公开(公告)号：EP0049599A1

公开(公告)日：1982-04-14

申请号：EP81304528.3

申请日：1981-09-30

申请人： Herrick, George

发明人： Herrick, George

IPC分类号： E04G11/46

CPC分类号： E04G11/50 ,  E04G11/38 ,  E04G11/46 ,  E04G21/12

摘要： The method includes assembling a supporting structure (10) at a predetermined level and laying a plurality of elongated forming members (14) of substantially rectangular cross section across the supporting structure in parallel spaced apart relationship. The forming members (14) have a pair of outwardly projecting shelves one on each of two opposite sides along the entire length of the member. By laying beam plates (20) on the shelves a beam channel (38) is formed by the opposed sides (40, 42) of adjacent forming members (14) and the top surface of the beam plate (20). Spaces between forming members (14) which do not define beam channels are covered by laying elongated bridging plates (22) on the tops of the adjacent spaced apart forming members, the combination of the top surfaces of the forming members (14), the beam channels (38) and the top surfaces of the bridging plates (22) provides the form for a bottom surface of a concrete slab section. Levelling of concrete poured over the combination results in a slab surface having a thin layer of concrete between spaced apart thickened beam portions. Forming the concrete slab in this way reduced the required amount of concrete and hence the weight of the slab.

摘要翻译： 该方法包括组装在预定水平的支撑结构（10），并在间隔开的关系平行铺设跨越支撑结构基本矩形横截面的细长的成形构件（14）的复数。 成形构件（14）有一对向外的突出架各一个沿着构件的整个长度相对两侧的。 通过在货架上铺设束板（20）的光束通道（38）通过形成相邻的构件（14）和梁板（20）的顶面的相对侧（40，42）形成。 （14）形成构件之间的空间即没有限定束通道由铺设在相邻的间隔开的成形构件的顶部细长桥接板（22），所述成形构件的顶面（14）的组合，光束覆盖的 桥接板（22）的通道（38）和顶表面提供用于混凝土板部的底表面的形式。 混凝土的流平倒在组合导致板坯表面具有混凝土的间隔开的加厚部分梁之间的薄层。 以这种方式形成的混凝土板减少混凝土的所需量和因此板坯的重量。