Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention relates to a steel skeleton light composite board. The steel skeleton light composite board comprises a truss skeleton system, and when the steel skeleton light composite board is used in the horizontal direction, diagonal braces are arranged in an and/or mode; when the steel skeleton light composite board is used in the vertical direction, the diagonal braces are arranged in an and/or mode. Compared with a scheme adopting a cement foaming type light board, the scheme does not consider the overall holding strength of the cement foaming type material which is internally and also used as a thermal insulation material filler and the steel skeleton, only the strength of the steel structure three-dimensional space formed by the combined truss grid or the combined steel grid is independently calculated and checked, the strength of the whole board is not controlled by the strength of the foaming cement, and the strength of the board can be calculated and checked according to design and use requirements; and various mechanical indexes of the board are met by increasing the section of the profile steel and increasing the steel consumption per square meter for regulation and control.
本发明涉及一种钢骨架轻型复合板，钢骨架轻型复合板包括桁架骨架系统，所述钢骨架轻型复合板水平方向使用时，斜拉筋的布置采用和/或方式；所述钢骨架轻型复合板垂直方向使用时，斜拉筋的布置采用和/或方式。本方案与采用水泥发泡类轻型板的方案相比，不考虑内部兼作为保温材料填充的水泥发泡类材料与钢骨架整体握合的强度，只是单独计算验算组合桁架网格或者组合型钢网格形成的钢结构立体空间强度，使得整体板材强度不受控于发泡水泥的强度，板材强度可以根据设计和使用要求通过计算、验算；增加型钢截面，加大单位平米用钢量来调控，满足板材各种力学指标。
The invention relates to a steel skeleton light composite board. The steel skeleton light composite board comprises a truss skeleton system, and when the steel skeleton light composite board is used in the horizontal direction, diagonal braces are arranged in an and/or mode; when the steel skeleton light composite board is used in the vertical direction, the diagonal braces are arranged in an and/or mode. Compared with a scheme adopting a cement foaming type light board, the scheme does not consider the overall holding strength of the cement foaming type material which is internally and also used as a thermal insulation material filler and the steel skeleton, only the strength of the steel structure three-dimensional space formed by the combined truss grid or the combined steel grid is independently calculated and checked, the strength of the whole board is not controlled by the strength of the foaming cement, and the strength of the board can be calculated and checked according to design and use requirements; and various mechanical indexes of the board are met by increasing the section of the profile steel and increasing the steel consumption per square meter for regulation and control.
本发明涉及一种钢骨架轻型复合板，钢骨架轻型复合板包括桁架骨架系统，所述钢骨架轻型复合板水平方向使用时，斜拉筋的布置采用和/或方式；所述钢骨架轻型复合板垂直方向使用时，斜拉筋的布置采用和/或方式。本方案与采用水泥发泡类轻型板的方案相比，不考虑内部兼作为保温材料填充的水泥发泡类材料与钢骨架整体握合的强度，只是单独计算验算组合桁架网格或者组合型钢网格形成的钢结构立体空间强度，使得整体板材强度不受控于发泡水泥的强度，板材强度可以根据设计和使用要求通过计算、验算；增加型钢截面，加大单位平米用钢量来调控，满足板材各种力学指标。
Steel skeleton light composite board
一种钢骨架轻型复合板
PAN XUPENG (Autor:in)
23.07.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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