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1. 发明授权

KR100273864B1 흙막이벽을 이용한 개량형 탑다운공법 有权
标题翻译：使用保持墙的改进的自顶向下方法
公开(公告)号：KR100273864B1
公开(公告)日：2000-12-15
申请号：KR1019980012421
申请日：1998-04-08
申请人： 삼성물산 주식회사 , (주) 새길엔지니어링
发明人： 이동렬 , 신정구 , 김용대 , 최정범 , 이중재 , 김종호
IPC分类号： E02D29/045
摘要： PURPOSE: An improved top down method is provided to integrate each stratum slab with a retaining wall, to install a permanent outer wall separated from the retaining wall and to safely construct a underground structure unit of a building with firm structure. CONSTITUTION: An underground structure unit(20) installs a retaining wall(3) by inserting a braced wall(4) between supporting pillars(1) exposed on a ground. The exposed supporting pillars are integrally connected to hold pillars(2) by top down constructing. Then, each stratum slab(21) is installed to a base floor(A) of underground, and a permanent outer wall(22) is mounted to the stratum slab of a top portion from the underground base floor for being separated from the retaining wall. Thereby, the stratum slab is established in a top-down manner to engaged with the retaining wall. Then, the permanent wall is installed from a lower portion of the stratum for being separated from the retaining wall to safely construct the underground structure unit.
摘要翻译：目的：提供一种改进的自上而下的方法来将每个层板与挡土墙结合在一起，以安装与挡土墙分离的永久性外墙，并安全地构建具有坚固结构的建筑物的地下结构单元。构成：地下结构单元（20）通过在暴露在地面上的支撑柱（1）之间插入支撑壁（4）来安装挡土墙（3）。暴露的支撑柱通过自顶向下构造而一体地连接到保持柱（2）。然后，将每个层板（21）安装到地下的地板（A）上，并且将恒定的外壁（22）从地下基底安装到顶部的层板上，以从挡土墙。由此，层板以自上而下的方式建立，以与挡土墙接合。然后，永久壁从层的下部安装以与挡土墙分离，以安全地构造地下结构单元。

2. 发明公开

KR1019990079687A 흙막이벽을 이용한 개량형 탑다운공법 有权
标题翻译：一种改进的使用挡土墙的自顶向下方法
公开(公告)号：KR1019990079687A
公开(公告)日：1999-11-05
申请号：KR1019980012421
申请日：1998-04-08
申请人： 삼성물산 주식회사 , (주) 새길엔지니어링
发明人： 이동렬 , 신정구 , 김용대 , 최정범 , 이중재 , 김종호
IPC分类号： E02D29/045
摘要： 본발명은 지하구조부 공사시에 각 지층슬라브는 흙막이벽과 일체가 되도록 하면서 영구외벽은 흙막이벽과 분리되게 타설하여서, 건축물의 지하구조부를 견고한 구조로서 보다 안전하게 시공할 수 있도록 하는 흙막이벽을 이용한 개량형 탑다운공법에 관한 것으로, 본발명의 기술적 구성상의 특징은 해당 지하층 축조 구역내의 지중에 정착시킨 버팀기둥(1)들 및 지지기둥(2)들의 상단부를 경계로하여 지상에는 지상구조부(20) 공사를 진행하는 동시에, 그 경계 하부의 지중에는 지하구조부(20) 공사를 진행하여서 전체적인 건축공사를 신속하게 진행시킬 수 있도록 한 것에 있어서, 상기 지하구조부(20)는 지표면으로부터 각 층별로 굴토후에 노출된 버팀기둥(1)들 사이에 토류판(4) 끼워넣어서 흙막이벽(3)을 설치하면서, 노출된 흙막이벽(3)의 버팀기둥(1)들 과 지지기둥(2)들이 일체로서 연결되도록 역타설하여서 지하 기초바닥(A)까지 각 지층슬라브(21)를 설치하고, 지하 기초바닥(A)으로부터 상기 흙막이벽(3)과 단면상 분리되도록 최상부의 지층슬라브(21)까지 영구외벽(22)을 순차적으로 타설하여서 시공되도록 한 것이다.

3. 发明公开

KR1020010095913A 접합 프리캐스트 철근콘크리트 보 无效
标题翻译：联合预防加固混凝土吉他
公开(公告)号：KR1020010095913A
公开(公告)日：2001-11-07
申请号：KR1020000019385
申请日：2000-04-12
申请人： 삼성물산 주식회사
发明人： 이한진 , 이동렬 , 나승일 , 신성필 , 서승기
IPC分类号： E04B1/20
CPC分类号： E04B1/20 , E04B1/40
摘要： PURPOSE: A joint precast reinforced concrete girder is provided to transport and crane easily by reducing the weight of a precast reinforced concrete girder by precasting by dividing the section of a girder into two or more members longitudinally. CONSTITUTION: A joint precast reinforced concrete girder(1) comprises: at least two or more precast reinforced concrete girders(2) where a main reinforcement bar(3) and a stirrup(4) wrapping the main reinforcement bar(3) are arranged longitudinally, wherein the upper end of the stirrup(4) is projected upward and many holes are formed to pass through the side; and an anchorage(5) interposed to many holes of the precast reinforced concrete girders(2) to press and connect the two or more precast reinforced concrete girders(2).
摘要翻译：目的：提供一种联合预制钢筋混凝土梁，通过将梁的截面纵向分为两个或多个构件，通过预制减小预制钢筋混凝土梁的重量，轻松运输和起重。构成：联合预制钢筋混凝土梁（1）包括：至少两个或更多个预制钢筋混凝土桁架（2），其中主加强筋（3）和缠绕主加强筋（3）的箍筋（4）纵向布置其中，所述马镫（4）的上端向上突出，形成许多孔以穿过所述侧面; 以及插入在预制钢筋混凝土梁（2）的许多孔中的锚固件（5），以压制和连接两个或更多个预制钢筋混凝土梁（2）。

4. 发明公开

KR1020010095912A 격자형 프리캐스트 콘크리트 보 有权
标题翻译：预制加固钢筋混凝土
公开(公告)号：KR1020010095912A
公开(公告)日：2001-11-07
申请号：KR1020000019384
申请日：2000-04-12
申请人： 삼성물산 주식회사
发明人： 이한진 , 이동렬 , 나승일 , 신성필 , 서승기
IPC分类号： E04B1/20
CPC分类号： E04B1/21 , E04B1/383 , E04B1/40 , E04B1/5831
摘要： PURPOSE: A latticed precast reinforced concrete girder is provided to reduce troublesomeness caused by installing a slab form duplicate in a construction field and to construct economically and rapidly by standardized production in a factory. CONSTITUTION: A latticed precast reinforced concrete girder comprises: a grid girder(1) composed of concrete girders(2) arranged in a latticed form to be parallel at regular intervals horizontally and vertically, wherein the length of the outermost concrete(2a) among the concrete girders(2) is a little shorter not to be intersected mutually; and a connection instrument(3) installed on the end of the concrete girder(2a) of the four corners of the grid girder(1) to connect with a column.
摘要翻译：目的：提供格子式预制钢筋混凝土梁，以减少在施工现场安装板坯形式造成的麻烦，并通过工厂的标准化生产经济快速地建造。构成：格子式预制钢筋混凝土梁包括：由以格子形式布置的水平和垂直方向平行的混凝土梁（2）组成的格栅梁（1），其中最外面的混凝土（2a）的长度在混凝土桁架（2）稍短一点，不得相互交叉; 以及安装在所述格栅梁（1）的四个角部的混凝土梁（2a）的端部上以与柱连接的连接工具（3）。

5. 发明公开

KR1020010028919A 철근콘크리트 기둥과 철골 보의 접합부 有权
标题翻译：加固混凝土柱和钢梁的部分
公开(公告)号：KR1020010028919A
公开(公告)日：2001-04-06
申请号：KR1019990041451
申请日：1999-09-28
申请人： 삼성물산 주식회사
发明人： 이동렬 , 김대중 , 오경환 , 이리형
IPC分类号： E04B1/30
CPC分类号： E04B1/30 , E04B2001/2415
摘要： PURPOSE: A part to abut a reinforced-concrete column with a steel beam is provided to connect two members more firmly, and facilitate the installation of a shear reinforcement while the shear reinforcement is installed in a hook without punching on a web. CONSTITUTION: An abutment part comprises a reinforced-concrete column(1), a steel beam(3), a reinforcing plate(6), several hooks and a shear reinforcement(8). The steel beam passes through the reinforced-concrete column. The reinforcing plate is installed among a web(5) of the steel beam, an upper flange(4a) and a lower flange(4b). Several hooks are installed in each corner where the web and the reinforcing plate are crossed. The middle of the shear reinforcements is bent up at a right angle, and the ends are bent-up downward. To place the middle of the shear reinforcement toward the corner of the reinforced-concrete column, both ends are inserted and fixed in two hooks.
摘要翻译：目的：提供一个用钢梁邻接钢筋混凝土柱的部分，以更牢固地连接两个构件，并且在剪切加固件安装在钩中而不冲压在网上时便于安装剪力。构成：邻接部分包括钢筋混凝土柱（1），钢梁（3），加强板（6），多个钩和剪力（8）。钢梁通过钢筋混凝土柱。加强板安装在钢梁的腹板（5），上凸缘（4a）和下凸缘（4b）之间。每个拐角处安装有几个钩，其中腹板和加强板交叉。剪切加强件的中部以直角向上弯曲，并且端部向下弯曲。为了将钢筋混凝土柱的角部中间加固，两端插入并固定在两个钩上。

6. 发明授权

KR100402659B1 격자형 프리캐스트 콘크리트 보 有权
标题翻译： 유자형프리캐스트콘크리트보
公开(公告)号：KR100402659B1
公开(公告)日：2003-10-22
申请号：KR1020000019384
申请日：2000-04-12
申请人： 삼성물산 주식회사
发明人： 이한진 , 이동렬 , 나승일 , 신성필 , 서승기
IPC分类号： E04B1/20
摘要： PURPOSE: A latticed precast reinforced concrete girder is provided to reduce troublesomeness caused by installing a slab form duplicate in a construction field and to construct economically and rapidly by standardized production in a factory. CONSTITUTION: A latticed precast reinforced concrete girder comprises: a grid girder(1) composed of concrete girders(2) arranged in a latticed form to be parallel at regular intervals horizontally and vertically, wherein the length of the outermost concrete(2a) among the concrete girders(2) is a little shorter not to be intersected mutually; and a connection instrument(3) installed on the end of the concrete girder(2a) of the four corners of the grid girder(1) to connect with a column.
摘要翻译：目的：提供网格预制钢筋混凝土梁，以减少在建筑领域安装板坯副本造成的麻烦，并通过工厂的标准化生产经济而迅速地进行建设。一种格子状预制钢筋混凝土梁，包括：一个由混凝土梁（2）组成的格栅梁（1），格栅（2）呈网格状排列，水平和垂直间隔平行，其中最外面的混凝土（2a）混凝土梁（2）稍微短些不相互交叉; 和连接装置（3），所述连接装置（3）安装在格栅梁（1）的四个角的混凝土梁（2a）的端部上以与柱连接。

7. 发明授权

KR100374537B1 철근콘크리트 기둥과 철골 보의 접합부 有权
标题翻译： 철근콘크리트기둥과철골보의접합부
公开(公告)号：KR100374537B1
公开(公告)日：2003-03-03
申请号：KR1019990041451
申请日：1999-09-28
申请人： 삼성물산 주식회사
发明人： 이동렬 , 김대중 , 오경환 , 이리형
IPC分类号： E04B1/30
摘要： PURPOSE: A part to abut a reinforced-concrete column with a steel beam is provided to connect two members more firmly, and facilitate the installation of a shear reinforcement while the shear reinforcement is installed in a hook without punching on a web. CONSTITUTION: An abutment part comprises a reinforced-concrete column(1), a steel beam(3), a reinforcing plate(6), several hooks and a shear reinforcement(8). The steel beam passes through the reinforced-concrete column. The reinforcing plate is installed among a web(5) of the steel beam, an upper flange(4a) and a lower flange(4b). Several hooks are installed in each corner where the web and the reinforcing plate are crossed. The middle of the shear reinforcements is bent up at a right angle, and the ends are bent-up downward. To place the middle of the shear reinforcement toward the corner of the reinforced-concrete column, both ends are inserted and fixed in two hooks.
摘要翻译：目的：提供一个与钢梁邻接的钢筋混凝土柱的部分，以便更牢固地连接两个构件，并且便于安装抗剪钢筋，同时将抗剪钢筋安装在吊钩中而不用在钢板上冲压。组成：基台部分包括钢筋混凝土柱（1），钢梁（3），加强板（6），多个钩和抗剪加强件（8）。钢梁穿过钢筋混凝土柱。加强板安装在钢梁的腹板（5），上凸缘（4a）和下凸缘（4b）之间。在腹板和加强板交叉的每个角落都安装了几个钩子。剪切加强件的中部以直角向上弯曲，并且端部向下弯曲。为了将抗剪钢筋的中间放置在钢筋混凝土柱的角部，两端插入并固定在两个钩子中。

8. 发明授权

KR100402660B1 복수층용 프리캐스트 콘크리트 기둥 有权
标题翻译： 복수층용프리캐스트콘크리트기둥
公开(公告)号：KR100402660B1
公开(公告)日：2003-10-22
申请号：KR1020000019386
申请日：2000-04-12
申请人： 삼성물산 주식회사
发明人： 이한진 , 이동렬 , 나승일 , 신성필 , 서승기
IPC分类号： E04B1/20
摘要： PURPOSE: A precast concrete column for a multilevel is provided to shorten the installation works of a column by installing two or more storied column at once, to advantage structurally by reducing the number of joints among columns and to reduce the number of anchorages required to joints among columns and the quantity of high strength cast-in-place concrete. CONSTITUTION: A precast concrete column for a multilevel comprises: a column body(1) manufactured to the height of two stories or more and provided with a projection(5) for placing a girder(8a) over the middle; a connection ware(2) laid under the side of the column body(1) from the projection(5) upward and connected with a girder(8) supported to the projection(5) by welding; and an anchorage(3) installed to the lower end of the column body(1) for connecting the column body(1) to the other column body(1) or anchoring to the foundation.
摘要翻译：目的：提供多级预制混凝土柱，通过一次安装两个或更多层状立柱来缩短立柱的安装工作，从而在结构上有利于减少立柱之间的接缝数量并减少接缝所需锚固点的数量在柱子和高强度现浇混凝土的数量之间。组成：用于多层的预制混凝土柱包括：柱体（1），其制造成两层或更多层的高度，并设置有用于将梁（8a）放置在中间上方的突起（5）; 一个连接件（2），该连接件从凸起（5）向下放置在柱体（1）的侧面下方，并通过焊接与支撑在凸起（5）上的梁（8）连接; 以及安装到所述柱体（1）下端的锚固件（3），用于将所述柱体（1）连接到另一个柱体（1）或锚定到所述基础。

9. 发明公开

KR1020010095915A 앵커 설치용 프레임 无效
标题翻译：锚固安装框架
公开(公告)号：KR1020010095915A
公开(公告)日：2001-11-07
申请号：KR1020000019387
申请日：2000-04-12
申请人： 삼성물산 주식회사
发明人： 이한진 , 이동렬 , 나승일 , 신성필 , 서승기
IPC分类号： E04B1/58
CPC分类号： E04H12/2261 , E02D27/42
摘要： PURPOSE: A frame for an anchor installation is provided to install an anchor on the accurate location, to regulate a level easily and to avoid re-installation caused by the imperfectness of the location of an anchor by preventing the movement of an anchor during the construction. CONSTITUTION: A frame for an anchor installation comprises: many vertical members(1) installed vertically and attached with a fixed plate(10) provided with a bolt hole on the center; a horizontal member(2) installed among vertical members(1) and provided with many holes(5) for fitting an anchor(1) vertically on the middle at regular intervals; and many leveling members(3) composed of a plate(7) fixed to the bottom, a male screw(6) fixed to the upper part of the plate(7) and interposed to the bolt hole of the fixed plate(10) of the vertical member(1) and a nut(8) fitted with the male screw(6) to support the vertical member(1).
摘要翻译：目的：提供用于锚固装置的框架，以将锚固件安装在准确的位置上，以便容易地调节水平，并且通过防止在施工期间锚固件的移动来防止由于锚的位置的不完善而引起的重新安装。构成：用于锚固装置的框架包括：垂直安装的许多垂直构件（1），并且在中心设置有螺栓孔的固定板（10）附接; 水平构件（2）安装在垂直构件（1）中并且设置有许多孔（5），用于以固定间隔在中间垂直地安装锚固件（1）; 和固定在底部的板（7）构成的多个平整构件（3），固定在板（7）上部的插入固定板（10）的螺栓孔的外螺纹（6）垂直构件（1）和安装有外螺纹（6）以支撑垂直构件（1）的螺母（8）。

10. 发明公开

KR1020010095914A 복수층용 프리캐스트 콘크리트 기둥 有权
标题翻译：多预制混凝土柱
公开(公告)号：KR1020010095914A
公开(公告)日：2001-11-07
申请号：KR1020000019386
申请日：2000-04-12
申请人： 삼성물산 주식회사
发明人： 이한진 , 이동렬 , 나승일 , 신성필 , 서승기
IPC分类号： E04B1/20
CPC分类号： E04B1/215 , E04B1/40
摘要： PURPOSE: A precast concrete column for a multilevel is provided to shorten the installation works of a column by installing two or more storied column at once, to advantage structurally by reducing the number of joints among columns and to reduce the number of anchorages required to joints among columns and the quantity of high strength cast-in-place concrete. CONSTITUTION: A precast concrete column for a multilevel comprises: a column body(1) manufactured to the height of two stories or more and provided with a projection(5) for placing a girder(8a) over the middle; a connection ware(2) laid under the side of the column body(1) from the projection(5) upward and connected with a girder(8) supported to the projection(5) by welding; and an anchorage(3) installed to the lower end of the column body(1) for connecting the column body(1) to the other column body(1) or anchoring to the foundation.
摘要翻译：目的：提供多级预制混凝土柱，以通过一次安装两个或多个立柱来缩短柱的安装工作，从而在结构上有利于减少柱之间的接头数量，并减少接缝所需的锚固件数量列间和高强度现浇混凝土的数量。构成：用于多层的预制混凝土柱包括：制造成两层或多层的高度的柱体（1），并设置有用于将梁（8a）放置在中间的突起（5）连接器（2），其从所述突起（5）向下方放置在所述柱体（1）的侧面，并且通过焊接与支撑在所述突起（5）上的梁（8）连接; 以及安装在柱主体（1）的下端的用于将柱体（1）连接到另一个柱体（1）或锚固到基座的锚固件（3）。

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