scholarly journals Study of non-formwork hollow-core slabs with support zone restraint in brick walls

Author(s):  
A A Prokopovich ◽  
V V Repetto ◽  
A N Aleshin
Keyword(s):  

The wide use of hollow-core slabs in the construction of industrial and civil buildings is promoted by technical characteristics in the form of saving cement consumption up to 30-40 %, reducing the consumption of reinforcing steel 10 times and more, the overlap of spans up to 15-20 m. In Russia there are more than 200 plants of reinforced concrete structures producing hollow-core slabs. The technology of their production is different - from bench technology using pre-stressed forms, to the manufacture of plates on the "tracks". The main disadvantage of the use of manufactured slabs at domestic and foreign enterprises is their ability to perceive only "beam" loads. Meanwhile, giving these products the functions of operation on the console loads can significantly expand the possibility of using these effective structures. The article provides examples of amplification of hollow- core slabs operating on the console loads. Such slabs make it possible with the help of one product to create a support surface for balconies, loggias, bay windows, consoles.


PCI Journal ◽  
1976 ◽  
Vol 21 (1) ◽  
pp. 40-49 ◽  
Author(s):  
Melvin S. Abrams
Keyword(s):  

PCI Journal ◽  
2018 ◽  
Vol 63 (2) ◽  
Author(s):  
Dominic Lemieux ◽  
Chad Van Kampen
Keyword(s):  

PCI Journal ◽  
1994 ◽  
Vol 39 (5) ◽  
pp. 90-105 ◽  
Author(s):  
Juan C. Mejia-McMaster ◽  
Robert Park
Keyword(s):  

2020 ◽  
Vol 90 (4) ◽  
pp. 38-47
Author(s):  
VL.I. KOLCHUNOV ◽  
◽  
D.V. MARTYNENKO ◽  

A computational model and the results of numerical studies of the structure of a platform joint in a reinforced concrete precast-monolithic frame of a building from panel-frame elements of industrial production are presented. Modeling of the plane stress state of the joint structure is carried out by a finite element scheme, using finite elements of different types and a nonlinear law of deformation to determine the design characteristics of reinforced concrete. The parameters of deformation of the platform joint structure at different loading levels, including stage-by-stage cracking and destruction, have been determined. The schemes of distribution and stress concentration zones in the characteristic sections of the platform joint are established when the distributed load is transferred from the frame of the panel-frame to the hollow-core floor panels and concrete for embedding the joint in the presence of a cavity in the frame frame for centering elements.


2011 ◽  
Author(s):  
Constance Chang-Hasnain ◽  
Ming Wu ◽  
Eli Yablonovitch

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