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1. 发明公开

KR1020100021874A 교량의 상부구조물 제거방법, 설치방법, 교체방법과 이를 위한 상부구조물 승강장치와 이송차량 无效
标题翻译：拆除，安装和更换桥梁上部结构的方法，以及桥梁上部结构的提升装置和运输车辆的方法
公开(公告)号：KR1020100021874A
公开(公告)日：2010-02-26
申请号：KR1020080080518
申请日：2008-08-18
申请人： 조영철 , 최은수
发明人： 조영철 , 최은수 , 방인석
IPC分类号： E01D22/00 , B66F3/24
CPC分类号： E01D22/00 , B66F3/24
摘要： PURPOSE: A method for removing, installing, and replacing an upper structure of a bridge, and a lifting device and a transportation vehicle of the upper structure for the same are provided to easily perform a replacing work of the upper structure of the bridge. CONSTITUTION: A method for removing an upper structure of a bridge is as follows: Guide units(222) are arranged on the top of support structures(220). Upper structure lifting devices(200) which has the support structures are installed in the bottom of a first upper structure(130). The upper structure lifting devices lift the first upper structure, and the first upper structure is horizontally moved with the guide units. Sliding members are installed in one of the guide units and the bottom surface of the first upper structure contacted with the guide units. An upper structure transfer vehicle is located near the first upper structure lifted by the upper structure lifting devices. And the first upper structure is horizontally moved toward the upper structure transfer vehicle.
摘要翻译：目的：提供一种用于拆卸，安装和更换上部结构的桥梁的上部结构，以及用于其的上部结构的提升装置和运输工具的方法，以便于轻松地执行桥梁的上部结构的替换工作。构成：用于去除桥的上部结构的方法如下：引导单元（222）布置在支撑结构（220）的顶部。具有支撑结构的上部结构提升装置（200）安装在第一上部结构（130）的底部。上部结构提升装置提升第一上部结构，并且第一上部结构与引导单元水平移动。滑动构件安装在一个引导单元中，并且第一上部结构的底表面与引导单元接触。上部结构传送车辆位于由上部结构提升装置提升的第一上部结构附近。并且第一上部结构水平移动到上部结构传送车辆。

2. 发明授权

KR100907141B1 이동크레인 설치구조 및 이를 이용한 철도교 상부구조물의교체시공방법 有权
标题翻译：移动式起重机安装结构及其替代方法
公开(公告)号：KR100907141B1
公开(公告)日：2009-07-09
申请号：KR1020080069391
申请日：2008-07-17
申请人： 조영철 , 최은수
发明人： 조영철 , 최은수 , 방인석
IPC分类号： E01D22/00 , E01D21/00 , E01D19/04 , B66C19/00
CPC分类号： E01D22/00 , B66C19/00 , E01D19/04 , E01D21/00
摘要： A movable crane installation structure and a replacing construction method of an upper structure of a railway bridge are provided to easily and rapidly replace an upper structure of a railway bridge which has 12m or more length without interference on the operation of a train. A replacing construction method of an upper structure of a railway bridge by using a movable crane installation structure(200) is composed of the step of additionally installing an expansion pier(221) in an existing pier(10), the step of installing a crane support girder(225) extended according to the throttling direction of a railway bridge in the upper part of the expanded bridge pier, the step of arranging a movable crane(210) having a lifting unit(211) for lifting a first upper structure(30) or a second upper structure on the crane support girder, the step of preparing the second upper structure on the railway bridge, the step of removing lifting the first upper structure from the bridge pier by lifting the first upper structure, and the step of installing the second upper structure in the position where the first upper structure is removed by lifting the second upper structure.
摘要翻译：提供了一种铁路桥上部结构的可移动式起重机安装结构和替代施工方法，能够容易且快速地更换长度为12m以上的铁路桥架的上部结构，而不会对列车的作业产生干扰。通过使用可移动起重机安装结构（200）的铁路桥架的上部结构的替换构造方法由在现有码头（10）中另外安装扩展码头（221）的步骤，安装起重机支撑梁（225）根据扩展桥墩上部的铁路桥梁的节流方向延伸，设置具有提升单元（211）的可移动起重机（210）的步骤，用于提升第一上部结构（30 ）或起重机支撑梁上的第二上部结构，在铁路桥上准备第二上部结构的步骤，通过提升第一上部结构来移除从桥墩提升第一上部结构的步骤;以及安装步骤在通过提升第二上部结构去除第一上部结构的位置处的第二上部结构。

3. 发明授权

KR101526820B1 레일 플로팅 격리 지지장치 有权
标题翻译：轨道浮动隔离和支持装置
公开(公告)号：KR101526820B1
公开(公告)日：2015-06-08
申请号：KR1020140154372
申请日：2014-11-07
申请人： 조영철 , 최은수
发明人： 조영철 , 최은수 , 방인석 , 지용수 , 이찬영 , 백준호 , 이유인
IPC分类号： E01B9/68 , E01B19/00
CPC分类号： E01B9/68 , E01B19/00
摘要： 기존의레일을제거하거나이동없이현장에있는그 상태에서설치작업을할 수있는레일플로팅격리지지장치가개시된다. 상기레일플로팅격리지지장치는레일의저면을지지하여주는레일지지플레이트, 상기레일지지플레이트상면에서상기레일의하측플랜지양측상면을상기레일지지플레이트를향해각각가압하는좌우한 쌍의클램핑플레이트, 상기한 쌍의클램핑플레이트아래쪽에서상기레일지지플레이트를탄성적으로지지하는제1진동조절탄성체, 기초상에고정된베이스플레이트및 상기제1진동조절탄성체, 상기레일지지플레이트, 상기클램핑플레이트를관통하는축부재를갖추고상기클램핑플레이트를상기베이스플레이트를향해가압하여상기제1진동조절탄성체가압축된상태로상기레일지지플레이트를지지하게하는한 쌍의압축기구를포함하는구성을한다.
摘要翻译：公开了一种轨道浮动分离和支撑装置，其能够在轨道存在于现场而不移动或移动现有轨道的同时被安装。轨道浮动分离支撑装置包括支撑轨道下侧的轨道支撑板; 形成在左右两侧的一对夹板，从轨道支撑板的上表面向轨道支撑板按压轨道的下凸缘的两个顶面; 第一振动，控制在所述夹板的下侧弹性地支撑所述轨道支撑板的弹性体; 以及一对压缩装置，其具有穿过固定在基座上的基板的轴构件，控制弹性体的第一振动，轨道支撑板和夹紧板，并且能够使弹性体的第一振动控制支撑轨道支撑板，同时通过将夹板朝向基板压缩来控制弹性体的第一振动。

4. 发明授权

KR101447377B1 팽창튜브 결합형 액자 有权
标题翻译：膨胀管组合式框架
公开(公告)号：KR101447377B1
公开(公告)日：2014-10-06
申请号：KR1020130078456
申请日：2013-07-04
申请人： 최은수
发明人： 최은수
IPC分类号： A47G1/06 , B65D81/05
CPC分类号： A47G1/0616 , A47G2200/02 , B65D81/052
摘要： The present invention relates to an expansion tube-coupled frame. According to the present invention, the frame is provided to be capable of separation/coupling of an expansion tube having an air injection hole so that a specific person′s breath, body odor, and fragrance as well as his or her picture to be remembered for long can be stored in the expansion tube. The present invention includes a case that has an inlet on one side of a front surface, a receiving portion being provided at a circumference of the inlet, has a storage space formed therein with a predetermined size, and receives the picture on the front surface; the expansion tube that has an expansion section which can be expanded through air injection through the air injection port provided on one side after input into the storage space through the inlet and a fixed section which is provided at a circumference of the air injection port and is received by the receiving portion; a tube fixing cap that is received by the receiving portion and fixes the fixed section of the expansion tube; and a transparent cover that is coupled with the front surface of the case and hides the picture received on the front surface of the case, the expansion tube, and the tube fixing cap.
摘要翻译：本发明涉及一种膨胀管联结框架。根据本发明，框架设置成能够分离/连接具有空气注入孔的膨胀管，使得特定人的呼吸，身体气味和香味以及他或她的照片被记住长期可以存放在膨胀管中。本发明包括在前表面的一侧具有入口的壳体，在入口的圆周处设置有容纳部分，在其中形成有预定尺寸的存储空间，并且在前表面上接收图像; 所述膨胀管具有膨胀部，所述膨胀部能够通过所述注入口在通过所述入口输入到所述容纳空间中之后的一侧的空气注入口进行空气注入;以及固定部，所述固定部设置在所述空气喷射口的周围，由接收部分接收; 管固定帽，其由所述接收部接收并固定所述膨胀管的固定部; 以及与壳体的前表面联接并隐藏容纳在壳体的前表面上的图像，膨胀管和管固定盖的透明盖。

5. 发明授权

KR101256490B1 분절형 콘크리트충진 강관기둥을 이용한 기둥구조물 시공방법 有权
标题翻译：分段混凝土钢管柱施工方法
公开(公告)号：KR101256490B1
公开(公告)日：2013-05-03
申请号：KR1020110052761
申请日：2011-06-01
申请人： (주)광원아이앤디 , 최은수 , 정영수
发明人： 최은수 , 정영수
IPC分类号： E01D19/02 , E01D21/00 , E01D101/28
摘要： 콘크리트충진강관기둥에작용하는하중에대한복원능력과에너지소산능력을충분히갖출수 있도록하고, 지진등에의한기둥구조물손상을용이하게보수할수 있는분절형콘크리트충진강관기둥을이용한기둥구조물시공방법에관한것으로서, 이는분절형콘크리트충진강관기둥을강관세그먼트로제작하여부분용접으로서로상하적층하여연결시키게된다.

6. 发明公开

KR1020120133867A 분절형 콘크리트충진 강관기둥을 이용한 기둥구조물 시공방법 有权
标题翻译：分段混凝土钢管柱施工方法
公开(公告)号：KR1020120133867A
公开(公告)日：2012-12-11
申请号：KR1020110052761
申请日：2011-06-01
申请人： (주)광원아이앤디 , 최은수 , 정영수
发明人： 최은수 , 정영수
IPC分类号： E01D19/02 , E01D21/00 , E01D101/28
CPC分类号： E01D19/02 , E01D21/00 , E01D2101/285
摘要： PURPOSE: A construction method of a column structure using a segmental concrete filled steel pipe column is provided to easily repair damage caused by an earthquake. CONSTITUTION: A construction method of a column structure using a segmental concrete filled steel pipe column is as follows. A lowermost steel pipe segment is fixed to a foundation by installing energy dissipating members on anchor bolts. Multiple steel pipe segments(110) are partially welded to the top surface of the lowermost steel pipe segment. Tendons are inserted into tension holes(112) which connect the steel pipe segments to each other. The bottom ends of the tendons are fixed by partially filling the tension holes with mortar. The final steel pipe segments are coupled to each other by tensioning the top ends of the tendons.
摘要翻译：目的：提供使用节段混凝土填充钢管柱的柱结构的施工方法，以便于修复地震造成的损坏。构成：使用节段混凝土填充钢管柱的柱结构的施工方法如下。最下层的钢管段通过在地脚螺栓上安装消能部件而固定在基础上。多个钢管段（110）部分地焊接到最下面的钢管段的顶表面。肌腱被插入到将钢管段相互连接的张力孔（112）中。通过用砂浆部分填充张力孔来固定钢筋的底端。最后的钢管段通过张紧钢筋的顶端而彼此连接。

7. 发明授权

KR100974074B1 로스터 흡기관용 그리스 필터 有权
标题翻译：用于烤箱吸气管的油脂过滤器
公开(公告)号：KR100974074B1
公开(公告)日：2010-08-04
申请号：KR1020080110772
申请日：2008-11-10
申请人： 최은수 , 제우스 컴퍼니 리미티드
发明人： 최은수
IPC分类号： B01D46/00
摘要： 본 발명은 로스터의 상부 또는 하부에 설치된 흡기관의 입구에 결합되어 흡입하는 연기 중에 포함된 기름을 회수하기 위한 필터에 관한 것으로서, 구체적으로는 고정 링과 고정 컵 사이에 다수개의 스크린이 형성된 큰 직경의 원뿔형 외부 필터; 상기 외부 필터의 내부에 수용되고, 고정 링과 고정 컵 사이에 다수개의 스크린이 형성된 작은 직경의 원뿔형 내부 필터; 및 상기 외부 필터가 내부 필터를 수용한 상태에서 두 고정 링을 결합하도록 형성된 마감판;으로 구성됨에 따라, 내외 스크린 사이로 연기의 흡입이 원활하게 이루어지면서 연기 중에 포함된 기름이 내외 스크린 사이를 통과하는 동안 넓은 면적에서 점착되기 때문에 기름의 회수가 더욱 활발하게 이루어지는 로스터 흡기관용 그리스 필터를 제공하게 된다.

8. 外观设计

KR3020100000738S 失效
公开(公告)号：KR3020100000738S
公开(公告)日：2010-06-10
申请号：KR3020100018667
申请日：2010-04-27
申请人： 최은수
设计人： 최은수 , 최은수

9. 发明授权

KR102132854B1 케이블 트레이 및 그 조립방법 有权
公开(公告)号：KR102132854B1
公开(公告)日：2020-07-10
申请号：KR1020190008079
申请日：2019-01-22
申请人： 최은수
发明人： 최은수
IPC分类号： H02G3/04 , F16L3/26 , F16B1/00

10. 发明公开

KR1020120133868A 다층 에프알피 와이어 자켓을 이용한 기둥구조물 시공방법 有权
标题翻译：钢筋混凝土柱的地震改造采用多层FRP钢丝夹套
公开(公告)号：KR1020120133868A
公开(公告)日：2012-12-11
申请号：KR1020110052762
申请日：2011-06-01
申请人： (주)광원아이앤디 , 최은수
发明人： 최은수
IPC分类号： E04C5/00 , E04G23/02 , E04B1/58
摘要： PURPOSE: A construction method of a column structure using multi-layer FRP wire jackets is provided to prevent damage to the surface of a column by not requiring a device for fixing an anchor to the surface of the column. CONSTITUTION: A construction method of a column structure using multi-layer FRP wire jackets is s follows. One end of an FRP wire touches the surface of a column structure(100), and the FRP wire surrounds the column structure. The FRP wire is fixed to the surface of the column structure using a high-strength adhesive. Tensile force is applied to the FRP wire to wind the FRP wire around the surface of the column structure. An FRP wire jacket(A1) is formed on the column structure by attaching the other end of the FRP wire to the surface of the column structure. Multiple FRP wire jackets are formed by repeating the processes. Epoxy is spread on the outermost FRP wire jacket.
摘要翻译：目的：提供使用多层FRP线夹的柱结构的施工方法，以防止不需要用于将锚固件固定到塔的表面的装置来损坏塔的表面。规定：使用多层FRP线夹的柱结构的施工方法如下。 FRP线的一端接触柱结构（100）的表面，并且FRP线围绕柱结构。使用高强度粘合剂将FRP丝固定到柱结构的表面。将拉伸力施加到FRP丝上以将FRP丝缠绕在柱结构的表面上。通过将FRP丝的另一端连接到柱结构的表面，在柱结构上形成FRP丝套（A1）。通过重复这些过程形成多个FRP电线夹套。环氧树脂涂在最外层的FRP电线护套上。

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