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    • 1. 发明公开
    • 돔형구조물 시공장치
    • 墙和桌子形式
    • KR1020090126064A
    • 2009-12-08
    • KR1020080052222
    • 2008-06-03
    • (주)성풍건설
    • 김진석
    • E04G1/36E04B1/32E04B1/35
    • E04G1/36E04G1/22E04G2001/157E04G2005/008
    • PURPOSE: A construction apparatus for a dome structure is provided to construct side wall of the dome structure and a dome ceiling consecutively without extra transfer device. CONSTITUTION: A construction apparatus for a dome structure comprises a mast portion(10), a skin plate transfer device(20), a horizontal plate portion(40), a horizontal plate portion lift(50), a slip prevention portion(60), and a dome ceiling form(70). The mast portion is vertically installed on the center of a bottom(B). The skin plate transfer device coupled with the mast portion moves a skin plate(30) which decides a side wall shape. The horizontal plate portion installed on the bottom horizontally is coupled with the mast portion. The horizontal plate portion lift controls the location of horizontal plate portion. The slip prevention portion is installed between the horizontal plate portion and the mast portion. The dome ceiling form is installed on the mast portion and the horizontal plate portion to be attached and detached.
    • 目的:提供一种用于圆顶结构的施工设备,用于连续地构造圆顶结构的侧壁和圆顶天花板,而不需要额外的转移装置。 构造:穹顶结构的施工装置包括桅杆部分(10),皮板传送装置(20),水平板部分(40),水平板部分提升部(50),防滑部分(60) ,和顶盖天花板(70)。 桅杆部分垂直安装在底部(B)的中心。 与桅杆部结合的皮肤板传送装置移动决定侧壁形状的皮肤板(30)。 安装在底部水平的水平板部分与桅杆部分联接。 水平板部升降机控制水平板部分的位置。 防滑部分安装在水平板部分和桅杆部分之间。 圆顶天花板形式安装在桅杆部分上,水平板部分安装和拆卸。
    • 10. 发明公开
    • 터널공사용 조립식 가설재
    • 组装式隧道工程的临时结构
    • KR1020120074101A
    • 2012-07-05
    • KR1020100136060
    • 2010-12-27
    • 재단법인 포항산업과학연구원
    • 이동규
    • E21D11/40
    • E21F17/00E04G1/17E04G1/36
    • PURPOSE: A prefabricated temporary structure for tunnel construction is provided to enable multiple workers to simultaneously perform works because the temporary structures are consecutively installed along the inner wall of a tunnel. CONSTITUTION: A prefabricated temporary structure for tunnel construction is installed to be located between the inner wall of a tunnel(1) and a facility limit line(2). Multiple bar-shaped supports(10) are installed in a truss structure. Connection joints(20) are installed on the connected parts of the bar-shaped supports. The connection joints have an adjustable length or angle to change the shape of the temporary structures depending on the shape of the tunnel.
    • 目的:提供隧道施工的预制临时结构,使多名工人能够同时进行工程,因为临时结构沿隧道内壁连续安装。 规定:隧道施工的预制临时结构安装在隧道内壁(1)和设施限制线(2)之间。 多个条形支撑件(10)安装在桁架结构中。 连接接头(20)安装在条形支撑件的连接部分上。 连接接头具有可调节的长度或角度,以根据隧道的形状改变临时结构的形状。