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公开(公告)号：KR101518034B1
公开(公告)日：2015-05-15
申请号：KR1020130155474
申请日：2013-12-13
Applicant: 조선대학교산학협력단
Inventor： 최재혁
IPC: E04C3/34
Abstract: 본발명은콘크리트기둥에가해지는외력에의해압축파괴가발생하는것을방지할수 있는콘크리트기둥의형성및 이의시공방법에관한것이다. 본발명에따른콘크리트기둥의형성및 이의시공방법은콘크리트기둥본체를관통되게체결봉을설치하는체결봉설치단계와, 상기체결봉의양단부에각각대응되는상기기둥본체의외측면에커버판을설치하는커버판설치단계와, 대응되게설치된상기커버판들을상대이동시켜상기기둥본체에가압력을제공하도록각 상기커버판을관통하여상기체결봉의단부에체결되도록고정부재를설치하는커버판결합단계를포함한다.
Abstract translation: 本发明涉及一种混凝土柱的成形和构造方法，其可以防止由于施加到混凝土柱的外力而产生压缩破坏。 根据本发明的混凝土柱的成形和构造方法包括：连接杆安装步骤，以使杆穿过柱的主体的方式安装连杆; 盖板安装步骤，分别在连接杆的两端分别安装在主体的外侧的盖板; 盖板联接步骤，其安装固定构件以在通过盖板时与联接杆的一端联接，以通过相对移动盖板来向柱体的主体提供虚拟的压力。
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公开(公告)号：KR101460345B1
公开(公告)日：2014-11-14
申请号：KR1020120140536
申请日：2012-12-05
Applicant: 조선대학교산학협력단
Inventor： 최재혁
Abstract: 본 발명은 브레이스 마찰댐퍼에 관한 것으로서, 구조물에 설치된 지지유닛과; 상기 지지유닛에 결합된 댐핑로드와; 상기 지지유닛과 상기 댐핑로드를 결합시키는 결합부와; 상기 지지유닛과 상기 댐핑로드 사이에 상기 댐핑로드에 고정된 상태로 상기 지지유닛과 마찰하면서 상기 지지유닛을 따라 슬라이딩 이동가능하게 결합된 마찰패드;를 구비하는 것을 특징으로 한다.
본 발명에 따른 브레이스 마찰댐퍼는 다수의 마찰패드들이 미끄러지면서 구조물에 작용하는 외력을 감쇄시킴으로써 지진발생에 건물의 변형 및 파손을 보다 효과적으로 방지할 수 있다.-
公开(公告)号：KR101404814B1
公开(公告)日：2014-06-12
申请号：KR1020120140792
申请日：2012-12-06
Applicant: 조선대학교산학협력단
Inventor： 최재혁
Abstract: The present invention relates to a method to construct a vibration isolation swing slab which is constructed for a slab to support on a beam structure on the upper side of a column structure to have a vibration isolation performance. The slab can be supported and suspended on the lower part of the beam structure to be able to relatively and horizontally move. The method to construct a vibration isolation swing slab can effectively prevent the movements of the slab when a building is vibrated.
Abstract translation: 本发明涉及一种构造振动隔离摆动板的方法，该方法构造成用于板坯以支撑在柱结构的上侧上的梁结构上以具有隔振性能。 板坯可以支撑并悬挂在梁结构的下部，以能够相对和水平地移动。 构建隔振摆动板的方法可以有效地防止建筑物振动时板坯的移动。
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公开(公告)号：KR101393696B1
公开(公告)日：2014-05-13
申请号：KR1020120124446
申请日：2012-11-05
Applicant: 조선대학교산학협력단
Inventor： 최재혁
Abstract: The present invention relates to a variable friction damper moving along three axises damping vibration applied to a structure due to an external factor such as an earthquake by being installed in a building. The variable friction damper moving along three axises includes a first support body supported on the structure or a damping rod; a second support body supported on the structure or the damping rod to be located in the lower part of the first support body; a connection plate in which a first fixed hole and a second fixed hole individually corresponding to a first slot and a second slot of the first support body and the second support body are formed on the upper end and the lower end and which is connected to the front and rear surface of the first support body and the second support body; a friction plate inserted between the connect plate and the first and second support bodies; and a connection unit connecting the first and second support bodies, the friction plate, and the connection plate.
Abstract translation: 本发明涉及一种沿三轴运动的可变摩擦阻尼器，其通过安装在建筑物中，由于诸如地震的外部因素而施加到结构上的阻尼振动。 沿三轴运动的可变摩擦阻尼器包括支撑在结构上的第一支撑体或阻尼杆; 支撑在结构上的第二支撑体或阻尼杆，其位于第一支撑体的下部; 连接板，其中分别对应于第一槽的第一固定孔和第二固定孔以及第一支撑体和第二支撑体的第二槽形成在上端和下端上，并连接到 第一支撑体和第二支撑体的前表面和后表面; 插入在连接板和第一和第二支撑体之间的摩擦板; 以及连接单元，连接第一和第二支撑体，摩擦板和连接板。
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公开(公告)号：KR101390990B1
公开(公告)日：2014-05-02
申请号：KR1020120124450
申请日：2012-11-05
Applicant: 조선대학교산학협력단
Inventor： 최재혁
Abstract: The present invention relates to a pretension reinforcement apparatus for a waist-high wall using steel wires and a reinforcement method for a waist-high wall using the pretension reinforcement apparatus capable of reinforcing resisting force and ductility of a waist-high wall using pretension by using steel wires fixed to a beam and a column. According to the present invention, the pretension reinforcement apparatus for a waist-high wall using steel wires for reinforcing a waist-high wall installed between a column and a beam comprises: angle members fixed and installed to the column, the beam, and a supporting part formed on a lower part of a window frame, respectively; and a pretension steel wire unit which has a reinforcing steel wire having both ends coupled to the two angle members installed to the beam and column or the support part and the column and installed to be applied with predetermined tensile force. The pretension steel wire unit is installed to extend in a direction inclined at a predetermined angle against the beam, the support part, and the column.
Abstract translation: 本发明涉及一种使用钢丝绳的腰围高度的预张力加强装置和使用预张力加强装置的腰围的加强方法，该预张力加强装置能够通过使用预张力来增强腰围的抗高度和延展性 钢丝固定在梁和柱上。 根据本发明，用于加强安装在柱和梁之间的腰围的钢丝的腰围高强度预紧力装置包括：固定并安装到柱，梁和支撑件上的角部件 分别形成在窗框的下部的部分; 以及预紧钢丝单元，其具有加强钢丝，所述加强钢丝的两端与安装在所述梁和柱或所述支撑部和所述柱上的所述两个角部件相连接，并被安装以施加预定的拉伸力。 预张力钢丝单元安装成沿着与梁，支撑部和柱相对于预定角度倾斜的方向延伸。
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Patent Agency Ranking
公开(公告)号：KR1020130023477A
公开(公告)日：2013-03-08
申请号：KR1020110086257
申请日：2011-08-29
Applicant: 조선대학교산학협력단
Inventor： 최재혁
IPC: F16B43/00
Abstract: PURPOSE: A spring washer is provided to confirm a coupled state of bolt or a nut coupling members constituting various kinds of structures or devices without using a separate device easily and accurately. CONSTITUTION: A spring washer(100) comprises a body(110), a through-hole(120), and a slot(130). The through-hole is penetrated through the center of the body. The slot is formed in a radial direction of the body so that a coupled state of a nut and an object or a bolt and the object can be confirmed. One end of the slot is in contact with the through-hole, thereby being opened inward to the body. The other end of the slot is in contact with an edge of the body, thereby being opened outward to the body. The body is formed to be inclined to the radial direction from the edge.
Abstract translation: 目的：提供一种弹簧垫圈，用于确认构成各种结构或装置的螺栓或螺母联接构件的联接状态，而无需使用单独的装置。 构成：弹簧垫圈（100）包括主体（110），通孔（120）和狭槽（130）。 通孔穿过身体的中心。 狭槽形成在主体的径向方向上，从而能够确认螺母和物体或螺栓和物体的联接状态。 槽的一端与通孔接触，从而向内向内打开。 槽的另一端与主体的边缘接触，从而向外向外打开。 主体形成为从边缘向径向倾斜。
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公开(公告)号：KR1020170057015A
公开(公告)日：2017-05-24
申请号：KR1020150160594
申请日：2015-11-16
Applicant: 조선대학교산학협력단
Abstract: 본발명은환기댐퍼에관한것으로, 보다구체적으로는환풍기가작동될때에는풍압에의해유로가개방되어내부의공기가외부로배출되고, 환풍기가작동이중단될때에는자동으로유로가폐쇄되어, 외부의공기가내부로역류되는것을차단하는층간악취방지용환기댐퍼에관한것이다.
Abstract translation: 本发明涉及一种通风风闸，更具体地euroneun所述流动路径由时要风扇被操作，内部空气被排放到外部，以风扇的时间是操作自动停止流动路径被关闭，外部空气的风压打开 防止通风回流到房屋内部。
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公开(公告)号：KR101734318B1
公开(公告)日：2017-05-15
申请号：KR1020150052592
申请日：2015-04-14
Applicant: 조선대학교산학협력단 , 아베베 다니엘 예쉬와웍
Inventor： 최재혁 , 아베베다니엘예쉬와웍
Abstract: 본발명은건물의벽체또는구조물에설치되는격자상의외부프레임과, 상기외부프레임의내부에설치되며열리고닫히는도어가설치되는도어틀과, 상기도어틀과외부프레임의사이에설치되어외력에의한상기외부프레임의수평하중에의해탄성또는소성변형되어상기도어틀의변형을방지하여상기도어가원활하게열리고닫히도록하는적어도하나의댐퍼유닛을구비한다. 본발명에따른지진재난방지용안전도어조립체는지진과같은외력에의해메인수평부재와문틀의수평부재의사이에설치되어메인수평부재에의해수평부재에작용하는수평하중에의해탄성및 소성변형됨으로서안정된이력특성을가지며, 문틀이외력에의해변형되는것을방지하며, 나아가서는문틀이변형됨으로써문이열리지않게되는문제점을근본적으로방지할수 있다.
Abstract translation: 另外，本发明的壁或安装在结构上的网格的外框架，并且内部的外框架被打开和关闭安装在门，该门被设置在门框架之间，所述门框架，并根据外力的外框架结构， 通过外框架的横向载荷发生弹性变形或塑性变形包括用于所述门被打开和通过防止门框架的变形顺利关闭至少一个阻尼器单元。 根据本发明的抗震安全门组件由外力通过可由作用在水平构件上由主水平构件的横向载荷弹性和塑性变形提供诸如水平bujaeui主水平构件和门框稳定历史之间的地震 具有这样的特性，并防止门框架由外力而变形，并且进一步门框可以通过被变形基本上防止该问题，从开口的门。
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公开(公告)号：KR101713696B1
公开(公告)日：2017-03-21
申请号：KR1020150136896
申请日：2015-09-25
Applicant: 조선대학교산학협력단 , 주식회사 삼연기술
Abstract: 본발명은지진파에의한구조물거동예측정보산출시스템에관한것으로서, 구조물에대응되게장착된시편을엑츄에이터에의한신축에의해변위시킬수 있도록된 변위인가부와, 시편에인가된외력을검출하는외력검출부와, 엑츄에이터가가동되도록변위인가부를제어하고외력검출부에서검출된외력값을인터페이스부를통해전송처리하는가동처리유니트와, 시편에대응한구조물의질량, 감쇄계수시편에적용할지진파데이터열로부터구조물의동적거동을산출하는거동방정식에의해구조물의현재예측변위값을산출하고, 현재예측변위값을다단계로점진적으로접근하도록설정된분할인가스텝에따라시편에인가되도록변위인가부가가동되게처리하면서구조물거동정보를산출한다. 이러한지진파에의한구조물거동예측정보산출시스템및 산출방법에의하면, 계산된변위값을실제구조물에대응하는시편에유도되게인가할때 목표값을초과하지않으면서연산속도를저해하지않는방식으로다단계를거쳐인가함으로써거동예측정보산출정밀도를높일수 있다.
Abstract translation: 本发明是用于检测位移施加单元和施加在试样这样的外力，所以sikilsu移位安装在由拉伸通过在结构行为预测信息根据地震波，并计算系统的致动器引起的对应于结构试样的外力检测部 从有源处理部的传输处理的结构，并对应于所述样本，地震数据序列结构的质量被施加到衰减系数试样，通过施加到位移的控制，以使致动器可动部和所述接口由外部力检测器的动态检测出的外力值 由运动方程用于计算行为和当前预测的位移除法计算结构的当前预测位移是结构性的行为的信息，而所述位移被添加操作要被处理按照设置为逐渐接近在多个阶段中的值的步骤中施加到样本 据计算。 根据结构行为预测信息计算系统和根据本地震波的计算方法，在所计算的位移值不抑制站立动作速度不超过目标值时，在检体被诱导为多级的实际结构方案中的应用 可以提高计算行为预测信息的精度。
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公开(公告)号：KR1020160122917A
公开(公告)日：2016-10-25
申请号：KR1020150052592
申请日：2015-04-14
Applicant: 조선대학교산학협력단 , 아베베 다니엘 예쉬와웍
Inventor： 최재혁 , 아베베다니엘예쉬와웍
Abstract: 본발명은건물의벽체또는구조물에설치되는격자상의외부프레임과, 상기외부프레임의내부에설치되며열리고닫히는도어가설치되는도어틀과, 상기도어틀과외부프레임의사이에설치되어외력에의한상기외부프레임의수평하중에의해탄성또는소성변형되어상기도어틀의변형을방지하여상기도어가원활하게열리고닫히도록하는적어도하나의댐퍼유닛을구비한다. 본발명에따른지진재난방지용안전도어조립체는지진과같은외력에의해메인수평부재와문틀의수평부재의사이에설치되어메인수평부재에의해수평부재에작용하는수평하중에의해탄성및 소성변형됨으로서안정된이력특성을가지며, 문틀이외력에의해변형되는것을방지하며, 나아가서는문틀이변형됨으로써문이열리지않게되는문제점을근본적으로방지할수 있다.
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