Zhang Ailin, Zhao Yue, Liu Xuechun. DESIGH STUDY OF THE NEW LIGHT-WEIGHT COMPOSITE FLOOR OF THE PREFABRICATED STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 46-49.
Citation:
Zhang Ailin, Zhao Yue, Liu Xuechun. DESIGH STUDY OF THE NEW LIGHT-WEIGHT COMPOSITE FLOOR OF THE PREFABRICATED STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 46-49.
Zhang Ailin, Zhao Yue, Liu Xuechun. DESIGH STUDY OF THE NEW LIGHT-WEIGHT COMPOSITE FLOOR OF THE PREFABRICATED STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 46-49.
Citation:
Zhang Ailin, Zhao Yue, Liu Xuechun. DESIGH STUDY OF THE NEW LIGHT-WEIGHT COMPOSITE FLOOR OF THE PREFABRICATED STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 46-49.
A new style floor slab by steel truss and foam cement is introduced in this paper. Due to the use of the new
light-weight material foam cement,the floor slab has advantage over the traditional steel truss slab with concrete in
further light-weight,thermal and sound insulation properties. In this paper,the short-term stiffness of the floor during
the construction phase was studied by the effective moment of inertia method,and a formula was presented. The
contribution of precast foam cement layer to the stiffness of the floor cross-section was analysed by an example. The
result shows that the contribution of the foam cement layer is a small part of 10%,mainly due to the low strength and
small elasticity modulus of the foam cement. Therefore,to simplify the calculation and analysis ,the role of
prefabricated foam cement layer can be ignored.