size than the inner damping body. The upper and lower connection plates have one end located in the inner damping body and the other end located in the outer damping body in order to connect the inner and outer damping bodies. The friction pad is located between the upper and lower connection plates and the outer damping body. The fastener is compulsively pushed toward the upper and lower connection plates to connect the inner and outer damping bodies. The locking pin is fixed to the inner damping body through a locking pin assembly holes(20b) formed on the upper and lower connection plates in order to control the movement of the inner and outer damping bodies.
摘要翻译：目的：提供使用粘弹性和摩擦力的双钢管复合阻尼装置，以更低的成本提高抗震加固效果。构成：使用粘弹性和摩擦力的双钢管型复合阻尼装置包括内阻尼体（20），外阻尼体（30），高阻尼体（40），上下连接板，摩擦力垫（60），紧固件和锁定销（70）。内阻尼体由具有固定厚度和长度的方钢管组成。外部阻尼体被插入到内部阻尼体中，并且具有与内部阻尼体相同的形状，但是尺寸比内部阻尼体大。上连接板和下连接板的一端位于内阻尼体中，另一端位于外阻尼体内，以连接内阻尼体和外阻尼体。摩擦垫位于上下连接板和外阻尼体之间。紧固件被强制地推向上下连接板以连接内阻尼体和外阻尼体。锁定销通过形成在上连接板和下连接板上的锁定销组件孔（20b）固定到内阻尼体，以便控制内阻尼体和外阻尼体的移动。

8. 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。

9. 发明授权

KR101028239B1 점탄성과 이력특성을 이용한 복합제진장치 有权
标题翻译：混合振动控制装置使用粘弹性和滞后性
公开(公告)号：KR101028239B1
公开(公告)日：2011-04-11
申请号：KR1020100048971
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： E04B1/98 , E04H9/02
摘要： PURPOSE: A hybrid vibration control device using visco-elasticity and hysteretic characteristics is provided to improve an earthquake-proof reinforcement effect at low cost, since it is not necessary the installation of a separate vibration control device according to the kind of the mechanical vibration source. CONSTITUTION: A hybrid vibration control device using visco-elasticity and hysteretic characteristics comprises a pair of damper bodies(10a,10b), a plurality of high damping rubbers(20), and a plurality of steel material pins(30). A pair of damper bodies comprises a plurality of side panels(102a,104a,102b,104b) and platform steel panels(106a,106b). The platform steel panel is perpendicularly connected to one end of a plurality of side panels. The high damping rubber is installed between the side panels and is visco-elastically transformed. A plurality of steel material pins performs a function as a steel hysteretic damper and has a plastic hinge part(30a).
摘要翻译：目的：提供使用粘弹性和滞后特性的混合振动控制装置，以便以低成本提高抗震加固效果，因为不需要根据机械振动源的种类安装单独的振动控制装置。构成：使用粘弹性和滞后特性的混合振动控制装置包括一对阻尼体（10a，10b），多个高阻尼橡胶（20）和多个钢材销钉（30）。一对阻尼器主体包括多个侧板（102a，104a，102b，104b）和平台钢板（106a，106b）。平台钢板垂直连接到多个侧板的一端。高阻尼橡胶安装在侧板之间，并进行粘弹性变形。多个钢材销钉具有钢滞回阻尼器的功能，并具有塑料铰链部件（30a）。

10. 发明授权

KR101028234B1 점탄성과 마찰을 이용한 복합제진장치 有权
标题翻译：混合振动控制装置使用粘弹性和摩擦力
公开(公告)号：KR101028234B1
公开(公告)日：2011-04-11
申请号：KR1020100059131
申请日：2010-06-22
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： E04B1/98 , E04H9/02
摘要： PURPOSE: A hybrid vibration control device using visco-elasticity and friction force is provided to improve earthquake-proof reinforcement effect at low costs without a separate vibration control device according to the kind of mechanical vibration source. CONSTITUTION: A hybrid vibration control device using visco-elasticity and friction force comprises a pair of damper bodies(10a,10b), a plurality of high damping rubbers(20), a friction pad pressure plate(30), a sliding plate(40), a plurality of friction pads(50a,50b), and a friction pad fastener. The high damping rubber is respectively installed between a sub side plate(106a) and a main side plate(104a). The sliding plate is inserted between the main side plate and friction pad pressure plate. The friction pad fastener fixes the friction pad pressure plate to the main side plate and generates the frictional resistance by compulsively pushing the friction pad to the friction plate by using a screwing force.
摘要翻译：目的：提供使用粘弹性和摩擦力的混合振动控制装置，以便以低成本提高抗震加固效果，而无需根据机械振动源的种类进行单独的振动控制装置。构成：使用粘弹性和摩擦力的混合振动控制装置包括一对阻尼体（10a，10b），多个高阻尼橡胶（20），摩擦瓦压板（30），滑板（40）），多个摩擦垫（50a，50b）和摩擦垫紧固件。高阻尼橡胶分别安装在副侧板（106a）和主侧板（104a）之间。滑板插入主侧板和摩擦垫压板之间。摩擦垫紧固件将摩擦垫压板固定在主侧板上，并通过使用旋拧力将摩擦垫强制推到摩擦板上而产生摩擦阻力。

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