Abstract:The article shows the feasibility of improving the manufacturability of the prefabricated monolithic floors reinforced concrete structures production by reducing their own weight. In the works of the authors, the reduction of the sole weight and the cost is achieved by using the light materials filling the inter-gully space. It is proposed to use gas-concrete, polystyrene foam concrete blocks or limestone-limestone blocks as a local building material in the Crimea with such materials for the advanced system MA… Show more
A resource-efficient method of installation of prefabricated monolithic floor slabs by increasing the degree of their construction readiness is proposed in the article. This effect is achieved by the reducing of their own weight and the use of fixed formwork. The reduction in the dead weight of the precast-monolithic floor slab is ensured by the use of light three dimensional lined forms of trapezoidal or rectangular shape, preferably made of expanded polystyrene during the installation of the floor slab. The use of fixed timber formwork will obviate the need for the later implementation of labor-intensive finishing and insulation works. Thus, the installed floor slab will have an increased degree of building readiness immediately after its manufacture, and will also reduce the weight of the structure, which in turn will reduce the material consumption and accordingly the cost of the supporting structures of the building.
A resource-efficient method of installation of prefabricated monolithic floor slabs by increasing the degree of their construction readiness is proposed in the article. This effect is achieved by the reducing of their own weight and the use of fixed formwork. The reduction in the dead weight of the precast-monolithic floor slab is ensured by the use of light three dimensional lined forms of trapezoidal or rectangular shape, preferably made of expanded polystyrene during the installation of the floor slab. The use of fixed timber formwork will obviate the need for the later implementation of labor-intensive finishing and insulation works. Thus, the installed floor slab will have an increased degree of building readiness immediately after its manufacture, and will also reduce the weight of the structure, which in turn will reduce the material consumption and accordingly the cost of the supporting structures of the building.
The research discusses the ways to ensure the construction and operation reliability of the designed buildings and structures in earthquake-prone areas, which include the Republic of Crimea. Substantiated techniques for improving the installation structures’ technology of kinematic insulation systems developed and tested in the Krasnodar Territory of the Russian Federation are shown. The improvement consists of the innovative three-stage method of installation and alignment of concrete pipes, including successive concreting of foundations, assembly, alignment and pouring in the lower part of the column, and finally after maturing, non-alignment assembly of the middle and upper parts of the column. To reduce the intensity of inertial seismic loads, the use of precast-monolithic ceilings from hollow-core pinched reinforced concrete slabs or monolithic slabs with plastic inserts partially replacing reinforced concrete is justified. Improved designs of such plates are presented; their effectiveness and rational application are evaluated. Taking into account the preferable long periods of the insulation systems and foam glass-based finishing maintenance-free operation, their improved structural and technological solutions are presented as a part of earthquake-resistant wall filling of frame buildings.
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