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公开(公告)号：KR101154060B1
公开(公告)日：2012-06-11
申请号：KR1020110107116
申请日：2011-10-19
Applicant: 군산대학교산학협력단
Abstract: PURPOSE: A damper for a connection beam and a connection beam assembly using the same are provided to prevent damage to a concrete connection beam and a concrete baring wall by allowing a damping plate to absorb energy when a horizontal load is generated. CONSTITUTION: A connection beam assembly using a damper comprises a damper(100), a concrete connection beam(200), and fastening members(300). The damper comprises a frame(110) and a damping plate(120). The frame has an opening. The damping plate is fixed to the opening of the frame. The concrete connection beam is arranged between concrete bearing walls(W). The fastening members connect the concrete connection beams and the damper to the concrete bearing walls.
Abstract translation: 目的：提供一种用于连接梁的阻尼器和使用其的连接梁组件，以通过允许阻尼板在产生水平负载时吸收能量来防止对混凝土连接梁和混凝土吊坝的损坏。 构成：使用阻尼器的连接梁组件包括阻尼器（100），混凝土连接梁（200）和紧固构件（300）。 阻尼器包括框架（110）和阻尼板（120）。 框架有一个开口。 阻尼板固定在框架的开口处。 混凝土连接梁布置在混凝土轴承壁（W）之间。 紧固件将混凝土连接梁和阻尼器连接到混凝土轴承墙。
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公开(公告)号：KR101942855B1
公开(公告)日：2019-04-17
申请号：KR1020180064689
申请日：2018-06-05
Applicant: (주)대들보구조안전기술단 , 군산대학교산학협력단
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公开(公告)号：KR1020160107596A
公开(公告)日：2016-09-19
申请号：KR1020150030532
申请日：2015-03-04
Applicant: 군산대학교산학협력단
CPC classification number: B63B35/34 , B63B35/28 , B63B35/44 , B63B2035/4426 , B63B2035/4453 , B63B2221/08 , E02B3/068 , F16B5/02
Abstract: 본발명은폰툰을구성하는각 면을분리제작하여형성된폰툰패널들을폰툰설치강 바다등의수상또는해상으로운송하여조립하는것에의해폰툰을용이하게운송하여설치할수 있도록하는패널조립형폰툰및 그제작방법에관한것으로, 상기패널조립형폰툰은, 폰툰의상부면을형성하는상부패널; 상기폰툰의하부면을형성하는하부패널; 및상기폰툰의네 측벽을형성하도록분리된제 1 내지제 4 측벽패널로이루어지는측벽패널;을포함하여, 상기상부패널과하부패널및 제 1 내지제 4 측벽패널들을포함하는폰툰패널들이서로독립적으로제작된후 설치장소로이송되어폰툰으로조립형성되도록구성되는것에의해, 폰툰의이송및 제작을용이하게하며, 안전사고의발생을현저히줄일수 있도록하는효과를제공한다.
Abstract translation: 本发明涉及一种面板组装的浮筒及其制造方法，其可以通过将通过将构成浮筒的各个表面分别制造成水或海如浮筒安装河海而形成的浮筒，容易地运输浮筒来安装浮筒。 组装浮桥面板。 面板组装的浮筒包括：形成浮筒上表面的上板; 形成浮筒下表面的下板; 以及由隔开形成浮筒的四个侧壁的第一至第四侧壁板组成的侧壁板。 独立制造包括上板，下板和第一至第四侧壁板的浮桥板，然后运输到安装位置，以组装成浮筒，从而便于运输和制造，并显着减少事故发生 。
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Patent Agency Ranking
公开(公告)号：KR1020150041483A
公开(公告)日：2015-04-16
申请号：KR1020130120054
申请日：2013-10-08
Applicant: 군산대학교산학협력단
Abstract: 본발명은부유식함체모듈및 이를이용한시공방법에관한것이다. 본발명에따른부유식함체모듈및 이를이용한시공방법은쉬스관이매설된콘크리트블록몸체를육상에서제작하고, 콘크리트블록몸체를수상으로운송하여수상현장에서강선에긴장력을도입하여부유식함체모듈을시공하는것이다. 따라서콘크리트블록을일체화시켜부유식함체모듈의성능을증대시키면서구조물의시공비를절감시킬수 있다.
Abstract translation: 本发明涉及浮动结构模块及其构造方法。 根据本发明，在地面上制造具有嵌入其中的护套管的混凝土块体，将混凝土块体转移到水中。 然后，在水位上，将钢筋施加到钢丝绳上，使得可以构造浮动结构模块。 因此，浮动结构模块的性能随着混凝土块的整合而提高，施工成本可以降低。
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公开(公告)号：KR101262619B1
公开(公告)日：2013-05-08
申请号：KR1020120060006
申请日：2012-06-04
Applicant: 군산대학교산학협력단
Abstract: PURPOSE: A rigidity-controllable mooring dolphin is provided to prevent damage to the appearance of a floating structure by preventing the exposure of the mooring dolphin to the surface of water. CONSTITUTION: A rigidity-controllable mooring dolphin comprises a support pipe(110), an inner pipe(120), and a mooring unit(130). The support pipe is a cylindrical pipe and is fixed on the seabed. The inner pipe is inserted into the support pipe and vertically moves in the support pipe. The bottom of the inner pipe has multiple holes. The mooring unit is positioned in the upper part of the inner pipe and connects the inner pipe and a floating structure. The rigidity of the mooring dolphin is controlled by controlling the diameter of the holes. As the diameter of the holes is larger, the rigidity is higher.
Abstract translation: 目的：提供刚性可控的系泊海豚，以防止系泊海豚暴露于水面，从而损害漂浮结构的外观。 构成：刚性可控的系泊海豚包括支撑管（110），内管（120）和系泊单元（130）。 支撑管是圆柱形管，固定在海床上。 将内管插入支撑管中并在支撑管中垂直移动。 内管底部有多个孔。 系泊单元位于内管的上部，并连接内管和浮动结构。 通过控制孔的直径来控制系泊海豚的刚度。 随着孔的直径越大，刚性越高。
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公开(公告)号：KR101762941B1
公开(公告)日：2017-07-28
申请号：KR1020150030532
申请日：2015-03-04
Applicant: 군산대학교산학협력단
Abstract: 본발명은폰툰을구성하는각 면을분리제작하여형성된폰툰패널들을폰툰설치강 바다등의수상또는해상으로운송하여조립하는것에의해폰툰을용이하게운송하여설치할수 있도록하는패널조립형폰툰및 그제작방법에관한것으로, 상기패널조립형폰툰은, 폰툰의상부면을형성하는상부패널; 상기폰툰의하부면을형성하는하부패널; 및상기폰툰의네 측벽을형성하도록분리된제 1 내지제 4 측벽패널로이루어지는측벽패널;을포함하여, 상기상부패널과하부패널및 제 1 내지제 4 측벽패널들을포함하는폰툰패널들이서로독립적으로제작된후 설치장소로이송되어폰툰으로조립형성되도록구성되는것에의해, 폰툰의이송및 제작을용이하게하며, 안전사고의발생을현저히줄일수 있도록하는효과를제공한다.
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公开(公告)号：KR101558150B1
公开(公告)日：2015-10-08
申请号：KR1020130120054
申请日：2013-10-08
Applicant: 군산대학교산학협력단
Abstract: 본발명은부유식함체모듈및 이를이용한시공방법에관한것이다. 본발명에따른부유식함체모듈및 이를이용한시공방법은쉬스관이매설된콘크리트블록몸체를육상에서제작하고, 콘크리트블록몸체를수상으로운송하여수상현장에서강선에긴장력을도입하여부유식함체모듈을시공하는것이다. 따라서콘크리트블록을일체화시켜부유식함체모듈의성능을증대시키면서구조물의시공비를절감시킬수 있다.
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公开(公告)号：KR101305882B1
公开(公告)日：2013-09-09
申请号：KR1020120140754
申请日：2012-12-06
Applicant: 군산대학교산학협력단
Inventor： 이영욱
Abstract: PURPOSE: A parallel shear wall for buildings is provided to simplify the arrangement of bars in a connection beam and to prevent connection beams and shear walls from being damaged by improving the effects of shear walls in absorbing and emitting lateral load energy. CONSTITUTION: A parallel shear wall (100) for buildings comprises shear walls (110, 120), a connection beam (130), and a damper (140). The shear walls are separately set up at both sides at regular intervals to be parallel to each other. The connection beams are installed at regular intervals in the longitudinal direction of the shear wall. The connection beam laterally connects the shear walls to each other to absorb and emit energy due to lateral loads applied to the shear walls. The damper is spaced apart from the shear walls and is installed in a silt space (S) to absorb and emit energy delivered to a plurality of beams (131, 132).
Abstract translation: 目的：提供建筑物的平行剪力墙，以简化连接梁中的杆的布置，并防止连接梁和剪力墙受到改进剪力墙吸收和释放横向载荷能量的影响而受损。 构造：用于建筑物的平行剪力墙（100）包括剪力壁（110,120），连接梁（130）和阻尼器（140）。 剪力墙在两侧以规则的间隔分别设置成彼此平行。 连接梁在剪力墙的纵向上以规则的间隔安装。 连接梁横向地将剪力墙相互连接，以便由于施加到剪力墙的横向载荷而吸收和释放能量。 阻尼器与剪力墙间隔开并安装在淤泥空间（S）中，以吸收和发射输送到多个梁（131,132）的能量。
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