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    • 2. 发明申请
    • DEVICE FOR SUPPORTING MOLTEN METAL CONTAINER
    • 用于支撑熔融金属容器的装置
    • WO2012005525A3
    • 2012-04-26
    • PCT/KR2011004977
    • 2011-07-07
    • POSCOJOO JAE-HOKIM SUNG-MOONLEE BYUNG-UKSO IN-SUK
    • JOO JAE-HOKIM SUNG-MOONLEE BYUNG-UKSO IN-SUK
    • C21C5/46B22D41/00C21C5/50
    • B22D41/06B22D41/04C21C5/4633C21C5/50F27B14/02F27D2003/0062
    • Disclosed is a device for supporting a molten metal container, wherein the device has first and second support units for supporting the weight of the molten metal container in connection with a ring member, taken alone or in combination according to a rotary position. According to one embodiment of the present invention, the device for supporting the molten metal container comprises: a ring member (200) which encloses the outside of a rotatable molten metal container (C); and first and second support units (300, 400) which are configured to support the weight of said molten metal container (C) in connection with said ring member (200), taken alone or in combination according to a rotary position of said molten metal container (C). By said configurations, the present invention is capable of supporting the weight of the molten metal container in connection with the ring member, taken alone or in combination according to the rotary position, whereby: the weight of the molten metal container is stably supported without being biased regardless of the rotary position of the molten metal container; cracks in joint portions or the like, which are caused by a biased weight of the molten metal container or by a difference in thermal expansion between the molten metal container and the ring member, are prevented; and the molten metal container is stably supported even when the molten metal container is rotated in turns from one side or the other side.
    • 本发明公开了一种用于支撑熔融金属容器的装置,其中该装置具有第一和第二支撑单元,用于支撑熔融金属容器与环形件连接的重量,单独或根据旋转位置组合。 根据本发明的一个实施例,用于支撑熔融金属容器的装置包括:包围可旋转熔融金属容器(C)的外部的环形构件(200); 以及第一支撑单元和第二支撑单元(300,400),所述第一支撑单元和所述第二支撑单元被构造成支撑与所述环形构件(200)相关的所述熔融金属容器(C)的重量,根据所述熔融金属的旋转位置单独或组合 容器(C)。 根据上述构成,本发明能够根据旋转位置单独或组合地支承与环构件相关的熔融金属容器的重量,由此:熔融金属容器的重量被稳定地支撑而没有 不管熔融金属容器的旋转位置如何偏置; 防止了由熔融金属容器的偏置重量或熔融金属容器与环形构件之间的热膨胀差引起的接合部分等的裂纹; 即使当熔融金属容器从一侧或另一侧依次旋转时,熔融金属容器也被稳定地支撑。
    • 3. 发明授权
    • Method making rigid block with pile and slab/precast girder and method constructing the rahmen bridge thereof
    • 方法制造具有块和SLAB / PRECAST GIRDER的刚性块和构建其高架桥的方法
    • KR101184719B1
    • 2012-09-20
    • KR20120046788
    • 2012-05-03
    • JOO JAE HOBR TECH INC
    • JOO JAE HOKIM YOON SOO
    • E01D2/00E01D21/00
    • E01D21/00E01D2/00E01D19/125E01D2101/24E04C3/20E04C5/0653E04C5/16
    • PURPOSE: A manufacturing method of a rigid joint block of a precast pile and a precast girder having a deck slab function and a construction method of a rahmen bridge using the same are provided to reduce construction time because a deck slab construction process is not required. CONSTITUTION: A manufacturing method of a rigid joint block of a precast pile and a precast girder having a deck slab function is as follows. A primary rigid joint block(20) is integrally formed on the top end of a precast pile(10). Pile head reinforcing bars(22) and the bottom ends of an upper protruded bar(24) are buried in the primary rigid joint block. A precast girder(30) having upper and lower end protruded bars(32a,32b) used as a deck slab is manufactured. A rigid joint space is formed by placing the precast girder on the top of the primary rigid joint block. The upper protruded bar and the upper and lower end reinforcing bars are located at the rigid joint space. The upper and lower end reinforcing bars are connected to each other using couplers(34). A second rigid joint block(40) is formed by placing concrete mortar in the rigid joint space.
    • 目的:提供一种具有甲板平板功能的预制桩刚性接头块和具有甲板平板功能的预制梁的制造方法以及使用该板坯功能的拉姆门桥的施工方法,以减少施工时间,因为不需要甲板板坯施工过程。 构成:具有甲板板功能的预制桩刚性接头块和预制梁的制造方法如下。 初级刚性接头块(20)整体地形成在预制桩(10)的顶端上。 桩头钢筋(22)和上突出杆(24)的底端被埋在主刚性接头块中。 制造用作甲板板的具有上下突出杆(32a,32b)的预制梁(30)。 通过将预制梁放置在主刚性接头块的顶部上形成刚性接合空间。 上部突出杆和上下端钢筋位于刚性接合处。 上端和下端钢筋使用联接器(34)相互连接。 第二刚性接头块(40)通过将混凝土砂浆放置在刚性接合空间中而形成。