Concrete slab-beam form system for composite metal deck concrete construction
    1.
    发明公开
    Concrete slab-beam form system for composite metal deck concrete construction 失效
    用于复合金属结构混凝土结构的混凝土板梁系统

    公开(公告)号:EP0240857A3

    公开(公告)日:1989-11-29

    申请号:EP87104475.6

    申请日:1987-03-26

    发明人: Landis, Donald H.

    IPC分类号: E04B5/40 E04G11/46

    CPC分类号: E04B5/40 E04G11/46 E04G13/04

    摘要: A metal "U" shape channel form (22) is used to form a concrete beam (18), and has two laterally opposed outwardly extending horizontally disposed flanges (30) with two supporting areas (32,34) arranged in a stepped fashion for selectively supporting a metal deck (14) or both a metal deck and plywood (58) between the span of adjacently arranged channel forms used to form a slab therebetween, which slab may be composite in that the formed slab (12) integrally includes a metal deck. A "U" shape shoring head (48) of complementary shape to the channel form (22) is mounted on a shoring frame to hold the channel form (22) in place for the pouring of the concrete, and a shoring head (22) can be used with a structural member arranged to support the metal deck of variable spans for slabs of variable dimensions in the available space.

    摘要翻译: 使用金属“U”型通道形式(22)形成混凝土梁(18),并且具有两个横向相对的向外延伸的水平设置的凸缘(30),其具有以阶梯式方式布置的两个支撑区域(32,34) 在用于在其间形成板坯的相邻布置的通道形式的跨度之间选择性地支撑金属甲板(14)或金属甲板和胶合板(58)两者,所述板坯可以是复合的,因为所形成的板坯(12)整体地包括金属 甲板。 与通道形式(22)互补形状的“U”型支撑头(48)安装在支撑框架上,以将通道形式(22)保持在适当位置,以便倾倒混凝土;以及支撑头(22) 可以与布置成在可用空间中支撑可变尺寸的板的可变跨度的金属甲板的结构构件一起使用。

    Concrete slab-beam form system for composite metal deck concrete construction
    2.
    发明公开
    Concrete slab-beam form system for composite metal deck concrete construction 失效
    Betonplatten-Balkenschalungssystemfürden Betonbau mit Schalungsplatten aus Metall。

    公开(公告)号:EP0240857A2

    公开(公告)日:1987-10-14

    申请号:EP87104475.6

    申请日:1987-03-26

    发明人: Landis, Donald H.

    IPC分类号: E04B5/40 E04G11/46

    CPC分类号: E04B5/40 E04G11/46 E04G13/04

    摘要: A metal "U" shape channel form (22) is used to form a concrete beam (18), and has two laterally opposed outwardly extending horizontally disposed flanges (30) with two supporting areas (32,34) arranged in a stepped fashion for selectively supporting a metal deck (14) or both a metal deck and plywood (58) between the span of adjacently arranged channel forms used to form a slab therebetween, which slab may be composite in that the formed slab (12) integrally includes a metal deck. A "U" shape shoring head (48) of complementary shape to the channel form (22) is mounted on a shoring frame to hold the channel form (22) in place for the pouring of the concrete, and a shoring head (22) can be used with a structural member arranged to support the metal deck of variable spans for slabs of variable dimensions in the available space.

    摘要翻译: 使用金属“U”型通道形式(22)形成混凝土梁(18),并且具有两个横向相对的向外延伸的水平设置的凸缘(30),其具有以阶梯式方式布置的两个支撑区域(32,34) 在用于在其间形成板坯的相邻布置的通道形式的跨度之间选择性地支撑金属甲板(14)或金属甲板和胶合板(58)两者,所述板坯可以是复合的,因为所形成的板坯(12)整体地包括金属 甲板。 与通道形式(22)互补形状的“U”型支撑头(48)安装在支撑框架上,以将通道形式(22)保持在适当位置,以便倾倒混凝土;以及支撑头(22) 可以与布置成在可用空间中支撑可变尺寸的板的可变跨度的金属甲板的结构构件一起使用。