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Steel reinforcement structure of bubbledeck slab elements and procedure of manufactur-ing bubbledeck slab elements

机译:气泡甲板板构件的钢筋结构及其制造方法

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摘要

(71) DO, Due Thang [VNINA]; A201-M3 M4, Nguyen Chi Thanh Str., Dong Da District, Hanoi W). (57) (57) The invention relates to the steel reinforcement structure of hollow concrete deck and the procedure to manufacture such kind of bubbledeck. The steel structure of bubbledeck element includes upper steel mesh (110); lower steel mesh (120) g at bottom place and in parallel to the upper steel mesh (110); hollow plastic balls (130) are arranged between upper mesh (110) and lower steel mesh (120) creating many ranges of hollow plastic balls placed in parallel with each other in horizontal and vertical directions; many connectors (140) to joint upper steel mesh (110) and lower steel mesh (120); formwork system (150) is fit into lower steel mesh (120), in which each connector (140) is connected to a steel bar (111) of a grid cell (112) where no hollow plastic bodies (130) of upper steel mesh (110) is fixed to a steel bar (121 ) in a skew angle of a lower corresponding grid cell (122) 5 where no hollow plastic balls (130) of lower steel mesh (120) is fixed, creating a diagonal connecting system composes of many connectors (140) of sinuous shape go along with the longest side of deck ele- ment, and formwork system (150) consists of many connector parts (160) which are arranged into grid cells (122) of the lower steel mesh (120) separated by 3 grid cells (122) in each grid range and in alternate positions in two adjacent grid cell range separated by 2 ranges of grid, and many formwork plates (170) s of designed size which can be removed or fit.
机译:(71)DO,Due Thang [VNINA];河内东大区阮志清街A201-M3 M4)。 (57)(57)本发明涉及空心混凝土甲板的钢筋结构以及制造这种泡沫甲板的方法。泡泡甲板元件的钢结构包括上部钢网(110);和上部钢网(110)。下部钢网(120)g位于底部并平行于上部钢网(110);中空塑料球(130)布置在上网孔(110)和下钢网(120)之间,从而形成许多范围的中空塑料球在水平和垂直方向上彼此平行。许多连接器(140)连接上部钢网(110)和下部钢网(120);模板系统(150)装配在下部钢网(120)中,其中每个连接器(140)连接到网格单元(112)的钢筋(111),其中上部钢网没有空心塑料体(130) (110)以下部对应的网格单元(122)5的偏斜角固定到钢筋(121),其中下部钢网(120)的空心塑料球(130)没有固定,从而形成对角线连接系统弯曲形状的许多连接器(140)中的一部分与甲板元件的最长边连在一起,模板系统(150)由许多连接器部分(160)组成,这些部分布置在下部钢网(122)的网格(122)中在每个网格范围内由3个网格单元(120)隔开,并在两个相邻网格单元范围内的交替位置上由2个网格范围隔开,并且许多设计尺寸的模板(170)可以拆除或安装。

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    《Betonwerk + Fertigteil-Technik》 |2011年第3期|p.70|共1页
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  • 收录信息 美国《工程索引》(EI);
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  • 正文语种 eng
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